2. The Design Life and Recurrence Interval be 50 years for luminaire support structures. 3. Fatigue design shall conform to AASHTO Section 11, Table 11-1 using fatigue category III. Complete calculations for structural design, including anchor bolt details, shall be prepared by a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural Engineering or by an individual holding valid registration in another state as a civil or structural Engineer. All shop drawings and the cover page of all calculation submittals shall carry the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. The cover page shall include the contract number, contract title, and sequential index to calculation page numbers. Two copies of the associated design calculations shall be submitted for approval along with shop drawings. Details for handholes and luminaire arm connections are available from the Bridges and Structures Office. Foundations for various of standards shall be as follows: Type PPB As noted on Standard Plan J-20.10. Type PS As noted on Standard Plan J-21.10-02 Type I As noted on Standard Plan J-21.10-02 Type FB As noted on Standard Plan J-21.10-02 Type RM As noted on Standard Plan J-21.10-02 Type CCTV As noted on Standard Plan J-29.15-00 Type II As in the Plans. Type III As noted in the Plans. Type IV As noted in the Plans and Standard Plan J-7c. Type V As noted in the Plans and Standard Plan J-7c. Type SD As noted in the Plans. 8-20.2(9-29.6(1)).ESP.DT1 Steel Light and Signal Standards 8-20.2(9-29.6(1)).INST1.ESP.DT1 Section 9-29.6(1) is supplemented with the following: 8-20.2(9-29.6(1)).OPT1.ESP.DT1 (NWR May 1, 2006) Light and Signal Standard Painting Galvanized steel light and signal standards shall not be painted. 8-20.2(9-29.10).ESP.DT1 Luminaires
2. The Design Life and Recurrence Interval be 50 years for luminaire support structures. 3. Fatigue design shall conform to AASHTO Section 11, Table 11-1 using fatigue category III. Complete calculations for structural design, including anchor bolt details, shall be prepared by a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural Engineering or by an individual holding valid registration in another state as a civil or structural Engineer. All shop drawings and the cover page of all calculation submittals shall carry the Professional Engineer's original signature, date of signature, original seal, registration number, and date of expiration. The cover page shall include the contract number, contract title, and sequential index to calculation page numbers. Two copies of the associated design calculations shall be submitted for approval along with shop drawings. Details for handholes and luminaire arm connections are available from the Bridges and Structures Office. Foundations for various of standards shall be as follows: Type PPB As noted on Standard Plan J-20.10. Type PS As noted on Standard Plan J-21.10-02 Type I As noted on Standard Plan J-21.10-02 Type FB As noted on Standard Plan J-21.10-02 Type RM As noted on Standard Plan J-21.10-02 Type CCTV As noted on Standard Plan J-29.15-00 Type II As in the Plans. Type III As noted in the Plans. Type IV As noted in the Plans and Standard Plan J-7c. Type V As noted in the Plans and Standard Plan J-7c. Type SD As noted in the Plans. 8-20.2(9-29.6(1)).ESP.DT1 Steel Light and Signal Standards 8-20.2(9-29.6(1)).INST1.ESP.DT1 Section 9-29.6(1) is supplemented with the following: 8-20.2(9-29.6(1)).OPT1.ESP.DT1 (NWR May 1, 2006) Light and Signal Standard Painting Galvanized steel light and signal standards shall not be painted. 8-20.2(9-29.10).ESP.DT1 Luminaires