Document 2801584

1
4"
See Tables For Size
L = Length
And Number Of Wind
35.5%L
14.5%L
Three Posts
8.
5% D
10.
7% D
14.
5% D
21% D
-
35.5%L
2"
Two Posts
-
14.5%L
21%L
Five W ind Beam s
58%L
Four W ind Beam s
21%L
-
8’
-0" (
M ax.
)
2"
-
Strip Details
EAST
Three W ind Beam s
See Backing
And Lock Washers, Bolts Shall
Wind Beam
Two W ind Beam s
Dr
Than Two W indbeam s
D = Depth
7’
-0" (
M in.
)
Course
Equal Spacing For M ore
Beams
Golf
Aluminum Flat Head
Machine Screws With Nuts
See Zee Type
Be Spaced @ 12" Centers
Detail
Maximum.
See Table For Size And
Number Of Zee Type
Wind Beams
¡ Post Hinge @
Bottom Of Sign
– 2"
Mass Of Post Above Base
Note: It shall be
the contractor’s
Bolt Zee Beam to
Plate And Below Hinge
For Support Hinge
Should Not Exceed 600 lb
See DETAIL B
Post With 12"
Galvanized Steel Bolts
responsibility to
(See Plans For Additional
See Base
Notes And Dimensions)
Connection
detail on
No. 2.
verify the
For Post Sizes,
With Nuts & Lock Washers.
length of the
See Plans
Bolt With 2 Bolts @ Each
column supports
Post: Gage Same As That
in the field prior
For Fuse Plate.
to fabrication.
TYPICAL ELEVATION
SIDE VIEW
PARTIAL REAR ELEVATION
Note: If the sign panels are deeper than 10’, a
Pairs Of
Horizontal Panel Splice is allowed at an
1
4"
ZEE TYPE WIND BEAM
Aluminum
Flat Head Machine
interior Zee Beam, shop drawings shall be
Screws With Nuts And Lock
required. Minimum panel section width
Washers Spaced At 1’-0" Centers Maximum
=2’-6".
GENERAL NOTES
Backing Strip
1"
Sign Face
¡ Panel Splice
DESIGN SPECIFICATIONS: Design according to FDOT
STEEL BOLTS, NUTS, & WASHERS: All steel bolts, nuts and
Structures Manual (current editition).
washers shall meet the requirements of ASTM A325 and shall
be galvanized in accordance with ASTM F2329.
Sign Panels Butt Together
3
8"
American Welding Society Structural welding code (Steel),
BASE CONNECTION: High strength bolts L2 in the base
ANSI/AWS D1-1 current edition.
connection shall be tightened only to the torque shown in the
table on sheet 2 and 3. Overtightened base connections will not
2"
Aluminum
ALUMINUM MATERIALS: All aluminum materials shall meet the
4"
Backing Strip
requirements of the Aluminum Association’s Alloy 6061-T6 and
0.125" Thick
also the following ASTM specifications: Sheets and plates,
FUSE PLATE: All holes in fuse plates shall be drilled. All plate
B209; extruded tube, bars, rods & shapes, B221; and
cuts shall, preferably, be saw cuts; however, flame cutting will
standard structural shapes, B308. No stenciling permitted on
be permitted provided all edges are round. Metal projecting
sheets. Aluminum welding rods shall meet the requirements
beyond the plane of the plate face will not be permitted.
1"
C:
\d\projects\standards\roadway\11000-s\11200-01.
dgn
3
8"
WELDING: Preform all welding in accordance with the
¡ Panel Splice
BACKING STRIP DETAILS
be permitted.
of Aluminum Association Alloy No. 5556 filler wire.
BRASS SHIM: Provide shim plate per ASTM B36.
ALTERNATE MATERIAL: Material meeting the requirements of
NUMBER OF WIND BEAMS FOR GIVEN
DEPTH & WIND
Aluminum Association Alloy 6351-T5 and ASTM B221 may be
SHOP DRAWINGS: When ground sign supports are fabricated in
used for extruded bars, rods, shapes and tubes.
accordance with these plans no shop drawings are required.
DESIGN WIND SPEEDS BY COUNTY
Shop drawings will be required for approval when the column
SIGN FACE: All sign face corners shall be rounded.
No.
Wind
Beams
Max. Depth
Wind
No.
Max. Depth
Beams
Columbia, Gadsden, Gilchrist,
110
2
7’-0"
150
2
6’-0"
110
3
12’-0"
150
3
10’-4"
Jefferson, Lafayette, Lake,
110
4
16’-4"
150
4
14’-0"
Leon, Madison, Marion, Polk,
5
17’-8"
Putnam, Sumter, Suwannee, and
110
5
20’-8"
130
2
6’-8"
130
3
11’-4"
130
4
15’-4"
130
5
19’-0"
150
Hamilton, Hardee, Jackson,
Union Counties.
130 mph Bay, Brevard, Calhoun, Charlotte,
Citrus, DeSoto, Dixie, Duval, Flagler,
Franklin, Glades, Gulf, Hendry,
Hernando, Highlands, Hillsborough,
Holmes, Lee, Levy, Liberty, Manatee,
sm 970re
Nassau, Okaloosa, Okeechobee,
Orange, Osceola, Pasco, Pinellas,
SIZE OF WIND BEAMS
Sarasota, Seminole, St. Johns, Taylor,
length exceeds the length shown in the plans by more than
2’-0".
110 mph Alachua, Baker, Bradford, Clay,
STRUCTURAL STEEL: All structural steel shall meet the
requirements of ASTM A36 and shall be galvanized in
FABRICATOR NOTE: All bolts, except L2 bolts and Zee Beam to
accordance with ASTM A123.
post bolts, shall be tightened in accordance with Section 700
of the Specifications.
ALUMINUM BOLTS, NUTS, & LOCK WASHERS: Aluminum bolts
shall meet the requirements of Aluminum Association Alloy
FOUNDATION: Contractor may use precast foundations in
2024-T4 (ASTM F468). The bolts shall have an anodic coating
pre-drilled holes a minimum of 12" larger than the foundation
at least 0.0002" thick and be Chromate sealed. Lock washers
indicated on the plans in either wet or dry conditions. The
shall meet the requirements of Aluminum Association Alloy
holes shall be clean and without loose material. Temporary
7075-T6 (ASTM B221). Nuts shall meet the requirements of
casing shall be required if the soil
Aluminum Association Alloy 6061-T6 or 6262-T9 (ASTM F467).
around the precast foundation with flowable fill meeting the
is unstable.
Fill the void
requirements of Section 121 or clean sand placed using
hydraulic methods. The cost of flowable fill, installing and
removal of casing shall be included in the unit price of Sign
Multi-Post.
Volusia, Wakulla, Walton, and
Length Of Sign (Feet)
Washington Counties.
Size Of Zee*
4:
03:
48 PM
2 Posts
Zee 1.75 x 1.75 x 1.08
0 to 11’-0"
0 to 17’-4"
Zee 3 x 2.69 x 2.33
11’-1" to 19’-0"
17’-5" to 29’-6"
Zee 3 x 2.69 x 3.38
19’-1" to 20’-8"
29’-7" to 31’-6"
150 mph Broward, Collier, Escambia,
Indian River, Martin, Miami-Dade,
Monroe, Palm Beach, Santa Rosa,
and St.Lucie Counties.
Zee Beams Are Aluminum - No Steel Equivalent Available
Designation Gives (Member Depth) x (Flange=Width) x (lb/ft)
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
*Note:
3 Posts
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
MULTI-COLUMN GROUND SIGN
NO.
11200
SHEET
NO.
1of 3
Flange Holes For Fuse And Hinge Plate Shall Be Drilled Or Sub-Punched
Nut & 3 Washers
With Each Bolt.
and Reamed. H.S. Bolts (See Table For Size), For Bolt Tension See the
Specification. Flat Washers (Typ.)
Finished
3"
Sign
See Table For
4"
3"
Hex Head, Hex
Typ.
Washer Detail
Direction of Traffic
Column
Bolt Diameter
M ax.
See Bolt Keeper
Direction of Traffic
H.S. Bolt With
Grade
Washer
And Torque. See
Column
Bolting Procedure.
Stub
w
Column
Fillet Depth +
Shims as
Fuse
Hinge
Plate
Plate
1
16"
Not Cut
Required
Remove All
Galvanizing
Bolt
Diameter=L2
Column
Bolt
In Washer Area
Diameter=L2
Fuse
See Bolt
A
3" Typ.
Keeper
Plate Detail
Plate
Washer
See Bolt
Separate
Keeper
Beams
Plate
Required
See Base
Detail
Plate Detail
Saw Cut
Depth
Runs Or Beads
Post Flange
and Web.
w
If post is
Washer
Top of Foundation
cut After
Washer
See Foundation
galvanizing,
Stub
Elevation Detail
Column
Bolt
repair the
Diameter=L1
Cut Surface
3" Cover (Typ)
Diam eter (
See Table)
Plate Detail
Stub Colum n Length (
See Table)
See Base
A
Stub Column
#4 Bars @ 12"
Centers **
Bars V (See
Table For
Size & Number)
in accordance
Side View
Elevation
with Section 562.
Bars V (See
Table For
SIGN COLUMN & STUB COLUMN VIEWS
Size & Number)
Side View
Side View
OPTIONAL HINGE
TYPICAL HINGE
BASE CONNECTION
B
#4 Bars @ 12"
DETAIL B
C
C
4"
See Base
Plate Detail
Centers **
(See Fabricator Note on Sheet 1)
w
Class I Concrete
b
D
A
R (Typ)
b
FOUNDATION ELEVATION
d
d
d
Plate
30
d
NOTE: All Reinforcing To Be Grade 60.
c
**
Hole
Diameter=D2
BOLT KEEPER PLATE
At the Option of the Contractor, D10 Spiral
Wire @ 6" Pitch,Three Flat Turns Top and One
Flat Turn Bottom may be Utilized in Lieu of
a/2
SECTION A-A
Specified.
Shop-weld assemblies of foundation stirrup
B
reinforcing bars are permitted in reinforced
concrete foundation provided that:
L/2
C
a
C
1.
»¿ C
2.
L
Hole
Diameter=D1
c
Shims Per Post.
30
L
3.
The Shop welding is performed by machines
under a continuous, controlled process,
approved by the Engineer.
c
Thick (21 guage) Brass
The holding wires conform to ASTM
Specification A1064.
a/2
M
(28 guage) and 2- 0.0329"
A
R (Typ)
Provide 2- 0.0149" Thick
The reinforcing bars conform to ASTM
Specification A706/706M.
Hinge
4.
Quality control test are performed on shop
welded specimens and the test results are
available, upon request, to the Engineer.
Plate Thickness=t1
e
BASE PLATE
e
e
(Match Post Flange Thickness)
FUSE PLATE
HINGE PLATE
BASE CONNECTION DATA
PROCEDURE FOR ASSEMBLY OF BASE CONNECTION
Section*
A
B
C
D
R
S 3x5.7
W 6x12
4"
7"
3/4"
2"
4"
10"
3/4"
2"
FUSE (HINGE)PLATE DATA
w
Torque
t1
L2
a
5/16"
1"
1/2"
1/4"
3/8"
1-5/8"
5/8"
1/4"
270 – 45 7-1/4"
(lbf*in)
b
c
d
e
t2
1/2"
9/16"
3/8"
7/8"
15/16"
3/8"
SHIM
D1
D2
L1
7/16"
9/16"
1/2"
5/8"
L
FOUNDATION DATA
M
Stub
Reinf.
Dia.
Depth
1-1/4" 9/16"
2’-0"
4’-0"
3’-0"
10-#6
1-3/8" 11/16"
2’-0"
6’-0"
3’-0"
10-#6
Length Bars V
1.
Assemble post to stub with bolts and flat washers as shown.
2.
Shim as required to plumb post (see shim detail).
3.
Tighten all L2 bolts the maximum possible with 1’-0" to 1’-3" wrench
W 8x18
5-1/4"12-1/2" 7/8"
2-3/4" 7/16" 1-3/4"
3/4"
3/8"
445 – 75 8-1/4" 5-1/4" 1-3/8" 1-1/8" 1-1/4"
3/8"
1"
13/16"
3/4"
1-3/4" 13/16"
2’-4"
7’-6"
4’-0"
8-#8
to bed washers and shims and to clean bolt threads.
W 8x24
6-1/2"12-1/2" 7/8"
3-1/4" 7/16" 1-3/4"
3/4"
3/8"
445 – 75 8-1/4" 6-1/2" 1-3/8" 1-1/2" 1-1/2"
1/2"
1"
13/16"
3/4"
2-1/8" 13/16"
2’-4"
8’-6"
4’-0"
8-#8
4.
Burr threads at junction with nut using a center punch to prevent
nut loosening.
90 – 20
7-1/4" 2-3/8" 1-1/4"
4"
1-1/4"
13/16" 11/16"
W 10x33
8"
16"
1-1/4" 4-3/4" 9/16"
2"
1"
1/2"
580 – 90 9-1/4"
8"
2"
1-3/4" 1-3/4"
5/8"
1-1/8"1-1/16"
1"
2-3/8"1-1/16" 2’-4"
10’-3"
4’-0"
8-#8
W 12x45
10"
18"
1-1/4"
2"
1"
1/2"
580 – 90
8"
2"
1-3/4" 1-3/4"
3/4" 1-5/16"1-1/16"
1"
2-3/4"1-1/16" 2’-8"
11’-3"
5’-0"
10-#8
6"
9/16"
11"
* Designations: Normal Depth in inches and weight in pounds per linear foot.
STEEL POST, BASE, FOUNDATION & FUSE PLATE DETAILS
LAST
REVISION
07/01/13
REVISIO N
sm 970re
4:
03:
50 PM
Col.
(28 GUAGE)
SHIM DETAIL
6/24/2013
c
»¿
Plate Thickness=0.0149"
D
C:
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dgn
Thickness=t2
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
MULTI-COLUMN GROUND SIGN
NO.
11200
SHEET
NO.
2 of 3
Direction of Traffic
See Base
B
Depth of
B
Plate Detail
Sign
Column
S
w
b
H.S. Bolt With
Section
S
Hex Head, Hex
Nut & 3 Washers
A
w
f
R (Typ.)
With Each Bolt.
See Table For
Bolt Diameter
Washer
30
b
And Torque. See
w
Bolting Procedure.
See Base
Plate Thickness=0.0149"
Plate Detail
(28 GUAGE)
A
Remove All
SECTION A-A
Shims as
Galvanizing
BOLT KEEPER PLATE
Required
Runs Or Beads
Bolt
w
In Washer Area
Diameter=L2
Bolt
See Bolt
Washer
Diameter=L2
Keeper
A
Plate Detail
See Bolt
Stiffener Plate
Keeper
3" Typ.
Plate
See Base
Detail
¢ Thickness = t2
Plate Detail
C
A/2
C:
\d\projects\standards\roadway\11000-s\11200-03.
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w
w
‰"
Washer
t
1
B
Stub
See Foundation
‰"
S
Top of Foundation
Column
Elevation Detail
R
R
f
b
Elevation
Side View
D
b
‰"
A
¢ Thickness = t1
SIGN COLUMN & STUB COLUMN VIEWS
‰"
BASE CONNECTION
BASE PLATE
sm 970re
BASE CONNECTION DATA
6/24/2013
4:
03:
54 PM
Section*
A
B
C
D
L2
Torque (lbf•in)
STIFFENER PLATE
SHIM
R
b
f
S
t
1
t
2
w
L
W 6x12
4-3/4"
2"
5-1/8"
2"
5/8"
270 –45
3/8"
1-1/8"
2-1/2"
1-3/16"
1/2" 1/2"
1/4"
1-3/8"
W 8x18
5-3/4"
2-3/16"
6-1/4"
2-3/16"
3/4"
445 –75
7/16"
1-1/2"
2-3/4"
1-3/8"
1/2" 5/8"
1/4"
1-3/4"
W 8x24
7"
2-3/8"
8"
2-3/8"
3/4"
445 –75
7/16"
1-3/4"
3-1/2"
1-3/8"
1/2" 3/4" 5/16"
2-1/8"
W 10x33
8"
2-3/4"
8"
2-3/4"
1"
580 –90
9/16"
2"
4"
1-9/16"
1/2" 3/4" 5/16"
2-3/8"
W 12x45
8"
3"
8"
3"
1"
580 –90
9/16"
2"
4"
1-9/16"
1/2" 3/4" 5/16"
2-3/4"
* Designations: Normal Depth in inches and weight in pounds per linear foot.
LAST
REVISION
07/01/13
REVISIO N
STEEL POST & ALTERNATIVE BASE DETAILS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
MULTI-COLUMN GROUND SIGN
NO.
11200
SHEET
NO.
3 of 3
Number & Location Of Panel Splices To
Be Determined By The Sign Face
Number Of Zee 3x2.69x2.33
Supplier. See Detail Of Sign Face Splice
Number Of I6x4.69 or Zee 5x3.25x4.01
Horiz. Wind Beams For
Zee 3x2.69x2.33 Alum. Wind
Vertical Hanger Beams For Sign Length
Sign Depth And Wind
Beams See Table For Number
Wind
6"
M.P.H.
No. Beams
2 Hangers
3 Hangers
4 Hangers
5 Hangers
6 Hangers
Max Length
Max Length
Max Length
Max Length
Max Length
X
Max. Depth
150
2
5’
15’
30’
45’
X
150
3
9’
15’
30’
45’
X
150
4
12’
15’
22’
30’
38’
45’
150
5
15’
15’
22’
30’
38’
45’
150
6
18’
15’
22’
30’
38’
45’
130
2
5’
15’
30’
45’
X
130
3
9’
15’
30’
45’
X
130
4
12’
15’
22’
30’
38’
45’
130
5
15’
15’
22’
30’
38’
45’
130
6
18’
15’
22’
30’
38’
45’
110
2
5’
15’
30’
45’
X
X
110
3
9’
15’
30’
45’
X
X
110
4
12’
15’
30’
38’
45’
X
110
5
15’
15’
30’
38’
45’
X
110
6
18’
15’
30’
38’
45’
X
8.
5% D
10.
7% D
7.
0% D
=
=
Six W ind Beam s
Five W ind Beam s
Zee support, shop drawings
=
21% D
splice is allowed at an interior
Four W ind Beam s
than 10’-0", a horizontal panel
=
If the Sign Panels are deeper
=
NOTE:
Three W ind Beam s
2" (Typ.)
Two W ind Beam s
C
Depth D
Equal Spacing For
C
H orizontal W ind Beam s
Hangers See Table For Number
14.
5% D
I6x4.69 or Zee 5x3.25x4.01 Aluminum
shall be required. Minimum
X
X
X
panel section width = 2’-6".
Sign Face
1
8"
Thick
Equal Spacing For Vertical Hangers*
Length L
*Note:
Two Hangers
=
21% L
Three Hangers
=
14.5% L
Four Hangers
=
10.7% L
Five Hangers
=
8.5% L
Six Hangers
=
7.0% L
1
4"
Alum. Flat Head Machine
Screws With Nuts And Lock
Washers. Screws Shall Be
Spaced at 12" Centers Maximum
Spacing of vertical hangers may be varied slightly or as necessary
to clear the truss struts and diagonals at panel points.
ON FOR OVERHEAD TRUSS
EVATI
GN FACE EL
CAL SI
TYPI
6"–
Varies, 5’
Maximum Cantilever
»¿ Panel S
Zee 3x2.69x2.33
C:
\d\projects\standards\roadway\11000-s\11300-01.
dgn
Sign Face
Aluminum
Sign Panels Butt Together
»¿ Top
Wind Beam
Sign Face
2"
1
8"
Thick
Bolt Wind Beam To Vertical
Hanger With 58" Aluminum Hex
I6x4.69 or
Head Bolt With Nut & Lock Washer
Zee 5x3.25x4.01
Alum. Hanger
(SHOWING ATTACHMENT OF SIGN FACE
»¿ Bottom Truss
PANEL TO VERTICAL HANGER SUPPORTS,
VERTICAL I SHAPE HANGER AS SHOWN,
Zee SHAPE OPTIONAL)
sm 970re
1"
3
8"
1
2"
3
8"
See Detail A
M ax. Spacing - 12’
1"
»¿ Panel S
c. to c. Chords)
Depth of Truss (
U- Bolt W /Nut And
C
ON CSECTI
ASTM F2329
Thick
A193 B7 Galvanized according to
Thick
Lockwasher ASTM A449
1
8"
1
8"
or ASTM
Sign Face
Backing Strip
4"
D/2
Pairs Of 14" Aluminum
LA
DETAI
Flat Head Machine
Screws Spaced At
WN)
T SHO
NG NO
I
GHT
I
L
(
12" Centers Maximum
4:
03:
56 PM
D/2+112"–
BACKING STRIP DETAIL
ON
GN & TRUSS CONNECTI
L OF SI
CAL DETAI
TYPI
GENERAL NOTES
2. Design based on 32 ft. maximum height to centroid of sign panel.
DETAILS OF SIGN FACE & TRUSS CONNECTION
3. The Design Wind Speed shall conform to Wind Speed by County shown on Index 11200, Sheet 1.
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
1. For "General Notes" covering Material Specifications see Index 11200.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
STEEL OVERHEAD SIGN STRUCTURES
NO.
11300
SHEET
NO.
1of 1
Back Rake Top of Pipe ’F’ before
Truss installation by using Leveling
Upright-Truss Connection
Nuts at Base Plate.
Splice Connection
Top Truss Chord
Back Truss Chord
Final Upright Position
»¿ Tr
Initial Upright Position
Back Truss Chord
Bottom Truss Chord
CAMBER DIAGRAM
Truss Web Angles (Typ.)
1.
Design according to FDOT Structures Manual. Alternate Designs are not allowed.
2.
Submit shop drawings for all work. Include:
*’
A’
CANTILEVER SIGN STRUCTURE NOTES
’F’ Upright Pipe
a. Field verification of all upright heights.
b. Foundation elevations necessary to insure minimum vertical clearances as per traffic plans.
c. Anchor bolt orientation with respect to centerline of truss and the direction of traffic.
d. Show chord splices a minimum distance of 2 truss panel lengths apart. "SD" Panel from upright is the closest panel in which
a chord splice may be used. See plans for Cantilever Sign Structure Data Table. Upright splices are not allowed.
3.
Shop Fabrication, Assembly, Handling and Shipping:
a. Do not begin fabrication before receiving shop drawing approval.
b. Welding: Conform to American Welding Society Structural Welding Code (Steel) ANSI/AWS D1. 1 (current edition).
c. Shop assemble the entire structure after galvanizing and prior to shipment.
Base Plate Connection
d. If necessary, disassemble and secure components for shipment.
C:
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4.
Sign Structure Materials:
Bottom
of Plate
a. Upright and Chords (Steel Pipe): API -5L-X42, 42 ksi yield or ASTM A500, Grade B (min.).
b. Steel Angles: ASTM A 709, Grade 36.
c. Steel Plates: ASTM A 709, Grade 36.
d. Weld Metal: E70XX.
e. Bolts: ASTM A325 Type 1, (install per Specification Section 700) with single, self-locking nuts.
Footing and
f. Anchor Bolts: ASTM F1554, Grade 55 with ASTM A563 Grade A heavy-hex double nuts.
Pedestal
g. Install all nuts per manufacturer’s instructions.
h. Bolt hole diameters: equal to the bolt diameter plus
1
16".
i. Anchor bolt hole diameters: equal to the bolt diameter plus
j.
1
2".
Use of split lock washers is not permitted.
5.
Galvanization; Nuts, bolts and washers: ASTM F2329. Other steel items: ASTM A123
6.
Sign Panels: Aluminum. See Elevation drawing for sizes and locations.
7.
Foundation Materials:
a. Reinforcing Steel: ASTM A615, Grade 60.
b. Concrete:
Class IV, minimum 5.5 ksi compressive strength at 28-days for all environmental classifications for Spread Footing.
Class IV (Drilled Shaft), minimum 4.0 ksi compressive strength at 28-days for all environmental classifications for Drilled Shaft.
8.
Construct the Sign Structure foundation in accordance with FDOT Specification Section 455.
9.
Prior to erection, record the as-built anchor locations and provide to the Engineer.
sm 970re
10. After placement of the upright and prior to installation of the truss, adjust the leveling nuts beneath the base plate to achieve
ISOMETRIC VIEW
the back rake shown on the Camber Diagram.
11. Place backfill above the footing prior to installation of the sign panels. Do not remove or reduce in height without prior approval of the Engineer.
12. Install sign panels as shown on the Elevation drawing.
* NOTE: Contractor shall verify these Dimensions
prior to Fabrication of Upright.
4:
03:
58 PM
13. Verify CSL access tubes will not interfere with anchor bolt installation before excavating the shaft. When CSL access tube locations conflict
with anchor bolt locations, move the CSL access tube location – two inches along the inner circumference of the reinforcing cage. Notify the
Engineer before excavating the shaft if the CSL access tube locations cannot be moved out of conflict with anchor bolt locations.
14. Handhole at pole base is required for DMS Structures. See Index 18300 for details.
LAST
REVISION
07/01/10
REVISIO N
6/24/2013
NOTE: See Plans for Cantilever Sign Structure Data Table.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
CANTILEVER SIGN STRUCTURE
NO.
11310
SHEET
NO.
1of 5
Directions of Travel
’BB’ Equally Spaced
»¿ Bolt C
Anchor Bolts
’FA’
#5 Ties
’FJ’ Bars @ 1’-0" Top
3" Cover
’BH’
’FG’ Bars @ 1’-0" Bottom
Bars
F L’
’
ally Space
u
d
Eq
Between Anchor Bolts
er
v
Co
3"
.
p)
Ty
(
B
B
r
e
v
6"Co
)
.
p
Ty
(
Center of
»¿˘" Plate Washer (T
CSL Tube (Typ.)
Footing Pedestal
and Upright
’
1’
-0" Bottom
C
Anchor Bolts, (Typ.)
F
’
’
FF’Bars @
1’
-0" Top
#5 Ties (closed ties)
’
FH ’Bars @
(Typ.)
’BD’ Plates Equally Spaced
(Typ.)
’
FB’
2’-2" Lap
6"
E qual
l
y S
rs
pa
Ba
ce
d
6"
6"
See Section B-B
2 x Bolt
Diameter
’F’ OD + 4 Bolt Dia.
2 x Bolt
Diameter
’BG’
PLAN VIEW
’F’ OD + 8 Bolt Dia.
1
Typ.
)
4" (
on the Tube Wall. (Typ.)
1"
»¿’BD
1
4"
M in.
b " M in.
’
BE’
Wire Screen
see Spec. 649-6
See Detail C
3
8»¿"
W
(Typ.)
Leveling Nut
2 Bolt Dia.
2 Bolt Dia.
Splice (Typ.)
Concrete Pedestal
7"
See Traffic Plans
»¿ A
Drilled
(
1) Bolt
2’-2" Lap
2
or Round
6" Cover
’
BK’
’FB’-’FD’
’FD’ (DIA.)
12" M ax.
2
Spaces @
’FB’-’FD’
Elev. Top of Foundation
Rem aining
# 5 Tie
(Typ.) 412" Sq.
diam eter (
M ax.
)
FOOTING ELEVATION
#5 Ties
RD960DM
(Typ.)
’BJ’
’
BC’
A
4" Cover
1
4"
FE"
Bars
’
FA’
# 5 Tie
Amplitude prior to pour.
#5 Ties @ ’FK’
Weld size +
FD Spaces @
minimum
Bars
3" Cover
Roughen
1
to 4"
’
FC’
’
FE’
1"
’FC’ Bars
Construction Joint allowed.
» ¿Ga p = Upright thickness +
4"
the Stiffner Termination
Grade
#5 Ties 6 Spa. @ 4"
DETAIL C
Wrap Fillet Weld Around
Finished
@
6 Spaces
A
(Typ.)
Bars
3" Cover
Bolt
Shaft
2’-0" Min.
’BA’ Bolts
’FB’
Grade
Double
ELEVATION
DRILLED SHAFT
(Alternate Foundation)
’
FC’
10:
29:
59 AM
’
FE’
Finished
1"
C:
\d\projects\standards\roadway\11000-s\11310-02.
dgn
’BF’
2
# 5 Tie
’FD’ (DIA.)
2’
-0" M in.
’FA’-’FD’
2
(
Top)
4"
’FA’-’FD’
5"
’FA’
Cover
See Traffic Plans
W eld size +
See Section B-B
Elev. Top of Foundation
PLAN VIEW
(Base Plate)
otherwise in plans
(
Typ.
)
FOOTING PLAN
unless specified
Anchor Bolts, (Typ.)
3" Cover
6"
DRILLED SHAFT
Nuts
(Typ.)
SECTION B-B
LAST
REVISION
07/01/13
REVISIO N
6/27/2013
VIEW A-A
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
CANTILEVER SIGN STRUCTURE
NO.
