729DESCRIPTION

729.01 DESCRIPTION. Furnish and install traffic signs, dead end road

installations, markers and delineators, with accessories, posts , and overhead spans of specified materials, sizes, shapes, weights , and designs. In general, the work and materials comply with the MUTCD as modified by these specifications or as shown on the plans. Fabricate signs in an approved plant. The term “legend” shall mean border strip, letters, numerals, and symbols which convey the message on signs.

729.02 MATERIALS. Other than recycled aluminum sign panels and

blanks, all materials shall be new stock conforming to the following:

729.02.1 Sign and Marker Sheeting : Sheeting material for sign

panels, delineators, barricades, and other markers shall comply with Section 1015 . All permanent signs shall meet the requirements of DO TD Type X.

729.02.2 Ferrous Metal: Ferrous metals shall comp ly with

1015.02.1 Reinforcing steel shall comply with Section 1009 . Ferrous

metal, except reinforcing steel, shall be galvanized in accordance with Section 811 .

729.02.3 Aluminum: Aluminum alloys for structural members shall

comply with 1015.02. 2. Aluminum sign panels shall comply with

1015.04.1 .

729.02.4 Fittings: Structural bolts, nuts, washers , and miscellaneous

hardware shall compl y with 1015.02.3 .

729.02.5 Guard Rail: Guard rail materials for dead end road

installations shall comply with Section 1010 .

729.02.6 Timber : Treated piling and timber for barricades in dead

end road installat ions shall comply with Section 1014 .

729.02.7 Concrete : Concrete shall be Class M complying with

Section 901 . Permanent Signs

729.01 DESCRIPTION. Furnish and install traffic signs, dead end road

installations, markers and delineators, with accessories, posts , and overhead spans of specified materials, sizes, shapes, weights , and designs. In general, the work and materials comply with the MUTCD as modified by these specifications or as shown on the plans. Fabricate signs in an approved plant. The term “legend” shall mean border strip, letters, numerals, and symbols which convey the message on signs.

729.02 MATERIALS. Other than recycled aluminum sign panels and

blanks, all materials shall be new stock conforming to the following:

729.02.1 Sign and Marker Sheeting : Sheeting material for sign

panels, delineators, barricades, and other markers shall comply with Section 1015 . All permanent signs shall meet the requirements of DO TD Type X.

729.02.2 Ferrous Metal: Ferrous metals shall comp ly with

1015.02.1 Reinforcing steel shall comply with Section 1009 . Ferrous

metal, except reinforcing steel, shall be galvanized in accordance with Section 811 .

729.02.3 Aluminum: Aluminum alloys for structural members shall

comply with 1015.02. 2. Aluminum sign panels shall comply with

1015.04.1 .

729.02.4 Fittings: Structural bolts, nuts, washers , and miscellaneous

hardware shall compl y with 1015.02.3 .

729.02.5 Guard Rail: Guard rail materials for dead end road

installations shall comply with Section 1010 .

729.02.6 Timber : Treated piling and timber for barricades in dead

end road installat ions shall comply with Section 1014 .

729.02.7 Concrete : Concrete shall be Class M complying with

Section 901 . Permanent Signs

729.01 DESCRIPTION. Furnish and install traffic signs, dead end road

installations, markers and delineators, with accessories, posts , and overhead spans of specified materials, sizes, shapes, weights , and designs. In general, the work and materials comply with the MUTCD as modified by these specifications or as shown on the plans. Fabricate signs in an approved plant. The term “legend” shall mean border strip, letters, numerals, and symbols which convey the message on signs.

729.02 MATERIALS. Other than recycled aluminum sign panels and

blanks, all materials shall be new stock conforming to the following:

729.02.1 Sign and Marker Sheeting : Sheeting material for sign

panels, delineators, barricades, and other markers shall comply with Section 1015 . All permanent signs shall meet the requirements of DO TD Type X.

729.02.2 Ferrous Metal: Ferrous metals shall comp ly with

1015.02.1 Reinforcing steel shall comply with Section 1009 . Ferrous

metal, except reinforcing steel, shall be galvanized in accordance with Section 811 .

729.02.3 Aluminum: Aluminum alloys for structural members shall

comply with 1015.02. 2. Aluminum sign panels shall comply with

1015.04.1 .

729.02.4 Fittings: Structural bolts, nuts, washers , and miscellaneous

hardware shall compl y with 1015.02.3 .

729.02.5 Guard Rail: Guard rail materials for dead end road

installations shall comply with Section 1010 .

729.02.6 Timber : Treated piling and timber for barricades in dead

end road installat ions shall comply with Section 1014 .

729.02.7 Concrete : Concrete shall be Class M complying with

Section 901 . Permanent Signs

729.01 DESCRIPTION. Furnish and install traffic signs, dead end road

installations, markers and delineators, with accessories, posts , and overhead spans of specified materials, sizes, shapes, weights , and designs. In general, the work and materials comply with the MUTCD as modified by these specifications or as shown on the plans. Fabricate signs in an approved plant. The term “legend” shall mean border strip, letters, numerals, and symbols which convey the message on signs.

729.02 MATERIALS. Other than recycled aluminum sign panels and

blanks, all materials shall be new stock conforming to the following:

729.02.1 Sign and Marker Sheeting : Sheeting material for sign

panels, delineators, barricades, and other markers shall comply with Section 1015 . All permanent signs shall meet the requirements of DO TD Type X.

729.02.2 Ferrous Metal: Ferrous metals shall comp ly with

1015.02.1 Reinforcing steel shall comply with Section 1009 . Ferrous

metal, except reinforcing steel, shall be galvanized in accordance with Section 811 .

729.02.3 Aluminum: Aluminum alloys for structural members shall

comply with 1015.02. 2. Aluminum sign panels shall comply with

1015.04.1 .

729.02.4 Fittings: Structural bolts, nuts, washers , and miscellaneous

hardware shall compl y with 1015.02.3 .

729.02.5 Guard Rail: Guard rail materials for dead end road

installations shall comply with Section 1010 .

729.02.6 Timber : Treated piling and timber for barricades in dead

end road installat ions shall comply with Section 1014 .

729.02.7 Concrete : Concrete shall be Class M complying with

Section 901 . Permanent Signs

729.01 DESCRIPTION. Furnish and install traffic signs, dead end road

installations, markers and delineators, with accessories, posts , and overhead spans of specified materials, sizes, shapes, weights , and designs. In general, the work and materials comply with the MUTCD as modified by these specifications or as shown on the plans. Fabricate signs in an approved plant. The term “legend” shall mean border strip, letters, numerals, and symbols which convey the message on signs.

729.02 MATERIALS. Other than recycled aluminum sign panels and

blanks, all materials shall be new stock conforming to the following:

729.02.1 Sign and Marker Sheeting : Sheeting material for sign

panels, delineators, barricades, and other markers shall comply with Section 1015 . All permanent signs shall meet the requirements of DO TD Type X.

729.02.2 Ferrous Metal: Ferrous metals shall comp ly with

1015.02.1 Reinforcing steel shall comply with Section 1009 . Ferrous

metal, except reinforcing steel, shall be galvanized in accordance with Section 811 .

729.02.3 Aluminum: Aluminum alloys for structural members shall

comply with 1015.02. 2. Aluminum sign panels shall comply with

1015.04.1 .

729.02.4 Fittings: Structural bolts, nuts, washers , and miscellaneous

hardware shall compl y with 1015.02.3 .

729.02.5 Guard Rail: Guard rail materials for dead end road

installations shall comply with Section 1010 .

729.02.6 Timber : Treated piling and timber for barricades in dead

end road installat ions shall comply with Section 1014 .

729.02.7 Concrete : Concrete shall be Class M complying with

Section 901 . Permanent Signs

729.01 DESCRIPTION. Furnish and install traffic signs, dead end road

installations, markers and delineators, with accessories, posts , and overhead spans of specified materials, sizes, shapes, weights , and designs. In general, the work and materials comply with the MUTCD as modified by these specifications or as shown on the plans. Fabricate signs in an approved plant. The term “legend” shall mean border strip, letters, numerals, and symbols which convey the message on signs.

729.02 MATERIALS. Other than recycled aluminum sign panels and

blanks, all materials shall be new stock conforming to the following:

729.02.1 Sign and Marker Sheeting : Sheeting material for sign

panels, delineators, barricades, and other markers shall comply with Section 1015 . All permanent signs shall meet the requirements of DO TD Type X.

729.02.2 Ferrous Metal: Ferrous metals shall comp ly with

1015.02.1 Reinforcing steel shall comply with Section 1009 . Ferrous

metal, except reinforcing steel, shall be galvanized in accordance with Section 811 .

729.02.3 Aluminum: Aluminum alloys for structural members shall

comply with 1015.02. 2. Aluminum sign panels shall comply with

1015.04.1 .

729.02.4 Fittings: Structural bolts, nuts, washers , and miscellaneous

hardware shall compl y with 1015.02.3 .

729.02.5 Guard Rail: Guard rail materials for dead end road

installations shall comply with Section 1010 .

729.02.6 Timber : Treated piling and timber for barricades in dead

end road installat ions shall comply with Section 1014 .

729.02.7 Concrete : Concrete shall be Class M complying with

Section 901 . Permanent Signs

729.01 DESCRIPTION. Furnish and install traffic signs, dead end road

installations, markers and delineators, with accessories, posts , and overhead spans of specified materials, sizes, shapes, weights , and designs. In general, the work and materials comply with the MUTCD as modified by these specifications or as shown on the plans. Fabricate signs in an approved plant. The term “legend” shall mean border strip, letters, numerals, and symbols which convey the message on signs.

729.02 MATERIALS. Other than recycled aluminum sign panels and

blanks, all materials shall be new stock conforming to the following:

729.02.1 Sign and Marker Sheeting : Sheeting material for sign

panels, delineators, barricades, and other markers shall comply with Section 1015 . All permanent signs shall meet the requirements of DO TD Type X.

729.02.2 Ferrous Metal: Ferrous metals shall comp ly with

1015.02.1 Reinforcing steel shall comply with Section 1009 . Ferrous

metal, except reinforcing steel, shall be galvanized in accordance with Section 811 .

729.02.3 Aluminum: Aluminum alloys for structural members shall

comply with 1015.02. 2. Aluminum sign panels shall comply with

1015.04.1 .

729.02.4 Fittings: Structural bolts, nuts, washers , and miscellaneous

hardware shall compl y with 1015.02.3 .

729.02.5 Guard Rail: Guard rail materials for dead end road

installations shall comply with Section 1010 .

729.02.6 Timber : Treated piling and timber for barricades in dead

end road installat ions shall comply with Section 1014 .

729.02.7 Concrete : Concrete shall be Class M complying with

Section 901 . Permanent Signs

729.01 DESCRIPTION. Furnish and install traffic signs, dead end road

installations, markers and delineators, with accessories, posts , and overhead spans of specified materials, sizes, shapes, weights , and designs. In general, the work and materials comply with the MUTCD as modified by these specifications or as shown on the plans. Fabricate signs in an approved plant. The term “legend” shall mean border strip, letters, numerals, and symbols which convey the message on signs.

729.02 MATERIALS. Other than recycled aluminum sign panels and

blanks, all materials shall be new stock conforming to the following:

729.02.1 Sign and Marker Sheeting : Sheeting material for sign

panels, delineators, barricades, and other markers shall comply with Section 1015 . All permanent signs shall meet the requirements of DO TD Type X.

729.02.2 Ferrous Metal: Ferrous metals shall comp ly with

1015.02.1 Reinforcing steel shall comply with Section 1009 . Ferrous

metal, except reinforcing steel, shall be galvanized in accordance with Section 811 .

729.02.3 Aluminum: Aluminum alloys for structural members shall

comply with 1015.02. 2. Aluminum sign panels shall comply with

1015.04.1 .

729.02.4 Fittings: Structural bolts, nuts, washers , and miscellaneous

hardware shall compl y with 1015.02.3 .

729.02.5 Guard Rail: Guard rail materials for dead end road

installations shall comply with Section 1010 .

729.02.6 Timber : Treated piling and timber for barricades in dead

end road installat ions shall comply with Section 1014 .

729.02.7 Concrete : Concrete shall be Class M complying with

Section 901 . Permanent Signs

729.01 DESCRIPTION. Furnish and install traffic signs, dead end road

installations, markers and delineators, with accessories, posts , and overhead spans of specified materials, sizes, shapes, weights , and designs. In general, the work and materials comply with the MUTCD as modified by these specifications or as shown on the plans. Fabricate signs in an approved plant. The term “legend” shall mean border strip, letters, numerals, and symbols which convey the message on signs.

729.02 MATERIALS. Other than recycled aluminum sign panels and

blanks, all materials shall be new stock conforming to the following:

729.02.1 Sign and Marker Sheeting : Sheeting material for sign

panels, delineators, barricades, and other markers shall comply with Section 1015 . All permanent signs shall meet the requirements of DO TD Type X.

729.02.2 Ferrous Metal: Ferrous metals shall comp ly with

1015.02.1 Reinforcing steel shall comply with Section 1009 . Ferrous

metal, except reinforcing steel, shall be galvanized in accordance with Section 811 .

729.02.3 Aluminum: Aluminum alloys for structural members shall

comply with 1015.02. 2. Aluminum sign panels shall comply with

1015.04.1 .

729.02.4 Fittings: Structural bolts, nuts, washers , and miscellaneous

hardware shall compl y with 1015.02.3 .

729.02.5 Guard Rail: Guard rail materials for dead end road

installations shall comply with Section 1010 .

729.02.6 Timber : Treated piling and timber for barricades in dead

end road installat ions shall comply with Section 1014 .

729.02.7 Concrete : Concrete shall be Class M complying with

Section 901 .

729.02.8 Flexible Sign Posts : Flexible posts for small signs,

markers, and delineators shall comply with 1015.03 .

729.02.9 Silk Screen Paste and Overlay Film: Silk screen paste

shall comply with sheeting manufacturer’s recommendations and with

1015.07 .

729.03 General Requirements .

729.03.1 Sign Face Design and Fabrication : Fabricate signs of

Types A, B, D, and E; overhead signs; and sign face overlay panels in accordance with the MUTCD, the Standard Hi ghway Signs Booklet , and the signing detail sheets of the plans. Furnish shop drawings of sign faces for Types D and E, overhead signs, sign overlay panels, and for any non-standard sign faces of Types A and B not provided by the Department. Obtain approval of shop drawings from the Interstate Guide Sign Engineer before sign face fabrication begins.

729.03.2 Sign Mountings and Supports Fabrication : Furnish

steel for vertical sign supports and trusses. Furnish steel sign supports for post mountings, and rigid steel or flexible posts for small signs, markers, and delineators. Before beginning work, notify the engineer in writing of proposed signing materials. Use the same signing materials throughout the project. Fabricate sign mountings according to Section 807 . Furnish fabrication and erection drawings of all sign mountings in accordance with 801.03 with the exception of standard roadside installations. Fabrication and erection drawings will be approved only after approval of sign face shop drawings. Do not fabricate sign mountings or construct sign footings before drawings are approved and distributed. Welding shall comply with Section 809 .

729.03.3 Material Sampling and Certification : Material

sampling and certification for sign faces, sign mountings, U -channel posts, and square tubing shall be in accordance with the Materials Sampl ing Manual. Furnish NCHRP 350 or Manual for Assessing Safety Hardware (MASH) compliance documentation.

729.04 Fabrication of Alumi Num Sign Panels.

729.04.1 General : Complete metal fabrication including shearing,

cutting, and punching of holes prior to surface treatmen t of metal and application of sheeting. Cut metal panels to size and shape; free of

729.02.8 Flexible Sign Posts : Flexible posts for small signs,

markers, and delineators shall comply with 1015.03 .

