ILLUMINATED STREET NAME SIGN - Collier County, FL | Home

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:


REVISIONS

NO.

SHEET

COLLIER COUNTY


Phone: (239) 252-8260




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:


REVISIONS

NO.

SHEET

COLLIER COUNTY


Phone: (239) 252-8260




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


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


Ɔ"ø Bolt with Double Hex Nut

Round HSS 4.500x0.375



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:


REVISIONS

NO.

SHEET

COLLIER COUNTY


Phone: (239) 252-8260




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


"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


Ɔ"ø Bolt with Double Hex Nut




Pole Cap

¡ Arm

¡ Arm

¡ Arm

¡ Arm

¡ Arm

1"ø Hole

ELEVATION VIEW


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


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:


REVISIONS

NO.

SHEET

COLLIER COUNTY


Phone: (239) 252-8260




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


REVISIONS

NO.

SHEET

COLLIER COUNTY


Phone: (239) 252-8260




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ILLUMINATED STREET NAME SIGN - Collier County, FL | Home