KTN Ward Creek Bridge 747 Replacement- Design Services

Specifications include, but are not limited to: Plans for the Review are to Include: 1. Index and Title Sheet. 2. Typical Cross Sections note: include cross sections for any culvert or bridge work 3. ‘F’ Sheets depicting: i. Existing topography ii. Existing ROW locations iii. Beginning and End of Project iv. Design Horizontal Alignment (e.g., horizontal curve data, PC, PI, PT, bearings) v. Design Vertical Alignment and its relationship to grade controlling features (culverts, etc) vi. Drainage Design including new ditch profiles vii. Construction limits and area of ground disturbance including acreage for CGP determination viii. Preliminary Public-Road Approach and drive locations ix. Guardrail replacement locations x. Drainage ditch relocation or construction areas xi. Known wetland and Waters of the US locations xii. Anadromous streams directly adjacent to the project / within project limits xiii. Proposed staging areas xiv. Material Sites (FAA) xv. Contaminated Material sites xvi. Proposed waste disposal sites xvii. Lighting (viewshed) xviii. Project Area of Potential Effect (APE) Boundaries xix. Known eagle nest locations xx. Known 4(f) properties (public parks, recreation areas, wildlife and waterfowl refuges, historic sites) Traffic Maintenance Details i. The conceptual traffic-maintenance strategy and phasing should be detailed. Hydraulics and Hydrology i. Copies of preliminary hydraulic analysis for each mainline culvert