729.02.9 Silk Screen Paste and Overlay Film: Silk screen paste

shall comply with sheeting manufacturer’s recommendations and with

1015.07 .

729.03 General Requirements .

729.03.1 Sign Face Design and Fabrication : Fabricate signs of

Types A, B, D, and E; overhead signs; and sign face overlay panels in accordance with the MUTCD, the Standard Hi ghway Signs Booklet , and the signing detail sheets of the plans. Furnish shop drawings of sign faces for Types D and E, overhead signs, sign overlay panels, and for any non-standard sign faces of Types A and B not provided by the Department. Obtain approval of shop drawings from the Interstate Guide Sign Engineer before sign face fabrication begins.

729.03.2 Sign Mountings and Supports Fabrication : Furnish

steel for vertical sign supports and trusses. Furnish steel sign supports for post mountings, and rigid steel or flexible posts for small signs, markers, and delineators. Before beginning work, notify the engineer in writing of proposed signing materials. Use the same signing materials throughout the project. Fabricate sign mountings according to Section 807 . Furnish fabrication and erection drawings of all sign mountings in accordance with 801.03 with the exception of standard roadside installations. Fabrication and erection drawings will be approved only after approval of sign face shop drawings. Do not fabricate sign mountings or construct sign footings before drawings are approved and distributed. Welding shall comply with Section 809 .

729.03.3 Material Sampling and Certification : Material

sampling and certification for sign faces, sign mountings, U -channel posts, and square tubing shall be in accordance with the Materials Sampl ing Manual. Furnish NCHRP 350 or Manual for Assessing Safety Hardware (MASH) compliance documentation.

729.04 Fabrication of Alumi Num Sign Panels.

729.04.1 General : Complete metal fabrication including shearing,

cutting, and punching of holes prior to surface treatmen t of metal and application of sheeting. Cut metal panels to size and shape; free of

729.02.8 Flexible Sign Posts : Flexible posts for small signs,

markers, and delineators shall comply with 1015.03 .

729.02.9 Silk Screen Paste and Overlay Film: Silk screen paste

shall comply with sheeting manufacturer’s recommendations and with

1015.07 .

729.03 General Requirements .

729.03.1 Sign Face Design and Fabrication : Fabricate signs of

Types A, B, D, and E; overhead signs; and sign face overlay panels in accordance with the MUTCD, the Standard Hi ghway Signs Booklet , and the signing detail sheets of the plans. Furnish shop drawings of sign faces for Types D and E, overhead signs, sign overlay panels, and for any non-standard sign faces of Types A and B not provided by the Department. Obtain approval of shop drawings from the Interstate Guide Sign Engineer before sign face fabrication begins.

729.03.2 Sign Mountings and Supports Fabrication : Furnish

steel for vertical sign supports and trusses. Furnish steel sign supports for post mountings, and rigid steel or flexible posts for small signs, markers, and delineators. Before beginning work, notify the engineer in writing of proposed signing materials. Use the same signing materials throughout the project. Fabricate sign mountings according to Section 807 . Furnish fabrication and erection drawings of all sign mountings in accordance with 801.03 with the exception of standard roadside installations. Fabrication and erection drawings will be approved only after approval of sign face shop drawings. Do not fabricate sign mountings or construct sign footings before drawings are approved and distributed. Welding shall comply with Section 809 .

729.03.3 Material Sampling and Certification : Material

sampling and certification for sign faces, sign mountings, U -channel posts, and square tubing shall be in accordance with the Materials Sampl ing Manual. Furnish NCHRP 350 or Manual for Assessing Safety Hardware (MASH) compliance documentation.

729.04 Fabrication of Alumi Num Sign Panels.

729.04.1 General : Complete metal fabrication including shearing,

cutting, and punching of holes prior to surface treatmen t of metal and application of sheeting. Cut metal panels to size and shape; free of

729.02.8 Flexible Sign Posts : Flexible posts for small signs,

markers, and delineators shall comply with 1015.03 .

729.02.9 Silk Screen Paste and Overlay Film: Silk screen paste

shall comply with sheeting manufacturer’s recommendations and with

1015.07 .

729.03 General Requirements .

729.03.1 Sign Face Design and Fabrication : Fabricate signs of

Types A, B, D, and E; overhead signs; and sign face overlay panels in accordance with the MUTCD, the Standard Hi ghway Signs Booklet , and the signing detail sheets of the plans. Furnish shop drawings of sign faces for Types D and E, overhead signs, sign overlay panels, and for any non-standard sign faces of Types A and B not provided by the Department. Obtain approval of shop drawings from the Interstate Guide Sign Engineer before sign face fabrication begins.

729.03.2 Sign Mountings and Supports Fabrication : Furnish

steel for vertical sign supports and trusses. Furnish steel sign supports for post mountings, and rigid steel or flexible posts for small signs, markers, and delineators. Before beginning work, notify the engineer in writing of proposed signing materials. Use the same signing materials throughout the project. Fabricate sign mountings according to Section 807 . Furnish fabrication and erection drawings of all sign mountings in accordance with 801.03 with the exception of standard roadside installations. Fabrication and erection drawings will be approved only after approval of sign face shop drawings. Do not fabricate sign mountings or construct sign footings before drawings are approved and distributed. Welding shall comply with Section 809 .

729.03.3 Material Sampling and Certification : Material

sampling and certification for sign faces, sign mountings, U -channel posts, and square tubing shall be in accordance with the Materials Sampl ing Manual. Furnish NCHRP 350 or Manual for Assessing Safety Hardware (MASH) compliance documentation.

729.04 Fabrication of Alumi Num Sign Panels.

729.04.1 General : Complete metal fabrication including shearing,

cutting, and punching of holes prior to surface treatmen t of metal and application of sheeting. Cut metal panels to size and shape; free of

729.02.8 Flexible Sign Posts : Flexible posts for small signs,

markers, and delineators shall comply with 1015.03 .

729.02.9 Silk Screen Paste and Overlay Film: Silk screen paste

shall comply with sheeting manufacturer’s recommendations and with

1015.07 .

729.03 General Requirements .

729.03.1 Sign Face Design and Fabrication : Fabricate signs of

Types A, B, D, and E; overhead signs; and sign face overlay panels in accordance with the MUTCD, the Standard Hi ghway Signs Booklet , and the signing detail sheets of the plans. Furnish shop drawings of sign faces for Types D and E, overhead signs, sign overlay panels, and for any non-standard sign faces of Types A and B not provided by the Department. Obtain approval of shop drawings from the Interstate Guide Sign Engineer before sign face fabrication begins.

729.03.2 Sign Mountings and Supports Fabrication : Furnish

steel for vertical sign supports and trusses. Furnish steel sign supports for post mountings, and rigid steel or flexible posts for small signs, markers, and delineators. Before beginning work, notify the engineer in writing of proposed signing materials. Use the same signing materials throughout the project. Fabricate sign mountings according to Section 807 . Furnish fabrication and erection drawings of all sign mountings in accordance with 801.03 with the exception of standard roadside installations. Fabrication and erection drawings will be approved only after approval of sign face shop drawings. Do not fabricate sign mountings or construct sign footings before drawings are approved and distributed. Welding shall comply with Section 809 .

729.03.3 Material Sampling and Certification : Material

sampling and certification for sign faces, sign mountings, U -channel posts, and square tubing shall be in accordance with the Materials Sampl ing Manual. Furnish NCHRP 350 or Manual for Assessing Safety Hardware (MASH) compliance documentation.

729.04 Fabrication of Alumi Num Sign Panels.

729.04.1 General : Complete metal fabrication including shearing,

cutting, and punching of holes prior to surface treatmen t of metal and application of sheeting. Cut metal panels to size and shape; free of

729.02.8 Flexible Sign Posts : Flexible posts for small signs,

markers, and delineators shall comply with 1015.03 .

729.02.9 Silk Screen Paste and Overlay Film: Silk screen paste

shall comply with sheeting manufacturer’s recommendations and with

1015.07 .

729.03 General Requirements .

729.03.1 Sign Face Design and Fabrication : Fabricate signs of

Types A, B, D, and E; overhead signs; and sign face overlay panels in accordance with the MUTCD, the Standard Hi ghway Signs Booklet , and the signing detail sheets of the plans. Furnish shop drawings of sign faces for Types D and E, overhead signs, sign overlay panels, and for any non-standard sign faces of Types A and B not provided by the Department. Obtain approval of shop drawings from the Interstate Guide Sign Engineer before sign face fabrication begins.

729.03.2 Sign Mountings and Supports Fabrication : Furnish

steel for vertical sign supports and trusses. Furnish steel sign supports for post mountings, and rigid steel or flexible posts for small signs, markers, and delineators. Before beginning work, notify the engineer in writing of proposed signing materials. Use the same signing materials throughout the project. Fabricate sign mountings according to Section 807 . Furnish fabrication and erection drawings of all sign mountings in accordance with 801.03 with the exception of standard roadside installations. Fabrication and erection drawings will be approved only after approval of sign face shop drawings. Do not fabricate sign mountings or construct sign footings before drawings are approved and distributed. Welding shall comply with Section 809 .

729.03.3 Material Sampling and Certification : Material

sampling and certification for sign faces, sign mountings, U -channel posts, and square tubing shall be in accordance with the Materials Sampl ing Manual. Furnish NCHRP 350 or Manual for Assessing Safety Hardware (MASH) compliance documentation.

729.04 Fabrication of Alumi Num Sign Panels.

729.04.1 General : Complete metal fabrication including shearing,

cutting, and punching of holes prior to surface treatmen t of metal and application of sheeting. Cut metal panels to size and shape; free of

729.02.8 Flexible Sign Posts : Flexible posts for small signs,

markers, and delineators shall comply with 1015.03 .

729.02.9 Silk Screen Paste and Overlay Film: Silk screen paste

shall comply with sheeting manufacturer’s recommendations and with

1015.07 .

729.03 General Requirements .

729.03.1 Sign Face Design and Fabrication : Fabricate signs of

Types A, B, D, and E; overhead signs; and sign face overlay panels in accordance with the MUTCD, the Standard Hi ghway Signs Booklet , and the signing detail sheets of the plans. Furnish shop drawings of sign faces for Types D and E, overhead signs, sign overlay panels, and for any non-standard sign faces of Types A and B not provided by the Department. Obtain approval of shop drawings from the Interstate Guide Sign Engineer before sign face fabrication begins.

729.03.2 Sign Mountings and Supports Fabrication : Furnish

steel for vertical sign supports and trusses. Furnish steel sign supports for post mountings, and rigid steel or flexible posts for small signs, markers, and delineators. Before beginning work, notify the engineer in writing of proposed signing materials. Use the same signing materials throughout the project. Fabricate sign mountings according to Section 807 . Furnish fabrication and erection drawings of all sign mountings in accordance with 801.03 with the exception of standard roadside installations. Fabrication and erection drawings will be approved only after approval of sign face shop drawings. Do not fabricate sign mountings or construct sign footings before drawings are approved and distributed. Welding shall comply with Section 809 .

729.03.3 Material Sampling and Certification : Material

sampling and certification for sign faces, sign mountings, U -channel posts, and square tubing shall be in accordance with the Materials Sampl ing Manual. Furnish NCHRP 350 or Manual for Assessing Safety Hardware (MASH) compliance documentation.

729.04 Fabrication of Alumi Num Sign Panels.

729.04.1 General : Complete metal fabrication including shearing,

cutting, and punching of holes prior to surface treatmen t of metal and application of sheeting. Cut metal panels to size and shape; free of

729.02.8 Flexible Sign Posts : Flexible posts for small signs,

markers, and delineators shall comply with 1015.03 .

729.02.9 Silk Screen Paste and Overlay Film: Silk screen paste

shall comply with sheeting manufacturer’s recommendations and with

1015.07 .

729.03 General Requirements .

729.03.1 Sign Face Design and Fabrication : Fabricate signs of

Types A, B, D, and E; overhead signs; and sign face overlay panels in accordance with the MUTCD, the Standard Hi ghway Signs Booklet , and the signing detail sheets of the plans. Furnish shop drawings of sign faces for Types D and E, overhead signs, sign overlay panels, and for any non-standard sign faces of Types A and B not provided by the Department. Obtain approval of shop drawings from the Interstate Guide Sign Engineer before sign face fabrication begins.

729.03.2 Sign Mountings and Supports Fabrication : Furnish

steel for vertical sign supports and trusses. Furnish steel sign supports for post mountings, and rigid steel or flexible posts for small signs, markers, and delineators. Before beginning work, notify the engineer in writing of proposed signing materials. Use the same signing materials throughout the project. Fabricate sign mountings according to Section 807 . Furnish fabrication and erection drawings of all sign mountings in accordance with 801.03 with the exception of standard roadside installations. Fabrication and erection drawings will be approved only after approval of sign face shop drawings. Do not fabricate sign mountings or construct sign footings before drawings are approved and distributed. Welding shall comply with Section 809 .

729.03.3 Material Sampling and Certification : Material

sampling and certification for sign faces, sign mountings, U -channel posts, and square tubing shall be in accordance with the Materials Sampl ing Manual. Furnish NCHRP 350 or Manual for Assessing Safety Hardware (MASH) compliance documentation.

729.04 Fabrication of Alumi Num Sign Panels.

729.04.1 General : Complete metal fabrication including shearing,

cutting, and punching of holes prior to surface treatmen t of metal and application of sheeting. Cut metal panels to size and shape; free of

729.02.8 Flexible Sign Posts : Flexible posts for small signs,

markers, and delineators shall comply with 1015.03 .

729.02.9 Silk Screen Paste and Overlay Film: Silk screen paste

shall comply with sheeting manufacturer’s recommendations and with

1015.07 .

729.03 General Requirements .

729.03.1 Sign Face Design and Fabrication : Fabricate signs of

Types A, B, D, and E; overhead signs; and sign face overlay panels in accordance with the MUTCD, the Standard Hi ghway Signs Booklet , and the signing detail sheets of the plans. Furnish shop drawings of sign faces for Types D and E, overhead signs, sign overlay panels, and for any non-standard sign faces of Types A and B not provided by the Department. Obtain approval of shop drawings from the Interstate Guide Sign Engineer before sign face fabrication begins.

729.03.2 Sign Mountings and Supports Fabrication : Furnish

steel for vertical sign supports and trusses. Furnish steel sign supports for post mountings, and rigid steel or flexible posts for small signs, markers, and delineators. Before beginning work, notify the engineer in writing of proposed signing materials. Use the same signing materials throughout the project. Fabricate sign mountings according to Section 807 . Furnish fabrication and erection drawings of all sign mountings in accordance with 801.03 with the exception of standard roadside installations. Fabrication and erection drawings will be approved only after approval of sign face shop drawings. Do not fabricate sign mountings or construct sign footings before drawings are approved and distributed. Welding shall comply with Section 809 .

729.03.3 Material Sampling and Certification : Material

sampling and certification for sign faces, sign mountings, U -channel posts, and square tubing shall be in accordance with the Materials Sampl ing Manual. Furnish NCHRP 350 or Manual for Assessing Safety Hardware (MASH) compliance documentation.

729.04 Fabrication of Alumi Num Sign Panels.

729.04.1 General : Complete metal fabrication including shearing,

cutting, and punching of holes prior to surface treatmen t of metal and application of sheeting. Cut metal panels to size and shape; free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. Surface of sign panels shall be flat. Splice plates joining sign panels shall not extend behind horizontal sills. Flat aluminum panels shall be a nominal 0.080 inch thick. Extruded aluminum panels shall be 12 inches wide and have a nominal face thickness of 0.125 inches . The completed product shall have a surface free of cracks, blisters, blemishes, and wrinkles.