11310
SHEET
NO.
2 of 5
See Upright Cap Detail
»¿ Upright
’TG’
»¿ Upright
1
4"
E
1"
Wrap Fillet Weld Around the Stiffner
Termination on the Tube Wall Typ.).
»¿ Truss
’TJ’
1.5 x ’D’ OD
(Typ.)
See Detail H (Typ.)
45
1"
2 Equal Rows
»¿’TD
of Bolts
’TF’
(Typ.)
’TH’
(Typ.)
’SA’
Top Truss Chord
Back Truss
Chord
Truss Web Angles
’
C’(
Truss Depth)
SECTION D-D
G
’TH’
(Typ.)
Back Truss
Chord
D
Chord
F
’
TD’
F
NOTE: Only 6 Bolts
’SC’ Bolts ’SB’ Required
G
»¿
Bottom Truss Chord
shown for clarity
(One Half Each Side of Splice)
Maximum Gap Between
Pipes is
1
2"
3
1
8"
45
for 1" Bolts
3" for
7
8"
»¿’TE
Bolts
212" for 34" Bolts
1"
»¿ Gusset P
(Typ.)
E
’D’ OD + 7"
’C’ x Cos 30
2
3
1 4"
1
2"
1
2
»¿ S
for 1" Bolts
for
7
8"
VIEW E-E
Bolts
114" for 34" Bolts
C:
\d\projects\standards\roadway\11000-s\11310-03.
dgn
’C’ x Cos 30
2
1
4"
for an odd number of bolts per row
1
2"
for an even number of bolts per row
5
D
3
3
4"
(Typ.)
UPRIGHT-TRUSS CONNECTION DETAIL
SPLICE CONNECTION DETAIL
(Optional for trusses longer than 40’)
(Web Members from back Truss Chord omitted for clarity)
’D’ OD + 7"
Bottom Truss Chord
1
2»¿
’TB’ or ’TC’
-1
’F’ OD + 2" + (1.5 x ’D’ OD)
»¿ Upright
’
F’OD + 2"
1"
’
TD’
1
2"
1
2"
x 3
2
»¿ Ch
sm 970re
»¿Bottom o
2 Eq. Spa.
»¿ Chord & Gus
2 Eq. Spa.
Angles
4:
04:
02 PM
’TC’ Hex Head Bolts w/Self-Locking Nuts Section F-F
»¿
Truss Web
’TB’ Hex Head Bolts w/Self-Locking Nuts Section G-G
’TA’
Bolts
DETAIL H
SECTION F-F, SECTION G-G SIMILAR
(With Gusset Plate & Angles omitted for clarity)
NOTE:
Abbreviation
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
OD ~ Outside Diameter
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
CANTILEVER SIGN STRUCTURE
NO.
11310
SHEET
NO.
3 of 5
’F’ OD
+ 1"
Panel
’N’ - 1 Panel
12"
2
2
See Detail M
’D’ Back Truss Chord
’
C’
See Plug Detail
Similar to Detail M
See Detail O
’E’ Truss Web Angles (Typ.)
Top truss Chord
See Detail Q
VIEW J-J
VIEW K-K Similar
»¿ Upright
(Out-of-Plane Members not shown for clarity)
Chord Splices not shown
Span Length, comprised of ’N’ Equal Panels
7"
See Detail N
I
Similar to Detail P
J
’
C’
30
’E’ Truss
’D’
Web Angles
Truss
See Plug Detail
K
(Typ.)
’D’
’
C’
C:
\d\projects\standards\roadway\11000-s\11310-04.
dgn
See Detail L
Chords
’E’
J
’D’
30
»¿ Gusset (
K
See Detail P
’B’ Panel Length
’D’ Back Truss Chord
’F’ OD
I
+ 1"
2
SECTION I-I
(Typ.)
FRONT OF TRUSS ELEVATION
4:
04:
03 PM
sm 970re
(Back Truss Chord and attached Angles not shown for clarity)
NOTE:
6/24/2013
Abbreviation
LAST
REVISION
07/01/05
REVISIO N
OD ~ Outside Diameter
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
CANTILEVER SIGN STRUCTURE
NO.
11310
SHEET
NO.
4 of 5
See Upright-Truss
Truss Chord (Typ.)
Connection Detail
E
B
»¿ Chord (
See Plug Detail
7
8"
A
for 1" Bolts
3" for
E
1
2"
3
Bolts
EA
212" for 34" Bolts
1
4"
’GB’ " Hex Head Bolts
for
134"
for 1" Bolts
for
7
8"
Bolts
1
4"
for
3
4"
Bolts
for
5
8"
Bolts
1
6"
Bolts
1
2"
1
w/ Self-Locking Nuts (Typ.)
5
8"
2
1
1 8"
»¿’GA’ ’GD’ x
EB
»¿’GA’ (
»¿’GA’ ’GF’ x
EB
’E’ Truss Web Angles (Typ.)
DETAIL L
DETAIL M
A
E
DETAIL N
’E’ Truss Web Angles (Typ.)
»¿’GA’ ’GH’ x
B
E
6"
’GB’ " Hex Head Bolts
’GK’
w/ Self-Locking Nuts (Typ.)
»¿’GA
Wrap Fillet Weld Around Plate
See Upright-Truss
Termination on the Tube Wall (Typ.).
»¿’GA’ ’GF’ x
EB
Connection Detail
Plate is skewed to
plane of view
DETAIL O
DETAIL P
1
2"
C:
\d\projects\standards\roadway\11000-s\11310-05.
dgn
1
1
2"
1
2"
S
1
4"
Plate (Cap)
’
F’OD +
S
Hole; Tack Weld
Min.
3
16"
»¿ Upright
9
16"
DETAIL Q
1
8"
1
8"
Hex Nut
Thick Neoprene
Gasket (Glued to Cap)
(Chase Threads after Galvanizing)
’D’ OD
2
»¿
1
2"
x 112" x 14"
SECTION R-R
1
4"
Bar
SECTION S-S
sm 970re
R
1
2"
PLUG DETAIL
1
2"
Plate (Cap)
1
4"
(Showing Cap plate only)
1
4"
R
Hex Head Bolt
4:
04:
05 PM
w/ Rubber Washer (Top)
UPRIGHT CAP DETAIL
NOTE:
6/24/2013
Abbreviation
LAST
REVISION
07/01/13
REVISIO N
OD ~ Outside Diameter
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
CANTILEVER SIGN STRUCTURE
NO.
11310
SHEET
NO.
5 of 5
»¿ Span (Even Number of Pa
Upright-Truss Connection
»¿ Span (Odd Number of Pa
»¿
Top Truss Chord
Splice Connection
Back Truss Chord
Truss Web Angles (Typ.)
Bottom
*’
C’
»¿
l
e
n
e Pa
On
Truss Chord
»¿ Right Upright Pip
ISOMETRIC VIEW
* NOTE: Contractor shall verify these Dimensions
Prior to Fabrication of Uprights.
Base Plate Connection
»¿ Left Upright Pip
*’
B’
Bottom of Plate
Drilled Shaft
SPAN SIGN STRUCTURE NOTES
Bottom of Plate
1.
Design according to FDOT Structures Manual. Alternate Designs are not allowed.
2.
Submit shop drawings for all work. Include:
a. Field verification of all upright heights.
C:
\d\projects\standards\roadway\11000-s\11320-01.
dgn
b. Foundation elevations necessary to insure minimum vertical clearances as per traffic plans.
c. Anchor bolt orientation with respect to centerline of truss and the direction of traffic.
d. The method to be used to provide the required parabolic camber. (See Camber Diagram)
3.
Shop Fabrication, Assembly, Handling and Shipping:
a. Do not begin fabrication before receiving shop drawing approval.
b. Welding: Conform to American Welding Society Structural Welding Code (Steel) ANSI/AWS D1. 1 (current edition).
c. Shop assemble the entire structure after galvanizing and prior to shipment.
d. If necessary, disassemble and secure components for shipment.
4.
Sign Structure Materials:
a. Upright and Chords (Steel Pipe): API -5L-X42, 42 ksi yield or ASTM A500, Grade B (min.).
b. Steel Angles: ASTM A 709, Grade 36.
’K’
c. Steel Plates: ASTM A 709, Grade 36.
d. Weld Metal: E70XX.
e. Bolts: ASTM A325 Type 1, (install per Specification Section 700) with single, self-locking nuts.
f. Anchor Bolts: ASTM F1554, Grade 55 with ASTM A563 Grade A heavy-hex double nuts.
g. Install all nuts per manufacturer’s instructions.
h. Bolt hole diameters: equal to the bolt diameter plus
NOTE: See Plans for Span Sign Structure
1
16".
i. Anchor bolt hole diameters: equal to the bolt diameter plus
Data Table.
j.
1
2
1
2".
1
2
Span
Span
Use of split lock washers is not permitted.
5.
Galvanization; Nuts, bolts and washers: ASTM F2329. Other steel items: ASTM A123
6.
Sign Panels: Aluminum. See Elevation drawing for sizes and locations.
7.
Foundation Materials:
CAMBER DIAGRAM
a. Reinforcing Steel: ASTM A615, Grade 60.
b. Concrete: Class IV (Drilled Shaft), minimum 4.0 ksi compressive strength at 28-days for all environmental
sm 970re
classifications.
8.
Construct the Sign Structure foundation in accordance with FDOT Specification Section 455.
9.
Prior to erection, record the as-built anchor locations and provide to the Engineer.
10. Provide a parabolic camber with the maximum upward deflection as shown on the Camber Diagram.
11. Locate Chord splices a minimum of 3 truss panel lengths apart. Chord splices may be either the Standard splice or
the Alternate splice
but not both on this structure. Upright splices are not allowed.
4:
04:
07 PM
12. Install sign panels as shown on the Elevation drawing.
13. Verify CSL access tubes will not interfere with anchor bolt installation before excavating the shaft. When CSL
access tube locations conflict
with anchor bolt locations, move the CSL access tube location – two inches along the inner circumference of the
reinforcing cage. Notify the
Engineer before excavating the shaft if the CSL access tube locations cannot be moved out of conflict with anchor bolt
6/24/2013
locations.
LAST
REVISION
07/01/10
REVISIO N
14. Handhole at pole base is required for DMS structures. See Index 18300 for details.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPAN SIGN STRUCTURE
NO.
11320
SHEET
NO.
1of 5
See Upright Cap Detail
B
’BB’ For Left Upright
’CB’ For Right Upright
Wrap Fillet Weld Around Stiffner
Equally Spaced
1"
Center of Drilled Shaft
»¿ Upright
1
4"
Termination on the Tube Wall (Typ.).
Anchor Bolts
’LF’ For Left Upright
and Upright
’RF’ For Right Upright
(Typ.)
45
1.5 x ’F’ OD
»¿ Bolt C
For Left Upright
1"
See Detail D
2 Equal Rows
’BD’ Stiffner Plates
Equally Spaced between
’LH’ For Left Upright
of Bolts
(Typ.)
’RH’ For Right Upright
Anchor Bolts
’LC’ Or ’RC’ Plate (Typ.)
Top Truss Chord
’BH’ For Left Upright
’CH’ For Right Upright
Truss Web Angles
’
E’(
Truss Depth)
A
A
For Right Upright
’CD’ Stiffner Plates
Equally Spaced between
»¿ Upright
Anchor Bolts
(Typ.)
»¿˘" Plate Washer (T
’LG’ or ’RG’
2 x Bolt
2 x Bolt
Diameter
Diameter
Back Truss Chord
»¿
Chord
C
C
(Typ.)
Bottom Truss Chord ’F’
’H’ or ’J’ OD + 4 Bolt Dia.
’LE’ For Left Upright
’RE’ For Right Upright
See Detail D
(Typ.)
’H’ or ’J’ OD + 8 Bolt Dia.
45
PLAN VIEW
’LD’ or ’RD’ Plate
’LG’ or ’RG’
1"
BASE PLATE
’F’ OD + 7"
»¿ Gusset P
3
4"
(Typ.)
2
’BG’ Left Upright
B
’CG’ Right Upright
’F’ OD + (’H’ or ’J ’) OD
+
1
4"
For An Odd Number Of Bolts Per Row
1
2"
For An Even Number Of Bolts Per Row
5
3
10" for Truss Depths less than 7’-0"
1’-2" for Truss Depths 7’-0" or Greater
2
VIEW B-B
RIGHT UPRIGHT-TRUSS CONNECTION DETAIL
(LEFT UPRIGHT -TRUSS CONNECTION SIMILAR)
»¿Cop
Web Members From Back Truss
Chord Omitted For Clarity
1
Typ.
)
4" (
’F’ OD + 7"
-1
’CF’ Right Upright
’CE’ Right Upright
’BC’ Left Upright
’BJ’ Left Upright
3
8»¿"
W
»¿ Ch
Leveling
’BA’ Bolt, Left Upright
Nuts
’CA’ Bolt, Right Upright
Double Nuts
1"
(Typ.)
(
1) Bolt
2 Bolt Dia.
diam eter (
M ax.
)
2 Bolt Dia.
’
FE’Right Upright
»¿Bottom of
’
DE’Left Upright
RD960DM
9:
30:
00 AM
(’H’ or ’J’) OD + 2"
412" Sq. or Round (Typ.)
see Spec. 649-6
Drilled Shaft
1.5 x ’F’ OD +
’CJ’ Right Upright
»¿ Anchor
Wire Screen
1"
’
LC’ Or ’
RC’
on the Tube Wall. (Typ.)
1"
’CC’ Right Upright
the Stiffener Termination
»¿ Upright
1
2"
’BE’ Left Upright
Wrap Fillet Weld Around
1
4"
(Typ.)
1"
Truss Web Angle
»¿ Ch
»¿
w/ Self-Locking Nuts
2 Eq. Sp.
6/27/2013
REVISIO N
07/01/13
’LA’ or ’RA’ Bolts
DETAIL D
2 Eq. Sp.
SECTION C-C
Abbreviation
LAST
’LB’ or ’RB’ Hex Head Bolts
»¿Gusse
NOTE:
SECTION A-A
REVISION
Bottom Truss Chord
(’H’ or ’J’) OD + 2"
M in.
’CD’ Right Upright
Weld size +
x
1
3 2"
2
b " M in.
’BD’ Left Upright
1
4"
’LB’ or ’RB’
’BF’ Left Upright
» ¿Ga p = Upright Thickness +
W eld size +
C:
\d\projects\standards\roadway\11000-s\11320-02.
dgn
(as shown)
(With Gusset Plate and
Angles omitted for clarity)
OD ~ Outside Diameter
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPAN SIGN STRUCTURE
NO.
11320
SHEET
NO.
2 of 5
’D’-1 Panels
’GC’
’GC’
’F’ OD Back Truss Chord
See Plug Detail (Typ.)
»¿ Span (Even Number of Pa
F
’
E’
See Detail H
’
E
’
’F’
0
3
G
See Detail M
Similar to Detail H
»¿ Span (Odd Number of Pa
’
E’
’G’ Truss Web Angles (Typ.)
Top Truss Chord
VIEW F-F
’F’
’G’
»¿ Upright
F
VIEW G-G Similar
»¿ Upright
(Out-of-Plane Members not shown for clarity)
’H’ OD
+ 1"
2
’J’ OD
Span Length, ’A’, comprised of ’D’ Equal Panels
»¿ G
0
3
+ 1"
2
1
2
»¿ Span (Even N
The Number Of Panels For An Even Number Of Panels
of Panels)
E
G
’F’
See Detail L
’F’
See Detail K
SECTION E-E
’
E’
See Detail I
See Detail J
1
2
»¿ Span (Odd Number of Pa
The Number Of Panels Rounded Down To The Closest
E
Whole Number For An Odd Number Of Panels
C:
\d\projects\standards\roadway\11000-s\11320-03.
dgn
’F’
FRONT OF TRUSS ELEVATION
(Back Truss Chord and attached Angles not shown for clarity)
2 ~ 12" Bolts (Typ.)
3
4"
1
1
5
2"x3 2"x 16"
112"
»¿
1
2"
U-Bolt w/ Self-Locking Nuts (Typ.)
sm 970re
4" Aluminum Zee Sign Hanger
1
2"
Attach Luminaire to angle with
U Bolt
4 ~
1
2"
bolts at each location
4:
04:
11 PM
where required
»¿
1
2"
1
5
2"x 16"
x3
(For attachment of
Provide this Detail for Back Mounted Signs
Luminaire Support)
at all Sign Hanger Locations
NOTE:
Abbreviation
OD ~ Outside Diameter
6/24/2013
BACK-SIDE SIGN MOUNTING DETAIL
LAST
REVISION
07/01/13
REVISIO N
NOTE:
See Index No. 11300.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPAN SIGN STRUCTURE
NO.
11320
SHEET
NO.
3 of 5
E
B
See Upright-Truss
E
Connection Detail
»¿ Chord (
A
Truss Chord ’F’ (Typ.)
»¿
3
8"
4
1
4"
for 1
Bolts
312" for 1" Bolts
3" for
EB
»¿’GA’ ’GD’ x
1
2"
2
7
8"
for
Bolts
3
4"
EA
Bolts
214" for 58" Bolts
»¿’GA’ ’GF’
»¿’GA’ ’GF’ x
»¿ Up
2316" for 114" Bolts
134" for 1" Bolts
See Detail I
For Edge
112"
Truss Web
Distance
for 78" Bolts
EB
114" for 34" Bolts
Angles (Typ.)
DETAIL H
118" for 58" Bolts
DETAIL I
DETAIL J
A
E
Truss Web Angles (Typ.)
B
E
»¿’GA’ ’GF’ x
’GB’ Hex Head Bolts
»¿’GA’ ’GJ’ x
w/ Self-Locking Nuts, (Typ.)
Wrap Fillet Weld Around Plate
’GB’ Hex Head Bolts
»¿ Up
Termination on the Tube Wall (Typ.).
’GL’
w/ Self-Locking Nuts, (Typ.)
See Upright-Truss
EB
Connection Detail
»¿’GA’ ’GF’ x
Centroids of Angles
and Chords Intersect
C:
\d\projects\standards\roadway\11000-s\11320-04.
dgn
Plate is skewed to
(Typ.)
DETAIL K
DETAIL L
1
2"
1
DETAIL M
plane of view
Min.
3
16"
»¿ Upright
O
»¿
9
16"
1
2"
O
x 112" x 14"
1
4"
Plate (Cap)
1
8"
Thick Neoprene
1
8"
Gasket (Glued to Cap)
Hole
Tack Weld 12" Hex Nut
’F’ OD
2
(Chase Threads after Galvanizing)
(’J’ or ’H’) OD +
1
2"
1
4"
Bar
SECTION O-O
SECTION N-N
(Showing Cap plate only)
sm 970re
1
4"
Plate (Cap)
1
2"
PLUG DETAIL
1
4"
N
1
2"
(Each end of Back Truss Chord)
N
Hex Head Bolt
4:
04:
12 PM
w/ Rubber Washer (Top)
NOTE:
Abbreviation
OD ~ Outside Diameter
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
UPRIGHT CAP DETAIL
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPAN SIGN STRUCTURE
NO.
11320
SHEET
NO.
4 of 5
»¿’PA’
»¿’PA’
Q
#5 Ties
2’-2" Lap
Chord
’PB’
Sp
a
ce
d
ars Equ
al
C’ B
ly
’F
P
Q
»¿ Bolt C
CSL Tube (Typ.)
or
Chord
r
e
v
6"Co
)
.
p
Ty
(
’
P
C
Anchor Bolts, (Typ.)
’D
»¿Flang
See Section A-A
6 Bolts Shown
’PF’ Bolts Required
»¿Flange
Evenly Spaced
ELEVATION
ALTERNATE SPLICE CONNECTION
SECTION P-P
PLAN VIEW
DRILLED SHAFT
See Section A-A
Elev. Top of Foundation
(Typ.)
(One Half Each
Side of Splice)
Maximum Gap
(Typ.)
Between Pipes 18"
4"
(
Right Upright)
FE"
FD Spaces @
12" M ax.
DE"
DD Spaces @
(
Left Upright)
Spaces @
Bars
Rem aining
# 5 Tie
6" Cover
(Typ.)
for
3
4"
»¿ S
Drilled Shaft
7"
1
2"
’DC’ @ Left Upright
’FC’ @ Right Upright
for 1" Bolts
3" for 78" Bolts
2
Bars
Bolts
114" for 34" Bolts
# 5 Tie
»¿ Truss
Left Upright
for
7
8"
Right Upright
1
1 2"
’
DA’@
134" for 1" Bolts
’
FA’@
C:
\d\projects\standards\roadway\11000-s\11320-05.
dgn
SECTION Q-Q
1
2"
Grade
’PC’
’PC’ + 116"
3
Finished
@
’SB’ Required
6 Spaces
’SC’ Bolts
# 5 Tie
R
Bars
5"
’PD’
Chord
2’
-0" M in.
shown for clarity
(
Top)
4"
NOTE: Only 6 Bolts
Cover
See Traffic Plans
otherwise in plans
Anchor Bolts, (Typ.)
’PE’ Dia. Bolts (Typ.)
unless specified
»¿Flang
Bolts
R
RD960DM
’SA’
’DB’ Left Upright
’FB’ Right Upright
SECTION R-R
ELEVATION
DRILLED SHAFT
LAST
REVISION
07/01/10
REVISIO N
6/27/2013
12:
37:
40 PM
ELEVATION
SPLICE CONNECTION
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPAN SIGN STRUCTURE
NO.
11320
SHEET
NO.
5 of 5
SINGLE COLUMN GROUND SIGN NOTES:
GUIDE TO USE THIS STANDARD:
1.
DESIGN WIND SPEED: See Wind Speeds by County.
1.
2.
GENERAL SPECIFICATIONS: Current FDOT Standard Specifications for Road and
2.
Determine the height ’H’ from groundline for the individual sign or the cluster.
Bridge Construction and supplements thereto.
3.
Select the appropriate Column (Post) Selection Tables by Wind Speed and find the intersection point.
4.
Design the post and the foundation according to the dark-bold lines or shaded area (if cantilever sign) in the
Calculate the area and the centroid for an individual sign or a sign cluster. Note that the centroid and areas have
been calculated for frequently used sign clusters. These are shown on Sheet No. 6, 7 & 8 of 8.
3.
DESIGN SPECIFICATIONS: AASHTO Standard Specifications for Structural Supports
Column (Post) Selection Tables and Post and Foundation Table. For sign posts with signs oriented in two directions,
for Highway Signs, Luminaires and Traffic Signals, as modified by the
only the sign with the largest area should be analyzed to determine the post requirements.
FDOT Structures Manual.
4.
Centroid
EXAMPLE:
ALUMINUM: Aluminum Materials shall meet the requirements of Aluminum Association
Size
Alloy 6061-T6 (ASTM B209, B221, or B308), except as noted below.
CONCRETE: Class I.
6.
SIGN PANELS: 0.08 inches min. thick Aluminum Plate with all corners rounded.
NORTH
(in. x in.)
3
7.
(in.)
(in.)
(in.)
»¿(in
7.5
315
-4,252.5
2,362.5
7.5
315
+4,252.5
2,362.5
576
-7,776
16,128
436
5,886
12,208
288
-3,888
13,536
Centroid of Sign Cluster
ALUMINUM BOLTS, NUTS, AND LOCK WASHERS:
COUNTY
b. Nuts: ASTM F467, Alloy 6061-T6 or 6262-T9.
’
H’
2
1
STAINLESS STEEL BOLTS, NUTS, AND LOCKWASHERS:
’
B’
Bottom of Sign Cluster
c. Lockwashers: ASTM B221, Alloy 7075-T6.
1
21 x 15
7.5
2
21 x 15
7.5
3
24 x 24
12
Stainless Steel Bolts, Nuts, and Lockwashers: ASTM F593 and ASTM F594, Alloy Group 2.
Condition A, CW2, or SH4 may be provided in lieu of Aluminum Bolts, Nuts, and Washers.
U-bolts, Nuts, and Lockwashers: ASTM A307, Grade A, galvanized in accordance
4
24 x 24
12
5
24 x 12
6
6
24 x 12
6
Edge of Pavement Elev.
’
A’
U-BOLTS, NUTS, AND LOCKWASHERS:
Mounting Elev.
with ASTM F2329.
10. BREAKAWAY SUPPORTS REQUIREMENTS: Install non-frangible aluminum column (post)
(larger than
1
3 2")
’Y’ x ’A’
n
n
’Y ’
n
thick anodic coating and chromate sealed.
9.
’X’ x ’A’
n
n
global
’X ’
n
»¿(in
»¿(in
4
a. Aluminum bolts: ASTM F468, Alloy 2042-T4 with at least 0.0002 inches
8.
’A ’
n
global
’Y ’
n
EAST
’
C’
5.
H x V
6
5
local
-10.5-1.5-1.5
= -13.5
10.5+1.5+1.5
= 13.5
-12-1.5
15+1+12=
= -13.5
28
12+1.5
15+1+12=
= 13.5
28
-12-1.5
15+1+24+
= -13.5
1+6=47
12+1.5
15+1+24+
= 13.5
1+6=47
with breakaway supports as shown on Sheet 5. Signs
288
3,888
13,536
2,218
-1,890
60,133
TOTALS
shielded by barrier wall or guardrail do not require breakaway support.
S (’A ’) »¿= 2,218 in.† = 15.4
n
’X’ =
c
S ( ’X’ x ’A’ )
n
n
S (’X ’ x ’A ’) »¿= -1,890 in.‡ = -1.09
n
n
= -0.1 ft.
’Y’ =
c
S ’A’
n
Assume: Bay County, ’A’ = 1 ft.,
Calculated: ’X’ =
c
S ( ’Y’ x ’A’ )
n
n
S (’Y ’ x ’A ’) »¿= 60,133 in.‡ = 34.8
n
n
= 2.26 ft.
S ’A’
n
’B’ = 7 ft.
-0.1 ft. ’C’ =’Y’ = 2.26 ft.
c
Since ’X’< 6", it is not a cantilever sign, only dark-bold lines in the table will be referenced to.
c
’H’ = ’A’ +’B’ +’C’ = 10.26 ft. ==>
S (’A ’) »¿= 15.4 f
n
USE 11 ft.
»¿==> USE 16 f
’H’ (ft.)
8
0
11 12
1
13
14 15
2
16
17
18
19
20
3
For WIND SPEED = 130 MPH,
5
»¿’H’ = 11 ft.,
Area = 16 f
6
7
- Refer to the 130 mph Column (Post) Selection
8
Table, as copied from Sheet 3 and shown here.
4
»¿- Using the 16 ft.† area on the left hand si
9
the table, go across to the 11 ft. height and find
10
11
WIND SPEEDS BY COUNTY:
110 MPH
Jefferson, Lafayette, Lake, Leon, Madison, Marion, Polk, Putnam, Sumter, Suwannee and
Union counties.
sm 970re
10
4
Alachua, Baker, Bradford, Clay, Columbia, Gadsden, Gilchrist, Hamilton, Hardee, Jackson,
130 MPH
Bay, Brevard, Calhoun, Charlotte, Citrus, De Soto, Dixie, Duval, Flagler, Franklin, Glades,
Gulf, Hendry, Hernando, Highlands, Hillsborough, Holmes, Lee, Levy, Liberty, Manatee,
Nassau, Okaloosa, Okeechobee, Orange, Osceola, Pasco, Pinellas, Sarasota, Seminole,
St Johns, Taylor, Volusia, Wakulla, Walton and Washington counties.
4:
04:
16 PM
9
3
TOTAL PANEL AREA (
SF)
C:
\d\projects\standards\roadway\11000-s\11860-01.
dgn
ALUMINUM COLUMN (POST) SELECTION TABLE
(WIND SPEED = 130 MPH)
5
the X cell leads to.
- In the Post and Foundation Table, the symbol 4
12
13
concludes that the design requires a 4.0" diameter
14
6
and 0.25" thick Aluminum Column (Post) and
15
16
a 2.0’ diameter and 4.0’ deep Concrete Foundation.
X
17
18
19
20
21
22
23
24
150 MPH
the cell marked with X.
- find the symbol 4 which the dark-bold line under
Broward, Collier, Dade, Escambia, Indian River, Martin,
25
Monroe, Palm Beach, Santa Rosa and St. Lucie counties.
26
7
27
=
6/24/2013
28
LAST
REVISION
01/01/12
REVISIO N
30
If CANTILEVER SIGN configuration (see
Cantilever Sign Details) falls in this region,
29
use next larger post size than that indicated.
8
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
NOTES AND EXAMPLE
SINGLE COLUMN GROUND SIGNS
NO.
11860
SHEET
NO.
1of 8
CALCULATION OF SIGN
’X’
c
CLUSTER CENTROID:
NORTH
Bottom of Sign Cluster
Bottom of Sign
S ’A’
n
’X’ = Centroid horizontal location of sign
c
»¿or cluster from Column (
’
Y’
n
’
Y’
n
’Y’ = Centroid height of sign or cluster
c
from bottommost edge
Mounting Elev.
