Technical Assumptions. The following Technical Assumptions have been made for estimating purposes:
Technical Assumptions. A. Major Items of Work: Replacement of the culvert carrying Xxxxx Road over Trumansburg Creek
B. Assume the proposed replacement structure will be a bridge. Assume the bridge type will be a precast concrete structure (concrete three-sided structure).
C. Assume bridge rehabilitation concept will NOT be evaluated.
Technical Assumptions. (a) Unless the Company shall, no later than twenty-one (21) days prior to each Calculation Date, deliver to the Global Agent for approval by the Global Agent (acting on the instructions of the Lenders in consultation with the Lenders’ Engineer) a notice specifying any changes to the Technical Assumptions for each Calculation Period to be used in any Financial Test to be prepared hereunder with respect to such Calculation Date, the prevailing Technical Assumptions shall continue to apply.
(b) If any Technical Assumptions are changed under paragraph (a), the Company shall update the Financial Model to reflect such changes.
Technical Assumptions. Design Survey
1. Field Crews will be paid NYS Prevailing Wages.
2. Topographic and utility survey will be performed to locate existing site conditions, pavement edges, curbing, sidewalks, ADA accommodations, grade breaks, elevations and drainage characteristics.
3. Survey limits will encompass approximately 17,000 linear feet of proposed sidewalks, ramps, crosswalks, pedestrian bridge and stone dust trail improvements.
4. The typical bandwidth will vary but limits will encompass the proposed sidewalk/trail route and extend wider in some areas such as street intersections and creek crossings, depending on proposed design and ADA improvements. Generally, survey limits will extend from the edge of pavement to the back edge of existing easements and/or right-of way lines.
5. Topographic mapping features will include existing structures, roads, curbs, gutters, guiderails, driveways, ditches, fence lines, sidewalks, signs, striping, trails/path entrances, vegetated areas and landscaped areas.
6. Visible utility services such as utility poles, light poles, electric boxes, natural gas and water valves, curb stops, vaults, etc. will be located and mapped. The final utility mapping will be prepared using a combination of field locations and available utility records recovered using the Dig Safely NY service.
7. The invert depths, pipe sizes and pipe types of sanitary and storm sewer structures within the survey limits will be measured.
8. Ground contours will be plotted at a 1-foot interval.
9. Existing trees 6” and larger in diameter will be mapped and described by crown size and species.
10. Existing street right-of-ways will be determined and plotted to tax map quality to assist with the placement of the proposed sidewalks.
11. The approximate easement locates previously acquired by the Town of Farmington will be plotted and mapped.
12. Surveyors will establish semi-permanent survey control and benchmarks throughout the project site for future use during construction phases. Control point recovery ties and a summary of benchmarks will be provided with the mapping.
13. The horizontal datum will be referenced to the New York State Plane Coordinate System, NAD 83 using GPS procedures.
14. Elevations will be referenced to the North American Vertical Datum of 1988 (NAVD88). Benchmarks will be set throughout the project for future use.
15. Recovery tie sheets will be provided for Horizonal Control points. Benchmark descriptions will be provided in chart form.
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Technical Assumptions. ● The non-CGMP Engineering lot will be used for the GLP toxicity study.
Technical Assumptions. The additional message delivery traffic is based on the following assumptions: *
Technical Assumptions. The following technical assumptions are in addition to those made in the scope of services, Sections 1 through 8:
Technical Assumptions. A full-time Resident Engineer and Senior Inspector shall be required for the duration of the Project, with part-time staffing during pre-construction and close- out. A part-time Office Engineer / Inspector will be required over half of the project duration, excluding pre-construction and close-out (20 hours/week on average). See Staffing Worksheet for full explanation of hours for each title.
Technical Assumptions. General Assumptions
Technical Assumptions. In performing risk assessments, Seller will use its sole reasonable judgment in determining, and in obtaining approval from the governmental authority of, the technical assumptions for risk assessments, including, but not limited to, absorption factors and adjustment factors (“Technical Assumptions”). The Technical Assumptions will not be negotiated as Specific Assumptions, and do not need to be approved in writing or otherwise by Purchaser. Seller is responsible for the Technical Assumptions and will indemnify, defend and hold harmless Purchaser from any action resulting from these assumptions.