729.04.2 Aluminum Surface Treatment :

Provide surface treatment as specified herein or in accordance with approved recommendations of the reflective sheeting manufacturer.

729.04.2 1 Degreasing:

729.04.2 2 Etching:

729.04.2 3 Drying Panels: Dry panels with a forced hot air

drier. Handle panels with clean canvas gloves or other approved methods between cleaning and etching operations and sheeting application. Protect cleaned panels from grease, oil or other contaminants prior to application of reflective sheeting.

729.04.3 Sheeting Application : Apply reflective sheeting in

accordance with the approved written recommendations of the sheeting manufacturer . Apply reflective sheeting with no horizontal splices. Apply reflective sheeting directly to extruded panels with no more than two vertical splices per sign and no more than one vertical splice per individual buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. Surface of sign panels shall be flat. Splice plates joining sign panels shall not extend behind horizontal sills. Flat aluminum panels shall be a nominal 0.080 inch thick. Extruded aluminum panels shall be 12 inches wide and have a nominal face thickness of 0.125 inches . The completed product shall have a surface free of cracks, blisters, blemishes, and wrinkles.

729.04.2 Aluminum Surface Treatment :

Provide surface treatment as specified herein or in accordance with approved recommendations of the reflective sheeting manufacturer.

729.04.2 1 Degreasing:

729.04.2 2 Etching:

729.04.2 3 Drying Panels: Dry panels with a forced hot air

drier. Handle panels with clean canvas gloves or other approved methods between cleaning and etching operations and sheeting application. Protect cleaned panels from grease, oil or other contaminants prior to application of reflective sheeting.

729.04.3 Sheeting Application : Apply reflective sheeting in

accordance with the approved written recommendations of the sheeting manufacturer . Apply reflective sheeting with no horizontal splices. Apply reflective sheeting directly to extruded panels with no more than two vertical splices per sign and no more than one vertical splice per individual buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. Surface of sign panels shall be flat. Splice plates joining sign panels shall not extend behind horizontal sills. Flat aluminum panels shall be a nominal 0.080 inch thick. Extruded aluminum panels shall be 12 inches wide and have a nominal face thickness of 0.125 inches . The completed product shall have a surface free of cracks, blisters, blemishes, and wrinkles.

729.04.2 Aluminum Surface Treatment :

Provide surface treatment as specified herein or in accordance with approved recommendations of the reflective sheeting manufacturer.

729.04.2 1 Degreasing:

729.04.2 2 Etching:

729.04.2 3 Drying Panels: Dry panels with a forced hot air

drier. Handle panels with clean canvas gloves or other approved methods between cleaning and etching operations and sheeting application. Protect cleaned panels from grease, oil or other contaminants prior to application of reflective sheeting.

729.04.3 Sheeting Application : Apply reflective sheeting in

accordance with the approved written recommendations of the sheeting manufacturer . Apply reflective sheeting with no horizontal splices. Apply reflective sheeting directly to extruded panels with no more than two vertical splices per sign and no more than one vertical splice per individual buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. Surface of sign panels shall be flat. Splice plates joining sign panels shall not extend behind horizontal sills. Flat aluminum panels shall be a nominal 0.080 inch thick. Extruded aluminum panels shall be 12 inches wide and have a nominal face thickness of 0.125 inches . The completed product shall have a surface free of cracks, blisters, blemishes, and wrinkles.

729.04.2 Aluminum Surface Treatment :

Provide surface treatment as specified herein or in accordance with approved recommendations of the reflective sheeting manufacturer.

729.04.2 1 Degreasing:

729.04.2 2 Etching:

729.04.2 3 Drying Panels: Dry panels with a forced hot air

drier. Handle panels with clean canvas gloves or other approved methods between cleaning and etching operations and sheeting application. Protect cleaned panels from grease, oil or other contaminants prior to application of reflective sheeting.

729.04.3 Sheeting Application : Apply reflective sheeting in

accordance with the approved written recommendations of the sheeting manufacturer . Apply reflective sheeting with no horizontal splices. Apply reflective sheeting directly to extruded panels with no more than two vertical splices per sign and no more than one vertical splice per individual buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. Surface of sign panels shall be flat. Splice plates joining sign panels shall not extend behind horizontal sills. Flat aluminum panels shall be a nominal 0.080 inch thick. Extruded aluminum panels shall be 12 inches wide and have a nominal face thickness of 0.125 inches . The completed product shall have a surface free of cracks, blisters, blemishes, and wrinkles.

729.04.2 Aluminum Surface Treatment :

Provide surface treatment as specified herein or in accordance with approved recommendations of the reflective sheeting manufacturer.

729.04.2 1 Degreasing:

729.04.2 2 Etching:

729.04.2 3 Drying Panels: Dry panels with a forced hot air

drier. Handle panels with clean canvas gloves or other approved methods between cleaning and etching operations and sheeting application. Protect cleaned panels from grease, oil or other contaminants prior to application of reflective sheeting.

729.04.3 Sheeting Application : Apply reflective sheeting in

accordance with the approved written recommendations of the sheeting manufacturer . Apply reflective sheeting with no horizontal splices. Apply reflective sheeting directly to extruded panels with no more than two vertical splices per sign and no more than one vertical splice per individual buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. Surface of sign panels shall be flat. Splice plates joining sign panels shall not extend behind horizontal sills. Flat aluminum panels shall be a nominal 0.080 inch thick. Extruded aluminum panels shall be 12 inches wide and have a nominal face thickness of 0.125 inches . The completed product shall have a surface free of cracks, blisters, blemishes, and wrinkles.

729.04.2 Aluminum Surface Treatment :

Provide surface treatment as specified herein or in accordance with approved recommendations of the reflective sheeting manufacturer.

729.04.2 1 Degreasing:

729.04.2 2 Etching:

729.04.2 3 Drying Panels: Dry panels with a forced hot air

drier. Handle panels with clean canvas gloves or other approved methods between cleaning and etching operations and sheeting application. Protect cleaned panels from grease, oil or other contaminants prior to application of reflective sheeting.

729.04.3 Sheeting Application : Apply reflective sheeting in

accordance with the approved written recommendations of the sheeting manufacturer . Apply reflective sheeting with no horizontal splices. Apply reflective sheeting directly to extruded panels with no more than two vertical splices per sign and no more than one vertical splice per individual panel. Carefully match sign faces comprised of two or more pieces of reflective sheeting for color at the time of sign fabrication to provide uniform appearance and brilliance, both day and night. Apply legend by one of the following methods:

729.04.3 1 Direct Applied: Legend shall be adhesive coated

reflective sheeting as specified in 1015.05 . Apply legend to provide a wrinkle -free surface.

729.04.3 2 Screened: Apply legend to sign faces by an

approved screening process in accordance with the reflective sheeting manufacturer’s recommendations. Completed screen surface shall be uniform in color, have sharp edges, be free of bubbles, show good workmanship, and be free of blemishes, streaks, or spotted areas. Screening on sheeting may be accomplished either before or after application of sheeting to panels.

729.04.3 3 Overlay Film: Apply legend to the sign faces by an

approved transparent electronic cuttable overlay film compatible with the reflective sheeting to which it is applied. Apply in accordance with the recommendations of the manufacturer(s) of both the film and the reflective sheeting. Areas covered by film shall have sharp edges, be free of bubbles and blemishes, and show good workmanship.

729.04.4 Packaging : Before being packed, allow signs to dry

according to manufacturer’s recommendations. Slip sheet signs and pack to ensure arrival at their destination in an undamaged condition. Do not allow packaged signs to become wet during storage or shipment.

729.05 CONSTRUCTION R EQUIREMENTS. When requiring

removal of existing signs, coordinate sign removal operations as directed with new sign construction to provide for adequate signing to be in place at all times.

729.05.1 Sign Location : Sign support locations will be as shown

on the plans or as directed by the engineer. After initial staking, obtain the engineer’s approval of sign locations. Sign locations which are obviously improper because of topography, existing appurtenances, or other conflicting conditions will be adjusted to the closest desirable location. Determine post length at the established sign support location. Assure correct orientation, elevation, offset, and leveling of signs.

729.05.2 Sign Positioning :

729.05.2 1 Overhead Signs: Construct signs so that the top edge

panel. Carefully match sign faces comprised of two or more pieces of reflective sheeting for color at the time of sign fabrication to provide uniform appearance and brilliance, both day and night. Apply legend by one of the following methods:

729.04.3 1 Direct Applied: Legend shall be adhesive coated

reflective sheeting as specified in 1015.05 . Apply legend to provide a wrinkle -free surface.

729.04.3 2 Screened: Apply legend to sign faces by an

approved screening process in accordance with the reflective sheeting manufacturer’s recommendations. Completed screen surface shall be uniform in color, have sharp edges, be free of bubbles, show good workmanship, and be free of blemishes, streaks, or spotted areas. Screening on sheeting may be accomplished either before or after application of sheeting to panels.

729.04.3 3 Overlay Film: Apply legend to the sign faces by an

approved transparent electronic cuttable overlay film compatible with the reflective sheeting to which it is applied. Apply in accordance with the recommendations of the manufacturer(s) of both the film and the reflective sheeting. Areas covered by film shall have sharp edges, be free of bubbles and blemishes, and show good workmanship.

729.04.4 Packaging : Before being packed, allow signs to dry

according to manufacturer’s recommendations. Slip sheet signs and pack to ensure arrival at their destination in an undamaged condition. Do not allow packaged signs to become wet during storage or shipment.

729.05 CONSTRUCTION R EQUIREMENTS. When requiring

removal of existing signs, coordinate sign removal operations as directed with new sign construction to provide for adequate signing to be in place at all times.

729.05.1 Sign Location : Sign support locations will be as shown

on the plans or as directed by the engineer. After initial staking, obtain the engineer’s approval of sign locations. Sign locations which are obviously improper because of topography, existing appurtenances, or other conflicting conditions will be adjusted to the closest desirable location. Determine post length at the established sign support location. Assure correct orientation, elevation, offset, and leveling of signs.

729.05.2 Sign Positioning :

729.05.2 1 Overhead Signs: Construct signs so that the top edge

panel. Carefully match sign faces comprised of two or more pieces of reflective sheeting for color at the time of sign fabrication to provide uniform appearance and brilliance, both day and night. Apply legend by one of the following methods:

729.04.3 1 Direct Applied: Legend shall be adhesive coated

reflective sheeting as specified in 1015.05 . Apply legend to provide a wrinkle -free surface.

729.04.3 2 Screened: Apply legend to sign faces by an

approved screening process in accordance with the reflective sheeting manufacturer’s recommendations. Completed screen surface shall be uniform in color, have sharp edges, be free of bubbles, show good workmanship, and be free of blemishes, streaks, or spotted areas. Screening on sheeting may be accomplished either before or after application of sheeting to panels.

729.04.3 3 Overlay Film: Apply legend to the sign faces by an

approved transparent electronic cuttable overlay film compatible with the reflective sheeting to which it is applied. Apply in accordance with the recommendations of the manufacturer(s) of both the film and the reflective sheeting. Areas covered by film shall have sharp edges, be free of bubbles and blemishes, and show good workmanship.

729.04.4 Packaging : Before being packed, allow signs to dry

according to manufacturer’s recommendations. Slip sheet signs and pack to ensure arrival at their destination in an undamaged condition. Do not allow packaged signs to become wet during storage or shipment.

729.05 CONSTRUCTION R EQUIREMENTS. When requiring

removal of existing signs, coordinate sign removal operations as directed with new sign construction to provide for adequate signing to be in place at all times.

729.05.1 Sign Location : Sign support locations will be as shown

on the plans or as directed by the engineer. After initial staking, obtain the engineer’s approval of sign locations. Sign locations which are obviously improper because of topography, existing appurtenances, or other conflicting conditions will be adjusted to the closest desirable location. Determine post length at the established sign support location. Assure correct orientation, elevation, offset, and leveling of signs.

729.05.2 Sign Positioning :

729.05.2 1 Overhead Signs: Construct signs so that the top edge

panel. Carefully match sign faces comprised of two or more pieces of reflective sheeting for color at the time of sign fabrication to provide uniform appearance and brilliance, both day and night. Apply legend by one of the following methods:

729.04.3 1 Direct Applied: Legend shall be adhesive coated

reflective sheeting as specified in 1015.05 . Apply legend to provide a wrinkle -free surface.

729.04.3 2 Screened: Apply legend to sign faces by an

approved screening process in accordance with the reflective sheeting manufacturer’s recommendations. Completed screen surface shall be uniform in color, have sharp edges, be free of bubbles, show good workmanship, and be free of blemishes, streaks, or spotted areas. Screening on sheeting may be accomplished either before or after application of sheeting to panels.

729.04.3 3 Overlay Film: Apply legend to the sign faces by an

approved transparent electronic cuttable overlay film compatible with the reflective sheeting to which it is applied. Apply in accordance with the recommendations of the manufacturer(s) of both the film and the reflective sheeting. Areas covered by film shall have sharp edges, be free of bubbles and blemishes, and show good workmanship.

729.04.4 Packaging : Before being packed, allow signs to dry

according to manufacturer’s recommendations. Slip sheet signs and pack to ensure arrival at their destination in an undamaged condition. Do not allow packaged signs to become wet during storage or shipment.

729.05 CONSTRUCTION R EQUIREMENTS. When requiring

removal of existing signs, coordinate sign removal operations as directed with new sign construction to provide for adequate signing to be in place at all times.

729.05.1 Sign Location : Sign support locations will be as shown

on the plans or as directed by the engineer. After initial staking, obtain the engineer’s approval of sign locations. Sign locations which are obviously improper because of topography, existing appurtenances, or other conflicting conditions will be adjusted to the closest desirable location. Determine post length at the established sign support location. Assure correct orientation, elevation, offset, and leveling of signs.

729.05.2 Sign Positioning :

729.05.2 1 Overhead Signs: Construct signs so that the top edge

panel. Carefully match sign faces comprised of two or more pieces of reflective sheeting for color at the time of sign fabrication to provide uniform appearance and brilliance, both day and night. Apply legend by one of the following methods:

729.04.3 1 Direct Applied: Legend shall be adhesive coated

reflective sheeting as specified in 1015.05 . Apply legend to provide a wrinkle -free surface.

729.04.3 2 Screened: Apply legend to sign faces by an

approved screening process in accordance with the reflective sheeting manufacturer’s recommendations. Completed screen surface shall be uniform in color, have sharp edges, be free of bubbles, show good workmanship, and be free of blemishes, streaks, or spotted areas. Screening on sheeting may be accomplished either before or after application of sheeting to panels.

729.04.3 3 Overlay Film: Apply legend to the sign faces by an

approved transparent electronic cuttable overlay film compatible with the reflective sheeting to which it is applied. Apply in accordance with the recommendations of the manufacturer(s) of both the film and the reflective sheeting. Areas covered by film shall have sharp edges, be free of bubbles and blemishes, and show good workmanship.

729.04.4 Packaging : Before being packed, allow signs to dry

according to manufacturer’s recommendations. Slip sheet signs and pack to ensure arrival at their destination in an undamaged condition. Do not allow packaged signs to become wet during storage or shipment.

729.05 CONSTRUCTION R EQUIREMENTS. When requiring

removal of existing signs, coordinate sign removal operations as directed with new sign construction to provide for adequate signing to be in place at all times.