Edge of Pavement Elev.
Mounting Elev.
’
Y’
n
centroid from groundline
’X’ = Individual sign centroid horizontal
n
»¿location from Column (
TYPICAL SECTION
’Y’ = Individual sign centroid height
n
from bottommost edge
’
Y’
n
’
Y’
n
’
Y’
n
Edge of Pavement Elev.
’H’ = Height of sign or cluster
COUNTY
’
Y’
c
’
C’
S ( ’Y’ x ’A’ )
n
n
’
B’
’Y’ =
c
’
A’
’C’ =
’
H’
EAST
COUNTY
Centroid of Sign
’
H’
NORTH
Centroid of Sign Cluster
S ’A’
n
’
C’
1" Typ.
’X’ =
c
EAST
S ( ’X’ x ’A’ )
n
n
’
B’
’X’
n
’
A’
’X’
n
’A’ = Area of individual sign
n
3" Typ.
For ’A’ & ’B’ see Index No. 17302 and Roadway Plans.
»¿ Aluminum Column (
NOTE:
No sign or sign cluster area shall exceed
SIGN CLUSTER
30 SF nor shall any sign or sign cluster
have a total width exceeding 60 inches.
X
X
X/2
X/2
0.71a
C:
\d\projects\standards\roadway\11000-s\11860-02.
dgn
a
X/2
X
»¿
»¿
»¿
»¿
»¿
»¿
Centroid
0.
71 a
h/2
h/2
2/3 h
h
h
»¿
h
»¿
Centroid
Centroid
STOP
YIELD
X
Centroid
RECTANGLE
X
X/2
DIAMOND
X
X/2
X
X/2
X/2
»¿
»¿
sm 970re
»¿
»¿
Centroid
RAILROAD
h
h/2
0.
55 h
h
»¿
0.
4 h
h/2
h
h
4:
04:
18 PM
Centroid
6/24/2013
»¿
»¿
»¿
Centroid
SCHOOL
Centroid
SHIELD
COUNTY
LAST
REVISION
07/01/09
REVISIO N
CENTROID AND HEIGHT
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SINGLE COLUMN GROUND SIGNS
NO.
11860
SHEET
NO.
2 of 8
ALUMINUM COLUMN (POST) SELECTION TABLE
(WIND SPEED = 110 MPH)
ALUMINUM COLUMN (POST) SELECTION TABLE
(WIND SPEED = 130 MPH)
ALUMINUM COLUMN (POST) SELECTION TABLE
(WIND SPEED = 150 MPH)
’H’ (FT)
’H’ (FT)
’H’ (FT)
4’-0" Max.
6" Min.
8
9
10
11
12
0
13
1
14
15
16
17
18
19
20
8
2
0
3
10
11
12
13
14
1
15
16
17
18
19
20
8
4
5
6
6
6
7
7
8
8
9
9
TOTAL PANEL AREA (
SF)
12
13
14
15
5
16
17
18
19
6
20
21
12
14
6
15
16
17
18
19
20
21
2
18
19
20
3
6" Min.
4
»¿
5
»¿ Alu
Column (Post)
6
12
CANTILEVER SIGN
14
15
NOTE:
All cantilever sign installations shall comply
16
17
7
with Standard Index 17302.
18
19
20
21
23
23
24
24
25
25
25
26
26
26
27
27
27
28
28
28
22
23
24
7
29
29
30
=
17
13
22
7
16
11
22
30
15
10
5
13
29
14
9
11
4
13
8
10
11
12
7
4
TOTAL PANEL AREA (
SF)
10
11
1
5
3
10
3
3
4
5
9
2
3
4
TOTAL PANEL AREA (
SF)
9
30
8
8
If CANTILEVER SIGN configuration (see Cantilever Sign Details) falls
in this region, use next larger post size than that indicated.
C:
\d\projects\standards\roadway\11000-s\11860-03.
dgn
9
16"
Bolt Holes (Hole
spacing to match U-Bolts)
POST AND FOUNDATION TABLE
(washers as required)
»¿ Thickne
Foundation Alternatives
Concrete (Class I)
sm 970re
Diameter
Wall
(IN)
(IN)
without
with
Soil Plate
Soil Plate
Diameter
Depth
(FT)
(FT)
Stub
Length
(FT)
0
2.0
4.5
2.5
2.0
2.0
1
2.5
5.0
3.0
2.0
2.0
2.0
2
3.0
5.0
3.5
2.0
2.5
2.5
3
3.5
6.0
4.5
2.0
3.0
3.0
4
4.0
---
---
2.0
4.0
3.0
5
4.5
---
---
2.0
4.0
3.0
6
5.0
---
---
2.0
4.5
3.0
7
6.0
---
---
2.0
5.0
3.0
8
8.0
---
---
2.0
5.5
3.0
—
6"
Depth (FT)
2.0
6"
Driven Post *
1’
-0"
Post Size
1
4"
8"
* INSTALLING FRANGIBLE COLUMN SUPPORTS:
Columns (posts) may be installed by driving the columns
14"
in accordance with this Index, or as an alternate method,
4:
04:
20 PM
the columns (posts) may be set to the depth indicated
ALUMINUM SOIL PLATE DETAILS
in preformed holes backfilled with suitable material tamped
in layers not thicker than 6" to provide adequate
6/24/2013
compaction or filled with flowable fill or bagged concrete.
NOTES:
1.
Align Soil Plate bottom at 2/3 of foundation depth.
2.
Slot up to 1" long is allowed to accommodate various post sizes.
3.
Rectangular soil plate of size 1’-2" x 1’-0" may be used as an alternative.
LAST
REVISION
01/01/11
REVISIO N
POST AND FOUNDATION TABLES
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SINGLE COLUMN GROUND SIGNS
NO.
11860
SHEET
NO.
3 of 8
1
4"
or 12" U-bolt sized specifically for
Aluminum
312" M in.
post diameter with Nut and Lockwasher
As needed
Zee 134x134x1.09
6"
5
5
16"
Column
Align top of signs
3
4"
»¿ Alu
(
Typ.
)
0" M in.
8" Min. Zee Bracket Wind Beam Length
A
Sign Face
Sign Face
»¿ Br
3
8"
Button
Head Bolts)
»
3
8"
1
2"
Aluminum
6" (Single Sign)
Button Head Bolt with
1" Min.
1’-0" Max.
5" Max.
9" (Double Sign)
Nut and Washer (Typ)
1" Min.
A
Min.
»¿(Along Br
Connection)
(Edge dist.)
1"
»¿
H eight ’
H’
Connection
Sign
»¿ Alu
Column (Post)
Sign Face
Aluminum
Column
Sign Face
(Post)
6" Max.
BRACKET DETAIL
Sign Face
NOTES:
5
16"
1.
SIGNS AT 90
Stainless Steel Hex Head Bolts with Flat Washer
under Head and Lockwasher under Nut may be used in
2.
Aluminum
NOTE:
lieu of 38" Aluminum Button Head Bolts.
Column
Use the area and the centroid
Nylon washers provided by the sheeting supplier shall
(Post)
location of the largest sign to
be used on all ground mounted signs. The washers shall
determine column (post) size.
be installed under the sign bolt head to protect the sheeting.
3.
Vertical spacing of brackets shall not exceed 2’-6".
Use additional brackets, spaced evenly, to maintain
maximum spacing.
VIEW A-A
*
SIGNS BACK-TO-BACK
For signs with either dimension of sign size greater
than 30" a third zee bracket wind beam shall be installed
along the ¡.
L
L/2
Zee Bracket Wind Beam
6"
»¿
M ax.
Zee Bracket Wind Beam
6"
C:
\d\projects\standards\roadway\11000-s\11860-04.
dgn
6"
Zee Bracket Wind Beam
»¿
»¿
»¿
** For Yield signs greater than 36" a third
6"
6"
STOP
M ax.
»¿
6"
»¿
RECTANGLE
DIAMOND
zee bracket wind beam shall be installed
»¿(Use only one Wind Beam at
along the ¡.
for sign height up to 12")
Zee Bracket Wind Beam
Zee Bracket Wind Beam
Zee Bracket Wind Beam
Zee Bracket Wind Beam
6"
»¿
»¿
6"
6"
4:
04:
22 PM
»¿
»¿
6"
»¿
6"
»¿
6"
»¿
»¿ S
6"
»¿
6"
»¿
6"
6"
sm 970re
Zee Bracket Wind Beam
6/24/2013
YIELD
COUNTY
RAILROAD
SCHOOL
SHIELD
LAST
REVISION
07/01/13
REVISIO N
CONNECTION AND WIND BEAM
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SINGLE COLUMN GROUND SIGNS
NO.
11860
SHEET
NO.
4 of 8
Aluminum
Column (Post)
Aluminum
Column
SLIP BASE NOTES:
Sleeve Bolt
1.
(See Note #6)
2.
High Strength Washer
Bolt Keeper Plate (Typ.)
Finished Grade
Aluminum Base Plates
larger than the
Sleeve Bolts: ASTM A-307,
1
2"
median, etc.
galvanized steel bolt (with lock nuts)
or Alloy 2024-T4 or 6061-T6 (ASTM B-211).
Hole Size ’D’
3.
Base bolts, Nuts, and Washers: high strength ASTM A-325 galvanized per ASTM F2329.
4.
Base plates may have either single or double beveled slots.
5.
An alternate cast base plate of aluminum alloy 356 and T6 temper in
lieu of the fabricated base plate may be submitted for approval.
and will be bolted to the casting.
6.
a.Connect column to sleeve using two
Depth of Footing
1
2"
machine bolts.
b.Assemble top base plate to stub base plate using high strength bolts
min. sleeve size
’
W’
Stub Length
Stub size equals
Stub
Assemble the slip base connection in the following manner:
with three hardened washers per bolt. One of the three washers
or larger
per bolt and two bolt keeper plates go between the base plates.
Orient the bolt keeper plates in the Directions of Traffic.
c.Use shim stock as required to plumb the column.
Provide bond breaker
between adjacent
concrete surfaces
3" M in.
If a cast base plate is used, the stub will be the same size as the column
Base Plate
Aluminum
Depth of Footing
4"
Use sleeves with an inside diameter (I.D.) no more
outside diameter (O.D.) of the column.
Aluminum Sleeve
High Strength Base Bolt
M ax.
Concrete sidewalk,
1
than 16"
4" M ax.
Add Shims As Req’d
d.Tighten all bolts to the maximum possible with a 12" to 15" wrench.
(This will bed the washers and shims and clear the bolt threads.)
e.Loosen each bolt one turn and using a calibrated wrench retighten to
the prescribed torque (see table) under the supervision of the
2’-0" Dia.
Project Engineer.
f.Burr threads at junction with nut using a center punch to prevent nut
loosening.
STUB DETAIL
7.
Use galvanized steel shims to obtain a tight fit between the column face
and the sleeve. Place shims in all quadrants between the 12" sleeve
SLIP BASE AND FOOTING DETAIL IN CONCRETE
(non-frangible post in crossovers, medians, & sidewalks)
3"
M in.
bolts. Use shims that are 1" shorter than the height of the sleeve.
8.
Both fabricated and cast base assemblies were impact tested by the
Texas Transportation Institute, College Station, TX on February 10, 2003,
and both alternate assemblies were determined to be compliant with the
performance recommendations of the National Cooperative Highway
2’-0" Diameter
Research Program (NCHRP) report 350.
SLIP BASE AND FOOTING DETAIL
(non-frangible post)
Concrete sidewalk,
Column (Post) (Driven
median, etc.
in center to full embedment)
Bottom
I.D.
Concrete
112" 112"
’
H’
/2
Provide removable form
or PVC of 18" Dia.
2" Grout
’W’
’
T’
’
H’
/2
’
H’
Surface
Req’
d Em bed.
C:
\d\projects\standards\roadway\11000-s\11860-05.
dgn
3
8"
Full Depth of
Groundline
1’-6" Dia.
DRIVEN POST DETAIL IN CONCRETE
(frangible post in crossovers, medians, & sidewalks)
1"
’L’
1"
1"
’
L’
Hole Size ’D’
SLIP BASE DETAILS
Column
Size
1"
1"
4:
04:
23 PM
Directions of Traffic
’
L’
sm 970re
’R’
Directions of Traffic
1"
1"
1"
Sleeve
Sleeve
I.D. (Max)
Height ’H’
Weld
’W’
Base Plate
’L’
’T’
Radius
’R’
Base Bolt
Size
Base Plate Torque
Length
ft-lbs
in.-lbs
3
»¿4
»
6
8
29
345
»¿4˘
»
6
8
»
29
345
»¿5
»
7
8
»
29
345
»¿6
»
8
9
1
3b
46
554
»
10
11
1
»
53
640
Hole
Size ’D’
15 (Typ)
0.0149" Thick Alum. Strip - 2 Req’d Per Base
8 x —
6/24/2013
ALUMINUM SLEEVE & BASE PLATE DETAILS
(DOUBLE BEVELED SLOTS)
BOLT KEEPER PLATE DETAIL
Note: Unless noted otherwise, all dimensions are in inches.
LAST
REVISION
01/01/12
REVISIO N
BASE AND FOUNDATION DETAILS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SINGLE COLUMN GROUND SIGNS
NO.
11860
SHEET
NO.
5 of 8
ONE WAY
Size
Area
36x12
3.00 SF
Total Area
ONE WAY
6.31 SF
STOP
ONE WAY
24x24
3.31 SF
Size
Area
36x12
3.00 SF
Total Area
ONE WAY
30x30
5.18 SF
Size
Area
36x12
Size
Area
36x12
3.00 SF
27
Centroid
30x30
5.18 SF
13.18 SF
7.46 SF
Size
Area
36x12
3.00 SF
30x24
5.00 SF
Size
Area
ONE WAY
36x12
3.00 SF
Total Area
STOP
36x36
7.46 SF
1.92 Ft.
Centroid
2.10 Ft.
Total Area
15.46 SF
Total Area
27
21x15
2.19 SF
Size
Area
30x24
5.00 SF
21x15
2.19 SF
Size
Area
EAST
24x12
2.00 SF
27
24x24
4.00 SF
21x15
2.19 SF
Size
Area
24x12
2.00 SF
30x24
5.00 SF
21x15
2.19 SF
Size
Area
30x15
3.13 SF
30x24
5.00 SF
21x15
2.19 SF
Size
Area
EAST
24x12
2.00 SF
BUSINESS
24x12
2.00 SF
BUSINESS
6.19 SF
1.73 Ft.
Total Area
Centroid
7.19 SF
1.81 Ft.
Total Area
Centroid
8.19 SF
2.26 Ft.
Total Area
Centroid
9.19 SF
2.27 Ft.
Total Area
Centroid
10.32 SF
2.49 Ft.
Total Area
Centroid
10.19 SF
2.80 Ft.
OR
Area
Total Area
JCT
21x15
27
2.19 SF
1.60 Ft.
2.48 Ft.
27
Total Area
Centroid
Centroid
13.25 SF
Area
4.00 SF
Centroid
3.15 Ft.
5.00 SF
6.19 SF
Size
Centroid
HIGHWAY
16.25 SF
48x48
24x24
Total Area
DIVIDED
Size
STOP
Area
2.87 Ft.
3.00 SF
36x36
Size
DIVIDED
30x24
ONE WAY
Centroid
HIGHWAY
10.46 SF
STOP
Total Area
1.75 Ft.
STOP
8.18 SF
STOP
Centroid
24x24
Size
Centroid
4.00 SF
Area
Total Area
Centroid
EAST
BUSINESS
OR
STOP
24x24
JCT
3.31 SF
6.31 SF
C:
\d\projects\standards\roadway\11000-s\11860-06.
dgn
2.19 SF
7.19 SF
1.71 Ft.
301
DIVIDED
24x18
21x15
3.00 SF
30x24
1.52 Ft.
301 301
5.00 SF
HIGHWAY
Size
Area
Total Area
Centroid
BUSINESS
STOP
30x30
OR
Area
24x12
2.00 SF
Total Area
Centroid
6.00 SF
1.53 Ft.
OR
2.19 Ft.
27
27
DIVIDED
EAST
BUSINESS
5.18 SF
10.18 SF
30x24
EAST
Size
24x24
4.00 SF
301 301
5.00 SF
HIGHWAY
Size
Area
Total Area
Size
Area
24x12
2.00 SF
Total Area
Centroid
BUSINESS
OR
EAST
7.00 SF
STOP
36x36
1.45 Ft.
7.46 SF
12.46 SF
sm 970re
Centroid
2.55 Ft.
301 301
30x24
5.00 SF
DIVIDED
30x24
5.00 SF
Size
Area
Total Area
Centroid
HIGHWAY
4:
04:
25 PM
BUSINESS
OR
EAST
30x15
3.13 SF
8.13 SF
30x24
LAST
REVISION
07/01/07
REVISIO N
6/24/2013
301 301
1.66 Ft.
27
24x24
4.00 SF
21x15
2.19 SF
5.00 SF
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SINGLE COLUMN GROUND SIGNS
NO.
11860
SHEET
NO.
6 of 8
EAST
Size
Area
24x12
2.00 SF
Total Area
Centroid
Size
Area
18x18
1.71 SF
COUNTY
24x12
2.00 SF
30x24
5.00 SF
11.19 SF
301
Size
Area
TO
30x15
3.13 SF
EAST
30x15
3.13 SF
Centroid
LEON
56
BUSINESS
Total Area
2.76 Ft.
3.90 SF
21x15
1.26 Ft.
2.19 SF
INTERSTATE
295
Size
Area
24x24
3.03 SF
Total Area
2.19 SF
56
COUNTY
Size
Area
EAST
30x15
3.13 SF
BUSINESS
30x15
3.13 SF
Total Area
5.22 SF
21x15
Size
JCT
3.16 Ft.
21x15
Area
Total Area
30x30
75
4.76 SF
COUNTY
5.00 SF
6.95 SF
21x15
2.19 SF
Size
Area
TO
24x12
2.00 SF
EAST
24x12
2.00 SF
1.97 Ft.
JCT
2.19 SF
Area
Total Area
Total Area
Centroid
Centroid
1.57 Ft.
1.71 SF
C:
\d\projects\standards\roadway\11000-s\11860-07.
dgn
75
Size
Area
21x15
2.19 SF
9.39 SF
INTERSTATE
COUNTY
JCT
Total Area
24x24
2.87 Ft.
Size
Area
21x15
2.19 SF
Total Area
3.20 SF
Size
Area
Total Area
Centroid
21x15
2.19 SF
6.18 SF
1.67 Ft.
30x24
3.99 SF
Size
Area
Total Area
Centroid
TO
24x12
2.00 SF
INTERSTATE
INTERSTATE
5.20 SF
1.67 Ft.
75
75
24x24
3.20 SF
Size
Area
Total Area
Centroid
24x12
2.00 SF
5.99 SF
1.60 Ft.
Total Area
Centroid
7.12 SF
1.81 Ft.
Total Area
Centroid
10.33 SF
2.27 Ft.
2.19 SF
Area
Centroid
TO
24x12
Total Area
Centroid
EAST
TO
EAST
24x12
1.87 Ft.
295
OR
2.00 SF
INTERSTATE
10.18 SF
30x24
INTERSTATE
295
295
2.00 SF
INTERSTATE
6.95 SF
2.84 Ft.
30x24
3.99 SF
Size
Area
30x15
3.13 SF
3.99 SF
EAST
LEON
30x30
1.75 Ft.
3.03 SF
COUNTY
56
5.39 SF
1.72 Ft.
Size
JCT
24x24
OR
LEON
56
EAST
3.20 SF
Centroid
21x15
5.22 SF
24x24
2.19 SF
Centroid
INTERSTATE
295
LEON
18x18
21x15
Total Area
2.19 SF
3.90 SF
56
Area
Centroid
LEON
56
30x24
Size
INTERSTATE
13.45 SF
301
2.19 SF
3.26 Ft.
2.19 SF
JCT
Size
21x15
12.44 SF
1.62 Ft.
Centroid
21x15
3.99 SF
Centroid
Centroid
LEON
21x15
30x24
Total Area
4.76 SF
TO
OR
INTERSTATE
COUNTY
sm 970re
21x15
2.19 SF
INTERSTATE
295
295
4:
04:
27 PM
EAST
TO
30x24
3.99 SF
Size
Area
30x15
3.13 SF
OR
INTERSTATE
75
75
36x36
7.20 SF
LAST
REVISION
07/01/07
REVISIO N
6/24/2013
INTERSTATE
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SINGLE COLUMN GROUND SIGNS
NO.
11860
SHEET
NO.
7 of 8
EAST
TO
Size
Area
30x15
3.13 SF
OR
INTERSTATE
Total Area
Centroid
12.12 SF
2.18 Ft.
Size
Area
30X30
4.69 SF
INTERSTATE
295
295
TO
EAST
45x36
24X12
Size
Area
24x12
2.00 SF
Total Area
Size
Centroid
30X30
INTERSTATE
75
75
Centroid
6.69 SF
1.61 Ft.
Area
Total Area
TO
3.20 SF
7.39 SF
6.25 SF
Centroid
9.25 SF
2.51 Ft.
2.19 SF
Size
Area
24x12
2.00 SF
Total Area
24X18
3.00 SF
Size
Area
1.77 Ft.
36X36
9.00 SF
OR
30X18
21x15
XXX
FEET
Total Area
Centroid
14.00 SF
3.06 Ft.
4.69 SF
2.30 Ft.
Centroid
OR
INTERSTATE
30X30
Total Area
Centroid
3.75 SF
X
MILES
EAST
Area
OR
X
MILES
2.00 SF
8.44 SF
24x24
Size
8.99 SF
OR
INTERSTATE
Total Area
Size
Area
36X36
6.75 SF
30X18
3.75 SF
Size
Area
30X30
6.25 SF
Total Area
Centroid
10.50 SF
2.06 Ft.
Total Area
Centroid
8.25 SF
2.28 Ft.
Total Area
Centroid
12.75 SF
2.84 Ft.
Total Area
Centroid
10.25 SF
2.74 Ft.
Total Area
Centroid
15.25 SF
3.29 Ft.
XXX
FEET
30X24
5.00 SF
INTERSTATE
295
295
30x24
3.99 SF
21x15
2.19 SF
Size
Area
30x15
3.13 SF
8.18 SF
Total Area
2.31 Ft.
Centroid
OR
AHEAD
EAST
TO
24X12
2.00 SF
Size
Area
36X36
9.00 SF
OR
INTERSTATE
INTERSTATE
C:
\d\projects\standards\roadway\11000-s\11860-08.
dgn
295
295
30x24
3.99 SF
9.31 SF
2.55 Ft.
OR
21x15
2.19 SF
Size
Area
30x30
4.69 SF
AHEAD
Total Area
6.69 SF
AHEAD
200 FT
2.00 SF
Size
Area
Total Area
3.75 SF
Size
Area
30X30
6.25 SF
1.61 Ft.
OR
24x12
30X18
Centroid
Centroid
35
24X24
4.00 SF
Size
Area
36X36
9.00 SF
MPH
30x30
4.69 SF
sm 970re
8.44 SF
1.77 Ft.
OR
200 FT
4:
04:
29 PM
AHEAD
30x18
3.75 SF
Size
Area
36x36
6.75 SF
Total Area
Centroid
35
30X30
6.25 SF
MPH
10.50 SF
2.06 Ft.
6/24/2013
OR
LAST
REVISION
07/01/07
REVISIO N
AHEAD
200 FT
30x18
3.75 SF
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SINGLE COLUMN GROUND SIGNS
NO.
11860
SHEET
NO.
8 of 8
NOTES:
Sign or
DESIGN SPECIFICATIONS: AASHTO Standard Specifications for Structural Supports
Sign Cluster
for Highway Signs, Luminaires and Traffic Signals as modified by the FDOT
10"
1b"
3b"
Structures Manual.
3b"
1b"
1b "
WIND SPEEDS: See Index 11860, "Wind Speeds by County" note.
GEOMETRY: Install signs with bottom edge of the lower sign panel at 7’ above
the gutter line. Edge of sign panels must not extend beyond the inside face
3b "
of the top of the traffic railing.
10"
b" Hole
SHOP DRAWINGS: Shop drawings are not required.
Centroid
1" Hole (Typ.)
PAYMENT: Include payment for sign support bracket in the cost of the single
post sign.
1b "
Dim . C
0" (Min.)
APPLICABILITY: Mount only to concrete traffic barriers in locations where ground
mounting is not possible. Work this Index in conjunction with Index No. 11860.
3b "
Sign
Install sign posts plumb.
MATERIALS:
»¿˘" P
BASE PLATE
Coatings: Hot dip galvanize all steel and fasteners in accordance with
Specification Section 962. Galvanize Sign Support Weldment after fabrication.
Paint sign support brackets and posts when shown in the plans in accordance
Bottom of Sign
with Specification Section 649-4.
or Sign Cluster
Support Post: ASTM A501 5" NPS Schedule 40 Steel Pipe.
9"
1b"
3"
3"
Sign Post: Aluminum Association Alloy 6061-T6 (ASTM B209, B221 or B308) 5" NPS
1b"
Steel Plates: ASTM A36 or A709 Grade 36.
1b "
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\11870-1of2.
dgn
Schedule 40 Aluminum Pipe.
Anchor Rods & Bolts: ASTM F1554 Grade 55 with a single self-locking hex nut and
4b "
Dim . A
washers. Install anchor rods or bolts perpendicular to the base plates on back of
traffic railing. See Anchorage Notes, Sheet 2 of 2.
b" Hole
1’
-0"
Adhesive Bonded Anchors: Fully threaded Anchor Rods with Type HV Adhesive Bonding
Material System in accordance with Specification Section 416 & 937. In lieu of the
number of anchors specified to be tested in Specification Section 416-6, field test
4b "
all adhesive bonded anchors installed per this Design Standard.
U-Bolts: ASTM A449 sized for sign post, with flat washers and locking hex nuts.
»¿˘"x1" Slo
1b "
Hole (Typ.)
Welding: Weld in accordance with American Welding Society Structural Welding Code
(Steel), ANSI/AWS D1.1 (current edition). Required weld material is E70XX.
Nondestructive testing is not required.
»¿ Support
»¿˘" P
END PLATE
SIGN LIMITATIONS TABLE
8"
2"
1" 1"
sm 970re
»¿
MAX. WIND SPEED
MAX. SIGN AREA
MAX. SIGN CENTROID HEIGHT
(MPH)
(SF)
(DIM. A + DIM. C)
110
30
9’-10"
130
25
9’-7"
150
20
9’-7"
»¿˘" ˆ Hole (
Dim. A = Distance from centerline of the Support Post to the bottom of the sign
SIGN SUPPORT BRACKET
»¿˘" P
or sign cluster.
4:
04:
31 PM
U-BOLT PLATE WASHER
Dim. C = Vertical distance from the bottom of the sign or sign cluster to the Centroid
LAST
REVISION
07/01/12
REVISIO N
6/24/2013
of the sign or sign cluster.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SINGLE POST BRIDGE MOUNTED SIGN SUPPORT
NO.
11870
SHEET
NO.
1of 2
B
Traffic Railing
Sign Post
(32" F-Shape shown)
A
A
1’-812"
»¿˘" U-Bolts
Locking Hex Nuts
& Plate Washers
»¿ Sign
Back Face
»¿˘" Adhesive
of Railing
Anchor (8" Min.
embedment) (Typ.)
»¿ ˘" Adhesive
(See Anchorage Notes)
Base Plate
Anchors with Heavy Hex
Nuts and Washers, shown.
Base Plate
8"
(Through bolting similar)
(Min.)
(See Note 1)
End Plate
1
2»¿"
312" 312"
Coping Line
Varies
(5" Min., 1’-0" Max.)
Weep
Base Plate
»¿ Support
Support Post
1
2»¿
U-Bolt
(See Note 1)
End Plate
Plate Washer
Plate Washer
L 212"x212"x14"
End Plate
2"
L 212"x212"x14"
Sign Post
L 212"x212"x14"
1
2»¿"
B
Bridge Deck
Bridge Deck
U-Bolts with Lo
Hex Nuts & Plate Washers
TYPICAL SECTION THRU EXISTING TRAFFIC RAILING AT SIGN SUPPORT BRACKET
VIEW B-B
PLAN VIEW A-A
(Bridge Deck shown, Approach Slab and Retaining Wall Similar)
SIGN SUPPORT BRACKET
SIGN SUPPORT BRACKET
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\11870-2of2.
dgn
(32" F-Shape Traffic Railing shown, other Traffic Ralings & Parapet similar)
B
A
A
3
4"
3
4"
1’-7"
1’-812"
ANCHORAGE NOTES:
»¿ Sign
1. Existing Traffic Railings:
Support Post
Locate existing conduit prior to drilling. Adjust placement
»¿ ˘" Hex He
as necessary to avoid existing conduit.
