TSP-32
SIGN SIZE SQUARE FT.
30" X 48"
30" X 60"
30" X 72"
30" X 84"
30" X 96"
30" X 108"
30" X 120"
10.0
12.5
15.0
17.5
20.0
22.5
25.0
24" X 48"
24" X 60"
24" X 72"
24" X 84"
24" X 96"
24" X 108"
24" X 120"
8.0
10.0
12.0
14.0
16.0
18.0
20.0
6.4" 71.2" 6.4"
7'-0"
8"
8"EM
8"
8"
8"EM
8"
STREET NAME SIGN DETAILTYPICAL INTERNALLY ILLUMINATED
2'-0"
8"
4"EM
12"
SIGN FACE DIMENSIONS
ILLUMINATED STREET NAME
APPROVED INTERNALLY
BY TRANSPORTATION CONTROL SYSTEMS, INC. OR APPROVED EQUIVALENT.
12. INTERNALLY ILLUMINATED STREET NAME SIGN SHALL BE MANUFACTURED
DOWN DOOR SIGN FACE.
11. INTERNAL ACCESS TO SIGN ASSEMBLY SHALL BE PROVIDED BY A SWING
REFLECTIVE FILM.
REFLECTIVE FILM. THE BACKGROUND SHALL BE ENGINEERED GRADE
BORDER. THE LEGEND, AND BORDER SHALL BE DIAMOND GRADE
USING A WHITE MESSAGE ON A GREEN BACKGROUND WITH A 1 INCH WHITE
10. INTERNALLY ILLUMINATED STREET NAME SIGNAGE SHALL BE DESIGNED
APPROVED EQUIVALENT.
9. SIGN BRACKET SHALL BE MANUFACTURED BY PELCO PRODUCTS INC., OR
A WIDTH EQUAL TO OR GREATER THAN 48 INCHES.
8. TWO BRACKETS SHALL BE FURNISHED FOR EACH STREET NAME SIGN WITH
FOR TERMINATION OF SIGNAL CABLE IN THE SIGN ASSEMBLY.
7. INTERNALLY ILLUMINATED SIGNS SHALL INCLUDE TERMINAL COMPARTMENT
6. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL.
DOUBLE SIDED (2-WAY).
5. SWING MOUNT INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE
MOUNTED AT SPAN WIRE SIGNALIZED INTERSECTIONS.
4. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE CANTILEVER
TO A MAXIMUM OF 10 FEET.
ILLUMINATED STREET NAME SIGN WIDTH SHALL BE IN 1 FOOT INCREMENTS
FOR A SINGLE STREET NAME AND 30" FOR A DOUBLE STREET NAME. INTERNALLY
3. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL SHALL BE 24" HEIGHT
THE STREET TYPE SHALL BE HALF HEIGHT, RAISED.
8-INCH UPPER CASE WITH 6-INCH LOWER CASE, TYPE E FONT
8-INCH UPPER CASE WITH 6-INCH LOWER CASE, TYPE EM FONT
10-INCH UPPER CASE WITH 8-INCH LOWER CASE, TYPE E FONT
10-INCH UPPER CASE WITH 8-INCH LOWER CASE, TYPE EM FONT
PREFERENCE:
2. UTILIZE THE FOLLOWING TEXT ATTRIBUTES IN DESCENDING ORDER OF
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
SECTION 700 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD
1. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE L.E.D. MEETING
CONSTRUCTION NOTES:
DETAILSILLUMINATED STREET NAME SIGN
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
NO.
SHEET
COLLIER COUNTY
GROWTH MANAGEMENT DIVISIONFax: (239) 252-5868
Phone: (239) 252-8260
Naples, Florida 34104
2885 South Horseshoe Drive
Collier County Traffic Operations
NOT TO SCALE
SIGN SIZE DIM. "A"SQUARE FT.
12"
15"
18"
21"
24"
27"
30"
"A"
C/L
"B"
NUTS & LOCK WASHERS.
STAINLESS STEEL "U" BOLTS
STREET NAME SIGN.
