Delineation Sample Clauses

Delineation. Faculty Service Areas within the District shall be the same as the state disciplines defined by the Board of Governors of the California Community Colleges.
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Delineation. All plantations within forests reserves have their compartment boundaries mapped by the FC FSD District plantation unit marks boundaries (e.g. by cleaning, by oil paints), Underwater Pre-defined block number underwater (FC-FSD/ENTERPRISE). Imported wood
Delineation. Adequate delineation shall be provided to assist drivers in identifying the layout and boundary of road pavements, traffic lanes and intersections. In addition to the essential provision of line markings, other delineation facilities shall be adopted, as appropriate, in the optimum combination to enhance safety for all users. Chevron Signs Chevron signs shall be provided on the outside of sharp curves which: • requires approach traffic to reduce speed substantially • are not conspicuous due to an open background • are confusing due to presence of intersections or tangential features • have poor visibility • have a history of collisions related to loss of control Chevron signs shall be used as part of a curve signing system with various levels which are consistently used for curves of similar risks. Chevron signs shall have a retroreflective sign face of adequate size to be clearly visible to drivers approaching the curve. They may be enhanced with a bright color border, flashing lights or embedded light-emitting elements. Delineators Delineators shall be provided on road sections without road lighting outside built-up areas for the following purposes: • Highlighting road alignment and curves • Demarcating direct accesses and intersections They shall also be provided, where appropriate, to separate opposing traffic or slow vehicles and to highlight roadside hazards. They may be provided at diverge gores on high speed roads. Delineator posts and the colors of reflectors for different purposes shall be distinctly different and consistently applied according to their functions. Delineation posts for alignments and curves may be substituted by reflectors directly attached to safety barriers or retaining walls. Delineators shall be frangible or flexible for passive safety at high traffic speeds. To reduce maintenance needs, self-restoring delineation posts should be encouraged at high impact sites and on high speed roads. Anti-glare Systems Anti-glare facilities should be provided on primary and Class I roads without road lighting in the following situations: • Median less than 9m in width • Relatively heavy night time traffic • Low standard horizontal curves • Low standard sag curves • Opposing traffic at a different level smaller than 2m • Central reserve or parallel roads • Near tunnel portals where tunnel tubes are at close proximity • Glare from other light sources Anti-glare systems may be provided in the following forms: • Manufactured screens • Manufactu...
Delineation. The technical and pharmaceutical responsibilities of Ascendis and Xxxxxx Pharma with respect to the quality of the Product are as listed and set forth in Appendix 7.
Delineation. Guardrail End Units furnished with this contract shall be delineated in accordance with Section 862 and Section 865 of the Standard Specifications. No direct payment will be made for Guardrail End Delineation as this is considered incidental and the costs for this work should be included in the contract unit price bid for the various items.

Related to Delineation

  • Site Lands or areas indicated in the Contract Documents as being furnished by the Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by the Owner that are designated for the use of the Contractor. Also referred to as Project Site, Job Site and Premises.

  • Mapping Mapping by joint DHB/PSA teams at each DHB to match the work of the clerical and administration workforce at the DHB to national role profiles5.

  • Risk Assessment An assessment of any risks inherent in the work requirements and actions to mitigate these risks.

  • Site Description 2.5.1 If reasonably requested by the A/E as necessary for the Project, the Owner shall furnish a legal description and a certified land survey of the Site, giving, as applicable, grades and lines of streets, alleys, pavements and adjoining property; rights-of-way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries and contours of the Site; locations, dimensions, and complete data pertaining to existing buildings, other improvements, and trees; and full information concerning available service and utility lines, both public and private, above and below grade, including inverts and depths.

  • Engineering Forest Service completed survey and design for Specified Roads prior to timber sale advertisement, unless otherwise shown in A8 or Purchaser survey and design are specified in A7. On those roads for which Forest Service completes the design during the contract, the design quantities shall be used as the basis for revising estimated costs stated in the Schedule of Items and adjusting Timber Sale Account. Forest Service engineering shall be completed according to the schedule in A8. Should Forest Service be unable to perform the designated survey and design by the completion date or other agreed to time, upon written agreement, Purchaser shall assume responsibility for such work. In such event, Contracting Officer shall revise:

  • Environmental Review (a) Buyer shall have the right to conduct or cause a consultant (“Buyer’s Environmental Consultant”) to conduct an environmental review of the Assets and Seller’s records pertaining to the Assets (as set forth in Section 3.01) prior to the expiration of the Examination Period (“Buyer’s Environmental Review”). The cost and expense of Buyer’s Environmental Review, if any, shall be borne solely by Buyer. The scope of work comprising Buyer’s Environmental Review shall not include any intrusive test or procedure without the prior written consent of Seller. Buyer shall (and shall cause Buyer’s Environmental Consultant to): (i) consult with Seller before conducting any work comprising Buyer’s Environmental Review, (ii) perform all such work in a safe and workmanlike manner and so as to not unreasonably interfere with Seller’s operations and (iii) comply with all applicable laws, rules, and regulations. Seller shall use commercially reasonable efforts to obtain any Third Party consents and otherwise cooperate with Buyer in conducting Buyer’s Environmental Review and any activities related thereto. Seller shall have the right to have a representative or representatives accompany Buyer and Buyer’s Environmental Consultant at all times during Buyer’s Environmental Review. With respect to any samples taken in connection with Buyer’s Environmental Review, Buyer shall take split samples, providing one of each such sample, properly labeled and identified, to Seller. The Parties shall execute a “common undertaking” letter regarding the confidentiality for the Environmental Review where appropriate. Buyer hereby agrees to release, defend, indemnify and hold harmless Seller from and against all claims, losses, damages, costs, expenses, causes of action and judgments of any kind or character (INCLUDING THOSE RESULTING FROM SELLER’S SOLE, JOINT, COMPARATIVE OR CONCURRENT NEGLIGENCE OR STRICT LIABILITY) to the extent arising out of Buyer’s Environmental Review. Buyer hereby covenants and agrees that it will have at least $2,000,000 of general liability insurance to cover its indemnification hereunder prior to the commencement of the Environmental Review.

  • Geotechnical Engineer « »« » « » « » « » « »

  • Investment Analysis and Implementation In carrying out its obligations under Section 1 hereof, the Advisor shall:

  • Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way T-811 Closing Roads - Entrance treatment for 150' cross-rip; debris block (slash, earth, berm, rocks, etc.) + seed + water bar T-811 Closing Roads - Water bar frequency per BMPs for remainder of road T-811 Closing Roads - Engineering Rep. or Construction Inspector must be notified prior to performing closeout NFSR Road No. Lane Width & Maintenance Level Mile Marker Begin End 9312 Single Lane / Level 1 NFSR 300 0.00 END 0.40

  • Constructability Review Prepare detailed interdisciplinary constructability review within Fourteen (14) days of receipt of the plans from the District that:

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