Common use of Analyze Existing Conditions Clause in Contracts

Analyze Existing Conditions. Using collected data and base maps, the Engineer shall develop an overall analysis of the existing conditions in order to develop the schematic design. The analysis shall include, but not be limited to the following:  ROW determination  Horizontal alignment  Profile grades  Pavement cross slopes and pavement type  Intersection design and analysis  Sight distance  Roadside signing  Level-of-service  Locations of critical constraints  Drainage  Traffic control and construction phasing sequence

Analyze Existing Conditions. Using collected data and base maps, the Engineer shall develop an overall analysis of the existing conditions in order to develop the schematic design. The analysis shall include, but not be limited to the following:  • ROW determination  • Horizontal alignment  • Profile grades  • Pavement cross slopes and pavement type  • Intersection design and analysis  • Sight distance  • Roadside signing  • Level-of-service  • Locations of critical constraints  • Drainage  • Traffic control and construction phasing sequence

Analyze Existing Conditions. Using collected data and base maps, the Engineer shall develop an overall analysis of the existing conditions in order to develop the schematic design. The analysis shall include, but not be limited to the following:  : a. ROW determination  and easement determination b. Horizontal alignment  Profile grades  alignment c. Vertical alignment d. Pavement cross slopes and pavement type  Intersection design and analysis  type e. Sight distance  Roadside signing  Level-of-service  distance f. Locations of critical constraints  Drainage  Traffic control and construction phasing sequenceconstraints g. Drainage

Analyze Existing Conditions. Using collected data and base maps, the Engineer shall develop an overall analysis of the existing conditions in order to develop or revise the schematic design. The analysis shall include, but not be limited to the following:  : 1. ROW determination  determination 2. Horizontal alignment  Profile grades  alignment 3. Vertical alignment 4. Pavement cross slopes and pavement type  Intersection design and analysis  Sight distance  Roadside signing  Level-of-service  Locations of critical constraints  Drainage  Traffic control and construction phasing sequence5. Soil Exploration

Analyze Existing Conditions. Using collected data and base maps, the Engineer shall develop an overall analysis of the existing conditions in order to develop the schematic design. The written analysis shall include, but not be limited to must include the following:  : 1. ROW determination  and easement determination 2. Horizontal alignment  Profile grades  alignment 3. Vertical alignment 4. Pavement cross slopes and pavement type  Intersection design and analysis  5. Geotechnical testing 6. Sight distance  Roadside signing  Level-of-service  Locations of critical constraints  Drainage  Traffic control and construction phasing sequencedistance

Analyze Existing Conditions. Using collected data and base maps, the Engineer shall develop an overall analysis of the existing conditions in order to develop the schematic design. The analysis shall include, but not be limited to the following:  : 1. ROW determination  determination 2. Horizontal alignment  Profile grades  alignment 3. Vertical alignment 4. Pavement cross slopes and pavement type  Intersection design and analysis  Sight distance  Roadside signing  Level-of-service  Locations of critical constraints  Drainage  Traffic control and construction phasing sequence5. Soil Exploration