STAINLESS STEEL CABLES
MAST ARM
"A"
"A"
"A"
"B"
DIM. "B"
12"
15"
18"
21"
24"
27"
30"
30" X 48"
30" X 60"
30" X 72"
30" X 84"
30" X 96"
30" X 108"
30" X 120"
24"
24"
24"
24"
24"
24"
24"
10.0
12.5
15.0
17.5
20.0
22.5
25.0
TSP-33
24" X 48"
24" X 60"
24" X 72"
24" X 84"
24" X 96"
24" X 108"
24" X 120"
8.0
10.0
12.0
14.0
16.0
18.0
20.0
18"
18"
18"
18"
18"
18"
18"
STREET NAME SIGN DETAIL
TYPICAL MAST ARM RIGID MOUNT
APPROVED EQUIVALENT.PELCO PRODUCTS INC. OR
MAST ARM DETAILSILLUMINATED STREET NAME SIGN
PELCO PRODUCTS INC. OR APPROVED EQUIVALENT.
3. SIGN BRACKET SHALL BE MANUFACTURED BY
GREATER THAN 48 INCHES.
STREET NAME SIGN WITH A WIDTH EQUAL TO OR
2. TWO BRACKETS SHALL BE FURNISHED FOR EACH
STEEL.
1. ALL MOUNTING HARDWARE SHALL BE STAINLESS
CONSTRUCTION NOTES:
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
NO.
SHEET
COLLIER COUNTY
GROWTH MANAGEMENT DIVISIONFax: (239) 252-5868
Phone: (239) 252-8260
Naples, Florida 34104
2885 South Horseshoe Drive
Collier County Traffic Operations
C/L
"A"
STAINLESS STEEL CABLES
"A"
"A"
"A"
NUTS, & LOCK WASHERS.
STAINLESS STEEL BOLTS,
NOT TO SCALE
OR EQUIVALENT.
PELCO PRODUCTS INC.
SIGN.STREET NAME
TSP-34
MAST ARM
SIGN SIZE DIM. "A"SQUARE FT.
12"
15"
18"
21"
24"
27"
30"
12"
15"
18"
21"
24"
27"
30"
30" X 48"
30" X 60"
30" X 72"
30" X 84"
30" X 96"
30" X 108"
30" X 120"
10.0
12.5
15.0
17.5
20.0
22.5
25.0
24" X 48"
24" X 60"
24" X 72"
24" X 84"
24" X 96"
24" X 108"
24" X 120"
8.0
10.0
12.0
14.0
16.0
18.0
20.0
STREET NAME SIGN DETAIL
TYPICAL MAST ARM SWING MOUNT
MAST ARM DETAILSILLUMINATED STREET NAME SIGN
PELCO PRODUCTS INC. OR APPROVED EQUIVALENT.
3. SIGN BRACKET SHALL BE MANUFACTURED BY
GREATER THAN 48 INCHES.
STREET NAME SIGN WITH A WIDTH EQUAL TO OR
2. TWO BRACKETS SHALL BE FURNISHED FOR EACH
STEEL.
1. ALL MOUNTING HARDWARE SHALL BE STAINLESS
CONSTRUCTION NOTES:
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
NO.
SHEET
COLLIER COUNTY
GROWTH MANAGEMENT DIVISIONFax: (239) 252-5868
Phone: (239) 252-8260
Naples, Florida 34104
2885 South Horseshoe Drive
Collier County Traffic Operations
TSP-35
"4
11
3"
Typ.
Nut and Flat Washer, Typ.
½"ø Bolt w/ Heavy Hex
1" Typ.
135°
Varies (30"
Max.)
Typ.
5½"
Varies (10'-8½" Max.)
PLAN VIEW
PLAN VIEW
ROUND STEEL POLE
CONCRETE STRAIN POLE
"4
39
"2
15
"4
14
"4
32
"2
11
"2
11
ELEVATION VIEW
CONCRETE STRAIN POLE
Round Steel Pole Similar
1"
5/16
5/16
3"
"4
11
"2
11
Typ.
Typ.
