ITEM 630 TRAFFIC SIGNS AND SIGN
SUPPORTS
630.01 Description
630.02 Materials
630.03 Certified Drawings
630.04 Sign Fabrication
630.05 Foundations
630.06 Sign Supports
630.07 Sign Erection
630.08 Sign Shipment and Storage
630.09 Specific Service and Tourist-Oriented Directional Signs
630.10 Covering of Signs
630.11 Barrier Wall Assembly for Sign Supports
630.12 Removal and Storage, Reerection, or Disposal of Signs and Supports
630.13 Inspection
630.14 Method of Measurement
630.15 Basis of Payment
630.01 Description. This work consists of furnishing and installing traffic signs, sign supports, and foundations complete and ready for service. This work also includes necessary excavation and backfill, disposal of discarded materials, and restoration of disturbed facilities and surfaces to a condition equal to that existing before this work started.
630.02 Materials. The acceptance of materials and products is based on Certified Test Data, furnished in triplicate, or on test results of samples according to 106.02, as required by the Laboratory.
Transfer manufacturers’ guarantees or warranties on all traffic sign material to the Department or other maintaining agency upon completion and acceptance of the project.
Furnish materials conforming to:
Concrete, Class C................................................. 499, 511
Steel:
.... Structural steel.................................................... 711.01
.... Reinforcing steel................................................. 509.02
.... U-channel posts................................................ 730.015
.... Square posts..................................................... 730.016
.... Tube and pipe..................................................... 730.01
.... Anchor bolts and nuts........................................ 730.02
.... Poles and arms.................................................... 730.03
.... Base and arm plates............................................ 730.04
.... Handhole covers................................................. 730.05
.... Pole caps............................................................. 730.06
.... Arm caps............................................................ 730.07
.... Hardware............................................................ 730.08
.... Stainless steel...................................................... 730.09
.... Stainless steel hardware...................................... 730.10
.... Messenger wire................................................... 732.18
Aluminum:
.... Sheet and plate.................................................... 730.11
.... Extrusions........................................................... 730.12
.... Tube and pipe..................................................... 730.13
.... Castings.............................................................. 730.14
.... Forgings.............................................................. 730.15
.... Welding rods....................................................... 730.16
.... Hardware............................................................ 730.17
Other materials:
.... Decals................................................................. 725.21
.... Reflective sheeting, Type F................................ 730.18
.... Reflective sheeting, Type G............................... 730.19
.... Reflective sheeting, Type H............................. 730.192
.... Reflective sheeting, Type J.............................. 730.193
.... Nonreflective sheeting ....................................... 730.20
.... Silk screen inks................................................... 730.22
.... Transparent electronic cuttable films ................ 730.23
630.03 Certified Drawings. Conform to 625.06 for certified drawing. Submit sign support certified drawings that cover all design types such as ground mounted, rigid overhead, span wire mounted, and overpass structure mounted supports. On the drawings, show overall height, sign clearance above foundation, span length, sign locations, sign overall heights and widths, and glare shield height and location, if applicable.
Submit sign design certified drawings that show the overall extrusheet size dimensions including glare shield, panel type and length, temporary overlay sign dimensions and location on the covered sign, the type and quantity of assembly and mounting hardware, and guide sign legend details. Furnish guide sign legend details that include sheeting type, copy type, character size and spacing, and reference or code numbers. Indicate the guide sign background and legend colors. For the sign layout, conform to standards maintained by the Department. It is not necessary to submit drawings of standard warning, regulatory, or route marker signs.
630.04 Sign Fabrication. Sign types include flat sheet, double faced, extrusheet, and temporary overlay. Flat sheet signs consist of one-piece units made of aluminum. Double faced signs consist of flat sheet aluminum or extruded aluminum blanks with legend on both sides. Extrusheet signs consist of a number of horizontal panels assembled to form a complete sign. Temporary overlay signs consist of an aluminum sheet covering portions or entire surfaces of extrusheet signs.
Prior to reflective sheeting application, clean aluminum sign surfaces either by total immersion in a tank containing an alkaline solution of the manufacturer’s specification or by steam cleaning with an alkaline solution of the manufacturer’s specification, followed by a thorough rinsing with running water. After cleaning, etch the surface with an acid solution, and dry. Do not allow cleaned and etched surfaces to become contaminated by contact with oil or grease.