Base Plate
with Coupler Nuts shown
(Hex Head bolts without
8"
Coupler Nuts similar)
Base Plate
End Plate
1
4
312" 312"
Base plate must
Maintain a minimum
cover 2" from face of traffic railing to tip of Adhesive
(Min.)
Anchor.
(See Note 2)
8"
be flush with back of traffic railing.
1
4
For concrete parapets less than 10" thick, through bolt
»¿ Support
3
4»¿"
1
2»¿
U-Bolt
Heavy Hex Head Bolts with Nuts and Washe
lieu of Adhesive Bonded Anchors. Bolt heads shall not
1
2»¿"
protrude more than 112" beyond traffic face of railing.
Weep
End Plate
2. New Traffic Railings:
Plate Washer
sm 970re
L 212"x212"x14"
L 212"x212"x14"
Tie Anchor Bolts securely and use templates as necessary
to maintain bolt spacing.
SIGN SUPPORT WELDMENT DETAIL
Optional Couplers are shown for slipforming; keep Anchor
Bolt coupler threads free of concrete.
4:
04:
33 PM
B
Bridge Deck
TYPICAL SECTION THRU TRAFFIC RAILING AT SIGN SUPPORT BRACKET (NEW CONSTRUCTION)
(32" F-Shape Traffic Railing shown, other Traffic Ralings & Parapet similar)
CROSS REFERENCES:
For Base Plate, End Plate & U-Bolt Plate Washer Details see Sheet 1.
LAST
REVISION
07/01/12
REVISIO N
6/24/2013
(Bridge Deck shown, Approach Slab and Retaining Wall Similar)
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SINGLE POST BRIDGE MOUNTED SIGN SUPPORT
NO.
11870
SHEET
NO.
2 of 2
NOTES:
2’-0"
Snap-In Pole Cap
DESIGN SPECIFICATIONS:
Snap-In Pole Cap
Min.
AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic
Signals as modified by the FDOT Structures Manual.
WIND SPEEDS:
Edge of Travel Way
See Index 11860, "Wind speeds by County" note.
GEOMETRY:
Sign Panel H eight
Maximum Sign Panel Height is 6’-0".
Edges of Sign Panels must be a minimum of 2’-0" clear from edge of adjacent Travel Way.
APPLICABILITY:
Work this Index in conjunction with Index No 11860.
SHOP DRAWINGS:
Shop drawings are not required.
PAYMENT:
Include payment for sign support in the cost of the single post sign assembly.
See Index 11860
Post Length
MATERIALS:
Sign Panel
Sign Post: ASTM A53 Grade B, NPS Schedule 40 Steel Pipe, sized per Table 1. Maximum post length is
10’-0".
Snap-In Pole Cap: Provide UV and weather-resistant glass-filled polyester cap.
Steel Plates: ASTM A572 Grade 50 or A709 Grade 50.
Sign Panel
See Index 11860
Welding: Weld in accordance with American Welding Society Structural Welding Code (Steel), ANSI/DWS
»¿ Steel Sign P
»¿ Steel Sign Po
D1.1 (current edition). Required weld material is E70XX. Nondestructive testing is not required.
Base Plate Weldment
Base Plate Weldment
Coatings: Hot dip galvanize all steel, including fasteners, in accordance with Section 962. Galvanize
7’
-0" (
M easured at edge of adjacent Travel W ay)
INSTALLATION:
Placement: For installations on permanent Median Barriers, locate Sign Support a minimum of 5’-0"
away from open joints or transitions. For installations on Temporary Barriers, locate Sign Support at
the midpoint along the length of a single segment. In all cases, shift locations as needed to avoid
Bearing Surface: Surface of the railing must be structurally sound and free of cracks and spalls.
M ax.
1"
conflicts with reinforcement.
Base plate must be flush with the concrete surface; grind any high spots to obtain a flat, smooth
surface.
Saw cut
Groove in
Barrier
railing at the centerline of base plate vent hole location.
Em bedm ent
1
4"
1’
-0"
Saw Cut: For permanent installations only, saw cut a 14" deep groove transversely across the top of
Anchor Rod
Barrier
Em bedm ent
Groove in
1’
-0"
Saw cut
Anchor Rod
1"
1
4"
M ax.
C:
\d\projects\standards\roadway\11000-s\11871-1of2.
dgn
Weldment after fabrication.
Anchor Rods: Use ASTM F1554 Grade 36, fully threaded rods with A563 or A194 single self-locking hex
nuts and F436 washers. Size anchor rods per Table 2.
Adhesive Bonding Material: Install anchor rods using Type HSHV Adhesive Bonding Material System in
accordance with Specification Sections 416 & 937. For temporary sign support installations, the use of
a metal detector specifically designed for locating steel in concrete is not required to locate existing
reinforcement as stated within Specification Section 416-4. For temporary sign support installations,
Specification Section 416-6 is not required. For permanent sign support installations, Specification
Section 416-6 applies with the exception of the following: Perform field test on only one anchor per
sign support location.
4:
04:
35 PM
sm 970re
Removal of Signs: Cut anchor rods flush with top of railing and coat surface with Type F-1 epoxy.
Minimum thickness of epoxy is 116" extending 2" beyond the location of steel.
TABLE 1 - SIGN PANEL AND POST SIZING
Wind Speed (MPH) Max. Sign Area (SF)
LOOKING PARALLEL TO DIRECTION OF TRAFFIC
LOOKING PERPENDICULAR TO DIRECTION OF TRAFFIC
Post (NPS)
< 20
3.0"
< 13.5
3.0"
13.5 < Sign < 20
3.5"
< 13.5
3.5"
13.5 < Sign < 20
4.0"
110 & 130
ELEVATION
6/24/2013
70 - All Temporary Signs
(Index 410 Standard "Full Wall" Median Barrier shown; others similar)
LAST
REVISION
07/01/12
REVISIO N
150
DESCRIPTION:
INDEX
FDOT 2014
SINGLE POST MEDIAN BARRIER
DESIGN STANDARDS
MOUNTED SIGN SUPPORT
NO.
11871
SHEET
NO.
1of 2
1’-9"
312"
412"
412"
312"
112"
1" Bevel each
end of Plate
1
8"
1
Anchor Rod
Sign Post*
3
1
2"
Holes (Typ.)
1
2"
3
1
2"
9
0
7"
CJP
Vent Hole
Base Plate**
L/2
L/2
PLAN
ELEVATION
1"
45 Bevel (Typ.)
45 Bevel
Base Plate**
ELEVATION
118" Anchor Rod
BASE PLATE TYPE A
Holes (Typ.)
CJP
W /2
(Linear Anchor Rod Pattern)
1’-9"
412"
412"
312"
1
2"
1
1" Bevel each
W
312"
end of Plate
Anchor Rod
7"
1
2"
2
1
2"
L/2
1
4"
PLAN
2
Vent Hole
L/2
L
SIGN SUPPORT WELDMENT DETAIL
(Staggered Anchor Rod Pattern shown; Linear Anchor Rod Pattern similar)
PLAN
1"
45 Bevel (Typ.)
* See Table 1, Sheet 1.
** See Table 2, this Sheet.
ELEVATION
BASE PLATE TYPE B
(Staggered Anchor Rod Pattern)
1’-7"
3"
7
8"
x
278"
4"
4"
3"
112"
1" Bevel each
TABLE 2 - BASE PLATE TYPE AND ANCHOR ROD SIZING
end of Plate
Slotted
Index No.
Anchor Rod Holes (Typ.)
5"
sm 970re
2
1
2"
C:
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dgn
1
2"
Sign Post*
Vent Hole
1
1
4"
1
1
4"
2
Holes (Typ.)
W /2
1
4"
1
8"
1
Type/Application
Base Plate Type
410
Full Wall
B
410
Cantilever or L-Wall
A
Anchor Rod
1"
When Clear Space between Dual Bridge
420 & 425
A
2
1
2"
Traffic Railing is = 4’-0"
4:
04:
37 PM
1
2"
Vent Hole
421
All Applications
A
All listed above
Temporary Signs
C ***
Plus 414 & 415
3
4"
***
PLAN
6/24/2013
1"
45 Bevel (Typ.)
*** Place anchor rods in a staggered or linear pattern as necessary to avoid reinforcing. Use a staggered
pattern for all temporary barriers.
ELEVATION
LAST
REVISION
07/01/12
REVISIO N
BASE PLATE TYPE C ***
DESCRIPTION:
INDEX
FDOT 2014
SINGLE POST MEDIAN BARRIER
DESIGN STANDARDS
MOUNTED SIGN SUPPORT
NO.
11871
SHEET
NO.
2 of 2
Bolt Sign to Zee Using 14"
Aluminum Flat Head Bolts, Nuts and
Lock Washers (Typ.) 12" Max Spacing
"L"
58 % "L"
1
Sign (
8" Thick Min.)
6"
2’
-6"
A
1’-6"
Zee 1.75 x 1 .75 x 1.08
6"
Zee 3 x 2.69 x 2.33
Alum inum H ex H ead
5"
ELEVATION
30
C:
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Mounting of Exit Numbering Panels To Highway Signs
5
8"
side for right exit and to the left for left exit.
Bolts W ith Nuts and Lockwashers.
Exit numbering panel shall be located to the right
W ith
NOTE:
Bolt Vertical H anger To W ind Beam s
A
GENERAL NOTES
DESIGN SPECIFICATION:
Design according to FDOT Structures Manual (current edition) Standard Specifications for Structural
Supports for Highway Signs, Luminaires and Traffic Signals, AASHTO 2001.
SECTION AA
SHEETS AND PLATES:
Material used shall meet the requirements of Aluminum Association Alloy 6061-T6 and ASTM B209.
MATERIALS:
All aluminum materials shall meet the requirements of the Aluminum Association Alloy 6061-T6 and
sm 970re
also the following ASTM specifications for the following: Sheets and plates B209; extruded shapes
B221 and standard structural shapes B308.
ALUMINUM BOLTS, NUTS & LOCK WASHERS:
Aluminum bolts shall meet the requirements of the Aluminum Association Alloy 2024-T4 (ASTM F468).
The bolts shall have an anodic coating of at least .0002" thick and be chromate sealed. Lockwashers
4:
04:
38 PM
shall meet the requirement of Aluminum Association Alloy 7075-T6 (ASTM B221). Nuts shall meet the
requirement of Aluminum Association Alloy 6262-T9 (ASTM F467) or 6061-T6.
SIGN FACE:
All sign face corners shall be rounded. See sign layout sheet for dimension "L" and sign face
LAST
REVISION
01/01/10
REVISIO N
6/24/2013
details. For mounting details refer to Index No. 11300.
DESCRIPTION:
INDEX
FDOT 2014
MOUNTING EXIT NUMBER PANELS
DESIGN STANDARDS
TO HIGHWAY SIGNS
NO.
13417
SHEET
NO.
1of 1
CASE I
CASE II
CASE III
For Use On Freeway And
For Use In All Rural Roads And
For Use On All Roads With
Expressway Systems For Signs On Mainline.
On Freeway And Expressway Ramps.
Signs Mounted Behind Sidewalk.
GENERAL NOTES:
1. The typical sections shown hereon serve as a guide for
locating the traffic signs required under various roadside
conditions. For size and details of sign construction and
footing, refer to the appropriate standard index drawing
for roadside sign.
2. It shall be the CONTRACTORS responsibility to verify the
length of sign supports in the field prior to fabrication.
2’
Travel Way
Std.
Sidewalk
degrees away from the traffic flow (see illustration).
8’M ax.
Std.
7’M in.
40’
8’M ax.
Travel Way
7’M in.
Mainline
8’ M ax.
7’ M in.
3. Ground signs shall be installed at an angle of 1 to 4
2’ Min.
12’ Min.
Shoulder mounted signs shall be rotated counterclockwise
and median mounted signs rotated clockwise.
Signs on curves shall be mounted as noted above from
the perpendicular to the motorist line of sight.
Curb & Gutter
Travel Way
Paved Shoulder
R/W
e
c
n Fa
g
Si
For Median Installation:
14’ Horizontal Clearance Standard On All Freeway And
If Median Width Does Not Allow Std. Offset
Expressway Ramps.
a
Angle From Center
Of Roadway
From Both Roadways, Center Sign In Median.
CASE IV (MERGE SIGN)
CASE V
CASE VI
For Use On All Rural, Freeway And Expressway Systems.
For Use In Business Or Residential Areas Only.
For Use On All Roadways
visibility in business or residential sections with no curb
With Signs Behind Guardrail.
and speeds of 30 MPH or less.
4. The setback for stop and yield signs may be reduced to
3’ minimum from the driving lane if required for
5. The mounting heights are measured from the bottom of
the sign panel to a horizontal line extended from the edge
of the driving lane. If the standard heights cannot be met,
14’ Min.
the minimum heights are as follows:
Ramp
Travel Way
Travel Way
Guardrail
8’M ax.
7’M in.
2’
Min.
8’M ax.
8’M ax.
7’M in.
C:
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dgn
2’ Min.
7’M in.
14’ Min.
Expressway & Freeway Systems
7’
Other Roadway Systems
Rural
5’
Urban (including residential with
parking and /or pedestrian activity)
7’
If a secondary sign is mounted below the major sign, the
major sign shall be at least 8’ and the secondary sign
at least 5’ for expressway & freeway systems and for
other systems the height to the secondary sign shall be
at least 5’ for rural and 7’ for urban sections.
(Mainline)
Travel
6. Sign supports should never be placed in the bottom of
Way
ditches where erosion might affect the proper operation
of the breakaway feature.
7. Sign supports shall not reduce the accessible
route /continuous passage to less than 4’ min. clear
MILE
CASE VII (REST AREA & EXIT GORE SIGNS)
CASE VIII
Sign On Island or Curbed Median
For Use On All Freeway And Expressway Systems
width as required by the Americans with Disabilities
Act (ADA) Accessibility Guidelines.
CASE IX (MILE POST MARKER)
4
For More Information
4
Refer To Section 2H
4
Of The Manual On
Uniform Traffic
Control Devices
16’
sm 970re
14’ Min.
6/24/2013
LAST
REVISION
01/01/12
REVISIO N
(Mainline) Travel Way
Ramp
4’M in.
Curbed Median
or Island
Travel Way
4’
6’ Min.
8’M ax.
7’M in.
8’M ax.
4:
04:
40 PM
7’M in.
2’
Min.
Marker
Travel Way
Center Sign Column On Island
DESCRIPTION:
INDEX
FDOT 2014
TYPICAL SECTIONS FOR PLACEMENT
DESIGN STANDARDS
OF SINGLE & MULTI-COLUMN SIGNS
NO.
17302
SHEET
NO.
1of 1
D8-3
D8-2
FTP-83-08
D8-1
FTP-1-06
W4-1
1500’ Min.
1890’
1890’
Note:
Signs D8-3 to be placed at or near
W4-1
1890’
1890’
the theoretical gore.
1500’ Min.
4 - LANE DIVIDED INSTALLATION
D8-3
FTP-1-06
D8-2
FTP-83-08
D8-3
R1-2
D8-1
700’
1640’
300’
2640’
D8
2
FTP1
0
6
2 - LANE INSTALLATION
D8
1
D8-3
FTP-2-06
D8-1
FTP-3-06
D8-3
1
5
0
0
’Mi
n
.
W4-1
1
8
9
0
’
1
8
9
0
’
sm 970re
C:
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1640’
1000’
R1-1
2640’
D8-1
FTP-2-06
FTP-3-06
2500’
1500’
W4-1
D8-3
FTP-1-06
D8-1
LAST
REVISION
07/01/09
REVISIO N
6/24/2013
4:
04:
42 PM
1260’
MEDIAN INSTALLATION
WEIGH STATION SIGNING
D8-2
DESCRIPTION:
INDEX
FDOT 2014
TYPICAL SIGNING FOR TRUCK WEIGH
DESIGN STANDARDS
& INSPECTION STATIONS
NO.
17328
SHEET
NO.
1of 2
D8-3
FTP-5-06
FTP-6A-06
FTP-7A-06
FTP-9A-06
W4-1
1500’ Min.
1890’
1890’
Note:
W4-1
1890’
1890’
Signs FTP-9B-06 to be placed at or near
1500’ Min.
the theoretical gore.
4 - LANE DIVIDED INSTALLATION
FTP-6A-06
FTP-9A-06
FTP-7A-06
D8-3
R1-2
FTP-5-06
C:
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1640’
1000’
700’
1640’
R1-1
2640’
FTP-5-06
FTP-6A-06
FTP-7A-06
FTP-9A-06
300’
2640’
FTP7
B0
6
2 - LANE INSTALLATION
FTP6
B0
6
FTP5
0
6
FTP-9B-06
FTP-6B-06
FTP-5-06
FTP-7B-06
1
5
0
0
’
FTP-9B-06
W4-1
Mi
n
1
8
9
0
’
sm 970re
1
8
9
0
’
W4-1
2500’
1500’
4:
04:
44 PM
1260’
MEDIAN INSTALLATION
6/24/2013
FTP-7B-06
LAST
REVISION
07/01/09
REVISIO N
FTP-5-06
FTP-9B-06
FTP-6B-06
INSPECTION STATION SIGNING
DESCRIPTION:
INDEX
FDOT 2014
TYPICAL SIGNING FOR TRUCK WEIGH
DESIGN STANDARDS
& INSPECTION STATIONS
NO.
17328
SHEET
NO.
2 of 2
Approach
Speed (MPH)
Distance
A (FT.)
Single-Lane
Approach
25 or Less
Two-Lane
200
Approach
Edge
2’
8’
8’
8’
9’-8"
S1-1
8’
325
9’-8"
AHEAD
2’
9’-8"
W16-9P
8’
46 To 55
AHEAD
W16-9P
2’
300
8’
36 To 45
8’
250
2’
Line
26 To 35
S1-1
9’-8"
4"
Multi-Lane
Approch
(Three or More)
Single-Lane Pavement Marking
2’
33 s.f.
Note:
8’
A
A
R1-1
9’-8"
9’-8"
9’-8"
2’
W16-7
STOP
S1-1
8’
8’
Pavement Marking Should Not Extend Into Opposing Lane.
C:
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PAVEMENT MARKINGS
R1-1
STOP
S1-1
"No Right Turn On Red" Signs may be
W16-7
Notes:
erected as deemed necessary by the
local traffic engineers.
Signs shall be erected in accordance with index No. 17302.
A
When computing pavement messages quantities do not include transverse lines.
A
School crosswalk widths at intersections shall be 6’ minimum 10’ standard without
public sidewalk curb ramps 10’ minimum with public sidewalk curb ramps. The
width is measured from inside of line to inside of line,
sm 970re
For additional marking information, see Index 17346, Sheet 2.
S1-1
S1-1
4:
04:
46 PM
AHEAD
TRAFFIC CONTROL DEVICES FOR A SCHOOL
CROSSWALK AT A SIGNALIZED INTERSECTION
6/24/2013
1.
W16-9P
AHEAD
2.
W16-9P
TRAFFIC CONTROL DEVICES FOR A SCHOOL
CROSSWALK AT A STOP CONTROLLED INTERSECTION
Note:
LAST
REVISION
01/01/12
REVISIO N
Special speed restrictions are not normally applicable to these two cases.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SCHOOL SIGNS & MARKINGS
NO.
17344
SHEET
NO.
1of 6
3. TRAFFIC CONTROL DEVICES FOR REDUCED SPEED
ZONE AT A SCHOOL CROSSWALK 2 LANES-2 WAY
TRAFFIC (40 MPH OR LESS) (MIDBLOCK OR ON THRU
STREET AT AN INTERSECTION)
5. TRAFFIC CONTROL DEVICES FOR A SCHOOL CROSSWALK
WITHOUT A SPEED REDUCTION (2 LANE-2 WAY TRAFFIC)
4. TRAFFIC CONTROL DEVICES FOR REDUCED SPEED ZONE
AT A SCHOOL CROSSWALK 2 LANES-2 WAY TRAFFIC
(45 MPH OR GREATER) (MIDBLOCK OR ON THRU STREET
AT AN INTERSECTION)
AHEAD
AHEAD
W16-9P
W16-9P
S1-1
S1-1
W16-9P
AHEAD
S4-5
00
LIMIT
S1-1
SPEED
SCHOOL
S5-1
FLASHING
100’
WHEN
S5-1
FTP-34-06
FLASHING
END
OR
LIMIT
0:00 - 0:00
0:00 - 0:00
0:00 - 0:00
LIMIT
DAYS
SCHOOL
SCHOOL
FTP-34-06
B
A
0:00 - 0:00
SCHOOL
DAYS
SPEED
SCHOOL
6" Yellow Skip
If No Passing Zone)
ZONE
SCHOOL
OR
SPEED
SCHOOL
Y
100’
(Or 6" Dbl Yellow
SCHOOL
SPEED
LIMIT
00
ZONE
FTP-35-06
00
SCHOOL
00
SPEED
LIMIT
FTP-30-06
6" Yellow Skip
END
WHEN
FTP-35-06
Traffic Flow
00
FTP-30-06
B
FTP-38-06
12" White
Traffic Flow
100’
Crosswalk
Traffic Flow
Traffic Flow
Special Emphasis
S1-1
W16-7
24" White
24" White
S1-1
DOUBLED
100’
If No Passing Zone)
Y
FTP-38-06
Traffic Flow
(Or 6" Dbl. Yellow
100’
12"White
DOUBLED
FINES
FINES
10’
SPEEDING
SPEEDING
S1-1
10’
10’
W16-7
W16-7
12"
S1-1
W16-7
100’
FINES
White
White
DOUBLED
200’
FTP-38-06
Special Emphasis
SPEEDING
Crosswalk
FINES
100’
FTP-38-06
SCHOOL
SCHOOL
S1-1
FTP-34-06
FTP-34-06
LIMIT
00
DAYS
0:00 - 0:00
00
OR
LIMIT
00
FTP-35-06
SCHOOL
DAYS
0:00 - 0:00
S1-1
W16-7
0:00 - 0:00
FTP-30-06
WHEN
END
END
00
OR
SCHOOL
ZONE
SPEED
SCHOOL
ZONE
SCHOOL
SCHOOL
SPEED
LIMIT
SPEED
SPEED
LIMIT
B
Y
B
Crosswalk
Y
DOUBLED
SCHOOL
Special Emphasis
Traffic Flow
C:
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dgn
W16-7
24"
SPEEDING
FLASHING
0:00 - 0:00
S5-1
100’
FTP-35-06
FTP-30-06
WHEN
sm 970re
FLASHING
SCHOOL
S5-1
SPEED
LIMIT
4:
04:
48 PM
00
APPROACH
SCHOOL CROSSWALK
DISTANCE IN FEET
SPEED MPH
25 or Less
200’
100’ Min.
250’
100’ Min.
36 To 45
300’
100’
46 To 55
325’
125’
LAST
REVISION
01/01/12
S1-1
B
26 To 35
REVISIO N
6/24/2013
A
AHEAD
S4-5
Midblock crosswalks shall be a minimum of 10’.
See Index No. 17346.
S1-1
S1-1
AHEAD
W16-9P
W16-9P
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
AHEAD
SCHOOL SIGNS & MARKINGS
NO.
17344
W16-9P
SHEET
NO.
2 of 6
8. TRAFFIC CONTROL DEVICES FOR SIGNALIZED
MIDBLOCK SCHOOL CROSSWALK
7. TRAFFIC CONTROL DEVICES FOR A REDUCED SPEED ZONE
AT A SCHOOL CROSSWALK WITH OVERHEAD OR GROUND
MOUNTED FLASHING BEACON SPEED LIMIT SIGNS (4 LANES
DIVIDED-2 WAY TRAFFIC)
6. TRAFFIC CONTROL DEVICES FOR A REDUCED SPEED
ZONE AT A SCHOOL CROSSWALK WITH OVERHEAD
FLASHING BEACON SPEED LIMIT SIGNS (4 LANES
UNDIVIDED-2 WAY TRAFFIC) (MIDBLOCK OR ON THRU
STREET AT AN INTERSECTION)
AHEAD
AHEAD
W16-9P
AHEAD
W16-9P
FTP-32-06
S1-1
W16-9P
END
S1-1
END
SCHOOL
SCHOOL
S1-1
ZONE
S5-1
ZONE
FLASHING
WHEN
FTP-34-06
00
WHEN
*
A
SCHOOL
MPH
FLASHING
00
SPEED
LIMIT
FLASHING
00
WHEN
B
B
Traffic Flow
FTP-31-06
MPH
SCHOOL
ZONE
OR
SCHOOL
ZONE
FTP-38-06
S1-1
100’
Traffic Flow
Y
FTP-31-06
DOUBLED
FINES
Special Emphasis
W16-7
12"
W16-7
White
100’
12"
S1-1
Special Emphasis
10’
10’
White
12" White
40’
6" W hite Skip
S1-1
W16-7
SPEEDING
6" W hite Skip
FTP-38-06
DOUBLED
100’
6" Dbl. Yellow
FINES
SPEEDING
100’
40’
10’
W16-7
S1-1
24"
White
24"
24"
100’
White
Traffic Flow
C:
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dgn
S1-1
SPEEDING
100’
FINES
DOUBLED
Special Emphasis
White
SPEEDING
S1-1
FINES
100’
DOUBLED
W16-7
FTP-38-06
FTP-38-06
Y
100’
SCHOOL ZONE
00
WHEN
B
FTP-32-06
SCHOOL ZONE
SPEED
LIMIT
FLASHING
*
00
FTP-31-06
MPH
FLASHING
SCHOOL
ZONE
END
WHEN
SCHOOL
OR
ZONE
SCHOOL
00
MPH
Traffic Flow
W16-7
FTP-31-06
WHEN
B
FLASHING
END
S5-1
sm 970re
FTP-34-06
S1-1
S1-1
S1-1
DISTANCE IN FEET
SPEED MPH
A
B
25 or Less
200’
100’ Min.
26 To 35
250’
100’ Min.
36 To 45
300’
100’
325’
125’
46 To 55
LAST
REVISION
01/01/12
REVISIO N
6/24/2013
4:
04:
50 PM
APPROACH
AHEAD
W16-9P
AHEAD
W16-9P
AHEAD
W16-9P
* NOTE- CONDITION 7:
SCHOOL CROSSWALK
Where engineering judgement determines the overhead structure is not
Midblock crosswalk shall be a minimum of 10’.
suitable or cannot be installed due to site restrictions, S5-1 with flashing
See Index No. 17346.
beacons on each side of the road may be substituted for the overhead structure.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SCHOOL SIGNS & MARKINGS
NO.
17344
SHEET
NO.
3 of 6
9.TRAFFIC CONTROL DEVICES AT SCHOOL ENTRANCES
WITH LOW VOLUMES OF WALKING STUDENTS
10. TRAFFIC CONTROL DEVICES FOR A TYPICAL
SCHOOL ZONE FRONTING THE SCHOOL PROPERTY
11. SCHOOL BUS STOP
S1-1
S5-1
FLASHING
24"X24"
END
WHEN
FTP-35-06
ZONE
00
SPEED
LIMIT
LIMIT
FTP-30-06
SCHOOL
00
W13-1
FTP-34-06
0:00 - 0:00
M.P.H.
00
0:00 - 0:00
DAYS
SPEED
OR
SCHOOL BUS STOP
SCHOOL
SCHOOL
SCHOOL
Y
ENTRANCE
SCHOOL
or unprotected activity
as defined by local
school board through
the local traffic
engineers.
FINES
Note:
DOUBLED
Roll out school signs
FTP-38-06
shall not be utilized
C:
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dgn
to control traffic
is not visible for a distance of 500’ in advance. It shall have a min.
size of 30"x 30". It is not intended that these signs be used
whenever a school bus stops to pick up or discharge passengers. These
signs are intended for use only where terrain and roadway features
limit the approach sight distance and where there is no opportunity
to relocate the stop to another location with adeguate visibility.
through an established
school zone.
100’
HORIZONTAL CURVE
ZONE
SCHOOL
750’ for Rural
END
30"X30"
750’
SCHOOL
ENTRANCE
FTP-33-06
For Rural
FTP-34-06
Y
SCHOOL
SCHOOL
SPEED
SPEED
LIMIT
OR
00
00
LIMIT
00
FTP-35-06
SCHOOL
BUS STOP
AHEAD
SCHOOL
0’
50
SCHOO
L BUS
STOP
DAYS
0:00 - 0:00
0:00 - 0:00
S3-1
FTP-30-06
VERTICAL CURVE
WHEN
FLASHING
sm 970re
M.P.H.
S5-1
W13-1
Location of School Speed
Limit Sign when a reduced
speed limit has been approved.
