Determination of Existing Conditions. The Consultant will determine, obtain or provide all information needed to accurately describe in pertinent project documents the existing conditions within and adjacent to the project limits.
Determination of Existing Conditions. The City will determine, obtain or provide all existing conditions within and adjacent to the project limits, except as follows:
Determination of Existing Conditions. Shoulders 1 1 ROW widths 1 1 Traffic control devices 1 1 Provisions for peds 1 1 Hydraulic Conditions 2 2 Land use 1 1 Drainage conditions 1 1
Determination of Existing Conditions. Site Visit
Determination of Existing Conditions. The Consultant will determine, obtain or provide all information needed to accurately describe in pertinent project documents the existing conditions within and adjacent to the project limits. In additional to these determinations, NYSDOT’s Safety Appurtenance Program (SAFETAP) shall be followed for the purpose of evaluating the need for low cost safety improvements.
Determination of Existing Conditions. The Consultant will determine, obtain or provide: · the existing highway section(s) and features within the project limits, including: · number, width, type (through, turning, climbing, etc.), and location of travel lanes. · shoulder widths and types (asphalt, gravel, grass, etc.). · number, width, type, and location of utility strips. · location of curbed sections. · width and type of medians. · width of clear zones. · location and percent of grades. · horizontal curve radii. · intersection geometry and conditions. · parking regulations and conditions within the project limits. · right-of-way width (may be shown on a plan with references to the plan). · condition and adequacy of guide rail, median barriers, and impact attenuators. · location of traffic control features and their conformity with the latest guidelines for such features. · provisions for pedestrians and bicyclists. · the existing conditions and roadway sections of all abutting (adjacent) and intersecting highway segments. · the following information for each culvert within the project limits: · existing culvert conditions, including: · structure type. · year constructed. · wearing surface type. · length. · number of spans and length of each. · out to out width. · curb-to-curb or rail-to-rail width. · skew angle. · utilities carried on the culvert. · utilities parallel to the culvert. · posted weight limits and year of posting. · vertical clearance restrictions less than the legal minimum. · expected future conditions (assuming the null alternative) using an anticipated deterioration rate provided by the Sponsor. · existing hydraulic conditions, including a preliminary qualitative hydraulic assessment. · existing mainline speed limit (and whether the speed limit is posted or not), and existing operating speeds (85th percentile speeds in most cases) provided by the Sponsor. · land use for the project area as it now exists and future land development (planned and potential), including development years. · existing vehicular access control (full control, partial control, or uncontrolled) and whether existing driveway entrances comply with local standards or policies. · existing pavement and shoulder conditions within the project limits. · a general assessment of drainage conditions within the project limits. · a list of all utilities, and the respective owners, that are within the project's existing right of way. · which, if any, school buses, emergency vehicles, or farm machinery regularly use ...