Do not use reboundable or damage control sheeting for permanent signs. Use sign legends according to the OMUTCD and the FHWA Standard Alphabets for Highway Signs.
For flat sheet and ground mounted extrusheet signs, use Type G, H or J reflective sheeting for background and reflective legends. For overhead extrusheet signs, use Type G, H or J reflective sheeting for the background, and use Type H or J reflective sheeting for reflective legends, shields and symbols (including hazardous cargo plate, airport symbol, arrows and borders). Drill or punch bolt holes to finish size. Apply reflective sheeting to the surface according to the manufacturer’s recommendations, with no blisters, wrinkles, tears, or blemishes. For reflective legends, use reverse silk screen transparent ink, electronic cuttable film, or direct applied reflective sheeting copy. For nonreflective legends, use direct silk screen black ink or direct applied nonreflective black sheeting copy. For double faced mile marker signs, use flat sheet aluminum and apply reflective sheeting and legend to both sides. For double faced street name signs, use extruded aluminum blanks with a minimum thickness of 0.063 inch (1.6 mm) and thicker, stiffened edges, and apply reflective sheeting and legend to both sides.
Use fluorescent yellow green reflective sheeting for the following signs: SCHOOL (S4-3), School Crossing (S1-1), yellow portions of school speed limit (S5-H3, S5-H4, S5-H5), SCHOOL ENTRANCE (S3-H3), SCHOOL BUS STOP AHEAD (S3-1), SCHOOL BUS TURN AHEAD (S3-H2), Bicycle Crossing (W11-1), Pedestrian Crossing (W11-2), Handicap Crossing (W11-9), SAFETY ZONE (W11-H15), and Playground (W15-1). Fabricate supplemental signs [such as SHARE THE ROAD (W16-1), Advisory Speed Plate (W13-1), and Distance Plates (W16-2, W16-2a, W16-3, W16-3a)] from fluorescent yellow green sheeting when used with a sign above.
Extrusheet panels consist of flat sheet aluminum reinforced with aluminum extrusions attached by spot welding. Panels extruded in a single operation may be used in lieu of extrusheet panels. Do not use extruded panels and extrusheet panels in the same sign. Apply reflective sheeting to the panel surface according to the manufacturer’s recommendations, with no blisters, wrinkles, tears, or blemishes. Bolt together the minimum number of full length, sheeted panels to achieve the sign height, using aluminum bolts, washers, lock washers, and nuts. For reflective legends and route shields, use direct applied reflective sheeting. For nonreflective legends, use direct applied nonreflective black sheeting copy.
For temporary overlay signs, use 0.080-inch (2.0 mm) thick flat sheet aluminum, with a maximum panel size of 8 ´ 4 feet (2.4 ´ 1.2 m). Apply sheeting and legend as described above for extrusheet signs. Attach temporary overlays to extrusheet signs in the shop or field using aluminum blind rivets at a maximum spacing of 18 inches (0.5 m) on the peripheries of the temporary overlays and 24 inches (0.6 m) within the interior.
For lighted signs, cover glare shield and rectangular luminaire support tube with nonreflective sheeting matching the predominant sign color.
Furnish 4 ´ 2.5 inch (100 ´ 62 mm) sign identification stickers of Type F reflective sheeting as shown in Figure 1. For signs fabricated in English based sizes, use white stickers with red ink legend. For signs fabricated in hard metric based sizes, regardless of the sign message units contained on the sign face, use yellow stickers with red ink legend. Place the stickers on the back side of the sign in the lower right corner of rectangular signs, or in an equivalent location for other sign shapes, approximately 3 inches (75 mm) from side and bottom sign edges (for smaller signs, these dimensions may be reduced). Position the sticker so it can be read horizontally and is clearly visible, not near bolt holes or rivets, and not obstructed by the sign support when erected.
Silk screen the fabrication data onto the face of the sticker, and include the sheeting manufacturer identification code and year of fabrication. Alternatively, the numbers 0-1-2-3-4-5-6-7 and 05-06-07-08-09 may be silk screened onto the sticker with the correct sheeting manufacturer identification code and fabrication year punched out, respectively. At the time of sign erection, indicate the erection data by scratching out the appropriate month and year.
Sticker design: |
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PROPERTY OF THE STATE OF |
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UP TO $2500 FINE AND 5 YEARS IMPRISONMENT FOR DAMAGING OR REMOVING THIS SIGN OHIO REV. CODE SEC.