24"X24"
4:
04:
51 PM
where a school bus, when stopped to pick up or discharge passengers,
500’
SPEEDING
The school bus stop ahead sign is to be used in advance of locations
Curve
Crest Of Vertical
Note:
VARIES
FTP-33-06
750’ for Rural
30"X30"
100’
School zone limits
S1-1
These signs are intended for use only at those few locations
where the school entrance is not evident to the motorist, and
must be approved in advance by the responsible traffic
LAST
REVISION
07/01/09
REVISIO N
6/24/2013
engineering authority.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SCHOOL SIGNS & MARKINGS
NO.
17344
SHEET
NO.
4 of 6
3
8"
6"
-BOLT
3"
6"
Catenary Wire
Lock Nut
Signal Head
2"
Alum. Zee - 3" X 2.33"
1
4"
Alum. Zee - 3" X 2.33"
Bolts For
Mounting Sign
Wire Rope Clamp
1
4"
Lock Nut
-U Bolt
Cap
Drill
1’-9"
1’
1’
1’
1’
7
8"
Hole
Sign Panel
1’-9"
1’
1
2"
Pipe Cap
Flexible Conduit Or
90 Angle Connector
Messenger Wire
1
2"
1
3
8"
-BOLT
Catenary Wire
Wire Rope Clamp
Signal Cable & Clamps
CABLE ENTRY DETAIL
…"
To Roadway
Entry Details
-U-BOLT
Wire Rope Clamp
19’M ax.
See Cable
3
8"
Bolts For
Mounting Sign
17’
-6" M in.
To Flasher Unit
Pipe
Nominal, 1.900 O.D.
MOUNTING DETAIL
REAR VIEW
0.125"
Bulb Replacement Shall
C:
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dgn
Be From The Front.
See Mounting Detail
1
4"
Alum. Zee - 3" X 2.33
Aluminum Round
Head Bolts with Nuts and
Lockwashers, bolts shall
be spaced @ 12" centers
4’-3"
max.
12" Signal Head
(Yellow Lens)
Sign Panel
12" Signal Head
(Yellow Lens)
1
4"
3"
Note
See Cable
Flashing beacon may be placed within or below panel
ZEE SECTION DETAIL
19’M ax.
SIDE VIEW
Flasher unit and cabinet to be placed
6/24/2013
4:
04:
53 PM
To Roadway
sm 970re
17’
-6" M in.
Entry Detail
Optional Location Of Flashing Beacon
on the strain pole supporting overhead
sign assembly or on service pole. The
flasher unit not to overhang private
property or sidewalk.
LAST
REVISION
01/01/12
REVISIO N
FRONT VIEW
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SCHOOL SIGNS & MARKINGS
NO.
17344
SHEET
NO.
5 of 6
0:00-0:00
0:00-0:00
FTP-34-06
FTP-35-06
FTP-30-06
FTP-33-06
* 12" Signal Head
(Yellow Lens)
FTP-31-06
OVERHEAD STANDARD
* Flashing Beacon May Be Placed Within Or Below Panel
2’
-0"
W16-7
AHEAD
2’-0"
W13-1
S1-1
W16-9P
SPEED LIMIT ASSEMBLY
12" Signal Head
C:
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FTP-32-06
(Yellow Lens)
SCHOOL
SPEED
LIMIT
00
SCHOOL
BUS STOP
AHEAD
FTP-38-06
Notes:
Standard size signs should be used whenever possible. Minimum sizes
may be used only on low volume, low speed (less than 35 mph) streets.
S4-5
S3-1
Ground Mount Standard
Special sizes should be used on expressway facilities where special
emphasis is needed.
4:
04:
55 PM
2.
The value of the actual school zone speed limit shall be determined by
Note:
the District Traffic Operations Engineer in cooperation with local school
Existing ground mount school speed limit signs utilizing a single 8" min.
superintendents. In no case shall it be less than the 15 mph min. as set
size beacon or two 6" min. size beacons inside the sign border are considered
by law.
meeting the standard. However, replacement or upgrading of these school
speed limit signs shall conform to the above standard. Numerical speed limit
See Index No. 17355 for sign details.
4.
When fluorescent yellow-green background color is used, a systematic
6/24/2013
3.
displayed shall be established by appropriate regulatory authorities.
approach featuring one background color within a zone or area should
be used. The mixing of standard yellow and fluorescent yellow green
background within a zone should be avoided.
LAST
REVISION
07/01/09
REVISIO N
sm 970re
S5-1
1.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SCHOOL SIGNS & MARKINGS
NO.
17344
SHEET
NO.
6 of 6
6" Yellow
30’
10’
White-Red Reflective
Refer To Detail A
Shoulder Line
Shoulder Pavement
Pavement Markers Every 20’
6" White Skip Line
12" White
6" White
Shoulder Pavement
White-Red reflective
Yellow-Red Reflective
Markers Every 40’.
Pavement Markers
Shall Begin at the Transition.
Shoulder Line
Maintain Full Ramp
Width (15’ Typical)
6" Yellow
RAM
P
6" White Edge Line
Edge Line
White-Red Reflective
Markers Every 40’.
Shoulder Line
NOTE:
Reflective pavement markers
are installed adjacent to the
edge line.
NORMAL TAPERED EXI
T
(TWO THRU LANES)
6" Yellow Line Along Left
Edge of Travelway
6" White
30’
10’
White-Red Reflective
Shoulder Line
Shoulder Pavement
Pavement Markers Every 20’
C:
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12" White
6" White Skip Line
Shoulder Pavt.
t
n
me
e
v
r Pa
e
d
l
u
o
Sh
Refer To Detail A
Shoulder Line
Maintain Full Ramp
6" White Edge Line
Width (15’ Typical)
White-Red Reflective Pavement
Markers Every 40’.
RAM
P
Yellow-Red Reflective
DETAIL A
6" Yellow Edge Line
Markers Every 40’.
NOTE:
Shoulder Line
In advance of lane drops at exit ramps a special marking pattern
"S" MPH 30 35 40
45
50 55
may be used to distinguish the lane drop situation from a normal
"X"
40
60
Ft. 20 20 40
60
exiting ramp or auxiliary lane.
NORMAL TAPERED EXIT ONLY
A typical special marking for lane drops consist of 8" wide by 3’
sm 970re
long white stripes separated by 9’ gaps. If used, this special
marking should begin
1
2
mile in advance of the theoretical gore
Passenger Car, Daytime, Posted Speeds
(TWO THRU LANES - THREE APPROACH LANES)
Or 85th Percentile (Use Higher Value)
point. Where lane changes may cause conflicts, an 8" wide
solid white channelizing line may be extended 300’ upstream
4:
04:
57 PM
from the theoretical gore. (MUTCD Section 3B.05).
6" White
"X"
18" White
45
LAST
REVISION
01/01/13
REVISIO N
6/24/2013
Edge Of Pavt.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
INTERCHANGE MARKINGS
NO.
17345
SHEET
NO.
1of 4
White-Red Reflective
6" 3’-9’ Dotted Line With White-Red Reflective
Pavement Markers Every 20’
Pavement Markers At (24’ Centers) Ends At Point
Where Lane Width And Ramp Width Are Equal (12’)
6" White
6" Yellow
12" White
Shoulder Pavement
Shoulder Line
30’ 10’
6" White Skip Line
Shoulder Pavement
6" Yellow Edge Line
p
Ram
Maintain Full Ramp Width
6" White Edge Line
Shoulder Line
(15’ Typical)
White-Red Reflective Markers (Every
40’) Shall Stop At End Of Transition
Yellow-Red Reflective Markers (Every 40’) Shall
End At The Termination Of The Yellow Edge Line
C:
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NORMAL TAPERED ENTRANCE
White-Red Reflective
6" Yellow
Shoulder Pavement
Shoulder Line
Pavement Markers Every 20’
30’ 10’
6" White Skip Line
Shoulder Pavement
6" Yellow
Edge Line
6" White Edge Line
Shoulder Gutter
12" White
Yellow-Red Reflective Markers (Every 40’) Shall
White-Red Reflective Pavement Markers
Maintain Full Ramp
End At The Termination Of The Yellow Edge Line
(Every 40’) Shall End At The Theoretical Gore
Width (15’ Typical)
4:
04:
58 PM
sm 970re
mp
Ra
NORMAL TAPERED ENTRANCE
LAST
REVISION
01/01/13
REVISIO N
6/24/2013
WITH ADDED LANE
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
INTERCHANGE MARKINGS
NO.
17345
SHEET
NO.
2 of 4
12" Solid White Line Shall Extend
One Fourth The Length Of Acceleration
Lane From Gore Markings.
6" White 3’ X 9’ Dotted Line
End 6" Yellow Edge Line
With White-Red Reflective
Pavement Markers At
(24’ Centers)
Yellow-Red Reflective Markers
White-Red Reflective Markers (Every 40’) Shall End
(Every 40’) Shall End At The
6" White Edge Line
300’
Termination Of The Yellow Edge Line
At The Termination Of The Acceleration Lane.
End 6" White Edge Line
6" Yellow Edge Line
6" White Skip Line
Begin 6" White Edge Line
6" White 3’ X 9’ Dotted Line
Begin 6" Yellow Edge Line
With White-Red Reflective
White-Red Reflective Markers (Every 40’)
6" White Edge Line
Shall Begin At The Transition.
Pavement Markers At
(24’ Centers)
PARALLEL ACCELERATION AND DECELERATION LANE
Shoulder Pavement
6" White 3’ X 9’ Dotted Line With White-Red
White-Red Reflective
(24’ Centers)
Pavement Markers At
Yellow-Red Reflective Markers
300’ along the Length Of Deceleration
(Every 40’) Shall Begin At
Lane From Gore Markings.
The Yellow Edge Line
Shoulder Line
8" Solid White Stripe With
Reflective Pavement Markers At
12" Solid White Line Shall Extend
24’
C:
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(20’ Centers)
Shoulder Line
Varies
300 Feet
300 Feet
Varies
TYPICAL MARKINGS AT DUAL LANE EXITS
Note: Arrows indicate direction
of travel and are not shown
sm 970re
for pavement marking.
4:
05:
00 PM
Ex
i
tRa
mp
1
2
Mile
300 Feet
Lane Drop Markings 12" White 3’ X 9’
12" Solid White Stripe With
Dotted Line With White-Red Reflective
White-Red Reflective
Pavement Markers At (24’ Centers)
Pavement Markers At
Shoulder Line
6/24/2013
(20’ Centers)
LAST
REVISION
01/01/13
REVISIO N
TYPICAL LANE DROP MARKINGS AT EXIT RAMPS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
INTERCHANGE MARKINGS
NO.
17345
SHEET
NO.
3 of 4
Notes:
1. Post delineators spaced at 40’ on curves of the entrance and exit of ramps.
The spacing on the tangent portion of the ramp section shall be 300’. All
White Arrow With
delineators are to be setback 4’ from shoulder break. Post delineators should
White-Red Reflective Markers
not be discontinued in sections with guardrail.
23.5’
3’
2’-4"
g
cin
t
pa e A
’S
at
40 m in
r
T.
Te
P.
e
Th
10’ 30’
6" White
6" Yellow
Direction Of Travel
WRONG WAY ARROW
’ ng
0
ci
0
3 pa
S
6" White Skip Line
6"
Main Line
6" White
White Post Mounted
Begin Yellow-Red Markers
Delineator (40’ Spacing)
At Beginning Of Yellow Line.
6" White
8" White
Begin White-Red Reflective Markers at Transition.
(40’ Spacing)
4
0
’ Sp
a
c
i
n
g
6" Yellow
n
o
i
at
er
el
c
De
6"
Yellow
Yellow-Red Reflective Markers (Every 40’)
e
an
L
Along The Left Edge Line Of The Ramps
Crossroad
8" Solid White
8"
Terminate White-Red Markers
w
o
l
l
e
"Y
6
White
At The P.T.
Full
e
t
i
"Wh
8
Lane Width
e
t
i
"Wh
8
1
C:
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6" White
White-Red Reflective Markers
Wrong Way Arrow To Be Placed At
ane
L
on
i
at
r
e
el
c
Ac
(Every 40’)
24"
The Physical Gore Or 100’– From
Stop Bar
Theoretical Gore.
White
Yellow Post Mounted
End 6" Yellow
Delineator (40’ Spacing)
25’
Wrong Way Arrow To Be
30’8" White
10’
Placed At End Of
Physical Gore Or – 100’
6" Yellow
From End Of Theoretical
Gore.
6" White
End Yellow-Red Reflective Markers
At End Of Yellow Edge Line
6" White
White Post Mounted
Delineator (40’ Spacing)
6" White
8" White
Wrong Way Arrow
100’+
-
sm 970re
400’ –
6" Yellow
4:
05:
02 PM
6" White Skip Line
LAST
REVISION
01/01/13
REVISIO N
6/24/2013
6" White
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
INTERCHANGE MARKINGS
NO.
17345
SHEET
NO.
4 of 4
4"
4"
4"
20 s.f.
R1
4"
5’
R2
4"
6"
13’
R1
6.
5’
9’
-6"
5’
3’
5’
R1
4’
-6"
7’
-9"
4"
12’
-9"
7’
-6"
3’
4’
5’
-3"
23.
5’
8"
20 s.f. 4"
3’-4"
5’
7’
32"
8"
22 s.f.
4"
4"
3’-4"
10’
23 s.f.
20 s.f.
8’
4"
13 s.f.
26 s.f.
20 s.f.
24 s.f.
8’
8’
5’
23 s.f.
22 s.f.
8’
3’
34 s.f.
4"
4"
8’
8’
8’
4"
4"
4’
4"
R2
1’
3’-4"
2
R
1’
1’
3’-8"
R1=3’3.375"
16.
5’
R1=2’ 11"
1’
3’
R2=2’3.563"
R2=1’ 11"
6’-4"
Through
R1=3’3.375"
U Turn
R2=2’3.563"
Lane-Use
Lane-Use
Preferential Lane
Turn
Symbol
Lane-Use
Arrow
Arrow
12 s.f.
17 s.f.
11 s.f.
Arrow
Turn and Through
27 s.f.
Lane-Use
DIMENSIONS ARE WITHIN 1" –
Arrow
29 s.f.
30"
Wrong-Way
4"
NOTE: When arrow and pavement message are used together, the arrow
PAVEMENT ARROW AND MESSAGE DETAILS
Arrow
C:
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Right Turn Arrow To Be Reversed.
shall be located down stream of the pavement message and shall be
separated from the pavement message by a distance of 25’ (Base of the
24 s.f.
arrow to the base of the message). Stop message shall be placed 25’
TYPES OF PERMANENT LONGITUDINAL LINES
from back of stop line.
BASIC COLOR RULE:
White lines separate traffic in the same direction. Yellow lines separate traffic in opposing directions.
Yellow dotted lines may be used in special cases. Black may be used in combination with white for skip
lines where a light-colored pavement does not provide sufficient contrast with the markings.
CONTRAST MARKINGS
Solid Yellow Edge Line
6"
10’ White Skip With
Solid White Edge Line or Lane line
Black Contrast,
6"
10’ White Skip With 10’ Black Contrast and 20’
With 30’ Gaps
1
2"
1
2’ Skip 4’ Gap Dotted Line
(Turning Guide Line)
30’
Black Contrast
6"
30’
30’
9"
6’ Skip 10’ Gap Extension Of Edge Line
6"
10’
Through Cross-Over Area
10’
10’
10’
10’
Gaps
10’ Black Contrast
20’
20’
20’
20’
10’
10’
10’
10’
10’
10’
10’
10’
10’
10’
6"
10’ 10’ 10’ 10’ 10’ 10’ 10’ 10’ 10’ 10’
6"
6"
Two-Lane Passing Prohibited (Yellow)
6’
6’
6’
6’
6’
6’
6’
6’ 6’
6’
6’
sm 970re
4"
6"
Solid White Channelizing Line
Double Solid Yellow (Or White)
6" & 8"
4:
05:
03 PM
4"
6"
Yield Lines 5-18" X 27" White triangles facing traffic
3’ Skip 9’ Gap Lane Drop Markings At
equally spaced within travel lane with 1 additional triangle
Interstate Ramps
18"
10’ Skip 30’ Gap White or Yellow Centerline
LAST
REVISION
07/01/13
30’
10’
10’
REVISIO N
6/24/2013
30’
DESCRIPTION:
30’
30’
10’
10’
9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’ 9’
10’
using same spacing when a bike lane is present.
6" & 12"
6"
3’ 3’3’ 3’ 3’ 3’ 3’ 3’ 3’ 3’ 3’3’ 3’ 3’ 3’
27"
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
1of 14
Edge of Travel Way
Traffic Flow
30’
10’
6" White Edge Line
Travel Way
6" Yellow (6’-10’ Skip)
6" Yellow Edge Line
Edge Line
Curb
6’-10’
Use Yellow Delineators On
Extension
Sides Facing Cross-Over
»¿ M
6’
Gutter
Centerline
6’
Use Green Delineators On Sides
Past
Facing Away From Cross-over
Radius
Generally Top Of Post Should Be 4’
Point
Above The Edge Of Pavement Grade
Begin Extension At Radius Point
6" Yellow Edge Line
Traffic Flow
6" White Edge Line
6" White Skip
6"
2"
Gutter
(If Applicable)
PAVEMENT MARKINGS AND DELINEATORS FOR MEDIAN CROSS-OVER
Edge Line
Edge of Travel Way
PLACEMENT OF EDGE LINES
End At Radius
C:
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Point
NOTE:
Paved
100’
Radius
Point
6" White
Markings applied to median noses shall be yellow in color.
Unpaved Rd.
Road
6" White Edge Line
6" White
6" White
6" Yellow Edge Line
6" White Skip
6’
6" Yellow Edge Line
6" White
6" Yellow Edge Line
6’
6" Yellow Edge Line
Full Lane
6’
Delineator Post
Width
Grassed Median With Or
Full Lane
6’
Without Curb
Delineator Post
Width
Delineator Post
6" White Line
6" Yellow Edge Line
6’ - 10’ Skip
6" White Edge Line
6" Yellow Edge Line
sm 970re
R3-4
4:
05:
05 PM
100’
See Detail
M inor Road
6" White Edge Line
See Detail
Paved
Road
01/01/10
REVISIO N
6/24/2013
LAST
Point
Paved
Road
Radius
PAVEMENT MARKINGS FOR INTERSECTIONS
WITH MAJOR AND MINOR ROADS
REVISION
End At Radius
Point
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
2 of 14
6" Yellow Skip
75’ Min
50’ Min
50’
8’ 12’
6" Yellow Solid
8’
24" White
300’ Max. Intervals Between Double Arrows
For use in congested urban areas where available storage
6" White
length between intersections is limited and a permanent
6" Dbl Yellow
SCHEME ONE
point of transition from the two-way turning lane to the
exclusive turning lane can not be determined.
Use Stop Bar
At Signalized
Intersection
Only
Radius Point
10’
10’
25’
8’
8’
12’
25’
6" Yellow
6" White
24" White
6" Dbl Yellow
18"
Min 75’
45
For use in rural & suburban areas where an adequate
300’ Max. Intervals Between Double Arrows
storage lane length can be specifically determined.
(WITH SINGLE LANE LEFT TURN CHANNELIZATION)
SCHEME TWO
12" White
12" White
For Crosswalk
For Crosswalk
S
i
de
w
al
k
p
am
R
sm 970re
C:
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dgn
TWO WAY LEFT TURN LANE
12" White
Pu
b
i
Cu l
c
rb S
i
Ra de
m wa
l
p
k
6
10 ’M
ni
’ i
S
m
t
an um
da
rd
4:
05:
07 PM
For Crosswalk
12" White
6/24/2013
For Crosswalk
12" White
LAST
REVISION
07/01/13
REVISIO N
For Crosswalk
TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
3 of 14
Bike Lane
12" White
Crosswalk
Lines
These markings may be used
for locations with restricted
left turn lengths, only when
called for in plans.
6’-10’ Skip
24" White
6" White
Stop Line
50’
50’
6" White
6" Yellow
2’-4’ Skip
6" Dbl Yellow
6" White
2’-4’ Skip
12" White
Crosswalk
Lines
6" White
12" White
6" White
Crosswalk
8" White
25’
Lines
25’
8" White
Median Edge
EFT
NE WAY L
OO
ES T
I
APPL
TURN LANE ALSO
50’
6" White
100’M ax
100’M ax
ONLY
6" White
6" White Skip
6" White Skip
NG
EFT TURN MARKI
CTED L
RESTRI
ONLY
RIGHT TURN LANE AND
ISLAND DETAILS
12" White
3’-9’ Skip
6" White
RIGHT TURN LANE DROP AND ISLAND DETAILS
LEFT TURN LANE DROP IS MIRROR IMAGE
2’-4’ Skip
6" White
100’ Minimum or as determined
by L=WS
(L =
WS†
60 <
45 mph) where
24" White Stop Line
12" White
W is the lateral offset in feet and
S is the 85th percentile speed in
miles per hour (speed limit)
4’M in.
4’ Min.
For left turn storage lane detail
Varies
see sheet 3 of this index.
24" White
Stop Line
NOTES:
Varies
(Side Street)
M in.
Varies
1.
50’
When public sidewalk curb ramps are present, refer
Index No. 17344 and Index No. 304 for crosswalk
50’ Min.
widths.
2.
Double yellow longitudinal center lines on all
roadway approaches shall be extended back 100’
for projects involving intersection improvements only.
24" White Stop Line
sm 970re
6" Dbl Yellow
Width of crosswalk to equal width of the
4’M in.
C:
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dgn
100’(
M in)
6" White
3.
When specified, "stop" message shall be placed 25’
back of stop lines.
Varies
4’ Min.
adjacent sidewalk, but not less than 6’
6" White
4:
05:
09 PM
24" White Stop Line
S
L
NE DETAI
I
E CENTER L
KS AND DOUBL
STOP BARS,CROSSWAL
LAST
REVISION
01/01/13
REVISIO N
6/24/2013
TYPICAL INTERSECTION 2 THRU LANES
PLUS LEFT TURN LANE, WITH CROSSWALK
DESCRIPTION:
R2013-02--Removed Chevrons from Raised Islands.
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
4 of 14
HIGHWAY
HIGHWAY
R6-3
R6-3
DIVIDED
DIVIDED
R1-1
R1-1
R6-1L
200’
R6-1R
R6-1R
R6-1L
R6-1L
R6-1L
24" White
R1-2
24" White
R6
1
R
R6
1
L
6" White
Nose Width
NOSE WIDTHS UNDER 30’
Nose Width
NOSE WIDTHS 30’ AND GREATER
Nose Width
Nose Width
R6-1L
6" White
R6
1
R
24" White
R1-2
24" White
R6-1L
R6-1L
R6-1L
R6-1R
R6-1R
200’
R1-1
R6-1L
R1-1
Divided Highway signs (R6-3) may be on the
same structure with the STOP and ONE WAY
DIVIDED
FIGURE 1
signs or on a separate structure.
FIGURE 2
DIVIDED
R6-3
R6-3
HIGHWAY
HIGHWAY
C:
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dgn
ONE-WAY SIGNS 0N DIVIDED HIGHWAY INTERSECTIONS
f
no
o
i
t
c
e
r
Di
l
e
v
a
Tr
6" Yellow Edge Line
Standard No-Passing
l
e
v
a
f Tr
no
o
i
t
c
e
r
Di
6" White Edge Line
6" Double Yellow
Y
Median Or Island
20’
45
18" White
45
Gore Area
Beginning of Physical Gore
Va
r
i
e
s
45
18" Yellow
Va
r
i
e
s
To Be
De
t
e
r
mi
n
e
dI
n Fi
e
l
d
6" Double Yellow
POSTED (DAY)
SPEED LIMIT
8" Single White
6" Yellow Edge Line
4:
05:
11 PM
sm 970re
Di
r
e
c
t
i
o
no
f Tr
a
v
e
l
6/24/2013
PAVEMENT MARKINGS FOR TRAFFIC CHANNELIZATION AT GORE
LAST
07/01/13
REVISIO N
(TRAFFIC FLOWS IN SAME DIRECTION)
REVISION
To Be
De
t
e
r
mi
n
e
dI
n Fi
e
l
d
6" Yellow Edge Line
"Y"
Di
r
e
c
t
i
o
no
f Tr
a
v
e
l
ft.
MPH
30 OR LESS
10
35
20
40
20
45
30
50 OR MORE
40
PAVEMENT MARKING FOR TRAFFIC SEPARATION
(TRAFFIC FLOWS IN OPPOSING DIRECTIONS)
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
5 of 14
TYPI
CAL TRANSI
TI
ON MARKI
NG
W 4-2L
W 6-2
W 6-3
NE
I
VE EDGE L
L BE THE SAME AS RESPECTI
OR SHAL
COL
DO NOT
R5-1
ENTER
45
8"
Y
18"
Solid
Solid
L1
A
250’
Point Where Pavement
6" White Edge Line
A
/4
Begin Taper
Begins To Narrow
6" Yellow Edge Line
W
250’
6" Yellow Skip
Median
8
0
’
R4-7
W 6-1
6" White Edge Line
White Delineators Shall Be Used Throughout
15:1 Taper (4:1 Min.,
The Transition Where 85th Percentile
Not Less Than 50’)
LEFT ROADWAY CENTERED ON EXISTING ROADWAY
Approach Speeds ΠAre Greater Than 50 mph
TRANSITION DISTANCE L1
**W
(FEET)
120
135
150
165
180
195
210
35
165
40
215
45
360
185
205
240
405
225
270
295
450
495
245
320
540
265
350
585
POSTED (DAY)
SPEED LIMIT
"Y"
(FT.)
MPH
55
950
50
850
45
750
40
650
30
450
285
30 OR LESS
10
35
20
40
20
45
30
50 OR MORE
40
45
30
"A"
(FT.)
W 9-1
14
LANE
13
ENDS
12
RI
GHT
11
W 9-2
10
LEFT
9
MERGE
MPH
8
LANE ENDS
SPEED*
MPH
W 4-2
*S
375
630
50
400
450
500
550
600
650
700
55
440
495
550
605
660
715
770
25’
Direction of Travel
60
480
540
600
660
720
780
840
65
520
585
650
715
780
845
910
W9-1 & W9-2 are supplemental to the W4-2 sign and
may be deleted if space is not available. The W9-1
WS†
(=40 MPH)
60
W 4-2R
W 6-2
*Design Speed
L1=
should be used if only one supplemental sign is installed.
W 6-3
L1=WS (45 MPH or Greater)
**Lateral offset
L1
85th Percentile Approach Speeds*
DO NOT
Throughout The Transition Where
ENTER
White Delineators Shall Be Used
R5-1
250’
W
A
Begin Taper
80’
A
/4
Are Greater Than 50 mph.
6" Yellow Edge Line
sm 970re
C:
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PAVEMENT MARKING DETAIL
NOTE:
6" Yellow Skip
6" White Edge Line
250’
R4-7
15:1 Std. Taper
(4:1 Minimum Not Less Than 50’)
W6 - 1
4:
05:
12 PM
RIGHT ROADWAY CENTERED ON EXISTING ROADWAY
LAST
REVISION
07/01/09
REVISIO N
6/24/2013
SCHEMES FOR TRANSI
TI
ON -2 L
ANE / 4 L
ANE ROADWAY
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
6 of 14
2 LANES
50’
DETAIL A
EXIT RAMP WITHOUT
AUXILIARY LANE
120’
LAYOUT FOR 1, 2 AND 3 DIGIT NUMBERS AND LETTERS
3 LANES
24’
3 LANES
24’
AUXILIARY LANE
50’
DETAIL B
EXIT RAMP WITH
AUXILIARY LANE
290’
NOTES:
1.
Messages shall meet requirements of Specification Section
971-6 and Section 711.
2.
The thickness of the preformed message shall be 125 mils.
3.
The message shall consist of white letters and numbers with
black contrasting material. The black material shall meet
the mat dimensions shown and have a minimum skid resistance
C:
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value of 55 BPN.
4.
The "EXIT NUMBER" position remains the same distance from the
beginning of taper regardless of the number of lines of information.
MESSAGE SIZE AND SPACING
4" X 4" squares
3"
3"
10"
22"
44"
20"
32"
54"
sm 970re
5"
106"
106"
106"
106"
106"
106"
4:
05:
14 PM
106"
6/24/2013
66"
LAST
REVISION
07/01/10
REVISIO N
MAT DIMENSIONS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
7 of 14
Stop Bar Perpendicular To
Edge Of Travelway Or 8’
From & Parallel To Gate
Stop Bar Perpendicular To Edge
12
’
in
.
When Present.
Of Travelway Or 8’ From &
10’
Parallel To Gate When Present
Min
8’
12
’
in
.
M
6" Yellow
M
24" White
24"
8’
6" Dbl. Yellow
24"
10’
Min
DO NOT
DO NOT
30"
STOP
T
h
e Ra
i
l
r
o
a
dT
r
a
f
f
i
c Co
n
t
r
o
lDe
v
i
c
e
I
sT
o Be L
o
c
a
t
e
d A Mi
n
i
mu
m O
f1
2
’
Fr
o
m T
h
e Ra
i
l
r
o
a
d Ce
n
t
e
r
l
i
n
e
. Se
e
I
n
d
e
x No
.1
7
8
8
2 Fo
r Pr
o
t
e
c
t
i
o
n De
v
i
c
e
s
.