729.05.1 Sign Location : Sign support locations will be as shown

on the plans or as directed by the engineer. After initial staking, obtain the engineer’s approval of sign locations. Sign locations which are obviously improper because of topography, existing appurtenances, or other conflicting conditions will be adjusted to the closest desirable location. Determine post length at the established sign support location. Assure correct orientation, elevation, offset, and leveling of signs.

729.05.2 Sign Positioning :

729.05.2 1 Overhead Signs: Construct signs so that the top edge

panel. Carefully match sign faces comprised of two or more pieces of reflective sheeting for color at the time of sign fabrication to provide uniform appearance and brilliance, both day and night. Apply legend by one of the following methods:

729.04.3 1 Direct Applied: Legend shall be adhesive coated

reflective sheeting as specified in 1015.05 . Apply legend to provide a wrinkle -free surface.

729.04.3 2 Screened: Apply legend to sign faces by an

approved screening process in accordance with the reflective sheeting manufacturer’s recommendations. Completed screen surface shall be uniform in color, have sharp edges, be free of bubbles, show good workmanship, and be free of blemishes, streaks, or spotted areas. Screening on sheeting may be accomplished either before or after application of sheeting to panels.

729.04.3 3 Overlay Film: Apply legend to the sign faces by an

approved transparent electronic cuttable overlay film compatible with the reflective sheeting to which it is applied. Apply in accordance with the recommendations of the manufacturer(s) of both the film and the reflective sheeting. Areas covered by film shall have sharp edges, be free of bubbles and blemishes, and show good workmanship.

729.04.4 Packaging : Before being packed, allow signs to dry

according to manufacturer’s recommendations. Slip sheet signs and pack to ensure arrival at their destination in an undamaged condition. Do not allow packaged signs to become wet during storage or shipment.

729.05 CONSTRUCTION R EQUIREMENTS. When requiring

removal of existing signs, coordinate sign removal operations as directed with new sign construction to provide for adequate signing to be in place at all times.

729.05.1 Sign Location : Sign support locations will be as shown

on the plans or as directed by the engineer. After initial staking, obtain the engineer’s approval of sign locations. Sign locations which are obviously improper because of topography, existing appurtenances, or other conflicting conditions will be adjusted to the closest desirable location. Determine post length at the established sign support location. Assure correct orientation, elevation, offset, and leveling of signs.

729.05.2 Sign Positioning :

729.05.2 1 Overhead Signs: Construct signs so that the top edge

panel. Carefully match sign faces comprised of two or more pieces of reflective sheeting for color at the time of sign fabrication to provide uniform appearance and brilliance, both day and night. Apply legend by one of the following methods:

729.04.3 1 Direct Applied: Legend shall be adhesive coated

reflective sheeting as specified in 1015.05 . Apply legend to provide a wrinkle -free surface.

729.04.3 2 Screened: Apply legend to sign faces by an

approved screening process in accordance with the reflective sheeting manufacturer’s recommendations. Completed screen surface shall be uniform in color, have sharp edges, be free of bubbles, show good workmanship, and be free of blemishes, streaks, or spotted areas. Screening on sheeting may be accomplished either before or after application of sheeting to panels.

729.04.3 3 Overlay Film: Apply legend to the sign faces by an

approved transparent electronic cuttable overlay film compatible with the reflective sheeting to which it is applied. Apply in accordance with the recommendations of the manufacturer(s) of both the film and the reflective sheeting. Areas covered by film shall have sharp edges, be free of bubbles and blemishes, and show good workmanship.

729.04.4 Packaging : Before being packed, allow signs to dry

according to manufacturer’s recommendations. Slip sheet signs and pack to ensure arrival at their destination in an undamaged condition. Do not allow packaged signs to become wet during storage or shipment.

729.05 CONSTRUCTION R EQUIREMENTS. When requiring

removal of existing signs, coordinate sign removal operations as directed with new sign construction to provide for adequate signing to be in place at all times.

729.05.1 Sign Location : Sign support locations will be as shown

on the plans or as directed by the engineer. After initial staking, obtain the engineer’s approval of sign locations. Sign locations which are obviously improper because of topography, existing appurtenances, or other conflicting conditions will be adjusted to the closest desirable location. Determine post length at the established sign support location. Assure correct orientation, elevation, offset, and leveling of signs.

729.05.2 Sign Positioning :

729.05.2 1 Overhead Signs: Construct signs so that the top edge

panel. Carefully match sign faces comprised of two or more pieces of reflective sheeting for color at the time of sign fabrication to provide uniform appearance and brilliance, both day and night. Apply legend by one of the following methods:

729.04.3 1 Direct Applied: Legend shall be adhesive coated

reflective sheeting as specified in 1015.05 . Apply legend to provide a wrinkle -free surface.

729.04.3 2 Screened: Apply legend to sign faces by an

approved screening process in accordance with the reflective sheeting manufacturer’s recommendations. Completed screen surface shall be uniform in color, have sharp edges, be free of bubbles, show good workmanship, and be free of blemishes, streaks, or spotted areas. Screening on sheeting may be accomplished either before or after application of sheeting to panels.

729.04.3 3 Overlay Film: Apply legend to the sign faces by an

approved transparent electronic cuttable overlay film compatible with the reflective sheeting to which it is applied. Apply in accordance with the recommendations of the manufacturer(s) of both the film and the reflective sheeting. Areas covered by film shall have sharp edges, be free of bubbles and blemishes, and show good workmanship.

729.04.4 Packaging : Before being packed, allow signs to dry

according to manufacturer’s recommendations. Slip sheet signs and pack to ensure arrival at their destination in an undamaged condition. Do not allow packaged signs to become wet during storage or shipment.

729.05 CONSTRUCTION R EQUIREMENTS. When requiring

removal of existing signs, coordinate sign removal operations as directed with new sign construction to provide for adequate signing to be in place at all times.

729.05.1 Sign Location : Sign support locations will be as shown

on the plans or as directed by the engineer. After initial staking, obtain the engineer’s approval of sign locations. Sign locations which are obviously improper because of topography, existing appurtenances, or other conflicting conditions will be adjusted to the closest desirable location. Determine post length at the established sign support location. Assure correct orientation, elevation, offset, and leveling of signs.

729.05.2 Sign Positioning :

729.05.2 1 Overhead Signs: Construct signs so that the top edge

panel. Carefully match sign faces comprised of two or more pieces of reflective sheeting for color at the time of sign fabrication to provide uniform appearance and brilliance, both day and night. Apply legend by one of the following methods:

729.04.3 1 Direct Applied: Legend shall be adhesive coated

reflective sheeting as specified in 1015.05 . Apply legend to provide a wrinkle -free surface.

729.04.3 2 Screened: Apply legend to sign faces by an

approved screening process in accordance with the reflective sheeting manufacturer’s recommendations. Completed screen surface shall be uniform in color, have sharp edges, be free of bubbles, show good workmanship, and be free of blemishes, streaks, or spotted areas. Screening on sheeting may be accomplished either before or after application of sheeting to panels.

729.04.3 3 Overlay Film: Apply legend to the sign faces by an

approved transparent electronic cuttable overlay film compatible with the reflective sheeting to which it is applied. Apply in accordance with the recommendations of the manufacturer(s) of both the film and the reflective sheeting. Areas covered by film shall have sharp edges, be free of bubbles and blemishes, and show good workmanship.

729.04.4 Packaging : Before being packed, allow signs to dry

according to manufacturer’s recommendations. Slip sheet signs and pack to ensure arrival at their destination in an undamaged condition. Do not allow packaged signs to become wet during storage or shipment.

729.05 CONSTRUCTION R EQUIREMENTS. When requiring

removal of existing signs, coordinate sign removal operations as directed with new sign construction to provide for adequate signing to be in place at all times.

729.05.1 Sign Location : Sign support locations will be as shown

on the plans or as directed by the engineer. After initial staking, obtain the engineer’s approval of sign locations. Sign locations which are obviously improper because of topography, existing appurtenances, or other conflicting conditions will be adjusted to the closest desirable location. Determine post length at the established sign support location. Assure correct orientation, elevation, offset, and leveling of signs.

729.05.2 Sign Positioning :

729.05.2 1 Overhead Signs: Construct signs so that the top edge

of the sign face is tilted towards oncoming traffic 3 degrees (approximately 1:20) from vertical and at right angles to the road, unless otherwise directed.

729.05.2 2 Road Edge Signs: Construct road edge signs with

sign faces vertical. Place sign faces located less than 30 feet from the edge of travel lane at a 93 degree angle from the center of the travel lane. Place sign faces located 30 feet or more from the edge of the travel lane at an 87 degree angle from the center of the travel lane. Where the lanes divide or are on curves or grades, orient sign faces to be most effective both day and night avoiding specular reflection.

729.05.2 3 Delineator and Object Marker Assemblies: Place

these assemblies at least 24 inches beyond the outer edge of roadway shoulder, 24 inches beyond the face of curb, or in the line of guard rail.

729.05.2 4 Milepost Assemblies: Place these assemblies at

least 6 feet beyond the outer edge of roadway shoulder.

729.05.2 5 Vertical and Horizontal Clearances: Vertical and

horizontal clearances shall be in accordance with the MUTCD and as shown on the plans.

729.05.3 Sign Overlay Panels : When specified by the DOTD Sign

Inspection Team, existing signs may be overlaid with new sign panels placed over the existing sign face. No partially overlaid signs shall be allowed to remain expose d overnight. Only one overlay shall be placed on a sign. When an overlay is to be placed on an existing overlaid sign, the previous overlay shall be removed prior to placement of the new overlay. Overlay panels shall conform to 729.04 . Raised legends shall be removed from the existing sign face prior to placing the overlay panel. The size of the overlay panel shall not exceed the size of existing sign panel by more than 3 inches on any side. Overlay panels shall be attached to the existing sign with rivets complying with Subsection 1015.02 . Rivets shall be placed on 12 -inch centers (maximum) along the perimeter of panel and at panel splices, and on 24 -inch centers (maximum) both vertically and horizontally in interior portions of each panel. Rivets shall be centered horizontally on panels less than 24 inches wide. A 4 -inch x 4-inch shim with a nominal 0.080 -inch thick aluminum plate shall be placed between existing panel and overlay panel at interior rivet locations. Shims cut from salvaged sign panels may be used. The existing sign panels shall be kept reasonably fla t during installation of the overlay panels. Splice arrangement for overlay panels shall conform to the requirements for traffic sign blanks. of the sign face is tilted towards oncoming traffic 3 degrees (approximately 1:20) from vertical and at right angles to the road, unless otherwise directed.

729.05.2 2 Road Edge Signs: Construct road edge signs with

sign faces vertical. Place sign faces located less than 30 feet from the edge of travel lane at a 93 degree angle from the center of the travel lane. Place sign faces located 30 feet or more from the edge of the travel lane at an 87 degree angle from the center of the travel lane. Where the lanes divide or are on curves or grades, orient sign faces to be most effective both day and night avoiding specular reflection.

729.05.2 3 Delineator and Object Marker Assemblies: Place

these assemblies at least 24 inches beyond the outer edge of roadway shoulder, 24 inches beyond the face of curb, or in the line of guard rail.

729.05.2 4 Milepost Assemblies: Place these assemblies at

least 6 feet beyond the outer edge of roadway shoulder.

729.05.2 5 Vertical and Horizontal Clearances: Vertical and

horizontal clearances shall be in accordance with the MUTCD and as shown on the plans.

729.05.3 Sign Overlay Panels : When specified by the DOTD Sign

Inspection Team, existing signs may be overlaid with new sign panels placed over the existing sign face. No partially overlaid signs shall be allowed to remain expose d overnight. Only one overlay shall be placed on a sign. When an overlay is to be placed on an existing overlaid sign, the previous overlay shall be removed prior to placement of the new overlay. Overlay panels shall conform to 729.04 . Raised legends shall be removed from the existing sign face prior to placing the overlay panel. The size of the overlay panel shall not exceed the size of existing sign panel by more than 3 inches on any side. Overlay panels shall be attached to the existing sign with rivets complying with Subsection 1015.02 . Rivets shall be placed on 12 -inch centers (maximum) along the perimeter of panel and at panel splices, and on 24 -inch centers (maximum) both vertically and horizontally in interior portions of each panel. Rivets shall be centered horizontally on panels less than 24 inches wide. A 4 -inch x 4-inch shim with a nominal 0.080 -inch thick aluminum plate shall be placed between existing panel and overlay panel at interior rivet locations. Shims cut from salvaged sign panels may be used. The existing sign panels shall be kept reasonably fla t during installation of the overlay panels. Splice arrangement for overlay panels shall conform to the requirements for traffic sign blanks. of the sign face is tilted towards oncoming traffic 3 degrees (approximately 1:20) from vertical and at right angles to the road, unless otherwise directed.

729.05.2 2 Road Edge Signs: Construct road edge signs with

sign faces vertical. Place sign faces located less than 30 feet from the edge of travel lane at a 93 degree angle from the center of the travel lane. Place sign faces located 30 feet or more from the edge of the travel lane at an 87 degree angle from the center of the travel lane. Where the lanes divide or are on curves or grades, orient sign faces to be most effective both day and night avoiding specular reflection.

729.05.2 3 Delineator and Object Marker Assemblies: Place

these assemblies at least 24 inches beyond the outer edge of roadway shoulder, 24 inches beyond the face of curb, or in the line of guard rail.

729.05.2 4 Milepost Assemblies: Place these assemblies at

least 6 feet beyond the outer edge of roadway shoulder.

729.05.2 5 Vertical and Horizontal Clearances: Vertical and

horizontal clearances shall be in accordance with the MUTCD and as shown on the plans.

729.05.3 Sign Overlay Panels : When specified by the DOTD Sign

Inspection Team, existing signs may be overlaid with new sign panels placed over the existing sign face. No partially overlaid signs shall be allowed to remain expose d overnight. Only one overlay shall be placed on a sign. When an overlay is to be placed on an existing overlaid sign, the previous overlay shall be removed prior to placement of the new overlay. Overlay panels shall conform to 729.04 . Raised legends shall be removed from the existing sign face prior to placing the overlay panel. The size of the overlay panel shall not exceed the size of existing sign panel by more than 3 inches on any side. Overlay panels shall be attached to the existing sign with rivets complying with Subsection 1015.02 . Rivets shall be placed on 12 -inch centers (maximum) along the perimeter of panel and at panel splices, and on 24 -inch centers (maximum) both vertically and horizontally in interior portions of each panel. Rivets shall be centered horizontally on panels less than 24 inches wide. A 4 -inch x 4-inch shim with a nominal 0.080 -inch thick aluminum plate shall be placed between existing panel and overlay panel at interior rivet locations. Shims cut from salvaged sign panels may be used. The existing sign panels shall be kept reasonably fla t during installation of the overlay panels. Splice arrangement for overlay panels shall conform to the requirements for traffic sign blanks. of the sign face is tilted towards oncoming traffic 3 degrees (approximately 1:20) from vertical and at right angles to the road, unless otherwise directed.

729.05.2 2 Road Edge Signs: Construct road edge signs with

sign faces vertical. Place sign faces located less than 30 feet from the edge of travel lane at a 93 degree angle from the center of the travel lane. Place sign faces located 30 feet or more from the edge of the travel lane at an 87 degree angle from the center of the travel lane. Where the lanes divide or are on curves or grades, orient sign faces to be most effective both day and night avoiding specular reflection.

729.05.2 3 Delineator and Object Marker Assemblies: Place

these assemblies at least 24 inches beyond the outer edge of roadway shoulder, 24 inches beyond the face of curb, or in the line of guard rail.