4511.17 |
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* ID No. |
**Year of Manufacture |
Alternate design: |
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PROPERTY OF THE STATE OF OHIO |
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UP TO $2500 FINE AND 5 YEARS IMPRISONMENT FOR DAMAGING OR REMOVING THIS SIGN OHIO REV. CODE SEC.
4511.17 |
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0 1 2
3 4 5 6 7 |
05 06 07
08 09 |
EREC 1 2
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630.05 Foundations. Locate sign support foundations so the plane of the sign surface is at a right angle to the roadway lanes served (except for signs not intended for this orientation). Install foundations in accordance with 632.14. Furnish and install a ground rod at each rigid overhead and span wire sign support foundation, in accordance with 625.16.
630.06 Sign Supports. Sign supports consist of ground mounted, rigid overhead, span wire, and overpass structure mounted types. Fabricate sign supports according to the applicable requirements of Item 513, and weld according to 513.21. The approval of fabricators according to 501.03 will not apply. Hot-dip galvanize steel structural members according to 711.02. Galvanize steel hardware according to 730.08.
Tighten threaded fasteners, except anchor bolt nuts, by the “turn of the nut” method according to 513.20.
Furnish anchor bolts with a leveling nut, plain washer, lock washer, and anchor nut conforming to 730.02. Use anchor nuts with a plain washer against the base plate upper surface and a lock washer under the nut.
Tighten anchor bolt nuts according to 513.20, except that under Table 513.20-3, use the “nut rotation from snug tight condition” from 1/12 to 1/6 turn instead of 1/3 turn.
Apply anaerobic adhesive complying with Federal Standard MIL S 46163, Type II, Grade N to anchor bolts and other threaded connections 1/2-inch (13 mm) diameter or larger, according to the manufacturer’s recommendations. Do not use anaerobic adhesive with torque-limiting nuts.
Submit alternate designs or materials for sign supports for acceptance at least 21 days in advance of a bid opening date. The Director will give notification of the acceptance or rejection of the alternate design to the bidder at least 7 days in advance of a bid opening date.
A. Ground Mounted Supports. Ground mounted supports consist of structural sections of the material and weights required. Drive the ground mounted supports into the earth or embed them in concrete, as specified. The support lengths shown on the plans are approximate. Determine the exact length of supports before fabrication.
1. Post Supports. Mark each driven post with a line of paint 6 inches (150 mm) above the specified driving depth. Drive posts to the specified depth without bending, distortion, or end mutilation. Do not splice posts. Do not place posts in drainage ditches. If unable to install the post at the specified location, relocate the post with the Engineer’s approval.
Install posts located in paved areas through a hole provided by sleeving or core drilling. After the post is in position, patch the hole with asphalt concrete or an approved asphalt material.
For groupings of flat sheet signs in multiple arrangements mounted on posts, provide sign backing assemblies.
For one-way and street name sign supports, use square posts for mounting signs at right angles to other signs on the post.
For temporary sign supports and their placement, conform to the OMUTCD.
2. Beam Supports. Furnish ground mounted beam supports from rolled steel sections. Furnish slip base connections when specified. Bolt the pieces of each beam together, and preload the assembly bolts before delivery to the project. Carefully handle assembled breakaway beams during transportation and erection. Upon erection, perform the final specified torquing on all threaded fasteners.
At least 4 weeks after erecting signs on breakaway beams, inspect the breakaway feature for evidence of shifting or loose fasteners. Re-torque all loose fasteners to specified values. Loosen and re-torque slip base plate fasteners even if no shifting or looseness is detected. However, if the base plate connection was made with torque limiting nuts, re-torque only if looseness is detected. Apply anaerobic adhesive to the re-torqued conventional nuts, or, as an alternate, use new torque limiting nuts with the proper range.
B. Rigid Overhead Supports. Rigid overhead supports consist of single poles with cantilevered arms, or span types supported between end frames. Furnish supports that include brackets for attaching disconnect switch, and pipe couplings for sign wiring. Furnish anchor bolts and conduit ells [at least one 2-inch (50 mm) minimum diameter] for installation in the foundation. Upon erection, set support poles and end frames on their foundations, and plumb using the leveling nuts followed by secure tightening of the nuts on the anchor bolts. Plumb poles supporting cantilevered signs following erection of signs as required. Do not use concrete grouting in the space between the foundation surface and support base.
Do not provide cover bases or individual anchor bolt covers on support anchor bases regardless of support location.