STOP
ON
TRACKS
30"
ON
TRACKS
R8-8
R8-8
For Use Near
For Use Near
10’
Min
Signalized Intersections
12’ Min.
8’
8’
Signalized Intersections
10’
.
n
Mi
T
h
e Ra
i
l
r
o
a
dT
r
a
f
f
i
c Co
n
t
r
o
lDe
v
i
c
e
I
sT
ob
eL
o
c
a
t
e
d A Mi
n
i
mu
m O
f1
2
’
Fr
o
m T
h
e Ra
i
l
r
o
a
d Ce
n
t
e
r
l
i
n
e
. Se
e
I
n
d
e
x No
.1
7
8
8
2 Fo
r Pr
o
t
e
c
t
i
o
n De
v
i
c
e
s
.
12’ Min.
24"
White
6" Yellow
24" White
A
A
6" Double Yellow
24" White
R
R
R
See notes 3, 4 & 5
See note 3, 4 & 5
for sign placement
R
24" White
for sign placement.
24" White
50’
White
50’
24"
W10-1
W10-1
RAI
L
ROAD CROSSI
NG AT 4
L
ANE ROADWAY
24"
NOTES:
1. Wh
e
nc
o
mp
u
t
i
n
gp
a
v
e
me
n
tme
s
s
a
g
e
s
,q
u
a
n
t
i
t
i
e
sd
on
o
ti
n
c
l
u
d
e
transverse lines.
Width May Vary
According To
12"
Lane Width
See Detail This Sheet For Placement Of
2. Wh
e
nd
y
n
a
mi
cd
e
v
i
c
e
sa
r
en
o
tp
r
e
s
e
n
to
ra
r
et
ob
ei
n
s
t
a
l
l
e
d
,t
h
e
c
r
o
s
s
b
u
c
ks
h
a
l
lb
el
o
c
a
t
e
da
tt
h
ef
u
t
u
r
el
o
c
a
t
i
o
no
ft
h
e RR g
a
t
e
o
rs
i
g
n
a
la
n
dg
a
t
ei
na
c
c
o
r
d
a
n
c
e wi
t
hI
n
d
e
x No
.1
7
8
8
2
.
15’
Railroad Pavement Markings.
8’
3. Pl
a
c
e
me
n
to
fs
i
g
n W1
0
1i
na r
e
s
i
d
e
n
t
i
a
lo
rb
u
s
i
n
e
s
sd
i
s
t
r
i
c
t
,wh
e
r
e
l
o
ws
p
e
e
d
sa
r
ep
r
e
v
a
l
e
n
t
.T
h
e W1
0
1s
i
g
n ma
yb
ep
l
a
c
e
d a mi
n
i
mu
m
d
i
s
t
a
n
c
eo
f1
0
0
’f
r
o
m t
h
ec
r
o
s
s
i
n
g
.Wh
e
r
es
t
r
e
e
ti
n
t
e
r
s
e
c
t
i
o
n
so
c
c
u
r
b
e
t
we
e
nt
h
e RR p
a
v
e
me
n
tme
s
s
a
g
ea
n
dt
h
et
r
a
c
k
sa
na
d
d
i
t
i
o
n
a
l
W1
0
1s
i
g
n& a
d
d
i
t
i
o
n
a
lPa
v
e
me
n
tme
s
s
a
g
es
h
o
u
l
db
eu
s
e
d
.
Pavement
Message
White
6’
20’
10’
6’
C:
\d\projects\standards\roadway\17300-s\17346-08.
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RAI
L
ROAD CROSSI
NG AT 2L
ANE ROADWAY
4. Re
c
o
mme
n
d
e
dl
o
c
a
t
i
o
nf
o
r FT
P6
1
0
6o
r FT
P6
2
0
6s
i
g
n
,1
0
0
’u
r
b
a
n
& 3
0
0
’r
u
r
a
li
na
d
v
a
n
c
eo
ft
h
ec
r
o
s
s
i
n
g
.
45
"
16
5. A p
o
r
t
i
o
no
ft
h
ep
a
v
e
me
n
tma
r
k
i
n
gs
y
mb
o
ls
h
o
u
l
db
ed
i
r
e
c
t
l
yo
p
p
o
s
i
t
e
18" YELLOW
the W10-1 sign.
6" Yellow
sm 970re
15’
50’ Min.
NOTE:
SPEED
Pavement Markings symmetrical about centerline
24"
4:
05:
16 PM
4"
6/24/2013
89 s.f.
*Does not include 24" bars.
LAST
REVISION
01/01/12
REVISIO N
TYPICAL PAVEMENT MARKINGS FOR R/R CROSSING
PAVEMENT MARKINGS FOR TERMINATION
OF TWO WAY LEFT TURN AT R/R CROSSINGS
DESCRIPTION:
" A "
IN FT.
60
400
55
325
50
250
45
175
40
125
35
100
URBAN
85 MIN.
INDEX
FDOT 2014
DESIGN STANDARDS
MPH
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
8 of 14
GENERAL NOTES
1.
For traffic and pedestrian signal installation, refer to Index
No. 17721 through 17890.
2.
For public sidewalk curb ramps, refer to Index No. 304.
3.
For pavement marking and sign installation, refer to Indexes
11200 through 17356.
4.
Crosswalk minimum widths: Intersection Crosswalk 6’.
Midblock Crosswalk 10’.
4’ Min.
5.
All crosswalk marking shall be white.
6.
Longitudinal lines in Special Emphasis Crosswalk shall be 24" wide and
spaced to avoid the wheel path of vehicles as shown in detail.
24" White
The maximum space between markings shall not exceed 60". A
longitudinal marking shall be centered at each lane line. Additional
longitudinal markings shall be placed at the center of each lane (1/2W).
Where the Crosswalk is skewed to the lane lane lines, the Special
Emphasis longitudal lines should be parallel to the lane line.
4’ Min.
12" White
24" White
SPECIAL EMPHASIS
MARKINGS
24" White
12" White
12" White
C:
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4’M in.
STANDARD
MARKINGS
24" White
24" White
W
60" Max.
Lane line
Lane line
24"
W
1
2W
.
n
i
4’M
Lane line
12"
W
12" White
Lane line
24" White
4’ Min.
sm 970re
W
1
2W
Lane line
4:
05:
17 PM
SPECIAL EMPHASIS
CROSSWALK MARKING
DETAIL
6/24/2013
SPECIAL EMPHASIS AND STANDARD CROSSWALKS
LAST
REVISION
07/01/09
REVISIO N
ON
NTERSECTI
ED I
L
GN CONTROL
ZED OR STOP SI
I
GNAL
SI
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
9 of 14
100’ of 6"
W 11-2
Solid White
W 11-2
SCHEME 1
Crosswalk
with Warning Signing
AHEAD
W 16-7pL
A
A
W 11-2
W 16-7pL
W 11-2
W 16-9p
40’
100’ of 6"
Solid White
100’ of 6"
Solid White
40’
Solid White
40’
W 11-2
W 16-7pL
W 11-2
SCHEME 3
Signalized
Crosswalk
A
4:
05:
19 PM
SCHEME 2
Crosswalk
with Stop Signing
W 11-2
R1-5bL
W 16-7pL
STOP
FOR
HERE
W 11-2
W 16-9p
sm 970re
100’ of 6"
AHEAD
C:
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A
APPROACH
SPEED MPH
A-SUGGESTED
DISTANCE (Ft.)
25 Or Less
200
26 To 35
250
36 To 45
300
1.
Plans shall indicate which crosswalk scheme is to be used.
2.
The details shown do not depict the signing and markings for
multi-lane roadways with divided medians. For these applications,
additional signs shall be installed on the median side. Minimum
width of Mid-Block Crosswalks is 10’.
3.
All mid-block crosswalks shall use special emphasis crosswalk
markings.
Crosswalk marking should utilize preformed marking materials.
LAST
REVISION
01/01/12
REVISIO N
6/24/2013
4.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
10 of 14
15’
TURN LANES CURBED AND UNCURBED MEDIANS
25’
URBAN CONDITIONS
Taper 50’
Design
Begin Lane Line
L1
L2
Stop Bar (If Required)
Speed
Queue Length **
(mph)
L
SINGLE LEFT TURNS
** Queue Length Is Measured From
The Median Nose Radial Point Or,
When A Stop Bar Is Required, From
Clearance
Distance
Brake To
Total
Stop
Decel.
Distance
Distance
RURAL CONDITIONS
Clearance
Distance
L1
L2
L
L3
35
70’
75’
145’
110’
40
80’
75’
155’
120’
45
85’
100’
185’
135’
50
105’
135’
240’
160’
55
60
65
Brake To
Total
Stop
Decel.
Distance
Distance
Clearance
Distance
L2
L
L3
185’
290’
160’
125’
225’
350’
195’
145’
260’
405’
230’
170’
290’
460’
270’
The Stop Bar.
15’
Taper 100’
25’
Begin Lane Line
Begin Lane Line
L2
L1
Queue Length
Less Than 100’
1 Arrow
L3
(Measured From Stop Bar Location)
L
25’
6" White
Varies 100’ To 150’
DOUBLE LEFT TURNS
2 Arrows
15’
Stop Bar
C:
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6" White
24" White
25’
(Typ)
Varies 150’ To 200’
3 Arrows
15’
6" White
25’
Arrow should be evenly spaced between first and last arrow. Turn
lanes longer than 200’ add one arrow for each 100’ additional length.
25’
15’
The ONLY pavement message is required
25’
ARROW SPACING
Through Lane Becomes Exclusive Left Turn
for turn lanes, where the thru lane becomes
turn lane.
NOTES:
1.
The "Begin Lane Line" locations are based on the standard lengths
shown in Design Standard 301. These locations must be adjusted
on a case by case basis for turn lanes not meeting the standard
lengths.
sm 970re
2.
Yellow left turn edge marking may be used adjacent to raised curb or
grass medians if lane use is not readily apparent to drivers approaching
25’
15’
a left turn storage lane.
3.
Refer to Design Standard Index 301 for Roadway Details.
4.
This Index also applies to right turn lanes.
4:
05:
21 PM
Through Lane Becomes Optional Left Turn
LAST
REVISION
07/01/09
REVISIO N
6/24/2013
DOUBLE LEFT TURN MARKINGS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
11of 14
Public Sidewalk Curb Ramp
Sign No FTP-21-06
1.
8’
22’
22’
22’
A
UpStream
B
2.
Parking shall not be allowed within 20’ of a crosswalk.
3.
All parking lane markings shall be 6" white.
4.
Parking lane lines shall be broken at driveways.
5.
Refer to Chapter 316,
DownStream
6" White
Drivers Eye Location
6"
2"
6"
WHITE
Fla.
Statutes,
for laws
governing parking spaces.
W H ITE
BLUE
BLUE
BLUE
W H ITE
For entrances to a one-way street, the
downstream restriction may be reduced to 20’.
Sidewalk
22’
(Signalized & Nonsignalized)
GENERAL NOTES
and FTP-22-06
6.
Where curb and gutter is used, the gutter pan width
may be included as part of the minimum width of
parking lane, but desirably the lane width should be in
6"
2"
6"
6"
2"
6"
addition to that of the gutter pan.
Sign No FTP-21-06
Public Sidewalk
and FTP-22-06
Sign No FTP-21-06
Curb Ramp
SPEED
and FTP-22-06
Sidewalk
MPH
Sidewalk
UP STREAM (A)
0-30
85’
35
100’
DOWN STREAM (B)
4 LANE
2 LANE
TYPE I
45’
60’
70’
50’
No Parking Zone -
18’
9
0
Yellow Curb (Optional)
6" White(Typ)
NOTES
8’
Y
Y
8’
12’
12’
5’
12’
12’
5’
9’
W H ITE
2"
Sign No FTP-21-06
Distances applicable to intersecting street, major driveways and other
TYPE II
No Parking Zone -
driveways to the extent practical.
BLUE
Yellow Curb (Optional)
6"
2"
6"
2"
6"
6"
6"
6"
6"
2"
6"
WHITE
20’
Min.
2.
BLUE
BLUE
BLUE
BLUE
W H ITE
6
0
6"
2"
6"
9’
of entering vehicle to end of parking restriction.
Equally Spaced Per Aisle.
C:
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9’
W H ITE
9’
3.
For nonsignalized intersections, the values above shall be compared
with the values for signalized intersections and the maximum restrictions
8’
Y
implemented. These restrictions apply to both accessible and
20’ 22’
nonaccessible parking.
Y
20’
TO
26’
6"
9’
Distances measured longitudinally along the street from driver location
2"
9’
BLUE
9’
3-6" White Chevrons
6"
9’
1.
All Spaces
22’ Min. & 26’ Max.
MINIMUM PARKING RESTRICTION FOR
NONSIGNALIZED INTERSECTIONS
TYPICAL
and FTP-22-06
TYPE III
Public Sidewalk Curb Ramp
No Parking Zone Yellow Curb (Optional)
"C"
9
’
9
’
9
’
Y
"B"
5’
"E"
9
’
5
’
*
1
2
’
"
6" White
(Typ)
8’ Min.
Y
"D
"
A"
Sidewalk
*
FOR ACCESSIBLE MARKINGS - SEE ABOVE
SPEED LIMIT
SIGNALIZED
MPH
INTERSECTIONS
DISTANCE FROM
0-30
sm 970re
NOTES:
1.
2.
3’
"DIMENSIONS"
»¿
"A"
"B"
"C"
"D"
"E"
45
19’-1"
12’-9"
7’-0"
27’-0"
17’-0"
60
20’-1"
10’-5"
5’-9"
23’-2"
13’-10"
35
30’
CURB RADIUS (Y)
50’
PARKING RESTRICTION (FT.) FOR
SIGNALIZED INTERSECTION
Dimensions are to the centerline of markings.
4"
4"
4.53 s.f.
An Access Aisle is required for each accessible space when angle
2.7 s.f.
NOTES:
parking is used.
4:
05:
22 PM
3.
Criteria for pavement markings only, not public sidewalk curb ramp locations.
Use of pavement symbol in accessible
For ramp locations refer to plans.
parking spaces is optional, when used the
symbol shall be 3’ or 5’ high and white in color.
4.
1.
Parking restrictions measured from curb radius point.
2.
Restrictions for accessible parking are the same as
those applied to nonsignalized intersections.
Blue pavement markings shall be tinted to match shade 15180 of Federal
Standards 595a.
5.
The FTP-22-06 panal shall be mounted below the FTP-21-06 sign.
UNIVERSAL SYMBOL
OF ACCESSIBILITY
MINIMUM PARKING RESTRICTION FOR
SIGNALIZED INTERSECTION
LAST
REVISION
07/01/09
REVISIO N
6/24/2013
PAVEMENT MARKING FOR PUBLIC
SIDEWALK CURB RAMPS IN REST AREAS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
12 of 14
Audible and Vibratory
Audible and Vibratory
Edge Line Markings
Edge Line Markings
No Audible and Vibratory Markings
Markings
Std. Thermo Markings
Std. Thermo Markings
Std. Thermo Markings
TYPICAL CITY CONNECTING LINK OR URBANIZED AREA
Urban Boundary
City Lim it or
Vibratory Edge Line
Std. Thermo Markings
City Lim it or
6" White Audible and
Urban Boundary
City connection Link or Urbanized (Unincorporated City)
6" White Audible and
Vibratory Edge Line
Markings
6" White Audible and
6" White Audible and
Vibratory Edge Line
C:
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Markings
Vibratory Edge Line
Std. Thermo Markings
Std. Thermo Markings
Std. Thermo Markings
Std. Thermo Markings
Markings
6" White Audible and
6" White Audible and
Vibratory Edge Line
Vibratory Edge Line
Markings
Markings
TYPICAL RURAL INTERSECTION WITH TURN LANES
Markings
6" White Audible and
Vibratory Edge Line
2’-6"
2’-6"
»¿
sm 970re
Markings
Side Ro
Std. Thermo
Markings
Paved Entrance
Std. Thermo
6" White Audible and
Vibratory Edge Line
Markings
4:
05:
24 PM
Audible and Vibratory 6" Line
6/24/2013
TYPICAL RURAL INTERSECTION WITHOUT TURN LANES
LAST
REVISION
07/01/09
REVISIO N
AUDIBLE AND VIBRATORY MARKINGS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
2 LANE ROADWAYS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
13 of 14
6" White Edge Line
6" White Edge Line
Std. Thermo.
Std. Thermo.
6" White Audible and
6" White Audible and
Vibratory Edge Line Markings
Vibratory Edge Line Markings
1.
The Contractor Shall Adjust The Maintenance Of Traffic During Installation To Provide
Sufficient Time For The Markings To Bear Traffic.
2.
6" White Skip
The Height Of The Transverse Bar For Markings Shall Be A Minimum Of 0.45 Inches Above
The Pavement Surface At The Edge Of The Marking.
Std. Thermo.
Traffic Flow
3.
Transverse Bars Shall Be Evenly Space In The Marking At Intervals Of 30 Inches Center
To Center.
6" Yellow Edge Line
4.
Std. Thermo.
The Transverse Bar May Have A Drainage Channel On Each Bar. The Width Of The
Drainage Channel May Not Exceed 0.25 Inches At The Bottom Of The Channel.
6" Yellow Audible and
5.
Vibratory Edge Line Markings
Audible And Vibratory Markings Shall Only Be Installed On Centerline Markings Of Two
Lane Roads When Shown In The Plans.
6" Yellow Audible and
Vibratory Edge Line Markings
6.
When Raised Pavement Markers Conflict With The Installation Of The Centerline Markings,
The Contractor Shall Be Responsible For Removing And Replaceing The Raised Pavement
6" Yellow
Markings. The Additional Expenses Associated With The Raised Pavement Markings Shall
Edge Line Std. Thermo.
Be Included In The Cost Of The Marking.
7.
Traffic Flow
Grinding Is An Acceptable Method Of Removal Of The Existing Markings Where Markings
Are Installed As Replacement Markings.
8.
The Specifications Allow The Audible Markings To Utilize A Flat Base Line Or An Inverted
C:
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Rib Profile Base Line.
6" White Audible and
6" White Audible and
Vibratory Edge Line Markings
Vibratory Edge Line Markings
6" White Edge Line
6" White Edge Line
Std. Thermo.
Std. Thermo.
6" White Audible and
6" White Audible and
Vibratory Edge Line Markings
Traffic Flow
Vibratory Edge Line Markings
6" White Skip
6" White Skip
Std. Thermo
Std. Thermo.
6" Yellow Edge Line
Std. Thermo.
6" Yellow Audible and
Vibratory Edge Line
6" Yellow Audible and
6" Yellow Audible and
Vibratory Edge Line Markings
Vibratory Edge Line Markings
Markings
6" Yellow Audible
and Vibratory
Edge Line Markings
6" White Skip
Std. Thermo.
sm 970re
6" Yellow
Edge Line
Std. Thermo.
4:
05:
26 PM
Traffic Flow
6" White Audible and
6" White Audible and
Vibratory Edge Line Markings
Vibratory Edge Line Markings
6" White Audible and
6/24/2013
Vibratory Edge Line Markings
6" White Edge Line
6" White Edge Line
Std. Thermo.
Std. Thermo.
LAST
REVISION
07/01/10
REVISIO N
AUDIBLE AND VIBRATORY MARKINGS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
MULTI-LANE ROADWAYS
SPECIAL MARKING AREAS
NO.
17346
SHEET
NO.
14 of 14
40"
1.
Recommended placement of bicycle lane markings:
No stripe at edge
8.1 s.f.
of curb & gutter
a) At the beginning of a bicycle lane, on the far side of major intersections, and prior to and within the
or paved shoulders.
bicycle lane keyhole.
4"
b) Along the roadway as needed to provide a maximum spacing of 1,320 feet for posted speeds less than 45
mph, 2,640 feet for a posted speed of 45 mph or greater.
2.
Recommended spacing for shared lane marking symbols: Immediately after intersections and at a maximum
6’
spacing of 250 feet.
6’
3. All pavement markings and pavement messages shall be White.
Face of Curb
9’
-4"
4. All pavement messages shall be preformed thermoplastic.
5. Bike lane signs (R3-17, R3-17a, R3-17b) are not required.
11’
8’
24"
6’
4.2 s.f.
6"
Lane
Line
4"
4"
6’
CURB & GUTTER
4’
6’
12’
Curb and Gutter
12’
PARKING
6" WHITE
2" Offset
Lip of Gutter
2" Offset
6" Edge Line
C:
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40"
6.3 s.f.
A
Face of Curb
Face of Curb
Lip of Gutter
W
4:
05:
28 PM
6"
Lane
Line
Not Less
12"
White
* Pavement
Message White
Than 50’
or Bike Lane
50’
12’
CURB & GUTTER
5’
sm 970re
12’
To Edge Of Path
8’
Pavement
Perpendicular
2’
-8"
Edge of
Stop Bar
6" Edge Line
Curb and Gutter
From Lip or
72"
Measured
112"
Lane Width
g
e
e
in
it
c
h
it
a
h
p
W
s
"
4
"
4
2"
Shared Use Path
15’
"
4
3’-4"
9 s.f.
40"
Lane Width
(w)
»¿Sharro
6"
(A)
Width of Outside
Lane (w)
13’ or Greater
4’
Less Than 13’
512’ **
W10-1
18" Diameter
**
6"
For lane widths less than 11’ in width,
4"
the symbol shall be centered in the lane.
Lane
6/24/2013
Line
*
When used in bike lane, markings shall
be placed adjacent to markings in travel
LAST
REVISION
07/01/12
REVISIO N
lane and W10-1 sign shall be deleted.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
BICYCLE MARKINGS
NO.
17347
SHEET
NO.
1of 4
4’ BIKE LANE
5’ BIKE LANE
4’ BIKE LANE
BUS
6" WHITE
PARKING
2’-4’ SKIP
SPACES
ONLY
4’ BIKE LANE
4’ BIKE LANE
5’ BIKE LANE
6" WHITE
2’-4’ DOTTED
6" WHITE
6" WHITE
2’-4’ DOTTED
2’-4’ DOTTED
5’ BIKE LANE
50’
STO P
min.
STOP
50’
C:
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4’ BIKE LANE
4’ BIKE LANE
min.
COMMERCIAL
COMMERCIAL
DRIVEWAY
DRIVEWAY
(High volume)
6" WHITE
(High volume)
2’-4’ DOTTED
5’ BIKE LANE
COMMERCIAL
DRIVEWAY
6" WHITE
(High volume)
2’-4’ DOTTED
5’ BIKE LANE
5’ BIKE LANE
6" WHITE
2’-4’ DOTTED
RESIDENTIAL
PARKING
RESIDENTIAL
DRIVEWAY
4’ BIKE LANE
DRIVEWAY
SPACES
DRIVEWAY
(Low volume)
(Low volume)
4’ BIKE LANE
(Low volume)
4:
05:
30 PM
sm 970re
RESIDENTIAL
LAST
REVISION
07/01/12
REVISIO N
6/24/2013
INTERSECTION WITH BUS BAY,
NO RIGHT TURN LANE, CURB
AND GUTTER TYPICAL SECTION
INTERSECTION WITH ON STREET
PARKING, NO RIGHT TURN LANE,
CURB AND GUTTER TYPICAL SECTION
INTERSECTION WITH SEPARATE
RIGHT TURN LANE, CURB AND
GUTTER TYPICAL SECTION
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
BICYCLE MARKINGS
NO.
17347
SHEET
NO.
2 of 4
4’ BIKE LANE
4’ BIKE LANE
4’ BIKE LANE
4’ BIKE LANE
PAVED SHOULDER
50’
PAVED SHOULDER
min.
5’ BIKE LANE
4’ BIKE LANE
ONLY ONLY
ONLY
ONLY
4’ BIKE LANE
5’ BIKE LANE
ONLY
ONLY ONLY
ONLY
50’
RIGHT LANE
MUST
min.
STO P
TURN RIGHT
6" WHITE
12" WHITE
2’-4’ DOTTED
3’-9’ SKIP
6" WHITE
2’-4’ DOTTED
STOP
30’
50’
min.
min.
4’ BIKE LANE
PAVED SHOULDER
C:
\d\projects\standards\roadway\17300-s\17347-03.
dgn
50’
min.
4’ BIKE LANE
4’ BIKE LANE
4’ BIKE LANE
COMMERCIAL
6" WHITE
DRIVEWAY
2’ - 4’ DOTTED
(High volume)
RESIDENTIAL
PAVED SHOULDER
DRIVEWAY
(Low volume)
50’
sm 970re
min.
4:
05:
31 PM
4’ BIKE LANE
"TEE" INTERSECTION WITH SEPARATE RIGHT TURN
LANE, CURB & GUTTER TYPICAL SECTION
INTERSECTION, NO RIGHT TURN LANE,
FLUSH SHOULDER TYPICAL SECTION
LAST
REVISION
07/01/12
REVISIO N
6/24/2013
INTERSECTION WITH RIGHT TURN DROP LANE,
CURB AND GUTTER TYPICAL SECTION
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
BICYCLE MARKINGS
NO.
17347
SHEET
NO.
3 of 4
6" WHITE
PAVED SHOULDER
2’-4’ SKIP
PAVED SHOULDER
5’ BIKE LANE
C:
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dgn
5’ BIKE LANE
COMMERCIAL
DRIVEWAY
(High volume)
RESIDENTIAL
6" WHITE
DRIVEWAY
2’ - 4’ DOTTED
(Low volume)
PAVED SHOULDER
4:
05:
33 PM
sm 970re
PAVED SHOULDER
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
INTERSECTION WITH SEPARATE RIGHT TURN
LANE, FLUSH SHOULDER TYPICAL SECTION
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
BICYCLE MARKINGS
NO.
17347
SHEET
NO.
4 of 4
CASE I
Type 1 Object Markers shall consist of nine yellow
reflectors mounted on a yellow reflective background or
4’ Center To Center Minimum
CASE II
consist of a retroreflective panel of the same size.
8’ Center To Center Maximum
Red Reflectors
CASE I
Yellow
CASE II
Reflectors
End of Road Markers shall consist of nine red
reflectors mounted on a red reflective background or
consist of a retroreflective panel of the same size.
W1-6
CASE I
NOTES:
4’M in.
1.
Yellow Reflectors
W14-1
This index applicable to residential and minor streets
only. Major streets to be evaluated on a case by case
basis.
DEAD
CASE I
2.
END
Yellow
Reflectors
"T"-intersection-Two-Way arrows and reflectors
are optional. The need should be based on a review
CASE II
W14-1
Red Reflectors
of each location.
W 1 -7
3.
For additional details on aluminum round post,
sign panel material and bolts, nuts and washers
see Index Nos. 11860.
4.
W1-6
DEAD
END
XXX FT
Case I Installation - The arrow panels and object
travel lane.
5.
Dead end sign shall be posted a sufficient advance
distance to permit the vehicle operator to avoid the
Supplemental sign with
distance panel, to be
"
8
1
R1-1
STOP
but not less than 12’ from the edge of the
1
8
"
markers shall be located approximately 20’,
used as needed
dead end by turning off, if possible, at the nearest
intersecting street.
6.
For pavement marking see Index No. 17346
7.
No guardrail is required unless special field
conditions require its use.
Reflective Buttons
Shall Have A
Zee Bracket
C:
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dgn
3" Minimum Diameter
CASE I
Wind Beam
CASE I
Yellow Reflectors
Yellow Reflectors
.080" Aluminum
Sign Panel
R6-1L
R6-1L
6" White
6" White
Nose Widths less than 30’
Nose Widths 30’ and Greater
Object markers shall be installed on 2" x
R6-1L
3
8"
R1-2
R6
1
R
sm 970re
1
8"
Aluminum Round Post.
Aluminum Button Head Bolt with Nut and
Lockwasher or 1516"
24" White
Stainless Steel Hex
Head Bolt with Flat Washer under Head and
R6-1L
R6-1L
R6-1L
installed in accordance with Index No. 11860.
R6-1L
24" White
4:
05:
35 PM
Lockwasher under Nut. Post foundation shall be
DIVIDED
200’
R6-1R
R6-1R
R1-1
R6-3a
HIGHWAY
R1-1
DIVIDED
6/24/2013
R6-3a
LAST
REVISION
07/01/13
REVISIO N
HIGHWAY
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
TRAFFIC CONTROLS FOR STREET TERMINATIONS
NO.
17349
SHEET
NO.
1of 1
18"
18"
18"
** Note:
Two assemblies are required; one for each side
1 MILE
of the ramp, showing those services in each particular
direction from the ramp terminal.
Edge Of Pav’t
24"
18"
they be placed within 100’ of another sign.
