Site work for a road / highway in Springfield, Missouri. Completed plans call for site work for a road / highway.

Galvanized Steel Pole 1. All Structures shall be Galvanized or Weathering steel. 2. Fabricator to follow RUS Bulletin 1724E-204 "Specifications for Steel Single Pole and HFrame Structures" (Latest Revision) & 1724E-214 "Specifications for Standard Class Steel Transmission Poles" (Latest Revision), ASCE 48-19 (or latest revision) Design of Steel Transmission Pole Structures or latest version, and American Welding Society (AWS), Structural Welding Code AWS D1.1 (Latest Revision), as well as national, state, and local codes and standards. 3. Toth and Associates to review vendor assembly drawings and calculations used for the design of each structure. Review of drawings and calculations does not relieve the vendor of responsibility for adequacy of the design, the correctness of the dimensions, details of the drawings and the proper fit up of all parts of the structure. Toth and Associates is responsible for providing loading requirements adequate for steel transmission pole structure design. 4. Attachment detail requirements will be submitted with geometric structure drawings. The vendor/fabricator will notify Toth and Associates of any attachment detail requirements that cannot be met or are of a conflicting nature. Any requirement not provided or that does not exist in ASCE 48 (latest revision) shall be at the Vendor's discretion. 5. Details herein are only typical of the shapes and dimension desired. Fabricator may propose alternative connection for approval. 6. Ground Collars, on direct embedded structures shall have a minimum thickness of 3/16" and a length of 4'-0". Locate collars on the centerline of the designated ground line. 7. For direct embedded structures, 'CorroCote' or equivalent coating shall be applied on the exposed surface from butt of the pole to the 2" below the top of the ground collar. The 'CorroCote' coating shall be feathered at the top edge to avoid water accumulation. 8. For foundation type structures, anchor bolt cages are to be designed and provided with the structures. Anchor bolts shall be designed to be equally spaced around the circumference of the pole and shall be symmetrical about both the transverse and longitudinal axis of the layout. 9. For multisided sections, a flat side shall be on the 0-180 Axis. 10. Plastic Plugs shall be installed in all nuts welds to the structures and all tapped holes. 11. Structure shall be designed to eliminate water and refuse traps. 12. All arms, bolts and material shall be designed to withstand all loads provided without permanent deformation. 13. Pole Top shall be covered with 3/16" steel plate pole cap. 14. Step Clips shall start 8' above ground line (AGL) and stop 2' below top of pole with 1'-6" staggered spacing. Step boltsshall be provided from 10' below lowest transmission phase to top. 15. A weld bead or v-notch shall be provided on each pole section to align pole base, and additional pole sections. 16. Fabricator shall indicate maximum bolt torque on erection drawings. 17. The owner will provide all labor equipment and material for unloading poles at the project site. A pole is considered delivered when the pole is lifted from the trailer or semitrailer of the delivery carrier. Bidder shall provide a minimum of 48 hours' notice in advance of delivery. 18. Bidder shall package structure hardware such that each structure has an associated hardware kit. A 10% overage in structure hardware shall be included with each structure kit. 19. Bidder to provide PLS-POLE BAK (.bak) files for each load and design drawings. 20. Bidder to provide PLS-POLE Steel Pole Library (.spp) with all pole files included in a single file. 21. Steel pole drawings, load tables, and specs shall be used for bidder's steel pole design. Provided PLS POLE bak files and lca files are for reference only. 22. Fabricator to follow RUS Bulletin 1724E-204 "Specifications for Steel Single Pole and HFrame Structures" (Latest Revision) & 1724E-214 "Specifications for Standard Class Steel Transmission Poles" (Latest Revision), ASCE 48-19 (or latest revision) Design of Steel Transmission Pole Structures. American Welding Society (AWS), Structural Welding Code AWS D1.1 (Latest Revision), as well as national, state, and local codes and standards. 23. Owner has the right to enforce a 3 rd party inspection of the manufacturer's plant to verify QA-QC procedures are being followed as well as all structures are being completed as designed and per codes listed above. 24. Fabricator to provide signed and sealed final drawings by an MO licensed professional engineer for all engineered structures. Material must be delivered on or before August 2, 2024.