Site Grading Sample Clauses

Site Grading. The DEVELOPER, hereby, agrees to construct all site grading to comply with the approved Construction Plans, including the approved Erosion Control Plan for the PROJECT and to comply with the Engineering Standards and Specifications, Stormwater Ordinance, and all other codes and ordinances enforced by the CITY.

Site Grading. 1. The site grading for buildings and facilities shall be designed to best engineering practices by a registered Civil Engineer. 2. Slopes for cuts and fills shall not be steeper than 1 unit vertical in 2 units horizontal unless approved by the Owner. 3. Compaction of soil for regular grading or landscaping will be to a minimum of 90% of maximum density. 4. Avoid final grade elevations above the building weep holes unless specifically approved by the Owner.

Site Grading. Seller shall at no cost or expense to SSS undertake the grading of the Site where the Wet Plant is to be located. Seller shall do so in accordance with applicable Law and Prudent Construction/Operation Practice and shall complete such Site grading prior to the Required On-Site Construction Date.

Site Grading. SITE CHARACTERISTICS GROUND SLOPE at the BUILDING WALLS

Site Grading. All site grading work the Developer is required to complete in connection with the development of the Property, pursuant to grading plans to be prepared by Developer and approved by the City Planning Director in accordance with applicable site grading, erosion control and stormwater management regulations.

Site Grading. Ground setling around foundation walls, utility trenches, or other filled areas shall not interfere with water drainage away from the home.

Site Grading. Prior to the stripping of any top soil and site grading, the Developer shall have installed temporary soil erosion and silt control structures and facilities until the Storm Water Detention Facilities are constructed and conform as near as possible to all the recommendations by the United States Department of Agriculture, Soil Conservation Service, and construct any additional silt basins, vegetative waterways or control structures as may be recommended by the Authority Engineer to prevent water and siltation damages to adjoining properties.

Site Grading. The SunPower™ Tracker shall be installed sloping up to 6 degrees in the E-W and/or N-S directions, and can accommodate from 0.3m – 1.0m PV module ground clearance at max tilt of 45 degrees, in order to accommodate most undeveloped sites without a requirement for extensive site grading.

Site Grading. The site grading needs to be understood even at the Master Planning stage to best address the specific uses that will be programmed for the site. J2 understands that if the project program includes multi-use sports fields, the slope of the fields should not vary far from ½ of a percent due to the resulting fall across a ballfield or soccer field which could result in almost two feet of elevation change. If percentages of slope are increased, the SITE FLOOD ZONES elevation change would be greater and could result in challenging field layouts. Understanding the balance of facility type, use, playability, and maintainability of slopes becomes critical in evaluating design and cost impacts. J2 will evaluate site grading during the Master Planning stage so that field of play, parking, and other pedestrian areas have been evaluated relative to grade change, erosion potential, impacts to retaining wall needs, and transitions to surrounding existing grades. J2 understands that in park sites adjacent to river environments the subsurface soils are often characterized by deposits of cobble and sand layers. These layers can pose challenges to many aspects of park development including, but not limited to; earthwork, parking lot subgrade compaction, building and light pole foundations, and challenges in the development of a root zone that would provide for turf growth. J2 would propose that geotechnical investigations be part of the Master Planning effort to better understand the subsurface conditions throughout the park expansion areas. These subsurface conditions will have a direct correlation to the development of any cost related models for this site. The geotechnical investigation at the initiation of the Master Plan and the related expense will pay major dividends to the City when establishing a realistic CIP relative to addressing the subsurface conditions.

Site Grading. 3.4.1 Perform all rough and finish grading to achieve the finished elevations indicated on the drawings. Maintain positive drainage towards the shoreline.