Slopes Sample Clauses

Slopes. A. All open slopes shall be neatly trimmed and finished to conform either to the slope lines shown on the Drawings or the directions of OWNER. Leave the finished surfaces of bottom and sides in reasonably smooth and uniform planes like those normally obtainable with hand tools, though CONTRACTOR will not be required to use hand methods if he is able to obtain the required degree of evenness with mechanical equipment. Conduct grading operations so that material is not removed or loosened beyond the required slope.
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Slopes. 4.1. When positioned longitudinally in line and in the normal operation position:
Slopes. The Parties agree that the preservation of the slopes in the Southern Properties, as contemplated in the Trust for Public Lands transaction, fully satisfies any requirements for the slope requirements on the Property as a whole
Slopes. Fill slopes adjacent and behind sidewalks shall not exceed a 1 foot vertical to 2 feet horizontal slope (50% slope) after a minimum of a 2 foot zero slope setback behind sidewalks. For stormwater facilities such as ponds or xxxxxx, refer to the Stormwater Facilities Section of these Standards & Specifications. The City may consider approval of a proposed slope that is steeper than the criteria stated herein provided that a stamped geotechnical engineering report clearly states that the site-specific soils conditions are capable of supporting the proposed fill and that all recommendations of said report are incorporated in the site design. Any approved modification to the slope criteria will not exempt fill areas from the requirement of erosion stabilization as outlined herein. Approval of steeper fill slopes than a 2:1, from the setback behind sidewalks, will require additional pedestrian safety mitigation measures such as hand rail or alternate protection method as allowed by the City and meeting all ADA and OSHA requirements.
Slopes. No portion of the Project is located on slopes of greater than 30% nor upon identified unstable substrate. The Company is working with grading consultant Sunrise Engineering to ensure proper Project development upon sloped areas.
Slopes. In some cases, there may be relatively steep slopes on an Owner’s Lot. It is important to note that if slopes are not landscaped severe erosion and silting may occur. Therefore, it is recommended that the Owner landscape slopes as soon as possible after moving in. Slopes and banks should be planted with drought tolerant plants. Terracing, or surfacing with stone or other free draining materials can lessen erosion of slopes. Loose aggregate or wood chips are not recommended on slopes unless measures are taken to prevent erosion or displacement by wind and/or water. Slopes can also be seeded with ground covers, shrubs, and bushes to prevent erosion. Rock gardens are another technique to help prevent slope erosion and create a landscape amenity. Slopes given proper design treatment can become an attractive, interesting part of the landscape.‌
Slopes. Estimate the degree of dominant slope, or estimate the range of slopes encountered on the property.
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Slopes. A. Slopes located adjacent to Roadways, sidewalks and SUPs shall not be steeper than 3.5H:1V, except as follows:

Related to Slopes

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Loading RPMG shall schedule the loading and shipping of all outbound corn oil purchased hereunder, but all labor and equipment necessary to load trucks and rail cars and other associated costs shall be supplied and borne by Producer without charge to RPMG. Producer shall handle the corn oil in a good and workmanlike manner in accordance with RPMG’s written requirements and normal industry practice. Producer shall maintain the truck and rail loading facilities in safe operating condition in accordance with normal industry standards and shall visually inspect all trucks and rail cars to assure (i) cleanliness so as to avoid contamination, and (ii) that such trucks and railcars are in a condition suitable for transporting the corn oil. RPMG and RPMG’s agents shall have adequate access to the Ethanol Facility to load Producer’s corn oil on an industry standard basis that allows RPMG to economically market Producer’s corn oil. RPMG’s employees shall follow all reasonable safety rules and procedures promulgated by Producer and provided to RPMG reasonably in advance and in writing. Producer shall supply product description tags, certificates of analysis, bills of lading and/or material safety data sheets that are applicable to all shipments. In the event that Producer fails to provide the labor, equipment and facilities necessary to meet RPMG’s loading schedule, Producer shall be responsible for all costs and expenses, including without limitation actual demurrage and wait time, incurred by RPMG resulting from or arising in connection with Producer’s failure to do so.

  • Blasting Blasting shall be permitted only for road construction purposes unless advance permission is obtained from Forest Service. Whenever the Industrial Fire Precaution Level is II or greater, a fire security person equipped with a long handled round point No. 0 or larger shovel and a 5 gallon backpack pump can filled with water, will stay at location of blast for 1 hour after blasting is done. Blasting may be suspended by Forest Service, in areas of high rate of spread and resistance to control. Fuses shall not be used for blasting. Explosive cords shall not be used without permission of Forest Service, which may specify conditions under which such explosives may be used and precautions to be taken.

  • Logging The ISP will require the maintenance of network and application logs as part of BNY Mellon’s security information and event management processes. Logs are retained in accordance with law applicable to BNY Mellon’s provision of the services as well as BNY Mellon’s applicable policies. BNY Mellon uses various tools in conjunction with such logs, which may include behavioral analytics, security monitoring case management, network traffic monitoring and analysis, IP address management and full packet capture.

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. Experience: A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • System Logging The system must maintain an automated audit trail which can 20 identify the user or system process which initiates a request for PHI COUNTY discloses to 21 CONTRACTOR or CONTRACTOR creates, receives, maintains, or transmits on behalf of COUNTY, 22 or which alters such PHI. The audit trail must be date and time stamped, must log both successful and 23 failed accesses, must be read only, and must be restricted to authorized users. If such PHI is stored in a 24 database, database logging functionality must be enabled. Audit trail data must be archived for at least 3 25 years after occurrence.

  • The Site The site of the Project Highway (the “Site”) shall comprise the site described in Schedule-A in respect of which the Right of Way shall be provided by the Authority to the Contractor. The Authority shall be responsible for:

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: IS sieve Designation Percentage Passing by weight for graded aggregate of nominal size. 40mm 20mm 16mm 12.5mm 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

  • Workloads (a) The parties agree that patient care is enhanced if concerns relating to professional practice, patient acuity, fluctuating Work-Loads and fluctuating staffing are resolved in a timely and effective manner.

  • Landings After landings have served Purchaser’s purpose, Purchaser shall ditch and slope them to permit water to drain or spread. Unless agreed otherwise, cut and fill banks around landings shall be sloped to remove overhangs and otherwise minimize ero- sion.

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