729.05.2 4 Milepost Assemblies: Place these assemblies at

least 6 feet beyond the outer edge of roadway shoulder.

729.05.2 5 Vertical and Horizontal Clearances: Vertical and

horizontal clearances shall be in accordance with the MUTCD and as shown on the plans.

729.05.3 Sign Overlay Panels : When specified by the DOTD Sign

Inspection Team, existing signs may be overlaid with new sign panels placed over the existing sign face. No partially overlaid signs shall be allowed to remain expose d overnight. Only one overlay shall be placed on a sign. When an overlay is to be placed on an existing overlaid sign, the previous overlay shall be removed prior to placement of the new overlay. Overlay panels shall conform to 729.04 . Raised legends shall be removed from the existing sign face prior to placing the overlay panel. The size of the overlay panel shall not exceed the size of existing sign panel by more than 3 inches on any side. Overlay panels shall be attached to the existing sign with rivets complying with Subsection 1015.02 . Rivets shall be placed on 12 -inch centers (maximum) along the perimeter of panel and at panel splices, and on 24 -inch centers (maximum) both vertically and horizontally in interior portions of each panel. Rivets shall be centered horizontally on panels less than 24 inches wide. A 4 -inch x 4-inch shim with a nominal 0.080 -inch thick aluminum plate shall be placed between existing panel and overlay panel at interior rivet locations. Shims cut from salvaged sign panels may be used. The existing sign panels shall be kept reasonably fla t during installation of the overlay panels. Splice arrangement for overlay panels shall conform to the requirements for traffic sign blanks. of the sign face is tilted towards oncoming traffic 3 degrees (approximately 1:20) from vertical and at right angles to the road, unless otherwise directed.

729.05.2 2 Road Edge Signs: Construct road edge signs with

sign faces vertical. Place sign faces located less than 30 feet from the edge of travel lane at a 93 degree angle from the center of the travel lane. Place sign faces located 30 feet or more from the edge of the travel lane at an 87 degree angle from the center of the travel lane. Where the lanes divide or are on curves or grades, orient sign faces to be most effective both day and night avoiding specular reflection.

729.05.2 3 Delineator and Object Marker Assemblies: Place

these assemblies at least 24 inches beyond the outer edge of roadway shoulder, 24 inches beyond the face of curb, or in the line of guard rail.

729.05.2 4 Milepost Assemblies: Place these assemblies at

least 6 feet beyond the outer edge of roadway shoulder.

729.05.2 5 Vertical and Horizontal Clearances: Vertical and

horizontal clearances shall be in accordance with the MUTCD and as shown on the plans.

729.05.3 Sign Overlay Panels : When specified by the DOTD Sign

Inspection Team, existing signs may be overlaid with new sign panels placed over the existing sign face. No partially overlaid signs shall be allowed to remain expose d overnight. Only one overlay shall be placed on a sign. When an overlay is to be placed on an existing overlaid sign, the previous overlay shall be removed prior to placement of the new overlay. Overlay panels shall conform to 729.04 . Raised legends shall be removed from the existing sign face prior to placing the overlay panel. The size of the overlay panel shall not exceed the size of existing sign panel by more than 3 inches on any side. Overlay panels shall be attached to the existing sign with rivets complying with Subsection 1015.02 . Rivets shall be placed on 12 -inch centers (maximum) along the perimeter of panel and at panel splices, and on 24 -inch centers (maximum) both vertically and horizontally in interior portions of each panel. Rivets shall be centered horizontally on panels less than 24 inches wide. A 4 -inch x 4-inch shim with a nominal 0.080 -inch thick aluminum plate shall be placed between existing panel and overlay panel at interior rivet locations. Shims cut from salvaged sign panels may be used. The existing sign panels shall be kept reasonably fla t during installation of the overlay panels. Splice arrangement for overlay panels shall conform to the requirements for traffic sign blanks. of the sign face is tilted towards oncoming traffic 3 degrees (approximately 1:20) from vertical and at right angles to the road, unless otherwise directed.

729.05.2 2 Road Edge Signs: Construct road edge signs with

sign faces vertical. Place sign faces located less than 30 feet from the edge of travel lane at a 93 degree angle from the center of the travel lane. Place sign faces located 30 feet or more from the edge of the travel lane at an 87 degree angle from the center of the travel lane. Where the lanes divide or are on curves or grades, orient sign faces to be most effective both day and night avoiding specular reflection.

729.05.2 3 Delineator and Object Marker Assemblies: Place

these assemblies at least 24 inches beyond the outer edge of roadway shoulder, 24 inches beyond the face of curb, or in the line of guard rail.

729.05.2 4 Milepost Assemblies: Place these assemblies at

least 6 feet beyond the outer edge of roadway shoulder.

729.05.2 5 Vertical and Horizontal Clearances: Vertical and

horizontal clearances shall be in accordance with the MUTCD and as shown on the plans.

729.05.3 Sign Overlay Panels : When specified by the DOTD Sign

Inspection Team, existing signs may be overlaid with new sign panels placed over the existing sign face. No partially overlaid signs shall be allowed to remain expose d overnight. Only one overlay shall be placed on a sign. When an overlay is to be placed on an existing overlaid sign, the previous overlay shall be removed prior to placement of the new overlay. Overlay panels shall conform to 729.04 . Raised legends shall be removed from the existing sign face prior to placing the overlay panel. The size of the overlay panel shall not exceed the size of existing sign panel by more than 3 inches on any side. Overlay panels shall be attached to the existing sign with rivets complying with Subsection 1015.02 . Rivets shall be placed on 12 -inch centers (maximum) along the perimeter of panel and at panel splices, and on 24 -inch centers (maximum) both vertically and horizontally in interior portions of each panel. Rivets shall be centered horizontally on panels less than 24 inches wide. A 4 -inch x 4-inch shim with a nominal 0.080 -inch thick aluminum plate shall be placed between existing panel and overlay panel at interior rivet locations. Shims cut from salvaged sign panels may be used. The existing sign panels shall be kept reasonably fla t during installation of the overlay panels. Splice arrangement for overlay panels shall conform to the requirements for traffic sign blanks.

729.05.4 Recycled Aluminum Panels and Blanks : Recycled

aluminum sign panels will be allowed for installation in accorda nce with the following requirements. Recycled sign panels shall be the same alloy and temper required for new sign panels specified in Section 1015 . They shall be free of corrosion and white rust and shall meet the required tolerances for flatness and thickness for new sign panels. The process for removing the old reflectorized or non- reflectorized sheeting shall not damage the chromate coating. Smelting, sanding, and chemical stripping processes for recycling will not be allowed. Recycled signs will be inspected, sampled, and tested in accordance with current Departmental policy, except certified test reports will not be required. Furnish a materials guaranty that the materials conform to the requirements for recycling the sign panels. Each such panel must be labeled on the back as recycled and label shall be legible from the ground.

729.05.5 Excavation and Backfill : The contractor shall perform

excavation for sign installation to levels and dimensions shown on the plans, or as directed. Perform excavation and backfill operations in accordance with Section 802 .

729.05.6 Footings : Foundation piles, concrete, reinforcing steel,

and anchor bolt assemblies shall comply with Section 804 , Section 805 , Section 806 , and Section 807 . See DOTD Roadside Traffic Sign Standard Details for stub heights. Drive posts for ground mounted delineator, object marker, and milepost assemblies; no footings will be required.

729.05.7 Bolt Tensioning : Assemble slip plates for breakaway sign

posts in the shop with high strength bolts tightened at a minimum bolt tension in accordance with 807.05 . After field installation, tighten high strength bolts in the breakaway base connection to the specified minimum bolt tension. The bolt tension in both the slip plate connection and the breakaway base connection will be checked by the engineer . Correct bolt tensioning as required.

729.05.8 Cleaning and Clearing : Prior to erection, clean sign

faces to allow adequate visibility of the sign. Any clearing or tree trimming required to provide for full sign visibility shall be in accordance with the plans, 729.08.9 , or as directed.

729.05.9 U-Channel Posts : Drive U -channel posts for ground

mounted small signs, markers, and delineators verticall y to a minimum

729.05.4 Recycled Aluminum Panels and Blanks : Recycled

aluminum sign panels will be allowed for installation in accorda nce with the following requirements. Recycled sign panels shall be the same alloy and temper required for new sign panels specified in Section 1015 . They shall be free of corrosion and white rust and shall meet the required tolerances for flatness and thickness for new sign panels. The process for removing the old reflectorized or non- reflectorized sheeting shall not damage the chromate coating. Smelting, sanding, and chemical stripping processes for recycling will not be allowed. Recycled signs will be inspected, sampled, and tested in accordance with current Departmental policy, except certified test reports will not be required. Furnish a materials guaranty that the materials conform to the requirements for recycling the sign panels. Each such panel must be labeled on the back as recycled and label shall be legible from the ground.

729.05.5 Excavation and Backfill : The contractor shall perform

excavation for sign installation to levels and dimensions shown on the plans, or as directed. Perform excavation and backfill operations in accordance with Section 802 .

729.05.6 Footings : Foundation piles, concrete, reinforcing steel,

and anchor bolt assemblies shall comply with Section 804 , Section 805 , Section 806 , and Section 807 . See DOTD Roadside Traffic Sign Standard Details for stub heights. Drive posts for ground mounted delineator, object marker, and milepost assemblies; no footings will be required.

729.05.7 Bolt Tensioning : Assemble slip plates for breakaway sign

posts in the shop with high strength bolts tightened at a minimum bolt tension in accordance with 807.05 . After field installation, tighten high strength bolts in the breakaway base connection to the specified minimum bolt tension. The bolt tension in both the slip plate connection and the breakaway base connection will be checked by the engineer . Correct bolt tensioning as required.

729.05.8 Cleaning and Clearing : Prior to erection, clean sign

faces to allow adequate visibility of the sign. Any clearing or tree trimming required to provide for full sign visibility shall be in accordance with the plans, 729.08.9 , or as directed.

729.05.9 U-Channel Posts : Drive U -channel posts for ground

mounted small signs, markers, and delineators verticall y to a minimum

729.05.4 Recycled Aluminum Panels and Blanks : Recycled

aluminum sign panels will be allowed for installation in accorda nce with the following requirements. Recycled sign panels shall be the same alloy and temper required for new sign panels specified in Section 1015 . They shall be free of corrosion and white rust and shall meet the required tolerances for flatness and thickness for new sign panels. The process for removing the old reflectorized or non- reflectorized sheeting shall not damage the chromate coating. Smelting, sanding, and chemical stripping processes for recycling will not be allowed. Recycled signs will be inspected, sampled, and tested in accordance with current Departmental policy, except certified test reports will not be required. Furnish a materials guaranty that the materials conform to the requirements for recycling the sign panels. Each such panel must be labeled on the back as recycled and label shall be legible from the ground.

729.05.5 Excavation and Backfill : The contractor shall perform

excavation for sign installation to levels and dimensions shown on the plans, or as directed. Perform excavation and backfill operations in accordance with Section 802 .

729.05.6 Footings : Foundation piles, concrete, reinforcing steel,

and anchor bolt assemblies shall comply with Section 804 , Section 805 , Section 806 , and Section 807 . See DOTD Roadside Traffic Sign Standard Details for stub heights. Drive posts for ground mounted delineator, object marker, and milepost assemblies; no footings will be required.

729.05.7 Bolt Tensioning : Assemble slip plates for breakaway sign

posts in the shop with high strength bolts tightened at a minimum bolt tension in accordance with 807.05 . After field installation, tighten high strength bolts in the breakaway base connection to the specified minimum bolt tension. The bolt tension in both the slip plate connection and the breakaway base connection will be checked by the engineer . Correct bolt tensioning as required.

729.05.8 Cleaning and Clearing : Prior to erection, clean sign

faces to allow adequate visibility of the sign. Any clearing or tree trimming required to provide for full sign visibility shall be in accordance with the plans, 729.08.9 , or as directed.

729.05.9 U-Channel Posts : Drive U -channel posts for ground

mounted small signs, markers, and delineators verticall y to a minimum

729.05.4 Recycled Aluminum Panels and Blanks : Recycled

aluminum sign panels will be allowed for installation in accorda nce with the following requirements. Recycled sign panels shall be the same alloy and temper required for new sign panels specified in Section 1015 . They shall be free of corrosion and white rust and shall meet the required tolerances for flatness and thickness for new sign panels. The process for removing the old reflectorized or non- reflectorized sheeting shall not damage the chromate coating. Smelting, sanding, and chemical stripping processes for recycling will not be allowed. Recycled signs will be inspected, sampled, and tested in accordance with current Departmental policy, except certified test reports will not be required. Furnish a materials guaranty that the materials conform to the requirements for recycling the sign panels. Each such panel must be labeled on the back as recycled and label shall be legible from the ground.

729.05.5 Excavation and Backfill : The contractor shall perform

excavation for sign installation to levels and dimensions shown on the plans, or as directed. Perform excavation and backfill operations in accordance with Section 802 .

729.05.6 Footings : Foundation piles, concrete, reinforcing steel,

and anchor bolt assemblies shall comply with Section 804 , Section 805 , Section 806 , and Section 807 . See DOTD Roadside Traffic Sign Standard Details for stub heights. Drive posts for ground mounted delineator, object marker, and milepost assemblies; no footings will be required.

729.05.7 Bolt Tensioning : Assemble slip plates for breakaway sign

posts in the shop with high strength bolts tightened at a minimum bolt tension in accordance with 807.05 . After field installation, tighten high strength bolts in the breakaway base connection to the specified minimum bolt tension. The bolt tension in both the slip plate connection and the breakaway base connection will be checked by the engineer . Correct bolt tensioning as required.

729.05.8 Cleaning and Clearing : Prior to erection, clean sign

faces to allow adequate visibility of the sign. Any clearing or tree trimming required to provide for full sign visibility shall be in accordance with the plans, 729.08.9 , or as directed.

729.05.9 U-Channel Posts : Drive U -channel posts for ground

mounted small signs, markers, and delineators verticall y to a minimum

729.05.4 Recycled Aluminum Panels and Blanks : Recycled

aluminum sign panels will be allowed for installation in accorda nce with the following requirements. Recycled sign panels shall be the same alloy and temper required for new sign panels specified in Section 1015 . They shall be free of corrosion and white rust and shall meet the required tolerances for flatness and thickness for new sign panels. The process for removing the old reflectorized or non- reflectorized sheeting shall not damage the chromate coating. Smelting, sanding, and chemical stripping processes for recycling will not be allowed. Recycled signs will be inspected, sampled, and tested in accordance with current Departmental policy, except certified test reports will not be required. Furnish a materials guaranty that the materials conform to the requirements for recycling the sign panels. Each such panel must be labeled on the back as recycled and label shall be legible from the ground.

729.05.5 Excavation and Backfill : The contractor shall perform

excavation for sign installation to levels and dimensions shown on the plans, or as directed. Perform excavation and backfill operations in accordance with Section 802 .

729.05.6 Footings : Foundation piles, concrete, reinforcing steel,

and anchor bolt assemblies shall comply with Section 804 , Section 805 , Section 806 , and Section 807 . See DOTD Roadside Traffic Sign Standard Details for stub heights. Drive posts for ground mounted delineator, object marker, and milepost assemblies; no footings will be required.

729.05.7 Bolt Tensioning : Assemble slip plates for breakaway sign

posts in the shop with high strength bolts tightened at a minimum bolt tension in accordance with 807.05 . After field installation, tighten high strength bolts in the breakaway base connection to the specified minimum bolt tension. The bolt tension in both the slip plate connection and the breakaway base connection will be checked by the engineer . Correct bolt tensioning as required.