Typ.
Varies (30" Max.)
"213
½" Typ.
"2
13
Plate (Typ.)
Ƅ" Thick Steel
Typ.
Typ.
Typ.
"4
39
"2
18
"2
15
"4
14
and Flat Washer, Typ.
½"ø Bolt with Double Hex Nutƃ" Neoprene, Typ.
Pole Cap
Plate (Typ.)
Ƅ" Thick Steel
Field Drill Ǝ"ø Hole in 5"ø Pipe
and Flat Washer, Typ.
Ɔ"ø Bolt with Double Hex Nut
Round HSS 4.500x0.375
Round HSS 5.00x0.375
Round HSS 5.563x0.258
Pole Cap
¡ Arm
¡ Arm
¡ Arm
1"ø Hole
ƃ" Neoprene, Typ.
R=1¼" Max.
R=1¼" Max.
"4
11
CANTILEVER 1-WAY DETAILSILLUMINATED STREET NAME SIGN
12. Cantilever shall be manufatured by Highway Systems, Inc. or approved equivalent.
11. Cantilever shall be painted the same color as the mast arm, monotube, or steel strain poles.
10. Field Welding shall not be permitted.
not required.
(Steel), ANSI/AWS D1.1 (current edition). Required weld material is E70XX. Nondestructive testing is
9. WELDING: All Welding shall be in accordance with American Welding Society Structural Welding Code
8. The Complete Sign Bracket Arm Assembly shall be hot-dipped Galvanized in accordance with ASTM A123.
with ASTM B633.
7. All Bolts shall be High Strength A325 Bolts and shall receive Electrodeposited Coating in accordance
Tubing shall conform to ASTM A53 Grade B. All bracket plates shall be hot bent.
6. All Structural Steel except for Structural Tubing shall conform to ASTM A572 Grade 50. Structural
signed and sealed by a Professional Engineer Registered in the State of Florida.
5. If an alternate design is proposed the Contractor shall submit design calculations and shop drawings
Highway Signs, Luminaries and Traffic Signals.
the FDOT Plans Preparation Manual and AASHTO Standard Specifications for Structural Supports for
Collier County. The Contractor's alternative shall be designed in accordance with the latest edition of
4. The Contractor may propose an alternative Sign Bracket Arm design at no additional cost to the
Horizontal Shear = 1696 LBS Vertical Shear = 319 LBS
Horizontal Moment = 9329 FT LBS Vertical Moment = 2753 FT LBS
Design Loads from the center of the vertical pipe are as follows:
3. DESIGN WIND SPEED = 150 MPH
2. Work this sheet with Sign Bracket Arm - Sign Panel Details sheet for additional installation details.
and mounting angle before manufacturing Sign Bracket Arm.
1. The Contractor shall verify the pole and dimensions required for installation of the Sign Bracket Arm
NOTES:
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
NO.
SHEET
COLLIER COUNTY
GROWTH MANAGEMENT DIVISIONFax: (239) 252-5868
Phone: (239) 252-8260
Naples, Florida 34104
2885 South Horseshoe Drive
Collier County Traffic Operations
TSP-36
"411
3"
Typ.
Typ.
ƃ" Neoprene, Typ.
Nut and Flat Washer, Typ.
½"ø Bolt w/ Heavy Hex 1" Typ.
135°
Varies (30"
Max.)
Typ.
5½"
90°
½" Min.
1½" M
ax.
3½"
"41
1
Pole Cap
Varies (10'-8½" Max.)
PLAN VIEW
PLAN VIEW
ROUND STEEL POLE
CONCRETE STRAIN POLE
"4
39
"2
15
"4
14
"411
"4
32
"2
11
"2
11
Plate (Typ.)
Ƅ" Thick Steel
Field Drill Ǝ"ø Hole in 5"ø Pipe
and Flat Washer, Typ.
