Attachment T - REF(m) Existing Pier 1 Drawings 1 of 2.pdf

These documents are a collection of engineering drawings and specifications for apron piling repairs at Coddington Cove in Newport, Rhode Island, prepared for the Rhode Island Port Authority & Economic Development Corporation and the Department of Navy Naval Facilities Engineering Command.

The project involves repair of steel sheet piling at Pier 1 and Pier 2 aprons, with work divided into multiple repair types addressing corrosion damage, deterioration, and structural issues in the existing piling system. Repair Type 1 addresses damage from corroded pile sections with new steel sheet pile bulkheads and timber/concrete facing. Repair Type 2 involves replacement of outfall inverts and new steel caps. Repair Type 3 includes sinkhole repairs with bituminous concrete pavement and fill requirements. The drawings specify new timber and concrete facing systems, weep drain installations, j-bolt details, and galvanized steel spouts. Multiple work areas are identified along the pier aprons, with elevation sections and detail drawings showing specific construction requirements including slope-to-drain specifications, concrete jacket repairs for piles, and connection details for new structural elements. The contract specifications reference Contract No. N62472-93-C-1677 and Contract No. N62472-01-C-6949, with drawings prepared as "As Built" conditions documented in November 1987 and subsequent revisions. General notes indicate steel sheet piles require corrosion protection, concrete placement procedures, and temporary shoring requirements during construction.