729.05.8 Cleaning and Clearing : Prior to erection, clean sign

faces to allow adequate visibility of the sign. Any clearing or tree trimming required to provide for full sign visibility shall be in accordance with the plans, 729.08.9 , or as directed.

729.05.9 U-Channel Posts : Drive U -channel posts for ground

mounted small signs, markers, and delineators verticall y to a minimum

729.05.4 Recycled Aluminum Panels and Blanks : Recycled

aluminum sign panels will be allowed for installation in accorda nce with the following requirements. Recycled sign panels shall be the same alloy and temper required for new sign panels specified in Section 1015 . They shall be free of corrosion and white rust and shall meet the required tolerances for flatness and thickness for new sign panels. The process for removing the old reflectorized or non- reflectorized sheeting shall not damage the chromate coating. Smelting, sanding, and chemical stripping processes for recycling will not be allowed. Recycled signs will be inspected, sampled, and tested in accordance with current Departmental policy, except certified test reports will not be required. Furnish a materials guaranty that the materials conform to the requirements for recycling the sign panels. Each such panel must be labeled on the back as recycled and label shall be legible from the ground.

729.05.5 Excavation and Backfill : The contractor shall perform

excavation for sign installation to levels and dimensions shown on the plans, or as directed. Perform excavation and backfill operations in accordance with Section 802 .

729.05.6 Footings : Foundation piles, concrete, reinforcing steel,

and anchor bolt assemblies shall comply with Section 804 , Section 805 , Section 806 , and Section 807 . See DOTD Roadside Traffic Sign Standard Details for stub heights. Drive posts for ground mounted delineator, object marker, and milepost assemblies; no footings will be required.

729.05.7 Bolt Tensioning : Assemble slip plates for breakaway sign

posts in the shop with high strength bolts tightened at a minimum bolt tension in accordance with 807.05 . After field installation, tighten high strength bolts in the breakaway base connection to the specified minimum bolt tension. The bolt tension in both the slip plate connection and the breakaway base connection will be checked by the engineer . Correct bolt tensioning as required.

729.05.8 Cleaning and Clearing : Prior to erection, clean sign

faces to allow adequate visibility of the sign. Any clearing or tree trimming required to provide for full sign visibility shall be in accordance with the plans, 729.08.9 , or as directed.

729.05.9 U-Channel Posts : Drive U -channel posts for ground

mounted small signs, markers, and delineators verticall y to a minimum

729.05.4 Recycled Aluminum Panels and Blanks : Recycled

aluminum sign panels will be allowed for installation in accorda nce with the following requirements. Recycled sign panels shall be the same alloy and temper required for new sign panels specified in Section 1015 . They shall be free of corrosion and white rust and shall meet the required tolerances for flatness and thickness for new sign panels. The process for removing the old reflectorized or non- reflectorized sheeting shall not damage the chromate coating. Smelting, sanding, and chemical stripping processes for recycling will not be allowed. Recycled signs will be inspected, sampled, and tested in accordance with current Departmental policy, except certified test reports will not be required. Furnish a materials guaranty that the materials conform to the requirements for recycling the sign panels. Each such panel must be labeled on the back as recycled and label shall be legible from the ground.

729.05.5 Excavation and Backfill : The contractor shall perform

excavation for sign installation to levels and dimensions shown on the plans, or as directed. Perform excavation and backfill operations in accordance with Section 802 .

729.05.6 Footings : Foundation piles, concrete, reinforcing steel,

and anchor bolt assemblies shall comply with Section 804 , Section 805 , Section 806 , and Section 807 . See DOTD Roadside Traffic Sign Standard Details for stub heights. Drive posts for ground mounted delineator, object marker, and milepost assemblies; no footings will be required.

729.05.7 Bolt Tensioning : Assemble slip plates for breakaway sign

posts in the shop with high strength bolts tightened at a minimum bolt tension in accordance with 807.05 . After field installation, tighten high strength bolts in the breakaway base connection to the specified minimum bolt tension. The bolt tension in both the slip plate connection and the breakaway base connection will be checked by the engineer . Correct bolt tensioning as required.

729.05.8 Cleaning and Clearing : Prior to erection, clean sign

faces to allow adequate visibility of the sign. Any clearing or tree trimming required to provide for full sign visibility shall be in accordance with the plans, 729.08.9 , or as directed.

729.05.9 U-Channel Posts : Drive U -channel posts for ground

mounted small signs, markers, and delineators verticall y to a minimum depth of 3 feet below natural ground using a suitable protective driving cap. U-channel posts may be spliced where long lengths are required. The upper section shall overlap the lower section by at least 24 inches . The bottom edge of the upper section of the splice shall be a minimum of 24 inches above the ground. Secure the spliced sections with at least four 5/16 inch diameter hex head bolts spaced equally along the splice. Splicing of U-channel posts will not be allowed when break -away footings are required.

729.05.10 Square Posts : Install square tubing posts with a break

away as shown in the DOTD Roadside Traffic Sign Standard Details.

729.06 DEAD END ROAD INSTAL LATIONS. Dead end road

installations shall be of the specified type and located as shown on the plans. Construct timber barricade type installations in accordance with Section 812 and as follows. Set timber piling in full depth holes and backfill as directed or drive to required depth. Drive steel posts for other type installations with a suitable protective cap. Piles and posts shall be vertical. Construct guard rail in accordance with Section 704 .

729.07 ACCEPTANCE OF SIGNS. After the installation of signs is

complete, the Department’ s Sign Inspection Team will perform an inspection to ensure conformance with applicable plans, standard s and project specifications. When specular reflection is apparent on any sign, adjust its positioning to eliminate the condition. Follow -up inspections may be conducted prior to acceptance, at the discretion of the Department’s Sign Inspection Team. Clean signs before the time of inspection. Reflective sheeting shall be free of cuts, scratches, breaks, or other defects which might allow moisture to infiltrate and damage reflective cells. Replace or repair nonstandard or otherwise unacceptable signs and traffic control devices as directed. Correct damage that is discovered at the time of the sign inspection. In lieu of removing and replacing new sign faces that have been rejected, use sign overlay panels or recycled panels complying with 729.05.3 and Section 1015 to correct the deficiencies at no cost to the Department.

729.08 Measurement.

729.08.1 Sign Faces and Overlay Panels : Quantities for

payment will be the design areas in square feet of sign faces as specified on depth of 3 feet below natural ground using a suitable protective driving cap. U-channel posts may be spliced where long lengths are required. The upper section shall overlap the lower section by at least 24 inches . The bottom edge of the upper section of the splice shall be a minimum of 24 inches above the ground. Secure the spliced sections with at least four 5/16 inch diameter hex head bolts spaced equally along the splice. Splicing of U-channel posts will not be allowed when break -away footings are required.

729.05.10 Square Posts : Install square tubing posts with a break

away as shown in the DOTD Roadside Traffic Sign Standard Details.

729.06 DEAD END ROAD INSTAL LATIONS. Dead end road

installations shall be of the specified type and located as shown on the plans. Construct timber barricade type installations in accordance with Section 812 and as follows. Set timber piling in full depth holes and backfill as directed or drive to required depth. Drive steel posts for other type installations with a suitable protective cap. Piles and posts shall be vertical. Construct guard rail in accordance with Section 704 .

729.07 ACCEPTANCE OF SIGNS. After the installation of signs is

complete, the Department’ s Sign Inspection Team will perform an inspection to ensure conformance with applicable plans, standard s and project specifications. When specular reflection is apparent on any sign, adjust its positioning to eliminate the condition. Follow -up inspections may be conducted prior to acceptance, at the discretion of the Department’s Sign Inspection Team. Clean signs before the time of inspection. Reflective sheeting shall be free of cuts, scratches, breaks, or other defects which might allow moisture to infiltrate and damage reflective cells. Replace or repair nonstandard or otherwise unacceptable signs and traffic control devices as directed. Correct damage that is discovered at the time of the sign inspection. In lieu of removing and replacing new sign faces that have been rejected, use sign overlay panels or recycled panels complying with 729.05.3 and Section 1015 to correct the deficiencies at no cost to the Department.

729.08 Measurement.

729.08.1 Sign Faces and Overlay Panels : Quantities for

payment will be the design areas in square feet of sign faces as specified on depth of 3 feet below natural ground using a suitable protective driving cap. U-channel posts may be spliced where long lengths are required. The upper section shall overlap the lower section by at least 24 inches . The bottom edge of the upper section of the splice shall be a minimum of 24 inches above the ground. Secure the spliced sections with at least four 5/16 inch diameter hex head bolts spaced equally along the splice. Splicing of U-channel posts will not be allowed when break -away footings are required.

729.05.10 Square Posts : Install square tubing posts with a break

away as shown in the DOTD Roadside Traffic Sign Standard Details.

729.06 DEAD END ROAD INSTAL LATIONS. Dead end road

installations shall be of the specified type and located as shown on the plans. Construct timber barricade type installations in accordance with Section 812 and as follows. Set timber piling in full depth holes and backfill as directed or drive to required depth. Drive steel posts for other type installations with a suitable protective cap. Piles and posts shall be vertical. Construct guard rail in accordance with Section 704 .

729.07 ACCEPTANCE OF SIGNS. After the installation of signs is

complete, the Department’ s Sign Inspection Team will perform an inspection to ensure conformance with applicable plans, standard s and project specifications. When specular reflection is apparent on any sign, adjust its positioning to eliminate the condition. Follow -up inspections may be conducted prior to acceptance, at the discretion of the Department’s Sign Inspection Team. Clean signs before the time of inspection. Reflective sheeting shall be free of cuts, scratches, breaks, or other defects which might allow moisture to infiltrate and damage reflective cells. Replace or repair nonstandard or otherwise unacceptable signs and traffic control devices as directed. Correct damage that is discovered at the time of the sign inspection. In lieu of removing and replacing new sign faces that have been rejected, use sign overlay panels or recycled panels complying with 729.05.3 and Section 1015 to correct the deficiencies at no cost to the Department.

729.08 Measurement.

729.08.1 Sign Faces and Overlay Panels : Quantities for

payment will be the design areas in square feet of sign faces as specified on depth of 3 feet below natural ground using a suitable protective driving cap. U-channel posts may be spliced where long lengths are required. The upper section shall overlap the lower section by at least 24 inches . The bottom edge of the upper section of the splice shall be a minimum of 24 inches above the ground. Secure the spliced sections with at least four 5/16 inch diameter hex head bolts spaced equally along the splice. Splicing of U-channel posts will not be allowed when break -away footings are required.

729.05.10 Square Posts : Install square tubing posts with a break

away as shown in the DOTD Roadside Traffic Sign Standard Details.

729.06 DEAD END ROAD INSTAL LATIONS. Dead end road

installations shall be of the specified type and located as shown on the plans. Construct timber barricade type installations in accordance with Section 812 and as follows. Set timber piling in full depth holes and backfill as directed or drive to required depth. Drive steel posts for other type installations with a suitable protective cap. Piles and posts shall be vertical. Construct guard rail in accordance with Section 704 .

729.07 ACCEPTANCE OF SIGNS. After the installation of signs is

complete, the Department’ s Sign Inspection Team will perform an inspection to ensure conformance with applicable plans, standard s and project specifications. When specular reflection is apparent on any sign, adjust its positioning to eliminate the condition. Follow -up inspections may be conducted prior to acceptance, at the discretion of the Department’s Sign Inspection Team. Clean signs before the time of inspection. Reflective sheeting shall be free of cuts, scratches, breaks, or other defects which might allow moisture to infiltrate and damage reflective cells. Replace or repair nonstandard or otherwise unacceptable signs and traffic control devices as directed. Correct damage that is discovered at the time of the sign inspection. In lieu of removing and replacing new sign faces that have been rejected, use sign overlay panels or recycled panels complying with 729.05.3 and Section 1015 to correct the deficiencies at no cost to the Department.

729.08 Measurement.

729.08.1 Sign Faces and Overlay Panels : Quantities for

payment will be the design areas in square feet of sign faces as specified on depth of 3 feet below natural ground using a suitable protective driving cap. U-channel posts may be spliced where long lengths are required. The upper section shall overlap the lower section by at least 24 inches . The bottom edge of the upper section of the splice shall be a minimum of 24 inches above the ground. Secure the spliced sections with at least four 5/16 inch diameter hex head bolts spaced equally along the splice. Splicing of U-channel posts will not be allowed when break -away footings are required.

729.05.10 Square Posts : Install square tubing posts with a break

away as shown in the DOTD Roadside Traffic Sign Standard Details.

729.06 DEAD END ROAD INSTAL LATIONS. Dead end road

installations shall be of the specified type and located as shown on the plans. Construct timber barricade type installations in accordance with Section 812 and as follows. Set timber piling in full depth holes and backfill as directed or drive to required depth. Drive steel posts for other type installations with a suitable protective cap. Piles and posts shall be vertical. Construct guard rail in accordance with Section 704 .

729.07 ACCEPTANCE OF SIGNS. After the installation of signs is

complete, the Department’ s Sign Inspection Team will perform an inspection to ensure conformance with applicable plans, standard s and project specifications. When specular reflection is apparent on any sign, adjust its positioning to eliminate the condition. Follow -up inspections may be conducted prior to acceptance, at the discretion of the Department’s Sign Inspection Team. Clean signs before the time of inspection. Reflective sheeting shall be free of cuts, scratches, breaks, or other defects which might allow moisture to infiltrate and damage reflective cells. Replace or repair nonstandard or otherwise unacceptable signs and traffic control devices as directed. Correct damage that is discovered at the time of the sign inspection. In lieu of removing and replacing new sign faces that have been rejected, use sign overlay panels or recycled panels complying with 729.05.3 and Section 1015 to correct the deficiencies at no cost to the Department.

729.08 Measurement.

729.08.1 Sign Faces and Overlay Panels : Quantities for

payment will be the design areas in square feet of sign faces as specified on depth of 3 feet below natural ground using a suitable protective driving cap. U-channel posts may be spliced where long lengths are required. The upper section shall overlap the lower section by at least 24 inches . The bottom edge of the upper section of the splice shall be a minimum of 24 inches above the ground. Secure the spliced sections with at least four 5/16 inch diameter hex head bolts spaced equally along the splice. Splicing of U-channel posts will not be allowed when break -away footings are required.

729.05.10 Square Posts : Install square tubing posts with a break

away as shown in the DOTD Roadside Traffic Sign Standard Details.

729.06 DEAD END ROAD INSTAL LATIONS. Dead end road

installations shall be of the specified type and located as shown on the plans. Construct timber barricade type installations in accordance with Section 812 and as follows. Set timber piling in full depth holes and backfill as directed or drive to required depth. Drive steel posts for other type installations with a suitable protective cap. Piles and posts shall be vertical. Construct guard rail in accordance with Section 704 .

729.07 ACCEPTANCE OF SIGNS. After the installation of signs is

complete, the Department’ s Sign Inspection Team will perform an inspection to ensure conformance with applicable plans, standard s and project specifications. When specular reflection is apparent on any sign, adjust its positioning to eliminate the condition. Follow -up inspections may be conducted prior to acceptance, at the discretion of the Department’s Sign Inspection Team. Clean signs before the time of inspection. Reflective sheeting shall be free of cuts, scratches, breaks, or other defects which might allow moisture to infiltrate and damage reflective cells. Replace or repair nonstandard or otherwise unacceptable signs and traffic control devices as directed. Correct damage that is discovered at the time of the sign inspection. In lieu of removing and replacing new sign faces that have been rejected, use sign overlay panels or recycled panels complying with 729.05.3 and Section 1015 to correct the deficiencies at no cost to the Department.