30"
18"
conflict with existing signs and in no case should
8’
-0"
Ramp mounted signs shall be installed to avoid
24"
24"
DETAIL "A"
9"
(1 To 3 Symbols)
See
Detail "B"
Or
** One Post Service Signs
Detail "C"
See Detail "D"
DETAIL "D"
Proposed
50
0’
begining of deceleration lane.
G
EXIT
Proposed
Sign to be installed at
G
City
Approximate Position Of
G
Guide Sign
City
EXIT 0
Second Motorist Service Sign
F
Supplemental
0
L
EXIT
0
G
F
L
H
C
See
Guide Sign
C
Detail "A"
G
City
1 MILE
G
F
L
(Details "B" Or "C") For Interchanges
With Two Exit Ramps
800’
1000’
7’
24"
24"
C:
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dgn
800’
8’
NOTE
When approved for attachment to the
5’
30"
advance guide signs, up to 3 services
GENERAL NOTES
may be used for an exit. The symbol
signs shall be suspended from the
guide sign panel or existing wind
beams. Symbol signs are not to be
connected to existing sign posts.
1.
Only those services meeting criteria established by the Department and approved by the State
8’
sm 970re
Traffic Operations Engineer for each interchange shall be shown. Symbol signs for motorist
The mounting height of the advance
services shall always appear in the following order reading from left to right and top
7’
to bottom: Gas, Food, Lodging, Phone * , Hospital, Camping.
DETAIL "C"
guide sign shall be increased, where
necessary, to provide 8’ between
the level of the pavement edge and
* The phone symbol shall not be shown whenever any Gas, Food, Lodging or Camping symbol appears.
DETAIL "B"
(4 Symbols)
the bottom of the guide sign, prior
to mounting the supplementary panel.
4:
05:
37 PM
2.
Symbols shall appear consecutively on the sign with no positions left blank or reserved
(4 To 6 Symbols)
for intermediate symbols not currently approved for a particular interchange.
All motorist service signs to have White Legend and Border with Blue Background.
4.
For mounting details see Index 11200 for Type "A" breakaway or Index 11860 for Type "C" Frangibility.
LAST
REVISION
07/01/09
REVISIO N
6/24/2013
3.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SIGNING FOR MOTORIST SERVICES
NO.
17350
SHEET
NO.
1of 1
Sign No. FTP-10-06
Sign No. FTP-11-06
Sign No. FTP-12-06
Sign No. FTP-13-06
FTP-12-06
FTP-11-06
FTP-13-04
800’
4,480’
C:
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dgn
FTP-10-06
Note:
Roadway not drawn to scale
Distances shown are adequate for driver communication
but may be altered slightly if conditions require.
Notes:
1. Signs and sign structures shall be erected in accordance
with the details shown on Index No. 11200.
2. Sign FTP-12-06 shall be located on the Welcome Center
grounds in proximity to the building and as far from the
main line roadway as possible (2 signs back to back).
3. Sign FTP-10-06, 11-06, 12-06 shall be located as limited
sm 970re
access highways only.
Sign No. FTP-14-06
4. All legend to be Series E.
5. See Index No. 17355 for sign details.
Note: Sign FTP-14-06 shall be used as a supplemental guide sign at
4:
05:
38 PM
interchanges which have a Tourist Information Center approved
6/24/2013
for such signing (locate half-way between normal guide signs)
LAST
REVISION
07/01/07
REVISIO N
FOR LIMITED ACCESS HIGHWAYS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
WELCOME CENTER SIGNING
NO.
17351
SHEET
NO.
1of 2
SI
GN NO
.FT
P1
5
B0
4
SI
GN NO
.FT
P1
5
A0
4
SI
GN NO
.FT
P1
2
0
4
C:
\d\projects\standards\roadway\17300-s\17351-02.
dgn
SI
GN NO
.FT
P1
5
C0
4
FTP-15A-06
FTP-15B-06
FTP-15C-06
FTP-12-06
2,240’
FTP-12-06
800’
2,240’
s
n
o
i
t
i
d
n
lCo
a
r
r Ru
m Fo
mu
i
x
’Ma
0
0
8
s
n
o
i
t
i
d
n
lCo
a
r
r Ru
m Fo
mu
i
n
’Mi
0
5
Notes:
1.
Signs and sign structures shall be erected in accordance
with the details shown on Index 11200.
2.
Sign FTP-12-06 shall be located on the Welcome Center grounds
sm 970re
in proximity to the building and as far from the Main Line
Roadway as possible (2 signs back to back).
3.
All legend to be Series E.
4.
One sign FTP-15A-06 or 15B-06 should be used depending on
6/24/2013
4:
05:
40 PM
speed, roadside development & geometric conditions.
LAST
REVISION
07/01/07
REVISIO N
FOR PRIMARY HIGHWAYS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
WELCOME CENTER SIGNING
NO.
17351
SHEET
NO.
2 of 2
40’
20’
10’
10’
Yellow
Black
40’
Black
Yellow
Monodirectional Yellow
Black
Solid Yellow
15’
Bidirectional Yellow
Bidirectional Yellow
15’
40’
Bidirectional Yellow
ALTERNATING SKIP LINE
SOLID LINE WITH SKIP
40’
Yellow
Yellow
Yellow
Bidirectional White/Red
White
15’
15’
Bidirectional Yellow
Bidirectional Yellow
Yellow
Yellow
SKIP LINE
40’
40’
SKIP LINE WITH TWO-WAY LEFT TURN LANE
40’
15’
10’
10’
Monodirectional Yellow
Solid Yellow
20’
Bidirectional Yellow
Yellow
Black
40’
White
10’
10’
C:
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dgn
SOLID LINE WITH ALTERNATING SKIP
Bidirectional White/Red
Bidirectional Yellow
’
5
1
Black
Double Yellow
Black
Yellow
Black
Yellow
40’
10’
20’
10’
ALTERNATING SKIP LINE WITH TWO-WAY LEFT TURN LANE
Bidirectional Yellow
DOUBLE SOLID LINE
1.
Reflective Pavement Markers shall be spaced at 40’ on all skip lane
lines and skip center lines. This spacing may be reduced to 20’
sm 970re
if specifically called for in the plans.
40’
White
4:
05:
42 PM
15’
2.
The spacing on solid lines and solid/skip combination lines shall be 40’.
3.
All RPM’s shall be offset 1" from solid longitudinal lines.
4.
These spacings may be reduced for sharp curves if required.
5.
All RPM’s shall be class "B".
Bidirectional White/Red
LAST
REVISION
01/01/10
REVISIO N
6/24/2013
MULTILANE
DESCRIPTION:
INDEX
FDOT 2014
TYPICAL PLACEMENT OF
DESIGN STANDARDS
REFLECTIVE PAVEMENT MARKERS
NO.
17352
SHEET
NO.
1of 2
NOTES
1. Raised pavement markers shall be set 1" from line.
2. Raised Pavement Markers shall be centered between
chevrons or gore lines.
Di
r
e
c
t
i
o
no
fT
r
a
v
e
l
6" White Edge Line
f
no
o
i
t
c
e
r
Di
Bidirectional Yellow
l
e
v
a
Tr
6" Yellow Edge Line
20’
6" Double Yellow
Median Or Island
45
Gore Area
12" Solid White
Di
r
e
c
t
i
o
no
fT
r
av
e
l
18" Yellow
6" Double Yellow
Di
r
e
c
t
i
o
no
f Tr
a
v
e
l
6" Yellow Edge Line
RPM PLACEMENT FOR TRAFFIC CHANNELIZATION AT GORE
(TRAFFIC FLOWS IN SAME DIRECTION)
6" Yellow Edge Line
RPM PLACEMENT FOR TRAFFIC SEPARATION
(TRAFFIC FLOWS IN OPPOSITE DIRECTION)
NOTE
Raised pavement markers (Bidirectional White/Red) should be used in all gores of this type
8" White
Direction of Travel
Bidirectional Yellow
Raised Reflective
Marker
18"
White
1"
45
Edge Of Pavt.
C:
\d\projects\standards\roadway\17300-s\17352-02.
dgn
Lane Lines
4"
PLACEMENT OF RPM’S ON SHOULDER MARKINGS
For Left Side Of Roadway The Plan Is Opposite Hand And Markings Shall Be Yellow.
1"
For Placement Of Rpm’s On Ramps See Index 17345.
Bidirectional Yellow
Bi-Directional White/Red RPM’s
Install Markers At 20’ Center To Center
sm 970re
Install Markers At 20’ Center To Center
1"
4:
05:
43 PM
Bidirectional White/Red
PLACEMENT OF RPM’S AT INTERSECTIONS
Reflective Pavt. Markers To
LAST
REVISION
01/01/10
REVISIO N
6/24/2013
Be Bidirectional Yellow
DESCRIPTION:
INDEX
FDOT 2014
TYPICAL PLACEMENT OF
DESIGN STANDARDS
REFLECTIVE PAVEMENT MARKERS
NO.
17352
SHEET
NO.
2 of 2
4’ Maximum Sign Width
6’ Maximum Sign Width
6’ Maximum Sign Width
18"or 30"
12"
12"
1" Min.
1" Min.
1" Min.
SINGLE POST SIGN EXAMPLES
4’-0"
16"
1" Min.
1’
-6"
16"
Combined
6’-4"
Maximum
Combined
Sign Height
Sign Height
16"
4’-3"
4’-0"
2’
-6"
Combined
1" Min.
7’M in. (
10’M ax.
)
16"
Maximum
2’-1 12"
Maximum
Sign Height
3’-8"
16"
5’
30"
2’-1 12"
16"
7’
12’ Min.
12’ Min.
6’ Min.
»¿ Sign
7’M in. (
8’M ax.
)
6’ Min.
STEEL U-CHANNEL TRIPLE POST
DIRECT BURIAL
3’-6"
12’ Min.
SINGLE POST
ALUMINUM
ROUND TUBE
TWO POST STEEL I BEAM
WITH SLIP BASE
MULTIPOST SIGN EXAMPLES
General Notes:
1’
-0"
6’-0"
DESIGN FOR TOURIST ORIENTED DIRECTIONAL SIGNS
(Options for Aluminum Round Tube, Steel I Beam and Steel U-Channel.)
Signs Must Comply With Rule 14-51, Florida Administrative Code.
2.
Text for Signs Shall Be 6" Type C Lettering.
3.
For Aluminum Round Tube Assembly and Foundation Detail, see
1’
-4"
6’-0"
1.
Single Post Configuration
Two Post Configuration
Three Post Configuration
Index 11860.
For Steel I Beam Assembly and Foundation Detail, see Index 11200.
5.
For Steel U-Channel Assembly and Foundation Detail, See Index
600 Sheet 6 of 12. Galvanize Steel U-Channel in accordance with
1’
-4"
6’-0"
4.
No. of Signs
3-1/2" X 0.125"
(Total Area)
Aluminum Tube
Direct Burial
ASTM 123.
4" X 0.125"
Aluminum Tube
Slip Base
S3X5.7
Steel I Beam
Slip Base
W6X12
Steel I Beam
Slip Base
3 lb/ft
4 lb/ft
Steel U-Channel
Direct Burial
Steel U-Channel
Lap Splice
1’
-4"
6’-0"
4:
05:
45 PM
sm 970re
C:
\d\projects\standards\roadway\17300-s\17354-01.
dgn
6’ Min.
6/24/2013
1’
-4"
6’-0"
10
OK
OK
NA
NA
NA
NA
16-20
NA
OK
NA
NA
NA
NA
14-16
NA
NA
OK
OK
OK
OK
22-24
NA
NA
OK
OK
NA
OK *
30-32
NA
NA
NA
OK
NA
NA
38
NA
NA
NA
OK
NA
NA
LAST
REVISION
07/01/09
REVISIO N
* Limited to 22 s.f. Total Sign Area.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
TOURIST ORIENTED DIRECTIONAL SIGNS
NO.
17354
SHEET
NO.
1of 1
FREEWAY USE
OTHER THAN FREEWAY USE
11’-6"
OTHER THAN FREEWAY USE
7’-0"
10"
4’-0"
6"
6"
6"E
6"E
6"
6"
10"E
8"
6"E
1’
-6"
3’
-6"
8"
3’
-6"
6"
10"E
5’
-6"
OTHER THAN FREEWAY USE
4’-0"
6"E
6"E
6"
6"
10"E
6"E
6"E
10"
6"
6"
6"
34.3"
6.85"
11.5"
115"
6.85"
11.5"
7.5"
69"
5.8"
7.5"
36.4"
5.8"
FTP-1-06
FTP-2-06
FTP-3-06
FTP-4-06
11’-6" X 5’-6"
7’ X 3’-6"
4’ X 3’-6"
4’ X 1’-6"
9" Radii 2" Border
6" Radii 2" Border
6" Radii 2" Border
3" Radii 2" Border
10" Series E Legend
6" Series E Legend
6" Series E Legend
6" Series E Legend
White Background
White Background
Green Background
Green Background
Note:
Black Legend and Border
Black Legend and Border
White Legend and Border
White Legend and Border
FTP-4-06 to be
used with FTP-3-06
14’-0"
12’-0"
14’-6"
9"
13"
10"
10"E
10"E
12"E
10"
10"E
7’
-0"
10"
8"
10"E
7’
-6"
12"E
75"
8"
8"
10"E
12"E
8"
10"E
8"
12"
12"E
10"E
8"
13"
13"
10"E
10"E
9"
9"
C:
\d\projects\standards\roadway\17300-s\17355-01.
dgn
10"E
10"
15"
138"
11"
15"
152"
46.3"
11"
81.4"
46.3"
14.5"
FTP-5-06
FTP-6A-06
14’ X 8’
14’-6" X 7’-6"
12" Radii 2" Border
12" Radii 2" Border
12" and 10" Series E Legend
10" Series E Legend
Green Background
White Background
White Legend and Border
Black Legend and Border
On Interstate Station
Delete Pickups-Vans,
and reduce Sign height
accordingly.
FTP-6B-06
FTP-7A-06
14’-6" X 7’-6"
12’ X 7’
12" Radii 2" Border
11" Radii 2" Border
10" Series E Legend
1O" Series E Legend
White Background
Green Background
Black Legend and Border
White Legend and Border
FREEWAY USE
17’-0"
12"
12"
7"
81.4"
12"
8"
15"E
24"
57.1"
12"E
10"E
31.3"
10.45"
8"
8"
7’
-0"
10"E
10"
31.3"
12"E
10"E
51"
2’
-0"
sm 970re
10"E
10.45"
12"
11"
152"
10"E
12"
12"
14.15"
14.15"
175.7"
11"
FTP-7B-06
FTP-8-06
12’ X 7’
6’-6"X 2’
11" Radii 2" Border
3" Radii 2" Border
Note:
10" Series E Legend
10" Series E Legend
FTP-8-06 to be
FTP-9A-06
10" Series E Legend
FTP-10-06
12", 10" and 15" Series E Legend
Green Background
Green Background
used with FTP-7A-06
14’-6" X 7’
Green Background
17’ X 6’-6"
Blue Background
White Legend and Border
10" Radii 2" Border
White Legend and Border
White Legend and Border
LAST
REVISION
07/01/09
REVISIO N
4:
05:
47 PM
14.5"
FTP-9B-06-LEFT ARROW
14’-6"
6’-6"
7"
6/24/2013
115"
White Legend and Border
& FTP-7B-06.
11" Radii 2" Border
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
1of 12
12’-6"
16’-6"
7’
-6"
8"
12"E
9.5"
8"
13.7"
8"
6"E
8"E
8"
13.3"E
6"
8"E
8"
10"
7’
-0"
12"E
8"E
5’
-6"
12"
16’-0"
6’-0"
8"
13.3"E
10"
8"E
24.5"
10"E
20"
8"
13.7"
12"
8"
8.1"
11.15"
110"
32"
12.55"
11.15"
175.7"
7.6"
56.8"
166.9"
12.55"
7.6"
FTP-11-06
FTP-12-06
FTP-13-06
FTP-14-06
16’-6" X 7’-6"
12’-6" X 4’-6"
6’ 0" X 5’-6"
16’-0" X 7’-0"
12" Radii 2" Border
7" Radii 2" Border
9" Radii 2" Border
11" Radii 2" Border
12" Series E Legend
6" and 8" Series E Legend
8" Series E Legend
Blue Background
Blue Background
Blue Background
13.3 and 10" Series E Legend
Blue Background
White Legend and Border
White Legend and Border
White Legend and Border
White Legend and Border
11’-0"
4’
-6"
2’-6"
9"
3"
8"E
5"B
6"
2.5"
8"E
5"B
3’
-0"
6"
20"
8"E
9"
12"E
8"E
9"
9"
2.5"
8"
7.45"
117.1"
30"
7.45"
72"
20"
56"
3"
3.75"
22.5"
FTP-15B-06
FTP-15C-06
FTP-16-10
11’-0" X 4’-6"
11’-0" X 5’-0"
11’-0" X 5’-6"
2’-6" X 3’-0"
7" Radii 2" Border
8" Radii 2" Border
9" Radii 2" Border
1.5" Radii 3/4" Border
8" Series E Legend
8" and 12" Series E Legend
8" Series E Legend
5" Series B Legend
Blue Background
Blue Background
Blue Background
Green Background
White Legend and Border
White Legend and Border
White Legend and Border
White Legend, Border, and Florida Symbol
1’-0"
1’-0"
1’-0"
1’-6"
levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
1"
1"
1"C
1"
1"C
1"
1"C
1"
1"C
2"
Border
1" Series C Legend
1.5"
FTP-19-06
2.4"
1’ X 1’-6"
4" Radii 38" Border
Color
Background
Legend and Border
1.5"
3.25"
11.5"
1.5"
FTP-21-06
1’-6"
1’-6" X 2’-6"
2" Radii 38" Border
Color
Background
Legend and Border
White Background
1.4"
LAST
REVISION
01/01/12
REVISIO N
Green Legend and Border
9.2"
1.4"
Top
Bottom
Blue
White
Blue
White
White
Black
White
Black
12"
3.1"
1.5"
1.5"C
1.5" Series C Legend
1.5"C
1.5"C
1.5"
Bottom
1"C
3.25"
Top 4" Series D
Top
3.85"
10.3"
3.85"
5.8"
3.1"
1"
1"
FTP-22-06
1"
1’ X 6"
1" Radii 38" Border
1" Series C Legend
Supplemental Panel
White Background
for the FTP-20-06
Black Legend and Border
and FTP-21-06 signs
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
1"
2.5"
1.5"C
Bottom 2" Series C
1"C
0’
-6"
Blue
of Text
1’ X 1’-6"
Radii 38"
1" Spacing
1’
-0"
1.2"
FTP-20-06
1.5" Series C
13"
Between Lines
W hite
of Text
1’
-6"
1’
-6"
sm 970re
2"C
1.5"
1’
-6"
6"
1" Spacing
2"C
1.2"
levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
panelStyle:handicap
constructPanels:36|24|18
constructPanelMode:0
panelRoundCorners:0
fine sign.ssi
All Letters
Between Lines
1.2"
2.5"
1.5"
All Letters
Top
2.5"
1" Series C
6/24/2013
3.75"
FTP-15A-06
4"D
4:
05:
49 PM
56"
30"
Bottom
C:
\d\projects\standards\roadway\17300-s\17355-02.
dgn
15"
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
2 of 12
734"
2012"
134"
134"
2012"
134"
Notes :
134"
30"
on Blue Background.
3-4
8"
D
24" x 24"
3
8"
C
30" x 24"
4
8"
C
30" x 24"
Yellow Background as shown in chart.
**
R
E
24" x 24"
F
D
0000
G
10"
F
1-2
When used on a guide sign, marker
must be overlaid on a rectangular
S
The 24" X 24" panel shall only be used for
COUNTY
H
a 3 or 4 digit route when the panel is to be
used on a sign cluster with other 24" X 24"
panels.
24"
Color: Yellow Legend and Border
3.
D
SIZE
All Legend Series "D".
2.
E
SERIES
SIZE
Note:
134"
5
PANEL
B
24"
10"
2012"
DIGITS
5"
1
2"
20
24"
1
2"
10
8"
NUMERAL
1.
C
J
C
9"
1
2"
1
3
4"
134"
K
A
3 or 4 DIGITS
1 or 2 DIGITS
DIMENSIONS
INDEPENDENT USE OTHER THAN FREEWAY
SIGN
**
B
C
D
E
F
G
H
1
8"
42"
3
4"
10"
4"
4"
8"
8"
8
21
1
2"
36"
1
2"
1
2"
3"
3"
12"
1
2"
7
2518"
42"
3
4"
8"
4"
4"
12"
6"
838"
22"
5"
834"
48"x 48"
48"
3
4"
8"
5"
12"
8"
934"
2558"
534"
1014"
52"x 52"
A
J
K
R
22"
5"
S
4 DIGIT
E
25
POST MOUNTED
E
3
8"
3
4"
8
2 DIGIT
H
OVERHEAD
H
7
4
1
8"
7
8"
18
1
4"
4
42"x 42"
1
2"
7
3 DIGIT
OVERHEAD
E
C
E
E
C
4 DIGIT
B
2978"
OVERHEAD
B
E
D
D
M1
6 COUNTY ROUTE MARKER DETAI
L
FTP-18-06
G
C:
\d\projects\standards\roadway\17300-s\17355-03.
dgn
5"
E
F
F
E
Varies
A
2"
2’-0"
1 OR 2 DIGITS
3 OR MORE DIGITS
2"
1
2"
2
A
B
C
D
E
F
G
H
814"
114"
1
2"
1
30"
24"
26"
12"
114"
234"
8"
41"
2"
3
1
4"
6
30"
32"
15"
1
42"
36"
38"
15"
1
1
4"
8
3
4"
1
1
4"
1
4"
11"
1
512"
1
4"
3 or 4
Digits
5"
sm 970re
1 or 2 Digits
36"
2"
15"
1 or 2 Digits
GUIDE SIGN USE
2"
Florida marker shall have Black Legend with White Background.
1
4"
2. Stroke width of State outline to be 1" for independent use and 1
2"
for Guide Sign.
20"
2"
FTP-17-06
2’ X 2’
Numbers are series D.
48"
4:
05:
51 PM
3.
2"
7"
Notes:
1.
20"
Digits
10"
1
4"
36"
3 or 4
1.13" Radii .0521" Border
White Background
Black Legend and Border
1-3 DIGITS 15" SERIES C
4 DIGITS 12" SERIES C
FL
ORI
DA ROUTE MARKER
INDEPENDENT USE FOR FREEWAY
LAST
REVISION
01/01/12
REVISIO N
6/24/2013
FTP-17-06
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
3 of 12
24"
0’-9"
1’-0"
levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
constructPanels:36|24|18
panelStyle:FTP-26-06.ssi
levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
constructPanels:36|24|18
panelStyle:FTP-25-06.ssi
1"
1.5"
1"D
1"D
1"
1"
1"D
1"D
1’
-0"
R 5b "
1"
1"
1’
-0"
1"
1"D
1"D
1"
1"
b"
1"D
1"D
1"
1"
R
.5
3
R2
.
5
2
5
2
5
24"
1.55"
5"
1"
5.9"
8.9"
1.55"
1.55"
FTP-25-06
2" Radii
R
4
"
R5
"
12"
4"
R
2" Radii
3
8"
Border
1" Series D Legend
White Background
1" Series D Legend
Black Legend and Border
Black Legend and Border
White Background
2.
5
1
.5
»
1’ X 1’
Border
» ¿
R
3
8"
1.55"
FTP-26-06
9" X 1’-0"
2
5
» ¿
2"
1.5"
R 4"
R
3"
1"D
4’-0"
8’-6"
7"
5"
8"D
4"C
FTP-23-06
8"
2’
-6"
1.5" Radii 58" Border
INTERNATIONAL SYMBOL OF
ACCESS FOR HEARING LOSS
Blue Background
White Legend and Border
4"C
4’
-6"
4"
2’ X 2’
8"D
4"
8"
4"C
8"D
C:
\d\projects\standards\roadway\17300-s\17355-04.
dgn
24"
7"
5"
18.4"
2.8"
2.8"
8.3"
»¿
»
»¿
R
20
»
R 2
1"
21
"
R 18b "
R
24"
36.4"
5.8"
1"
»
R
2
"
85.4"
8.3"
5.8"
FTP-27-06
FTP-28-06
4’ X 2’-6"
8’-6" X 4’-6"
4" Radii 34" Border
7" Radii 34" Border
4" Series C Legend
8" Series D Legend
White Background
White Background
Black Legend and Border
Black Legend and Border
2b"
2’-0"
2’-0"
»
levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
4"
2b"
2b" 31
4"
5"
4"
»
»¿
R
sm 970re
»
1b"
4"D
7"
4"
4"C
4"
»¿
4"D
3’
-0"
»¿
1’
-0"
2b"
»¿
4"
1
3"D
4:
05:
52 PM
4"
2.1"
5"
14"
19.8"
2.1"
3"D
5"
FTP-29-06
5"
FTP-24-06
2’-0" X 1’-0"
2’ X 2’
2" Radii
1.5" Radii 58" Border
4" Series C Legend
3" Radii 58" Border
Yellow Background
White Background
Black Legend and Border
Black Legend and Border
Blue Background
INTERNATIONAL TDD SYMBOL
White Legend and Border
LAST
REVISION
01/01/12
REVISIO N
6/24/2013
22
1"
5
8"
FTP-30-06
Border
2’-0" X 3’-0"
DESCRIPTION:
20.4"
1.8"
Top 4" Series D Legend
Bottom 3" Series C Legend
INDEX
FDOT 2014
DESIGN STANDARDS
1.8"
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
4 of 12
8’-0"
8"D
4"
3.5"
0.5"
4"
10"D
2
’6
"
5"
4’
-0"
3"
4"D
4"D
3’
-0"
8’-0"
9"
12.6"
12"E
5"C
4’
-0"
2’-0"
2"
10"
5"C
3"
4"
3"C
8"D
8"D
3"
15.8"
9"
5"
3"C
3"
Optional Location
3"C
3"
1.8"
2’ X 3’
3" Radii
75.1"
10.45"
6.5"
6.5"
27.4"
FTP-31-06
FTP-30A-06
5
8"
10.45"
of 12" Yellow Signal
20.4"
1.8"
8’ X 4’
6" Radii
Border
FTP-33-06
FTP-32-06
3
4"
Border
2’-6" X 2’-6"
8’ X 4’
3
4"
2" Radii 34" Border
Top 4" Series D Legend
Series D Legend
6" Radii
Bottom 3" Series C Legend
Yellow Background Top
12" Series E and 8" Series D Legend
5" Series C Legend
White Background
White Background Bottom
White Background
Yellow Background
Black Legend and Border
Black Legend and Border
Black Legend and Border
Black Legend and Border
2’-0"
Border
9’-6"
3’-0"
2’-0"
2.5"
8"
4"
4"D
4"
4"E
4"D
2"
4"E
8"E
4"
8"
4"D
8"E
4"
8"
4"D
2.1"
4"
4"D
6’
-0"
2.2"
0.5"
2.2"
3’
-0"
4"E
3’
-0"
2’
-6"
5"
8"E
8"
C:
\d\projects\standards\roadway\17300-s\17355-05.
