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.
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. After completing trash and debris removal and any fill placement, the Contractor shall field fit each property for proper drainage. Care shall be taken to prevent excess drainage onto adjacent property beyond that amount normally draining across the property prior to demolition. The Contractor shall scrape and level the surface to meet adjacent contours and return the property to a natural state. Final grade shall to be to the satisfaction of the Town Project Manager. No site plan or grading plan will be required.
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. 000 xxxx xxxx).
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. The Contractor shall perform all excavation, shall construct all fills and embankments, and shall perform all grading work in accordance with the elevations and contours shown on the Drawings. The grading operations shall begin with stripping the topsoil from areas to be excavated, to be covered by embankment or fills, or to be occupied by pipelines, structures, roads and walks. The depth of top soil to be stripped shall be twelve inches (12") or the depth of topsoil shown in the subsurface investigation, whichever is greater. If stored on site for reuse, topsoil shall be placed on the site at locations acceptable to the Owner. Excavation shall conform to the limits shown on the Drawings or specified herein. Excavation shall not be made below grade except to provide depth required for bedding material or to remove unstable material. Extra excavation for removal of unstable material shall be performed only upon authorization by the Engineer. Any unauthorized excavation below grade shall be backfilled with material as specified herein and such excavation and backfill shall be at the expense of the Contractor. Excavated material suitable for use as backfill around structures, as trench backfill or as embankment fill may be stored at the site of the work until backfilling operations have been completed. Material which is unacceptable for use as backfill around structures, as trench backfill, as embankment fill, or as general fill on the site of the work shall be removed from the site and disposed of at the Contractor's expense. All excess excavated material shall be removed from the site of the work and disposed of at the Contractor's expense. Final backfill on the site of the work, except over areas to be occupied by structures, walks, roadways, paved areas, etc., shall be of such material as will support vegetation. The entire area disturbed by the construction operations shall be restored to original conditions by seeding and development of grass cover to prevent stream pollution resulting from soil erosion in accordance with the requirements of the GENERAL CONDITIONS. All fill material, not specified to be crushed stone, which is placed in areas to be occupied by structures, bearing slabs, footings, roadways, walks, embankments, dikes, or other earth structures shall be compacted to 95% of maximum density or the degree of compaction called for in the subsurface investigation report, whichever is greater. All fill material, not specified to be crushed stone...
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 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. Geotechnical Investigations 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 FESTIVAL FIELDS PARK MASTER PLAN 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 The elevation of the first floor is high relative to the surrounding watershed. This reduces the potential for the collection of sub-surface water around the foundation. You still have to maintain surface grades. Typical in-city lot, surface run off is controlled by patios and walks. It is essential to keep the drains and water pathways open. GROUND SLOPE at the BUILDING WALLS The grades are generally satisfactory but there are some low areas. Ideally you should try to develop ground slope directly around the house of 1 inch per foot for a distance of 6 feet with a clear continuous path for the water from there on. The ground does not slope away at one of the window xxxxx. It is recommended that you hire a qualified landscaper to correct any low areas or cavities found so that surface water runs away from the house.