729.08 Measurement.

729.08.1 Sign Faces and Overlay Panels : Quantities for

payment will be the design areas in square feet of sign faces as specified on the plans and adjustments thereto. Design quantities will be adjusted if the engineer makes changes to adjust to field conditions, if plan errors are proven, or if design changes are made. Material used in blanks and backing incidental to the sign face will not be measured for payment. In determining the area of sign faces, no deductions are made for corner radii or mounting holes. The are a of octagonal signs and interstate shields is computed as the area of its smallest rectangle or square. The area of triangular signs is computed as the area of the triangle.

729.08.2 Post Mountings : Post sign mountings, including

breakaway supports, will be me asured per each post.

729.08.3 Overhead Mountings : Overhead sign mountings,

including bridge fascia mountings, will be measured per each structure.

729.08.4 Delineator, Object Marker and Milepost Assemblies :

Delineator, object marker, and milepost assemblies will be measured per each assembly.

729.08.5 Dead End Road Installations : Dead end road

installations will be measured per each installation.

729.08.6 Footings : Concrete footings for overhead sign mountings

will be measured per each footing. Footings and aprons for post sign mountings will not be measured for payment.

729.08.7 U-Channel Posts : U-channel posts will be measured per

each unit installed when not part of an assembly.

729.08.8 Square Tubing : Square Tubing will be measured per each

unit installed when not part of an assembly.

729.08.9 Clearing or Tree Trimming : Any clearing or tree

trimming required by this section and not provided for elsewhere in the contract will be included in the contract unit price for signs. the plans and adjustments thereto. Design quantities will be adjusted if the engineer makes changes to adjust to field conditions, if plan errors are proven, or if design changes are made. Material used in blanks and backing incidental to the sign face will not be measured for payment. In determining the area of sign faces, no deductions are made for corner radii or mounting holes. The are a of octagonal signs and interstate shields is computed as the area of its smallest rectangle or square. The area of triangular signs is computed as the area of the triangle.

729.08.2 Post Mountings : Post sign mountings, including

breakaway supports, will be me asured per each post.

729.08.3 Overhead Mountings : Overhead sign mountings,

including bridge fascia mountings, will be measured per each structure.

729.08.4 Delineator, Object Marker and Milepost Assemblies :

Delineator, object marker, and milepost assemblies will be measured per each assembly.

729.08.5 Dead End Road Installations : Dead end road

installations will be measured per each installation.

729.08.6 Footings : Concrete footings for overhead sign mountings

will be measured per each footing. Footings and aprons for post sign mountings will not be measured for payment.

729.08.7 U-Channel Posts : U-channel posts will be measured per

each unit installed when not part of an assembly.

729.08.8 Square Tubing : Square Tubing will be measured per each

unit installed when not part of an assembly.

729.08.9 Clearing or Tree Trimming : Any clearing or tree

trimming required by this section and not provided for elsewhere in the contract will be included in the contract unit price for signs. the plans and adjustments thereto. Design quantities will be adjusted if the engineer makes changes to adjust to field conditions, if plan errors are proven, or if design changes are made. Material used in blanks and backing incidental to the sign face will not be measured for payment. In determining the area of sign faces, no deductions are made for corner radii or mounting holes. The are a of octagonal signs and interstate shields is computed as the area of its smallest rectangle or square. The area of triangular signs is computed as the area of the triangle.

729.08.2 Post Mountings : Post sign mountings, including

breakaway supports, will be me asured per each post.

729.08.3 Overhead Mountings : Overhead sign mountings,

including bridge fascia mountings, will be measured per each structure.

729.08.4 Delineator, Object Marker and Milepost Assemblies :

Delineator, object marker, and milepost assemblies will be measured per each assembly.

729.08.5 Dead End Road Installations : Dead end road

installations will be measured per each installation.

729.08.6 Footings : Concrete footings for overhead sign mountings

will be measured per each footing. Footings and aprons for post sign mountings will not be measured for payment.

729.08.7 U-Channel Posts : U-channel posts will be measured per

each unit installed when not part of an assembly.

729.08.8 Square Tubing : Square Tubing will be measured per each

unit installed when not part of an assembly.

729.08.9 Clearing or Tree Trimming : Any clearing or tree

trimming required by this section and not provided for elsewhere in the contract will be included in the contract unit price for signs. the plans and adjustments thereto. Design quantities will be adjusted if the engineer makes changes to adjust to field conditions, if plan errors are proven, or if design changes are made. Material used in blanks and backing incidental to the sign face will not be measured for payment. In determining the area of sign faces, no deductions are made for corner radii or mounting holes. The are a of octagonal signs and interstate shields is computed as the area of its smallest rectangle or square. The area of triangular signs is computed as the area of the triangle.

729.08.2 Post Mountings : Post sign mountings, including

breakaway supports, will be me asured per each post.

729.08.3 Overhead Mountings : Overhead sign mountings,

including bridge fascia mountings, will be measured per each structure.

729.08.4 Delineator, Object Marker and Milepost Assemblies :

Delineator, object marker, and milepost assemblies will be measured per each assembly.

729.08.5 Dead End Road Installations : Dead end road

installations will be measured per each installation.

729.08.6 Footings : Concrete footings for overhead sign mountings

will be measured per each footing. Footings and aprons for post sign mountings will not be measured for payment.

729.08.7 U-Channel Posts : U-channel posts will be measured per

each unit installed when not part of an assembly.

729.08.8 Square Tubing : Square Tubing will be measured per each

unit installed when not part of an assembly.

729.08.9 Clearing or Tree Trimming : Any clearing or tree

trimming required by this section and not provided for elsewhere in the contract will be included in the contract unit price for signs. the plans and adjustments thereto. Design quantities will be adjusted if the engineer makes changes to adjust to field conditions, if plan errors are proven, or if design changes are made. Material used in blanks and backing incidental to the sign face will not be measured for payment. In determining the area of sign faces, no deductions are made for corner radii or mounting holes. The are a of octagonal signs and interstate shields is computed as the area of its smallest rectangle or square. The area of triangular signs is computed as the area of the triangle.

729.08.2 Post Mountings : Post sign mountings, including

breakaway supports, will be me asured per each post.

729.08.3 Overhead Mountings : Overhead sign mountings,

including bridge fascia mountings, will be measured per each structure.

729.08.4 Delineator, Object Marker and Milepost Assemblies :

Delineator, object marker, and milepost assemblies will be measured per each assembly.

729.08.5 Dead End Road Installations : Dead end road

installations will be measured per each installation.

729.08.6 Footings : Concrete footings for overhead sign mountings

will be measured per each footing. Footings and aprons for post sign mountings will not be measured for payment.

729.08.7 U-Channel Posts : U-channel posts will be measured per

each unit installed when not part of an assembly.

729.08.8 Square Tubing : Square Tubing will be measured per each

unit installed when not part of an assembly.

729.08.9 Clearing or Tree Trimming : Any clearing or tree

trimming required by this section and not provided for elsewhere in the contract will be included in the contract unit price for signs. the plans and adjustments thereto. Design quantities will be adjusted if the engineer makes changes to adjust to field conditions, if plan errors are proven, or if design changes are made. Material used in blanks and backing incidental to the sign face will not be measured for payment. In determining the area of sign faces, no deductions are made for corner radii or mounting holes. The are a of octagonal signs and interstate shields is computed as the area of its smallest rectangle or square. The area of triangular signs is computed as the area of the triangle.

729.08.2 Post Mountings : Post sign mountings, including

breakaway supports, will be me asured per each post.

729.08.3 Overhead Mountings : Overhead sign mountings,

including bridge fascia mountings, will be measured per each structure.

729.08.4 Delineator, Object Marker and Milepost Assemblies :

Delineator, object marker, and milepost assemblies will be measured per each assembly.

729.08.5 Dead End Road Installations : Dead end road

installations will be measured per each installation.

729.08.6 Footings : Concrete footings for overhead sign mountings

will be measured per each footing. Footings and aprons for post sign mountings will not be measured for payment.

729.08.7 U-Channel Posts : U-channel posts will be measured per

each unit installed when not part of an assembly.

729.08.8 Square Tubing : Square Tubing will be measured per each

unit installed when not part of an assembly.

729.08.9 Clearing or Tree Trimming : Any clearing or tree

trimming required by this section and not provided for elsewhere in the contract will be included in the contract unit price for signs. the plans and adjustments thereto. Design quantities will be adjusted if the engineer makes changes to adjust to field conditions, if plan errors are proven, or if design changes are made. Material used in blanks and backing incidental to the sign face will not be measured for payment. In determining the area of sign faces, no deductions are made for corner radii or mounting holes. The are a of octagonal signs and interstate shields is computed as the area of its smallest rectangle or square. The area of triangular signs is computed as the area of the triangle.

729.08.2 Post Mountings : Post sign mountings, including

breakaway supports, will be me asured per each post.

729.08.3 Overhead Mountings : Overhead sign mountings,

including bridge fascia mountings, will be measured per each structure.

729.08.4 Delineator, Object Marker and Milepost Assemblies :

Delineator, object marker, and milepost assemblies will be measured per each assembly.

729.08.5 Dead End Road Installations : Dead end road

installations will be measured per each installation.

729.08.6 Footings : Concrete footings for overhead sign mountings

will be measured per each footing. Footings and aprons for post sign mountings will not be measured for payment.

729.08.7 U-Channel Posts : U-channel posts will be measured per

each unit installed when not part of an assembly.

729.08.8 Square Tubing : Square Tubing will be measured per each

unit installed when not part of an assembly.

729.08.9 Clearing or Tree Trimming : Any clearing or tree

trimming required by this section and not provided for elsewhere in the contract will be included in the contract unit price for signs. the plans and adjustments thereto. Design quantities will be adjusted if the engineer makes changes to adjust to field conditions, if plan errors are proven, or if design changes are made. Material used in blanks and backing incidental to the sign face will not be measured for payment. In determining the area of sign faces, no deductions are made for corner radii or mounting holes. The are a of octagonal signs and interstate shields is computed as the area of its smallest rectangle or square. The area of triangular signs is computed as the area of the triangle.

729.08.2 Post Mountings : Post sign mountings, including

breakaway supports, will be me asured per each post.

729.08.3 Overhead Mountings : Overhead sign mountings,

including bridge fascia mountings, will be measured per each structure.

729.08.4 Delineator, Object Marker and Milepost Assemblies :

Delineator, object marker, and milepost assemblies will be measured per each assembly.

729.08.5 Dead End Road Installations : Dead end road

installations will be measured per each installation.

729.08.6 Footings : Concrete footings for overhead sign mountings

will be measured per each footing. Footings and aprons for post sign mountings will not be measured for payment.

729.08.7 U-Channel Posts : U-channel posts will be measured per

each unit installed when not part of an assembly.

729.08.8 Square Tubing : Square Tubing will be measured per each

unit installed when not part of an assembly.

729.08.9 Clearing or Tree Trimming : Any clearing or tree

trimming required by this section and not provided for elsewhere in the contract will be included in the contract unit price for signs. the plans and adjustments thereto. Design quantities will be adjusted if the engineer makes changes to adjust to field conditions, if plan errors are proven, or if design changes are made. Material used in blanks and backing incidental to the sign face will not be measured for payment. In determining the area of sign faces, no deductions are made for corner radii or mounting holes. The are a of octagonal signs and interstate shields is computed as the area of its smallest rectangle or square. The area of triangular signs is computed as the area of the triangle.

729.08.2 Post Mountings : Post sign mountings, including

breakaway supports, will be me asured per each post.

729.08.3 Overhead Mountings : Overhead sign mountings,

including bridge fascia mountings, will be measured per each structure.

729.08.4 Delineator, Object Marker and Milepost Assemblies :

Delineator, object marker, and milepost assemblies will be measured per each assembly.

729.08.5 Dead End Road Installations : Dead end road

installations will be measured per each installation.

729.08.6 Footings : Concrete footings for overhead sign mountings

will be measured per each footing. Footings and aprons for post sign mountings will not be measured for payment.

729.08.7 U-Channel Posts : U-channel posts will be measured per

each unit installed when not part of an assembly.

729.08.8 Square Tubing : Square Tubing will be measured per each

unit installed when not part of an assembly.

729.08.9 Clearing or Tree Trimming : Any clearing or tree

trimming required by this section and not provided for elsewhere in the contract will be included in the contract unit price for signs. The trimming of significant trees that have been identified under the Department ’s policy governing the treatment of significant trees within the highway right -of-way, zone of construction or operational influence, shall be performed or supervised by an ISA Certified Arborist with a minimum of five years of experience in arboriculture. All work must be done in compliance with current ANSI Z 133 and International Society of Arboriculture (ISA) Standards . Documentation must be provided proving that the tree trimmer/climber has a minimum of three years full time experience in tree removal and pruning operations along public roads and near energized wires. Arborist(s) shall maintain an arborist license and insurances during the course of the project in accordance with 107.02 and

719.02 The Department has the right to request a new crew be assigned to

perform the work if needed. Significant tree issues arising on construction and/or maintenance projects shall be managed by the District Roadside Development Coordinators, who shall seek the guidance of the Landscape Architectural staff when questions arise.

729.09 Payment.

729.09.1 Sign Faces and Overlay Panel s:

New Installation : Payment for sign faces on new sign supports will be made at the contract unit price per square foot , which includes furnishing, fabricating, and constructing the signs, and furnishing necessary attaching devices. Furnish and Install : Payment for sign faces on existing sign supports will be made at the contract unit price per square foot , which includes furnishing, fabricating and constructing the signs and furnishing necessary attaching devices. Install : Payment for install only on existing sign supports will be for labor only. All sign faces and necessary mounting hardware will be provided by the Department. Payment will be made at the contract unit price per square foot. Relocate : Payment will include dismantling of sign and reinstalling sign on a new sign support. Payment will be made at the contract unit price per square foot.

729.09.2 Post Mountings : Payment for post sign mountings will be

made at the contract unit price per each, which includes furnishing, fabricating and const ructing the support complete, ready for affixing signs, and includes required excavation, concrete, and reinforcement for footings and aprons, and mounting of signs or remounting of existing signs when The trimming of significant trees that have been identified under the Department ’s policy governing the treatment of significant trees within the highway right -of-way, zone of construction or operational influence, shall be performed or supervised by an ISA Certified Arborist with a minimum of five years of experience in arboriculture. All work must be done in compliance with current ANSI Z 133 and International Society of Arboriculture (ISA) Standards . Documentation must be provided proving that the tree trimmer/climber has a minimum of three years full time experience in tree removal and pruning operations along public roads and near energized wires. Arborist(s) shall maintain an arborist license and insurances during the course of the project in accordance with 107.02 and

719.02 The Department has the right to request a new crew be assigned to

perform the work if needed. Significant tree issues arising on construction and/or maintenance projects shall be managed by the District Roadside Development Coordinators, who shall seek the guidance of the Landscape Architectural staff when questions arise.

729.09 Payment.

729.09.1 Sign Faces and Overlay Panel s:

New Installation : Payment for sign faces on new sign supports will be made at the contract unit price per square foot , which includes furnishing, fabricating, and constructing the signs, and furnishing necessary attaching devices. Furnish and Install : Payment for sign faces on existing sign supports will be made at the contract unit price per square foot , which includes furnishing, fabricating and constructing the signs and furnishing necessary attaching devices. Install : Payment for install only on existing sign supports will be for labor only. All sign faces and necessary mounting hardware will be provided by the Department. Payment will be made at the contract unit price per square foot. Relocate : Payment will include dismantling of sign and reinstalling sign on a new sign support. Payment will be made at the contract unit price per square foot.