dgn
4"E
10"E
12"
8"E
5"
2.5"
1.8"
20.4"
8"
2.8"
1.8"
30.4"
2.8"
7.6"
98.8"
7.6"
FTP-35-06
FTP-34-06
2’ X 3’
2’ X 2’-6"
3" Radii
FTP-36-06
FTP-37-06
3’ X 3’
9’-6"X 6’
Top 4" Series D Legend
5" Radii
9" Radii 2" Border
4"Series D and E Legend
Bottom 4" and 10" Series E Legend
4" Series D Legend
8" Series E Legend
White Background
Yellow Background Top
Green Background
White Background
Black Legend and Border
Black Legend and Border
White Legend and Border
Black Legend and Border
3" Radii
5
8"
Border
5
8"
Border
3’-0"
White Background Bottom
3’-6"
4’-0"
2’-6"
6"
8"
5"
State Line Sign
5"
3"C
4"D
2"C
5"
6"D
4"
6"C
6"D
3.15"
FTP-38-06
FTP-39-06
3’ X 2’-6"
4’ X 4’
3
4"
Border
5.7"
24.6"
5.7"
6" Radii
5.6"
3
4"
6" Series D Legend
White Background
White Background
LAST
REVISION
01/01/12
Arterial Sign
36.8"
4"C
5"
4"
6"C
4"C
6"
5"
Black Legend and Border
35.7"
3.15"
3.1"
23.8"
3.1"
5.6"
Border
4" Series D Legend
Black Legend and Border
4"
8"
5"
REVISIO N
4:
05:
54 PM
6"C
6"D
4"D
4" Radii
6/24/2013
5"
7"
4"
4"C
3’
-0"
4’
-0"
2’
-6"
sm 970re
4"D
4’
-0"
7"
4"
Freeway Sign
FTP-40-06
3" and 6" Series C Legend
FTP-41-06
3’-6" X 4’
White Background
2’-6"X 3’
6" Radii
3
4"
Border
Black Legend and Border
4" Radii
DESCRIPTION:
Border
Black Legend and Border
INDEX
FDOT 2014
DESIGN STANDARDS
2" and 4" Series C Legend
White Background
3
4"
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
5 of 12
4’-0"
9’-0"
4’-0"
3"
20"
Blue
6"
3"
21"
31"
3"
6"D
3"
1.5"
8"D
4"C
4"
4"C
8"D
6"D
4"
8"
3"
3"
13"
43.5"
4"
8"
3"
6"
4"C
8"
6"D
4"D
1.5"
4"
8"D
3’
-0"
Green
8"
4"D
4’
-0"
2"
2"EM
2"
2"EM
2"
2"EM
2"
Yellow
2’
-6"
4"
4"C
6’
-0"
8.5"
4’-0"
4"C
8"D
6"D
3"
4"
8"
4"
Blue
Black with
White stripe
38"
5"
FTP-42-06
FTP-43-06
4’X 2’-6"
4’ X 4’
3" Radii
6" Radii
Top 4" Series C Legend
Top 4" Series D Legend
Bottom 2" Series EM Legend
Bottom 6" Series D Legend
8.5"
5"
91"
4’ X 3’
9’ X 6’
Blue Background
Blue Legend and Border
White Legend and Border
3’-0"
3
4"
5" Radii
Border
White Background
White Background
Black Legend and Border
Black Legend and Border
3’-6"
3"
3’-6"
2"
3"D
2"D
3"
4"
4"
4"C
4"C
3"
4"C
3"
3"
5’
-0"
2"
2’
-6"
4’
-0"
Border
4" Series C Legend
2’-0"
30"
3
4"
8" Series D Legend
18"
5’
-6"
White Background
9" Radii
4.45"
FTP-45-06
FTP-44-06
1" Border
39.1"
4.45"
8.5"
30"
30"
3"
3"
4"C
3"
4"C
4"
4"
4"C
2"D
3"D
4"
2"
3"
5.3"
26.2"
4.9"
4.9"
3.25"
17.5"
31.4"
5.3"
5.3"
31.4"
FTP-46-06
FTP-47-06
FTP-48-06
FTP-49-06
3’ X 4’
2’ X 2’-6"
3’-6" X 5’
3’-6" X 5’-6"
6" Radii
6" Radii
4" Series C Legend
4" Series C Legend
Green Background
Green Background
White Legend, Border and Symbol
White Legend, Border and Symbol
5" Radii
3
4"
3" Radii
Border
5
8"
Border
2" Series D Legend
3" Series D Legend
White Background
Florida Sheild Green
Black Legend, Border and Man Belt Symbol
White Background
5.3"
3.25"
Florida Shield Green
Black Legend, Border and Man Belt Symbol
4’-6"
Municipality Name Optional
3’-6"
2’-0"
3"
4.5"
6"
4"E
5"C
4"
6"
3"
2’
-6"
2"
2
2
"
3"
2’
-0"
2"
sm 970re
4"C
6
0
3"
2’
-0"
C:
\d\projects\standards\roadway\17300-s\17355-06.
dgn
4"C
2"
3"
4"E
5"C
4"C
3"
X
3"
5"C
6"
4"E
X
212"
4:
05:
56 PM
1
"
2
4.5"
312"
3"
45"
4.5"
4.5"
5.6"
30.8"
5.6"
4.4"
15.2"
4.4"
FTP-50-06
4’-6" X 2’
Detail for FTP-48-06 and FTP-49-06
LAST
REVISION
07/01/01
REVISIO N
6/24/2013
3" Radii
3
4"
Border
4" Series C Legend
FTP-51-06
4" Series E Legend
FTP-52-06
Yellow Background
3’
White Background
2’ X 2’-6"
Black Legend and Border
X
2’
3" Radii
3
4"
Border
Black Legend and Border
3" Radii
DESCRIPTION:
5" Series C Legend
White Background
Border
Black Legend and Border
INDEX
FDOT 2014
DESIGN STANDARDS
5
8"
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
6 of 12
2’-0"
4’-0"
6’-6"
2’-0"
7"
17"
4.5"
8.5"
8"D
30"
5"C
15"
21"
5.4"
1"
7.5"
9.5"
8"D
2.70"
3.75"
.5"
8.8"
3"
4’
-0"
17.75"
2’
-6"
5"C
6"
10.5"
5’
-0"
2’
-6"
3"
6"
3.5"
7" 6.5"
3.25"
4.5"
6"D
5"C
10"D
5"D
2.8"
7"
5"
FTP-53-06
14"
5"
2’ X 2’-6"
3" Radii
5
8"
7"
5.8"
4.5"
Border
FTP-54L-06
FTP-54R-06 for
FTP-55L-06
4’ X 5’
(Right Turn Arrow)
2’ X 2’-6"
6" Radii
3
4"
64.5"
6.75"
7"
34"
Border
3" Radii
3
8"
3.5"
17"
3.5"
FTP-55R-06 for
FTP-56-06
(Right Turn Arrow)
6’-6"X 4’
6" Radii
Border
3
4"
6.75"
Border
5" Series C Legend
10" Series D Legend
5" Series D Legend
8" and 6" Series D Legend
White Background
White Background
White Background
Blue Background
Black Legend and Border
Black Legend and Border
Black Legend and Border
White Legend and Border
Design Project Manager
or Transit Administrator
will supply correct 1-8XX
number.
6’-6"
6’-6"
3’-0"
3’-0"
7"
7"
3.5"
3.5"
8"D
8"D
4"C
4"C
6"
8"D
4"C
3"
6"
3"
3"C
6"D
3"C
4’
-0"
2’
-0"
4"C
6"
3"
4’
-0"
2’
-0"
3"
8"D
6"
7"
7"
4.35"
27.3"
65.1"
6.45"
4.35"
6.45"
27.5"
4.25"
4.25"
56.7"
10.65"
FTP-56A-06
FTP-57-06
FTP-58-06
3’ X 2’
6’-6" X 4’
3’ X 2’
3" Radii
6’-6" X 4’
3" Radii
6" Radii
10.65"
FTP-59-06
6" Radii
4" and 3" Series C Legend
Design Project Manager
8"and 6" Series D Legend
Design Project Manager
4" and 3" Series C Legend
Design Project Manager
8" and 6" Series D Legend
Design Project Manager
Blue Background
or Transit Administrator
Blue Background
or Transit Administrator
Blue Background
or Transit Administrator
Blue Background
or Transit Administrator
White Legend and Border
will supply correct 1-8XX
White Legend and Border
will supply correct 1-8XX
White Legend and Border
will supply correct 1-8XX
White Legend and Border
will supply correct 1-8XX
number.
number.
3’-0"
number.
number.
3’-0"
2’-0"
3.5"
9.4"
3
’0
"
C:
\d\projects\standards\roadway\17300-s\17355-07.
dgn
6"D
3.5"
3.5"
4.5"
4"
4"E
5"C
4"C
4"
4"C
5"
2"
4"C
3"
4:
05:
58 PM
3"C
5"C
4"C
5"
2"
4"C
3.5"
0.5"
3"
4"E
4"
3"C
3.5"
6"E
15.5"
4.5"
5"
5.9"
5.9"
FTP-61-06
24.2"
FTP-60-06
4.3"
4.3"
7.3"
27.4"
3’ X 2’
3’ X 2’
3
4"
3" Radii
Design Project Manager
3" Radii
4"and 3" Series C Legend
or Transit Administrator
4" and 3" Series C Legend
34.2"
2’ X 3’-6"
3’ X 3’
2" Radii
3
4"
will supply correct 1-8XX
Yellow Background
2" Radii
White Legend and Border
number.
Black Legend and Border
Yellow Background Black Legend and Border
LAST
REVISION
07/01/09
7.3"
FTP-63-06
FTP-62-06
Border
Blue Background
REVISIO N
6/24/2013
4"EM
3’
-6"
2’
-0"
2’
-0"
sm 970re
3"
Border 4"and 5" Series C Legend
Bottom Green Background White Legend and Border
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
4"and 6" Series E and EM Legend
Top Blue Background White Legend and Border
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
7 of 12
2’-0"
3’-0"
4’-0"
3’-0"
4"
5"
4"
3.5"
4"E
16"
4"
3.5"
0.5"
3"
4"D
4"E
3.5"
4"
4’
-0"
3"
5’
-0"
3’
-6"
4"EM
12"
4"D
1’
-6"
4"
7"D
5"
5"D
4"
7"D
5"D
5"
4"
4"
6"D
4.6"
26.8"
4.6"
5"D
7"D
4"
5"
5"
FTP-64-06
2’ X 3’-6"
2" Radii
Top 4" Series E and 4" Series EM Legend
FTP-65-06
FTP-66-06
3’ X 1’-6"
4’X 5’
Bottom 4" Series E and 6" Series D Legend
Green Background White Legend and Border
40.6"
3.5"
3.7"
Border
2" Radii 34" Border
5" Series D Legend
White Background
Blue Background
Black Legend and Border
White Legend and Border
Blue Background
White Legend and Border
Border
2" Radii
3.5"
3’ X 4’
7" Series D Legend
3
4"
29"
FTP-67-06
4" Series D Legend
2" Radii
Blue Background White Legend and Border
3.7"
3
4"
Sign Mounting Holes Can Be Punched Or Field Drilled With
Sign Mounting Holes Can Be Punched Or Field Drilled With
No Obstruction To Text Or Symbols From Holes Or Bolts.
No Obstruction To Text Or Symbols From Holes Or Bolts.
2’-6"
0’-9"
0’-9"
4"
levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
3"D
levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
1"
1"
3"
4.4"
4.6"
2’
-6"
2"D
0.2"
0.2"
0.2"
2.6"
3"
2"D
08
2"
0.2"
0.2"
2"D
2.6"
4"
4.6"
0.2"
1"
4.4"
FTP-68A-06
FTP-68B-06
9" X 1’-3"
9" X 1’-6"
1.5" Radii
DETAIL for FTP-66 AND FTP-67
3
4"
See Standard Highway
Border
1.5" Radii
Signs Manual, Sign
Series B Legend
White Background
Spacing And Symbol Sizes.
Black Legend and Border
2.65"
1"
24.7"
2.65"
FTP-69-06
2’-6" X 2’-6"
3
4"
See Standard Highway
Border
Signs Manual, Sign
Series B Legend
R10-3b For Letter Size
R10-3b For Letter Size
White Background
Spacing And Symbol Sizes.
Black Legend and Border
4" Radii
3
4"
Border
2" and 3" Series D Legend
White Background
Black Legend and Border
3’-6"
5’-6"
14.8"
5"C
5"
6"C
6"
8"D
3"
5"C
6"C
8"C
3"
3"
6"
2’
-6"
2’
-6"
12.3"
8"C
3"
sm 970re
3
’0
"
3.5"
4
’0
"
C:
\d\projects\standards\roadway\17300-s\17355-08.
dgn
2"D
6"
1’
-6"
1’
-3"
2.6"
3"
4"
6"C
8"D
7"C
8"C
4:
06:
00 PM
12.3"
2.25" Radii
3
4"
32.3"
Border
14.8"
4.85"
4.85"
FTP-70-06
3’-6" X 2’-6"
FTP-71-06
13.5"
4’ X 4’
2" Radii
3
4"
8" Series C Legend
Blue Background
Yellow Background
White Legend and Border
LAST
REVISION
01/01/10
21.7"
13.5"
7.2"
7.2"
51.6"
Border
5" Series C and 7" Series C Legend
REVISIO N
6/24/2013
5"
3.5"
18.3"
29"
18.3"
Black Legend and Border
FTP-72-06
6" Series C Legend
FTP-73-06
3’ X 3’
Yellow Background
5’-6" X 2’-6"
2" Radii
3
4"
Border
Black Legend and Border
4" Radii
DESCRIPTION:
8" Series D Legend
Blue Background
Border
White Legend and Border
INDEX
FDOT 2014
DESIGN STANDARDS
3
4"
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
8 of 12
5’-6"
5’-6"
3’-0"
5’-6"
3"
1’
-3"
8"D
2’
-6"
6"
6"D
1’
-3"
2"
5"
8"D
15"
5"
3"
6"D
59.2"
3.4"
51.6"
7.2"
3.4"
3’
-0"
6"
7.2"
2"
4"C
5"
2"
4"C
6.65"
52.7"
6"
6.65"
4.9"
26.2"
4.9"
FTP-75-06
FTP-76-06
FTP-77-06
5’-6" X 1’-3"
5’-6" X 1’-3"
3’ X 3’
1" Radii
1" Radii
5" Radii
6" Series D Legend
6" Series D Legend
8" Series D Legend
4" Series C Legend
Blue Background
Blue Background
Blue Background
White Background with Blue Circle Background
White Legend and Border
White Legend
White Legend
White Legend and Black Border
FTP-74-06
5’-6" X 2’-6"
4" Radii
3
4"
Border
2’-0"
3
4"
Border
3’-0"
4’-0"
3"
3"
6"D
3"
2’-0"
2"
6"D
4"D
3"
0.8"
28"
25"
3"
0.8"
10"D
35.2"
2’
-6"
4’
-0"
5’
-0"
2’
-0"
2"
2"
0.5"
16"
9"
12"D
2"D
47.2"
21.5"
6"D
2"
4"
FTP-78-06
4.1"
2’ X 2’
3" Radii
3
4"
15.8"
20"
4.1"
Border
13"
FTP-79-06
FTP-80-06
4’ X 5’
3’ X 4’
6" Radii
3
4"
Border
8"
FTP-81-06
2’ X 2’-6"
5" Radii
3
4"
3" Radii 34" Border
Border
2" Series D Legend
6" and 12" Series D Legend
6"and 10" Series D Legend
4" and 6" Series D Legend
White Background with Blue Circle Background
Top Yellow Background with Black Legend and Black Border
Top Yellow Background with Black Legend and Black Border
Top Yellow Background with Black Legend and Black Border
White Legend and Black Border
Bottom White Background with Black Legend and Border
Bottom White Background with Black Legend and Border
Bottom White Background with Black Legend and Border
2’-0"
10’-0"
A
B
ARROW HEAD
3.125
B
3.625
C
6.375
9.8"
C
E
A
20.5"
3’
-0"
D
.5
E
.625
5"D
10"E
D
C
B
4"
G
B
E
8"
5’
-0"
A
13.2"
3
’0
"
3.5"
sm 970re
C:
\d\projects\standards\roadway\17300-s\17355-09.
dgn
2"D
5"D
4"
22.4"
5"D
F
D
C
4:
06:
03 PM
9.8"
5"D
11.95"
FTP-82-08
5" Series D Legend
White Background
REVISIO N
07/01/13
3.5"
3.5"
Black Legend and Border
LAST
11.95"
13.4"
22.5"
13.4"
3.5"
1.5" Radii
REVISION
96.1"
ARROW BODY
2’ X 3’
6/24/2013
13.2"
3.5"
17"
A
B
C
6.25
3.125
3.125
D
3.125
E
F
G
5
9.25
20.5
FTP-83-08
10" Series E Legend
FTP-84-09
5" Series D Legend
10’-0" X 5’-0"
Green Background
3’ X 3’
Yellow Background
8" Radii
White Legend
1.5" Radii
Black Legend
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
9 of 12
2’-6"
3.75"
3.5" C
YIELD ON
3.5" C
FLASHING
3.5" C
3’
-0"
LEFT TURN
2.75"
2.75"
2.75"
YELLOW
3.5" C
ARROW
3.5" C
2.75"
3.75"
FTP-85-13
23.18"
3’ X 2’-6"
1.875" Radii
3
4"
Border
3.5" Series C Legend
White Background
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
4:
06:
04 PM
sm 970re
C:
\d\projects\standards\roadway\17300-s\17355-10.
dgn
Black Legend and Border
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
10 of 12
4
’0
"
4
’0
"
6"C
5"
5"
6"C
6"C
5"
5"
6"C
6"C
18.65"
18.65"
18.35"
18.2"
MOT-1-06
6" Series C Legend
MOT-2-06
4’ X 4’
Orange Background
4’ X 4’
Black Legend and Border
2" Radii
Border
3
4"
19.15"
Border
4’ X 4’
Black Arrows and Border
2" Radii
5
’0
"
3
4"
4
’0
"
2" Radii
MOT-3-06
Orange Background
28.6"
MOT-4-06
3
4"
Orange Background
Black Arrows and Border
Border
27.6"
6" Series C Legend
4’ X 4’
2" Radii
18.35"
Orange Background
3
4"
Black Legend and Border
Border
22.4"
22.4"
5
’0
"
28.9"
18.65"
6"C
5
’0
"
18.2"
18.65"
6"D
6"D
6"D
4.5"
4.5"
4.5"
4.5"
6"D
6"D
6"C
6"D
4.5"
4.5"
4.5"
4.5"
6"D
6"D
6"D
4.5"
4.5"
6"D
6"D
6"C
27.6"
19.15"
17.3"
30.7"
22.4"
22.4"
23.1"
17.3"
36.1"
23.1"
24.8"
32.6"
22.6"
24.8"
MOT-5-06
6" Series C Legend
MOT-6-06
6" Series D Legend
MOT-7-06
6" Series D Legend
MOT-8-06
4’ X 4’
Orange Background
5’ X 5’
Orange Background
5’ X 5’
Orange Background
5’ X 5’
Black Legend and Border
2" Radii
Black Legend and Border
2" Radii
Black Legend and Border
2" Radii
2" Radii
3
4"
Border
3
4"
Border
3
4"
Border
4
’0
"
23.1"
37.1"
22.6"
6" Series D Legend
Orange Background
3
4"
Black Legend and Border
Border
3’-0"
5
’0
"
C:
\d\projects\standards\roadway\17300-s\17355-11.
dgn
6"C
2’-0"
17.65"
2"
levels:GSCOLORFILL|GSBWFILL|GSOUTLINE
3"
4"
6"
6"C
4"
6"D
1‰"
2’
-0"
sm 970re
6"D
6"B
6"
4"
6"D
3.35"
6"B
6"C
6"D
‰"
2"B
2"
5.3"
2"B
6"C
6"
4:
06:
06 PM
23.1"
17.65"
4.7"
25.8"
30.7"
25.8"
14.65"
36"
26.6"
3"
4.7"
6" Series D Legend
MOT-10-06
6" Series C Legend
MOT-11-06
6" Series B Legend
MOT-12-06
5’ X 5’
Orange Background
4’ X 4’
Orange Background
3’ X 2’
Blue Background
2’ X 1’
Black Legend and Border
2" Radii
Black Legend and Border
2" Radii
White Legend and Border
2" Radii
2" Radii
3
4"
LAST
REVISION
07/01/12
Border
3
4"
Border
18"
3"
14.65"
MOT-9-06
REVISIO N
6/24/2013
3.35"
3"
2"
3
4"
Border
DESCRIPTION:
Border
Black Legend and Border
INDEX
FDOT 2014
DESIGN STANDARDS
2" Series B Legend
White Background
3
4"
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
11of 12
4’-6"
4’-6"
5.25"
4"
6"C
3.8"
4
’0
"
6’-0"
19.65"
SLOW DOWN
4"C
4.5"
6"D
4"C
4"
3’
-0"
4’
-0"
6"C
2’
-6"
3.7"
4"
6"C
4.5"
5"(1)
MY DADDY
WORKS HERE
6"D
4"
4"
4"C
6"D
4.5"
4"
5"(1)
3.7"
5"(1)
6"C
3.8"
4"C
19.65"
5.25"
4.9"
4"
8.2"
55.6"
37.1"
12.8"
8.45"
39.7"
12.8"
MOT-13-06 Freeway Sign
6" Series C Legend
MOT-14-06 Arterial Sign
4" Series C Legend
MOT-15-06
6" Series D Legend
MOT-16-06
6’ X 4’
White Background
4’-6" X 3’
White Background
4’ X 4’
Orange Background
4’-6" X 2’-6"
Black Legend and Border
5" Radii
Black Legend and Border
2" Radii
Black Legend and Border
4" Radii
3
4"
Border
4.9"
8.2"
8.45"
6" Radii
44.2"
3
4"
Border
3
4"
Border
4’-6"
3
4"
5" Kids Series Legend
Orange Background
Border
Black Legend and Border
2’
3.8"
19.2"
4
’0
"
5"(1)
5"
3.7"
6"D
4"C
5"(1)
4.5"
3.7"
4.9"
44.2"
6"D
4.5"
5"(1)
4"C
4"
6"D
4"C
3.8"
5"
19.2"
4.9"
17.6"
30.2"
17.6"
1.35"
MOT-17-06
5" Kids Series Legend
MOT-18-10
6" Series D Legend
MOT-19-11
4’-6" X 2’-6"
Orange Background
4’ X 4’
Orange Background
2’ X 3’
Black Legend and Border
2" Radii
Black Legend and Border
1.13" Radii
4" Radii
3
4"
Border
3
4"
Border
21.3"
1.35"
4" Series C Legend
White Background
3
4"
Border
Red Legend and Border
LAST
REVISION
01/01/12
REVISIO N
6/24/2013
4:
06:
08 PM
sm 970re
C:
\d\projects\standards\roadway\17300-s\17355-12.
dgn
WORKS HERE
4"
2’
-6"
2’
-6"
SLOW DOWN
MY MOMMY
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPECIAL SIGN DETAILS
NO.
17355
SHEET
NO.
12 of 12
Notes:
1.
Bottom edge of signs shall be approximately at the
same elevation.
Type C
Type B
Type D
2.
Type B & C attachments with one hanger shall have
1
2’.
wind beams for signs wider than 3
The beams
shall extend to within 6" of the sign edge.
Span Wire Clamp
Type A
Catenary Wire
3.
Type B & C attachments for signs 4’ and wider
shall have 2 hangers. Signs 7’ and wider shall have
wind beams that extend to within 6" of the sign edge.
1
2’
4.
Type D attachments shall be for signs 3
5.
Sign panels shall meet the requirements of Index 11200.
6.
Refer to section 634 of the Standard Specifications
Adjustable
wide or less.
For Road And Bridge Construction.
Hanger
7.
Messenger Wire
All bolts, nuts, and washers shall be passivated
stainless steel, AISI 300 series, commercial grade,
type 316.
TYPICAL INSTALLATIONS FOR SIGN PANEL(S)
MOUNTED ON SPAN WIRE
1
4"
Sign Face
Stainless steel round head bolts with
nuts and lock washers. Bolts shall be spaced
Adjustable Hanger
on 12" centers max.
3
8"
Stainless steel bolts
with nuts and lock washers.
Catenary Wire
Aluminum Zee 1.75 x 1.75 x 1.08
Catenary Wire
Messenger Wire
Wire Rope Clamp
C:
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dgn
Aluminum Zee 1.75 x 1.75 x 1.08
SIGN MOUNTING DETAIL
Wire Rope Clamp
Sign Face ( No. 2 )
Sign Face ( No. 1 )
In Order To Ease Installation, Sign
1
4"
Face No. 2 Should Be Installed
19’ M ax. Clearance
17’
-6" M in. Clearance
Shurlock Serrations
Messenger Wire
Aluminum Zee 1.75 x 1.75 x 1.08
sm 970re
Stainless steel bolts with
nuts and lock washers.
After Mounting To Span Wire.
Wire Rope Clamp
See Index 17727 sheet 1
for pole attachment.
1
4"
Stainless steel round head bolts with
10" Min.
nuts and lock washers. Bolts shall be spaced
on 12" centers max.
The overlapped connection of adjustable hangers shall use a
minimum of 2 bolts with a minimum spaceing between bolts of 2".
ADJUSTABLE HANGER
FOR SIGN MOUNTING
4:
06:
10 PM
DETAIL OF OPPOSING
SIGNS SPAN WIRE MOUNTED
6/24/2013
TYPICAL SPAN WIRE INSTALLATION
LAST
REVISION
07/01/09
REVISIO N
TWO POINT ATTACHMENT
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
SPAN WIRE MOUNTED SIGN DETAILS
NO.
17356
SHEET
NO.
1of 1
Restricted Bridge
Road
Main Road
Cross
R12-5
R12-5
FTP-50-04
FTP-51-04
W16-3a
1320’ Max.
R12-5
300’
800’ Min.
2
1
3
4
See Note No. 2.
SIGN LOCATIONS TYPICAL
1
C:
\d\projects\standards\roadway\17300-s\17357-01.
dgn
WEIGHT LIMIT
RESTRICTION AHEAD
FTP-50-06
2
3
WEIGHT
LIMIT
WEIGHT
LIMIT
8T
12T
4
R12-5 (24" X 36")
16T
X MILES
8T
12T
WEIGHT
LIMIT
R12-5 (24" X 36")
16T
8T
12T
R12-5 (24" X 36")
16T
WEIGHT
LIMIT
LAST EXIT
W 16-3A
4:
06:
11 PM
sm 970re
FTP-51-06
1.
See Standard Highway Signs for sign R12-5 and W16-3 details.
2.
Location of Sign No. 3 may require some field adjustment.
3.
The Cross Road is the last detour to route around the restricted bridge.
4.
Location of Sign No. 2 should be established from the Cross Road
the following approximate distances; Interstate-1 Mile Non- Interstate-1/2 Mile.
See Index 17355 for sign details.
LAST
REVISION
01/01/12
REVISIO N
6/24/2013
5.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
BRIDGE WEIGHT RESTRICTIONS
NO.
17357
SHEET
NO.
1of 1
1570’
NARROW
Type 2 Object Markers (YELLOW)
W5-2
Installed Behind Guardrail.
36" X 36"
BRIDGE
70’
4 Spaces @ 50’
OM3L
12" X 36"
Insert B
00
W13-1 (Optional)
M.
P
.
H.
24" X 24"
Black on Yellow
Begin
Bridge
Approach
6" Yellow
Slab
6" Skip White
OM3R
Insert A
W5-2
NARROW
BRIDGE
12" X 36"
For Paved Shoulders
36" X 36"
Black on Yellow
6" White
18" White @ 45
Every 50’ For 1570’
White on Right and
Type 2 Object Markers (WHITE)
Yellow on Left.
00
Installed Behind Guardrail.
70’
W13-1 (Optional)
24" X 24"
4 Spaces @ 50’
M.
P
.
H.
C:
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dgn
One-Way Traffic
1570’
See Note 2 Minimum of Three
OM3L
Type 2 Object Markers (Yellow)
12" X 36"
Black on Yellow
Begin
6" Solid White
Bridge
6" Solid Yellow
6" Skip Yellow
6" Double Yellow
6" Skip Yellow
Approach
Slab
6" Solid White
6" Solid Yellow
OM3R
For Paved Shoulders
12" X 36"
Insert A
Black on Yellow
18" White @ 45
sm 970re
Every 50’ For 1570’
Type 2 Object Markers (WHITE)
W5-2
NARROW
Installed Behind Guardrail.
36" X 36"
70’
BRIDGE
4:
06:
13 PM
4 Spaces @ 50’
00
M.
P
.
H.
W13-1 (Optional)
24" X 24"
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
2-Way Traffic
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
RURAL NARROW BRIDGE TREATMENT
NO.
17359
SHEET
NO.
1of 2
Di
r
e
c
t
i
o
no
f Tr
a
v
e
l
INSERT B
MEDIAN SHOULDER
6" White Audible and
Vibratory Edge Line
Shoulder Point
4 White Reflective
Markers Evenly Spaced
4" off 18" White Chevron
4"
Edge of Shoulder Paved
6"
Spacing
"
6
Edge of Travel Way
Edge of Shoulder Paved
18" White
W idth
Edge of Travel Way
Varies
W idth
Spacing
Varies
18" Yellow
4"
Shoulder Point
4 Yellow Reflective
Markers Evenly Spaced
4" off 18" Yellow Chevron
Vibratory Edge Line
Direction of Travel
INSERT A
OUTSIDE SHOULDER
C:
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dgn
6" Yellow Audible and
Shoulder Width
No. of RPM’s
Spacing
2’
2
14"
3’
3
13"
4’
3
19"
5’
4
16.67"
NOTES:
1.
Roadways with Two-Way Traffic:
No passing zone should be extended 1570’ in advance of narrow bridge.
2.
If the bridge or the approach is on a curve, delineators shall be installed
for a distance of 1570’ in advance of narrow bridge on the outside
portion of the roadway. Spacing shall be 100’ between delineators.
Delineators are to be placed not less than 2’ or not more than 8’ outside
the outer edge of pavement.
sm 970re
3. Object markers and delineators on both sides of roadway shall face traffic
approaching bridge
4. The OM-3R & OM-3L object markers shall be installed 4’ above the roadway
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
4:
06:
15 PM
edge. The panels may be post mounted at the bridges.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
RURAL NARROW BRIDGE TREATMENT
NO.
17359
SHEET
NO.
2 of 2