Furnish overhead sign supports with sign attachment assemblies for attaching extrusheet signs and/or sign hanger assemblies for mounting flat sheet signs to the support chords. Furnish luminaire support assemblies for lighted signs.
When specified, furnish sign support identification stickers of Type F reflective sheeting listing the support type, design number, span/arm length, county, route, and section number (example: TC-7.65, design 6, 80 ft span, CUY-90-17.58). Apply stickers only when the ambient temperature is above 40 °F (4 °C). Locate the sticker approximately 8 feet (2.4 m) above groundline on the quadrant of the sign support facing approaching traffic. Identify sign supports spanning opposing directions of traffic with two stickers, each on a support member facing traffic.
Rigid span supports consist of a box truss supported by single plane truss end frames. Fabricate box trusses from aluminum or steel tubular members with built-in camber, and mark each section “TOP”. Do not erect box trusses unless at least one sign or damping device approved by the Engineer is installed within 8 hours. Provide for the attachment of a luminaire bracket arm on combination overhead sign supports.
C. Span Wire Supports. Furnish span wire sign supports with sign hanger and messenger wire assemblies. Furnish anchor bolts and conduit ells [at least one 2-inch (50 mm) minimum diameter] for installation in the foundation.
Achieve a span wire sag under load of 4 to 5 percent of the span. Adjust poles to be essentially vertical after span wire tensioning.
D. Overpass Structure Mounted Supports. Mount the supports on the overpass structure so the bottom of the signs are in a level position, regardless of bridge slope.
E. Sign Attachments. Use sign attachment assemblies to attach extrusheet signs to rigid overhead supports. Use sign hanger assemblies to attach flat sheet signs to span wire or rigid overhead supports. Use sign support assemblies to attach flat sheet or extrusheet signs to poles or bridge parapets. Use sign backing assemblies for groups of signs attached to a sign post, and to attach exit number or supplemental panels to an extrusheet sign.
630.07 Sign Erection. Erect signs on ground mounted or overhead supports according to the schematic signing layout. Do not remove an existing sign until the replacement sign is either erected or available for immediate erection. Do not erect a replacement sign on a new support more than 24 hours before the removal of the existing sign.
A. Flat
Sheet Sign Erection.
Use steel bolts, wide washers, lock washers and nuts. Use bearing plates between the sign and U-channel post at each bolt. Field drill signs mounted on messenger wire or mast arms to match holes in brackets.
B. Extrusheet
Sign Erection.
Use self-aligning aluminum mounting clips, aluminum or stainless steel rectangular head bolts, aluminum or stainless steel washers, and stainless steel elastic stop nuts, to attach extrusheet signs to beam or U-channel post supports, and for U-channel post sections used to attach exit number and supplemental panels to extrusheet signs. Use aluminum bolts, washers, lock washers, and nuts to assemble extrusheet signs shipped in two pieces.
630.08 Sign Shipment and Storage. Package and ship finished flat sheet signs to assure adequate protection of the sign face, using methods and materials as recommended by the reflective sheeting manufacturer.
Ship extrusheet signs up to 8 feet (2.4 m) high completely assembled. Extrusheet signs over 8 feet (2.4 m) high may be shipped in two pieces for field assembly. Keep extrusheet signs rigid by backbracing or crating.
Store signs, whether provided by the Contractor or furnished by the Department, off the ground in a vertical position with adequate covering or shelter to prevent packing material from getting wet. Immediately remove packing material that does become wet from contact with sign faces to prevent damage to the reflective sheeting.
Identify extrusheet signs on a detachable form on the sign back giving the project number and year, sign reference number, sign legend sketch, and station location. Identify the underlying sign for signs shipped with an attached temporary overlay sign.
630.09 Specific Service and Tourist-Oriented Directional Signs. Specific Service (logo) signs and Tourist-Oriented Directional Signs (TODS) and the supports for these signs, are installed and maintained by a private company operating under a contractual arrangement with ODOT. These signs and supports are not to be removed or relocated unless so indicated in the plans, or if their removal or relocation becomes necessary during the course of construction.
For TODS and/or logo signs and associated supports needing to be removed or relocated, provide written notification to the private company operating under contractual arrangement with ODOT at least 60 days prior to the date the signs and/or supports need to be removed or relocated. The private company is responsible for removing the signs and supports within 60 days of notification.