729.09.2 Post Mountings : Payment for post sign mountings will be

made at the contract unit price per each, which includes furnishing, fabricating and const ructing the support complete, ready for affixing signs, and includes required excavation, concrete, and reinforcement for footings and aprons, and mounting of signs or remounting of existing signs when The trimming of significant trees that have been identified under the Department ’s policy governing the treatment of significant trees within the highway right -of-way, zone of construction or operational influence, shall be performed or supervised by an ISA Certified Arborist with a minimum of five years of experience in arboriculture. All work must be done in compliance with current ANSI Z 133 and International Society of Arboriculture (ISA) Standards . Documentation must be provided proving that the tree trimmer/climber has a minimum of three years full time experience in tree removal and pruning operations along public roads and near energized wires. Arborist(s) shall maintain an arborist license and insurances during the course of the project in accordance with 107.02 and

719.02 The Department has the right to request a new crew be assigned to

perform the work if needed. Significant tree issues arising on construction and/or maintenance projects shall be managed by the District Roadside Development Coordinators, who shall seek the guidance of the Landscape Architectural staff when questions arise.

729.09 Payment.

729.09.1 Sign Faces and Overlay Panel s:

New Installation : Payment for sign faces on new sign supports will be made at the contract unit price per square foot , which includes furnishing, fabricating, and constructing the signs, and furnishing necessary attaching devices. Furnish and Install : Payment for sign faces on existing sign supports will be made at the contract unit price per square foot , which includes furnishing, fabricating and constructing the signs and furnishing necessary attaching devices. Install : Payment for install only on existing sign supports will be for labor only. All sign faces and necessary mounting hardware will be provided by the Department. Payment will be made at the contract unit price per square foot. Relocate : Payment will include dismantling of sign and reinstalling sign on a new sign support. Payment will be made at the contract unit price per square foot.

729.09.2 Post Mountings : Payment for post sign mountings will be

made at the contract unit price per each, which includes furnishing, fabricating and const ructing the support complete, ready for affixing signs, and includes required excavation, concrete, and reinforcement for footings and aprons, and mounting of signs or remounting of existing signs when The trimming of significant trees that have been identified under the Department ’s policy governing the treatment of significant trees within the highway right -of-way, zone of construction or operational influence, shall be performed or supervised by an ISA Certified Arborist with a minimum of five years of experience in arboriculture. All work must be done in compliance with current ANSI Z 133 and International Society of Arboriculture (ISA) Standards . Documentation must be provided proving that the tree trimmer/climber has a minimum of three years full time experience in tree removal and pruning operations along public roads and near energized wires. Arborist(s) shall maintain an arborist license and insurances during the course of the project in accordance with 107.02 and

719.02 The Department has the right to request a new crew be assigned to

perform the work if needed. Significant tree issues arising on construction and/or maintenance projects shall be managed by the District Roadside Development Coordinators, who shall seek the guidance of the Landscape Architectural staff when questions arise.

729.09 Payment.

729.09.1 Sign Faces and Overlay Panel s:

New Installation : Payment for sign faces on new sign supports will be made at the contract unit price per square foot , which includes furnishing, fabricating, and constructing the signs, and furnishing necessary attaching devices. Furnish and Install : Payment for sign faces on existing sign supports will be made at the contract unit price per square foot , which includes furnishing, fabricating and constructing the signs and furnishing necessary attaching devices. Install : Payment for install only on existing sign supports will be for labor only. All sign faces and necessary mounting hardware will be provided by the Department. Payment will be made at the contract unit price per square foot. Relocate : Payment will include dismantling of sign and reinstalling sign on a new sign support. Payment will be made at the contract unit price per square foot.

729.09.2 Post Mountings : Payment for post sign mountings will be

made at the contract unit price per each, which includes furnishing, fabricating and const ructing the support complete, ready for affixing signs, and includes required excavation, concrete, and reinforcement for footings and aprons, and mounting of signs or remounting of existing signs when required by the plans. Payment for sign layout will b e made in accordance with Secti on 740 .

729.09.3 Overhead Mountings : Payment for overhead sign

mountings, including bridge fascia mountings, will be made at the contract unit price per each, which includes furnishing, fabricating and erecting the structure complete, ready for affixing signs, and mounting of signs or remounting of existing signs when required by the plans.

729.09.4 Delineator, Object Marker, and Milepost

Assemblies : Payment for delineator, object marker, and milepost assemblies will be made at the contract unit prices per each, which includes posts. Concrete pads for milepost (reference location markers) will be paid for under Section 706 .

729.09.5 Dead End Road Installations : Payment for dead end

road installations will be made at the contract unit price per each, which includes piling, posts, barricades, sign materials, reflec tors, and any required guard rail.

729.09.6 Footings : Payment for footings for overhead sign

mountings will be made at the contract unit price per each, which includes excavation, piling, concrete, reinforcing steel, anchor bolt assemblies, and backfill. The co ncrete in footings will be identified by lots and shall be subject to pay adjustments in accordance with Table 901-5 and Note 1 therein. Size, sampling, and testing of each concrete lot shall be in accordance with the Materials Sampling Manual.

729.09.7 U-Channel Posts and Square Tubing : Payment for U -

channel posts and square tubing will be made at the contract unit price per each which shall include all labor, equipment, tools, materials, and incidentals necessary to complete the work, including splicing of pos ts, and when required removing and remounting of existing signs, and mounting of new signs. required by the plans. Payment for sign layout will b e made in accordance with Secti on 740 .

729.09.3 Overhead Mountings : Payment for overhead sign

mountings, including bridge fascia mountings, will be made at the contract unit price per each, which includes furnishing, fabricating and erecting the structure complete, ready for affixing signs, and mounting of signs or remounting of existing signs when required by the plans.

729.09.4 Delineator, Object Marker, and Milepost

Assemblies : Payment for delineator, object marker, and milepost assemblies will be made at the contract unit prices per each, which includes posts. Concrete pads for milepost (reference location markers) will be paid for under Section 706 .

729.09.5 Dead End Road Installations : Payment for dead end

road installations will be made at the contract unit price per each, which includes piling, posts, barricades, sign materials, reflec tors, and any required guard rail.

729.09.6 Footings : Payment for footings for overhead sign

mountings will be made at the contract unit price per each, which includes excavation, piling, concrete, reinforcing steel, anchor bolt assemblies, and backfill. The co ncrete in footings will be identified by lots and shall be subject to pay adjustments in accordance with Table 901-5 and Note 1 therein. Size, sampling, and testing of each concrete lot shall be in accordance with the Materials Sampling Manual.

729.09.7 U-Channel Posts and Square Tubing : Payment for U -

channel posts and square tubing will be made at the contract unit price per each which shall include all labor, equipment, tools, materials, and incidentals necessary to complete the work, including splicing of pos ts, and when required removing and remounting of existing signs, and mounting of new signs. required by the plans. Payment for sign layout will b e made in accordance with Secti on 740 .

729.09.3 Overhead Mountings : Payment for overhead sign

mountings, including bridge fascia mountings, will be made at the contract unit price per each, which includes furnishing, fabricating and erecting the structure complete, ready for affixing signs, and mounting of signs or remounting of existing signs when required by the plans.

729.09.4 Delineator, Object Marker, and Milepost

Assemblies : Payment for delineator, object marker, and milepost assemblies will be made at the contract unit prices per each, which includes posts. Concrete pads for milepost (reference location markers) will be paid for under Section 706 .

729.09.5 Dead End Road Installations : Payment for dead end

road installations will be made at the contract unit price per each, which includes piling, posts, barricades, sign materials, reflec tors, and any required guard rail.

729.09.6 Footings : Payment for footings for overhead sign

mountings will be made at the contract unit price per each, which includes excavation, piling, concrete, reinforcing steel, anchor bolt assemblies, and backfill. The co ncrete in footings will be identified by lots and shall be subject to pay adjustments in accordance with Table 901-5 and Note 1 therein. Size, sampling, and testing of each concrete lot shall be in accordance with the Materials Sampling Manual.

729.09.7 U-Channel Posts and Square Tubing : Payment for U -

channel posts and square tubing will be made at the contract unit price per each which shall include all labor, equipment, tools, materials, and incidentals necessary to complete the work, including splicing of pos ts, and when required removing and remounting of existing signs, and mounting of new signs. required by the plans. Payment for sign layout will b e made in accordance with Secti on 740 .

729.09.3 Overhead Mountings : Payment for overhead sign

mountings, including bridge fascia mountings, will be made at the contract unit price per each, which includes furnishing, fabricating and erecting the structure complete, ready for affixing signs, and mounting of signs or remounting of existing signs when required by the plans.

729.09.4 Delineator, Object Marker, and Milepost

Assemblies : Payment for delineator, object marker, and milepost assemblies will be made at the contract unit prices per each, which includes posts. Concrete pads for milepost (reference location markers) will be paid for under Section 706 .

729.09.5 Dead End Road Installations : Payment for dead end

road installations will be made at the contract unit price per each, which includes piling, posts, barricades, sign materials, reflec tors, and any required guard rail.

729.09.6 Footings : Payment for footings for overhead sign

mountings will be made at the contract unit price per each, which includes excavation, piling, concrete, reinforcing steel, anchor bolt assemblies, and backfill. The co ncrete in footings will be identified by lots and shall be subject to pay adjustments in accordance with Table 901-5 and Note 1 therein. Size, sampling, and testing of each concrete lot shall be in accordance with the Materials Sampling Manual.

729.09.7 U-Channel Posts and Square Tubing : Payment for U -

channel posts and square tubing will be made at the contract unit price per each which shall include all labor, equipment, tools, materials, and incidentals necessary to complete the work, including splicing of pos ts, and when required removing and remounting of existing signs, and mounting of new signs. required by the plans. Payment for sign layout will b e made in accordance with Secti on 740 .

729.09.3 Overhead Mountings : Payment for overhead sign

mountings, including bridge fascia mountings, will be made at the contract unit price per each, which includes furnishing, fabricating and erecting the structure complete, ready for affixing signs, and mounting of signs or remounting of existing signs when required by the plans.

729.09.4 Delineator, Object Marker, and Milepost

Assemblies : Payment for delineator, object marker, and milepost assemblies will be made at the contract unit prices per each, which includes posts. Concrete pads for milepost (reference location markers) will be paid for under Section 706 .

729.09.5 Dead End Road Installations : Payment for dead end

road installations will be made at the contract unit price per each, which includes piling, posts, barricades, sign materials, reflec tors, and any required guard rail.

729.09.6 Footings : Payment for footings for overhead sign

mountings will be made at the contract unit price per each, which includes excavation, piling, concrete, reinforcing steel, anchor bolt assemblies, and backfill. The co ncrete in footings will be identified by lots and shall be subject to pay adjustments in accordance with Table 901-5 and Note 1 therein. Size, sampling, and testing of each concrete lot shall be in accordance with the Materials Sampling Manual.

729.09.7 U-Channel Posts and Square Tubing : Payment for U -

channel posts and square tubing will be made at the contract unit price per each which shall include all labor, equipment, tools, materials, and incidentals necessary to complete the work, including splicing of pos ts, and when required removing and remounting of existing signs, and mounting of new signs. required by the plans. Payment for sign layout will b e made in accordance with Secti on 740 .

729.09.3 Overhead Mountings : Payment for overhead sign

mountings, including bridge fascia mountings, will be made at the contract unit price per each, which includes furnishing, fabricating and erecting the structure complete, ready for affixing signs, and mounting of signs or remounting of existing signs when required by the plans.

729.09.4 Delineator, Object Marker, and Milepost

Assemblies : Payment for delineator, object marker, and milepost assemblies will be made at the contract unit prices per each, which includes posts. Concrete pads for milepost (reference location markers) will be paid for under Section 706 .

729.09.5 Dead End Road Installations : Payment for dead end

road installations will be made at the contract unit price per each, which includes piling, posts, barricades, sign materials, reflec tors, and any required guard rail.

729.09.6 Footings : Payment for footings for overhead sign

mountings will be made at the contract unit price per each, which includes excavation, piling, concrete, reinforcing steel, anchor bolt assemblies, and backfill. The co ncrete in footings will be identified by lots and shall be subject to pay adjustments in accordance with Table 901-5 and Note 1 therein. Size, sampling, and testing of each concrete lot shall be in accordance with the Materials Sampling Manual.

729.09.7 U-Channel Posts and Square Tubing : Payment for U -

channel posts and square tubing will be made at the contract unit price per each which shall include all labor, equipment, tools, materials, and incidentals necessary to complete the work, including splicing of pos ts, and when required removing and remounting of existing signs, and mounting of new signs. Payment will be made under: Item No. Pay Item Pay Unit 729-01 Sign (Type A) Square Foot 729-02 Sign (Type B) Square Foot 729-03 Sign (Type C) Square Foot 729-04 Sign (Type D) Square Foot 729-05 Sign (Type E) Square Foot 729-06 Sign (Overhead Mounted) Square Foot 729-07 Sign (Overlay Panel) Square Foot 729-08 Mounting (_______Size Post) Each 729-09 Mounting (Overhead Truss)(Ground Mounted) Each 729-10 Mounting (Overhead Truss)(Structure Mounted) Each 729-11 Mounting (Overhead Cantilever) (Ground Mounted) Each 729-12 Mounting (Overhead Cantilever)(Structure Mounted) Each 729-13 Mounting (Bridge Facia Mounted) Each 729-14 Delineator Assembly (Ground Mounted) Each 729-15 Delineator Assembly (Structure Mounted) Each 729-16 Object Marker Assembly Each 729-17 Milepost Assembly (Ground Mounted) Each 729-18 Milepost Assembly (Structure Mounted) Each 729-19 Dead End Road Installation (Type) Each 729-20 Footings for Overhead Mounting (Type) Each 729-21 U-Channel Post Each 729-22 Square Tubing Post Each Section 730 Vacant Section 731 Raised Pavement Markers

731.01 DESCRIPTION. Furnish and place raised pavement markers in

accordance with the plans. The contractor shall be responsible for field layout and alignment of raised pavement markers. Existing pavement striping shall generally be used as a guide in determining raised marker locations. The Department will replace obliterated striping prior to installation of raised pavement markers; however, if no striping exists or is obliterated at the time of raised marker installation, the contractor shall determine raised pavement marker locations in accordance with plan details or as directed.

731.02 Materials.

731.02.1 Markers : Markers shall comply with 1015.09 . Use the

same product throughout the project. Markers shall be the specified class, type, color, size, and shape.

731.02.2 Epoxy Adhesiv e: Use Type I (Rapid Setting) or Type II

(Standard Setting) epoxy resin adhesive system complying with 1017.03 . Mix epoxy components and dispense adhesive in a ccordance with manufacturer’s recommendations.

731.02.3 Bituminous Adhesive : Bituminous adhesive shall

comply with 1015.09.3.2 .

731.03 Construction Require Ments.

731.03.1 Weather Limitations : Do not apply markers when there

is moisture on the surface.

731.03.1 1 Epoxy Adhesive: When using a standard set

adhesive, do not apply markers at ambient air temperatures less than 50°F. When using a rapid set adhesive, application of markers will be permitted at ambient air temperatures between 35°F and 50°F, provided the adhesive is adequately heated to obtain proper viscosity for mixing and application, and is also identified as a rapid set type on container labels and Certificates of Delivery.

731.03.1 2 Bituminous Adhesive: Apply markers when the

ambient air temperature reaches 35°F or greater, or in accordance with the