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. 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. Xxxxxxxxx agrees to pre-grade the Phase II 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 (3) inches of the roadway sub-grade as established in the paving plans. Grading shall match design grades at the right-of-way line. Material in any fill areas shall be placed in accord with Section 401.5 of the City of Milwaukee Department of Public Works Street Construction Specifications dated July 1, 1992. The Developer is responsible for obtaining any and all permits required to undertake grading activities.
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. 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.
