CONSTRUCTION For standards located in sidewalk areas, the pile foundation must be: 1. Placed to final sidewalk grade before the sidewalk is placed 2. Square for the top 4 inches Use sleeve nuts on Type 1-A 1-B standards. The bottom of the base plate must be flush with finished grade. PAYMENT Payment for cast-in-drilled-hole concrete pile foundations conform to the provisions in Section 86-8, "Payment," of the Standard Specifications. 103.__ STANDARDS, STEEL PEDESTALS, AND POSTS Standards, pedestals, and posts for traffic signal and lighting standards shall conform to the provisions in Section 862.04, "Standards, Steel Pedestals and Posts," of the Standard Specifications, "Steel Structures" of these special provisions, and the following requirements. Steel bolts not designated on the plans as highstrength (HS) or stainless steel shall be for general applications and shall conform to the requirements in ASTM Designation: A 307. Anchor shall conform to the requirements in ASTM Designation: F 1554, Grade 36. High-strength (HS) anchor bolts shall conform to the requirements in ASTM Designation: F 1554, Grade 105. Where the plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon detail may be substituted. The sign mounting hardware shall be installed at the locations shown on the plans. The sign panels will be State furnished in conformance with the provisions in "Materials" of these special provisions.
CONSTRUCTION For standards located in sidewalk areas, the pile foundation must be: 1. Placed to final sidewalk grade before the sidewalk is placed 2. Square for the top 4 inches Use sleeve nuts on Type 1-A 1-B standards. The bottom of the base plate must be flush with finished grade. PAYMENT Payment for cast-in-drilled-hole concrete pile foundations conform to the provisions in Section 86-8, "Payment," of the Standard Specifications. 103.__ STANDARDS, STEEL PEDESTALS, AND POSTS Standards, pedestals, and posts for traffic signal and lighting standards shall conform to the provisions in Section 862.04, "Standards, Steel Pedestals and Posts," of the Standard Specifications, "Steel Structures" of these special provisions, and the following requirements. Steel bolts not designated on the plans as highstrength (HS) or stainless steel shall be for general applications and shall conform to the requirements in ASTM Designation: A 307. Anchor shall conform to the requirements in ASTM Designation: F 1554, Grade 36. High-strength (HS) anchor bolts shall conform to the requirements in ASTM Designation: F 1554, Grade 105. Where the plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon detail may be substituted. The sign mounting hardware shall be installed at the locations shown on the plans. The sign panels will be State furnished in conformance with the provisions in "Materials" of these special provisions.
2006_Piling_Electrical_SSPs_03-13-12.docx