Ɔ"ø Bolt with Double Hex Nut
Round HSS 4.500x0.375
Round HSS 5.00x0.375
Round HSS 5.563x0.375
Pole Cap
¡ Arm
¡ Arm
¡ Arm
¡ Arm
¡ Arm
1"ø Hole
ELEVATION VIEW
CONCRETE STRAIN POLE
Round Steel Pole Similar
1"
5/16
5/16
3"
"4
11
"2
11
Typ.
Typ.
Typ.
45°
ƃ" Neoprene, Typ.
R=1¼" Max.
R=1¼" Max.
Varies (30" Max.)
"213
½"
Typ.
"213
Typ.
Typ.
Plate (Typ.)
Ƅ" Thick Steel
and Flat Washer, Typ.
½"ø Bolt with Double Hex Nut
"4
39
"2
18
"2
15
"4
14
"411
CANTILEVER 2-WAY DETAILSILLUMINATED STREET NAME SIGN
12. Cantilever shall be manufatured by Highway Systems, Inc. or approved equivalent.
11. Cantilever shall be painted the same color as the mast arm, monotube, or steel strain poles.
10. Field Welding shall not be permitted.
not required.
(Steel), ANSI/AWS D1.1 (current edition). Required weld material is E70XX. Nondestructive testing is
9. WELDING: All Welding shall be in accordance with American Welding Society Structural Welding Code
8. The Complete Sign Bracket Arm Assembly shall be hot-dipped Galvanized in accordance with ASTM A123.
with ASTM B633.
7. All Bolts shall be High Strength A325 Bolts and shall receive Electrodeposited Coating in accordance
Tubing shall conform to ASTM A53 Grade B. All bracket plates shall be hot bent.
6. All Structural Steel except for Structural Tubing shall conform to ASTM A572 Grade 50. Structural
signed and sealed by a Professional Engineer Registered in the State of Florida.
4. If an alternate design is proposed the Contractor shall submit design calculations and shop drawings
Highway Signs, Luminaries and Traffic Signals.
the FDOT Plans Preparation Manual and AASHTO Standard Specifications for Structural Supports for
Collier County. The Contractor's alternative shall be designed in accordance with the latest edition of
4. The Contractor may propose an alternative Sign Bracket Arm design at no additional cost to the
Horizontal Shear = 1696 LBS Vertical Shear = 319 LBS
Horizontal Moment = 9329 FT LBS Vertical Moment = 2753 FT LBS
Design Loads from the center of the vertical pipe are as follows:
3. DESIGN WIND SPEED = 150 MPH
2. Work this sheet with Sign Bracket Arm - Sign Panel Details sheet for additional installation details.
and mounting angle before manufacturing Sign Bracket Arm.
1. The Contractor shall verify the pole and dimensions required for installation of the Sign Bracket Arm
NOTES:
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
NO.
SHEET
COLLIER COUNTY
GROWTH MANAGEMENT DIVISIONFax: (239) 252-5868
Phone: (239) 252-8260
Naples, Florida 34104
2885 South Horseshoe Drive
Collier County Traffic Operations
TSP-37INSTALLATION DETAILS
ILLUMINATED STREET NAME SIGN
swinging sign.
shall allow for free
Hanging Hardware
the pole cap.
shall be aligned with
Edge of Sign Panel
6"
Max.
6" Min.
level after installation.
Sign Panel shall beSign Panel adjacent to the pole.
be located on the edge of the
Power service attachment shall
For Internally Illuminated Signs
25% Sign
Panel Width
12" Min.50% Sign Panel Width
PLAN VIEW
90°
Concrete Strain Pole Shown - Round Steel Pole Similar
ELEVATION VIEW
Limits of Arm Placement
Typical for each Arm
Concrete Strain Pole Shown - Round Steel Pole Similar
Hanging Hardware
¡ Arm
45°
Max.
45°
Max.
Concrete Pole
Concrete Pole
Sign Bracket Arm Assembly
Sign Bracket Arm Assembly
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
NO.
SHEET
COLLIER COUNTY
GROWTH MANAGEMENT DIVISIONFax: (239) 252-5868
Phone: (239) 252-8260
Naples, Florida 34104
2885 South Horseshoe Drive
Collier County Traffic Operations