The Engineer will coordinate the removal and/or relocation of the TODS and logo signs and supports.
630.10 Covering of Signs. Install temporary covers, and subsequently remove and dispose of them as shown on the plans or as directed by the Engineer. For the covering material, use a sturdy opaque material and obtain the Engineer’s approval of the proposed method of covering and attachment.
630.11 Barrier Wall Assembly for Sign Supports. If an existing overhead sign support is located in a median where concrete barrier is to be placed, provide a barrier wall assembly as shown on the plans.
630.12 Removal and Storage, Reerection, or Disposal of Signs and Supports. Carefully dismantle signs and sign supports indicated for removal. Either store on the project, reerect, or dispose of removed signs and sign supports. To ensure maintenance of adequate traffic control at all times, remove signs only with the Engineer’s approval.
Remove sign supports in a manner to avoid damage. Remove sign service to the support by disconnecting and removing cables at the service pull-box. Ensure that connection of remaining cables conforms to 625.18. Remove support foundations to at least 1 foot (0.3 m) below subgrade or finished groundline. Backfill and restore surfaces to a condition equal to that of the existing before the work started and dispose of surplus material according to 603.10 at no cost to the Department.
Furnish mounting hardware for signs to be reerected. Field drill as necessary. Furnish anchor bolts and conduit ells for installation in the foundation for overhead sign supports to be reerected.
Remove temporary overlay signs so as not to damage the underlying sign.
630.13 Inspection. After erection, the Engineer will inspect signs under both day and night conditions. Correct deficiencies in lateral position or visibility to the Engineer’s satisfaction.
630.14 Method of Measurement. The Department will measure Ground Mounted Post Support by the number of feet (meters), and will include driving, hardware for anchor base installation, and furnishing and placing of patching materials for excavations in paved areas.
The Department will measure Foundations for ground mounted beam supports, rigid overhead sign supports and span wire supports by the number of each for one beam, pole, end frame or strain pole, and will include excavation, reinforcing steel, concrete, backfilling and disposal of surplus excavation.
The Department will measure Ground Mounted Beam Support by the number of feet (meters) measured from the bottom of the foundation, and will include furnishing and placing of patching materials for excavations in paved areas.
The Department will measure One Way Support and Street Name Sign Support by the number of feet (meters), and will include driving, hardware for anchor base installation, and furnishing and placing of patching materials for excavations in paved areas.
The Department will measure Temporary Sign Support by the number of feet (meters) or the number of each furnished, erected, maintained, and removed.
The Department will measure Breakaway Beam Connection by the number of each set of connection parts with necessary welding and drilling of holes as required for the breakaway function in one beam, and will include base plates, fuse plate, hinge plate, bolt retainer plate, and bolts assembled to specified torques.
The Department will measure Overhead Sign Support by the number of each, and will include anchor bolts and conduit ells furnished for the foundation, sign attachment assemblies, luminaire support assemblies when required, and identification stickers when specified.
The Department will measure Combination Overhead Sign Support with light pole extension by the number of each, and will include anchor bolts and conduit ells furnished for the foundation, sign attachment assemblies, sign hanger assemblies, luminaire support assemblies when required, and identification stickers when specified. Bracket arms and roadway lighting luminaires are not included.
The Department will measure Sign Attachment Assembly by the number of separately itemized assemblies, and will include one overhead sign bracket, U-bolts, clamps, and miscellaneous hardware.
The Department will measure Luminaire Support Assembly by the number of separately itemized assemblies, and will include one support arm, other necessary structural members, and miscellaneous hardware.
The Department will measure Span Wire Sign Support by the number of each support, and will include two strain poles with span wire clamps and anchor shackles, anchor bolts and conduit ells furnished for foundations, messenger wire, clamps, thimbles, and sign hanger assemblies with hangers, braces, lengths of post, and miscellaneous hardware.
The Department will measure Overpass Structure Mounted Sign Support by the number of each support, and will include attachment work and hardware, to attach one individual sign.
The Department will measure Sign Hanger Assembly by the number of each, and will include all parts necessary to attach one individual sign.
For pole mounted sign supports, the Department will measure Sign Support Assembly by the number of each, and will include bands, brackets, hardware, and posts sufficient to attach each sign or set of signs to an individual pole.
For bridge mounted sign supports, the Department will measure Sign Support Assembly by the number of each, and will include post, hardware, and attachment work.
