Surveying and Mapping for Roads Sample Clauses

Surveying and Mapping for Roads. All road features, culture, utilities, other surface features and certain sub-surface features must be located to allow proper design of the project and others that might affect project design. Amongst these are: • Existing right-of-way center lines and margins • Beginnings and endings of: curbs, gutters, flow lines, edges of traveled way, fences, gates, guard rails and other linear features, with intermediate shots as required • For all driveways: driveway centerline stations and widths. With curb and gutter, top and bottom of curb transition and the back of the ramp portion of the driveway. Without curb and gutter, elevations for top and flow line of any ditch and culvert and sufficient nearby elevations to allow for proper design of approaches. • Bridges: centerlines, corners, wingwalls, cross section of underpassing feature and other important points. • Other culture: signs, building corners, trees (with diameter at breast height (DBH=54”) noted if greater than 4”), parking lot corners, areas outside of the right of way and any other points pertinent to the project. • Utilities: manhole covers, access shaft diameter and offset to manhole, manhole diameter and material, all pipe locations, sizes, materials and inverts; water valve covers and tops of operating nuts; fire hydrants; pad-mounted boxes and transformers; power poles; painted locations of underground utilities; overhead lights and the lowest elevation of the lowest wires crossing street. • Drainage: drop inlet location, grate dimensions and all pipe sizes, materials and inverts; catch basin location, grate dimensions, local depression dimensions, surface dimensions and all pipe sizes, materials and inverts; manhole covers, access shaft diameter and offset to manhole, manhole diameter and material; culvert locations and dimensions and limits of any surrounding riprap; any other drainage features. • Cross sections shall be taken at all stations ending in +00 and +50, at either end of the project and one fifty feet beyond both project limits. Cross sections shall extend to at least the right of way margin. Be the margin on a slope, the top or toe of slope will be included. • At all BCs and ECs. • At all BCRs or ECRs of any cross street. • Grid of intersections with lines at fifteen-foot maximum spacing from MCR to MCR with a minimum of four lines in each direction. • Geotechnical boring sites. • Sketches showing the arrangement of things with occasional point numbers for orientation.

Related to Surveying and Mapping for Roads

  • CUTTING AND PATCHING The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly.

  • Felling and Bucking Felling shall be done to minimize breakage of Included Timber and dam- age to residual timber. Unless agreed otherwise, felling shall be done by saws or shears. Bucking shall be done to permit removal of all minimum pieces set forth in A2. B6.411 Felling in Clearings. Insofar as ground conditions, tree lean, and shape of clearings per- mit, trees shall be felled so that their tops do not extend outside Clearcutting Units, construction clearings, and ar- eas of regeneration cutting. B6.▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇. Stumps shall not exceed, on the side adjacent to the highest ground, the maximum heights set forth in A6, except that occasional stumps of greater heights are acceptable when Purchaser determines that they are necessary for safe and efficient conduct of logging. Unless otherwise agreed, Purchaser shall re-cut high stumps so they will not exceed heights specified in A6 and shall dispose of severed portions in the same manner as other logging debris. The ▇▇▇▇▇ heights shown in A6 were selected with the objective of maximum reasonable utilization of the timber, unless Sale Area Map shows special areas where ▇▇▇▇▇ heights are lower for aesthetic, land treatment, or silvicultural rea- sons.

  • COUNTY’S QUALITY ASSURANCE PLAN The County or its agent will evaluate the Contractor’s performance under this Contract on not less than an annual basis. Such evaluation will include assessing the Contractor’s compliance with all Contract terms and conditions and performance standards. Contractor deficiencies which the County determines are severe or continuing and that may place performance of the Contract in jeopardy if not corrected will be reported to the Board of Supervisors. The report will include improvement/corrective action measures taken by the County and the Contractor. If improvement does not occur consistent with the corrective action measures, the County may terminate this Contract or impose other penalties as specified in this Contract.

  • SHIPPING AND AIR TRANSPORT 1. Profits of an enterprise of a Contracting State from the operation of ships or aircraft in international traffic shall be taxable only in that State. 2. The provisions of paragraph 1 shall also apply to profits from the participation in a pool, a joint business or an international operating agency.

  • Packing and Marking By supplier