Site Grading Sample Clauses
The SITE GRADING clause defines the requirements and standards for preparing and leveling the land at a construction site before building begins. It typically outlines the responsibilities for removing debris, filling or cutting soil to achieve the desired elevation, and ensuring proper drainage. By specifying these procedures, the clause ensures the site is safe, stable, and suitable for construction, thereby preventing future structural or drainage issues.
POPULAR SAMPLE Copied 7 times
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. 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. SITE CHARACTERISTICS GROUND SLOPE at the BUILDING WALLS
Site Grading. Master Developer and any Designated Builder may grade portions of the Property in conformance with the approved Master Drainage Study and applicable Development Parcel Technical Drainage Studies prior to approval of any additional drainage studies provided the Master Traffic Study has been approved, a Master Rough Grading Plan(s) has been approved for the area to be graded, the pertinent Development Phase Final Map is recorded and a completion bond has been posted with the City for the cost of the proposed grading. The completion bond will not exceed one million dollars ($1,000,000.00) for each Master Rough Grading Plan (i.e. ▇▇▇ ▇▇▇▇ ▇▇▇▇).
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. The T20 Tracker™ system may be installed sloping up to 3 degrees in the E-W and/or N-S directions, and can accommodate from 0.3m – 1.0m Solar Panel ground clearance at max tilt of 45 degrees, in order to accommodate most undeveloped sites without a requirement for extensive site grading. Following contract signature and as part of the development of the detailed site layout, site topographical information will be reviewed in order to determine whether a requirement for site grading may be avoided.
Site Grading. Developer agrees to pregrade the Phase I area including proposed public street rights-of-way. Grading plans shall be reviewed and approved by the Commissioner of Public Works. The grading plan must be approved prior to design engineering of the public improvements. Grading shall be to within three
Site Grading. In order to construct the Subdivision Improvements and otherwise
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.