The Department will measure Sign by the number of square feet (square meters) of signs, and will include the furnishing of identification stickers, sign backing assemblies, mounting bolts, washers, nuts, bearing plates, clips, and rivets. For square, rectangular, circular, or irregular shaped signs, the Department will determine measurement by multiplying the largest dimensions of width and height. For triangular shaped signs, the Department will determine measurement by multiplying the largest dimension of width and one-half the largest dimension of height. The Department will include the area of the glare shields for lighted signs as an integral part of the sign.
The Department will measure Sign, Double-Faced by the number of each, and will include mounting fittings and hardware.
The Department will measure Sign Erected by the number of square feet (square meters) of signs erected, and will include mounting hardware, the assembly of signs that are in more than one piece and the installation of required sign backing assemblies. The Department will exclude the furnishing of signs. For square, rectangular, circular, or irregular shaped signs, the Department will determine measurement by multiplying the largest dimensions of width and height. For triangular shaped signs, the Department will determine measurement by multiplying the largest dimension of width and one-half the largest dimension of height. The Department will include the area of the glare shields for lighted signs as an integral part of the sign.
The Department will measure Sign Backing Assembly by the number of separately itemized assemblies, and will include back bracing for each group of flat sheet signs attached to a post or posts, or a single assembly for backing posts used to attach an exit or supplemental panel to a guide sign.
The Department will measure Covering of Sign by the number of square feet (square meters) of sign face covered, and will include the subsequent removal and disposal of the covering.
The Department will measure Barrier Wall Assembly by the number of each.
The Department will measure Removal and Storage, Reerection, or Disposal of Sign by the number of each sign removed and stored, reerected or disposed of. Major signs are defined for measurement as being 40 square feet (3.7 m˛) or larger.
The Department will measure Removal and Storage, Reerection, or Disposal of Support by the number of each support removed and stored, reerected or disposed of, and will include removal of foundations and restoration of surfaces. With reerection, the Department will include furnishing of anchor bolts, conduit ells, necessary field drilling, and hardware.
The Department will measure Transportation of Stored Sign by the number of each extrusheet signs delivered to the ODOT Sign Shop in Columbus.
630.15 Basis of Payment. The Department will not pay for relocating posts from their planned location.
The Department will pay for accepted quantities at the contract prices as follows:
Item unit Description
630 Each Ground Mounted Beam Support Foundation
630 Each Rigid Overhead Sign Support Foundation
630 Each Span Wire Sign Support Foundation
630 Foot (Meter) Ground Mounted Support, ___ Post
630 Foot (Meter) Ground Mounted Support, ___ Beam
630 Foot (Meter) One-Way Support, ___ Post
630 Foot (Meter) Street Name Sign Support, ___ Post
630 Foot (Meter) Temporary Sign Support, ___ Post
or Each
630 Each Breakaway Beam Connection
630 Each Overhead Sign Support,
Type TC-___, Design___
630 Each Combination
Overhead Sign
Support,
Type TC-___, Design___
630 Each Sign Attachment Assembly
630 Each Luminaire Support Assembly
630 Each Span Wire Sign Support,
Type
TC-17.10, Design ___
630 Each Overpass
Structure Mounted Sign
Support,
Type TC-___, Design___
630 Each Sign Hanger Assembly,
(Span
Wire, Mast Arm)
630 Each Sign Support Assembly,
(Pole
or Bridge Mounted)
630 Square Foot Sign, (Flat Sheet, Ground
(Square Meter) Mounted Extrusheet,
Overhead Extrusheet, Temporary Overlay)
630 Each Sign,
Double-Faced, (Street
Name,
Mile Marker)
630 Square
Foot Sign Erected, (Flat Sheet,
(Square Meter) Extrusheet, Temporary Overlay)
630 Each Sign Backing Assembly
630 Square
Foot Covering of Sign
(Square Meter)
630 Each Barrier Wall Assembly,
Type
TC-___, Design___
630 Each Removal of
Ground Mounted(Major) Sign
and
(Storage, Reerection, or Disposal)
630 Each Removal of
Ground Mounted(Beam, Post)
Support
and(Storage or Disposal)
630 Each Removal of
Overhead Mounted Sign and
(Storage,
Reerection, or Disposal)
630 Each Removal of
Overhead Sign Support and
(Storage, Reerection, or Disposal),
Type
TC-___
630 Each Removal of
Overlay Sign
630 Each Transportation
of Stored
Sign,
Extrusheet