Retaining Wall Sample Clauses

Retaining Wall. The owner shall provide to the Chief Building Official engineered stamped drawings of the retaining wall prior to issuance of a building permit.

Retaining Wall. Purchaser/ Tenant of Lot 273 is advised that there is a retaining wall which encroaches into the Purchaser's lot, as required by the Vendor, its architect or engineer. All maintenance of the retaining wall on the property shall be the responsibility of the Purchaser after closing. (1) The Purchaser acknowledges that the Dwelling to be erected upon the said property is located in a construction site. The Purchaser agrees not to enter upon said property without a) the builder's permission and b) without the appropriate head and footwear if such permission is received. The Vendor in its absolute discretion may invite the Purchasers or one of them as the Vendor deems appropriate to visit and view the dwelling unit with a representative of the Vendor prior to drywall being installed provided that construction timing and weather conditions permit. The Purchaser covenants and agrees that should such entry be permitted by the Vendor, the Purchaser shall enter the premises at their own risk and shall not be permitted entry without wearing all required safety apparel including without limiting the generality of the foregoing safety boots and hard hat and any other apparel that may be required by any governmental authority. The Vendor shall supply hard hat and safety boots to Purchasers at no expense to the Purchasers. The Purchasers covenant and agree that the Vendor assumes no responsibility nor liability for any injury that may occur to any Purchaser and the Purchasers acknowledge and confirm that they assume all liability and responsibility for any injury which they may suffer or incur as a result of such entry. The Purchasers also acknowledge that such entry shall only take place in the presence of and under the supervision of a representative of the Vendor and any visit may be terminated by the Vendor's representative in their sole and absolute discretion. Save as set out herein and in this Agreement, no other entry shall be permitted by the Purchaser to the dwelling until closing. The Purchasers further covenant and agree to execute any form of Release prior to such entry that may be required by the Vendor. (2) The Purchaser acknowledges that, in any event, no children under the age of 16 shall be allowed on the said property prior to closing. (3) Should the Purchaser enter upon the property without proper permission and safety apparel, the Purchaser agrees to indemnify and save the Vendor harmless from the consequences of any actions or claims brought against...

Retaining Wall. The retaining wall structure shall be constructed to lines and grades determined by the plans as required in Sections A.8. and A.23 of the Contract. Backfill will be provided by the Authorized User or bid item “Select Granular Backfill”. The item “Select Granular Backfill” cost shall only include the cost of the material and transport to the project location, all other costs in handling, placing, grading, and compacting is to be included in other bid items. It shall be the Contractor’s responsibility to select, place, and compact the material in accordance with the design of the retaining wall structure. All combinations of backfill and geosynthetic reinforcement materials shall be based on the plans developed as outlined in section A.8. All geosynthetic reinforcement materials shall be on the TDOT Qualified Products List 36 at the time of installation. (Reference link: ▇▇▇▇▇://▇▇▇.▇▇.▇▇▇/tdot/materials-and-tests/research---product- evaluation-and-qualified-products-list.html for latest updates).

Retaining Wall. Phase 2 (Contingency Task)

Retaining Wall. The concrete masonry unit retaining wall located at the east end of Buckingham Drive has started to fail. The wall has started to rotate. Continued wall movement is highly probable. Remove existing wall system and install a new designed concrete masonry unit retaining wall system. Several of the Facility’s concrete sidewalk sections have settled or heaved over the years - causing tripping hazards. While the sidewalk fields have not spalled or cracked, we recommend grinding down the trip edges only. Sidewalk sections are severely cracked and deteriorated. Such condition were noted at the front entrance sidewalks. Remove deteriorated sections, prepare bed, and install new 4" thick sidewalks. Sidewalk sections that exhibit cracks but that do not warrant replacement should have all cracks pointed with a non-shrinking grout.

Retaining Wall. Figure A. 2 - ▇▇▇▇▇ County pond, ▇▇▇▇ ▇▇ ▇▇▇▇ ▇▇▇., ▇▇▇▇▇▇▇▇▇, ▇▇▇▇▇▇▇▇▇▇, ▇▇▇▇▇ 25.0

Retaining Wall. This task covers the potential for investigation and retaining wall parameters for retaining walls if required for design. For the purpose of developing this contingency task, we are assuming four retaining wall locations with retaining wall heights up to eight (8) feet high. ▪ Complete six (6) borings to depths of up to 15 feet below ground surface (or refusal if encountered at a shallower depth) for use in retaining wall design. ▪ Provide recommendations for the design and construction of retaining walls up to eight (8) feet in height including foundation type, allowable bearing capacity, and lateral earth pressures.

Retaining Wall. Clark County pond, Clark County, ▇▇▇▇ ▇▇ ▇▇▇▇ ▇▇▇., ▇▇▇▇▇▇▇▇▇, ▇▇▇▇▇▇▇▇▇▇, ▇▇▇▇▇. Figure 4.3 - Balsam 7-11, Kitsap County, Lund Ave. SE and ▇▇▇▇▇▇▇ Ave., Port Orchard, Washington, 98366. Figure 4.4 - ▇▇▇▇▇▇ Firs, Kitsap County, K.C. Place and Cedar Rd E., Port Orchard, Washington, 98366. Figure 4.5 – Cimarron, King County, N.E. 12th Place and ▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇, ▇▇▇▇▇▇▇▇▇, ▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇. 25.0 20.0 15.0 10.0 5.0 0.0

Retaining Wall a structure composed of concrete, steel or other approved building material constructed for the purpose of supporting a cut or filled embankment which would otherwise not comply with the requirements or standards set forth in this Part, and which is more than 2 feet in height as measured on the exposed vertical surface of the wall. Site–a single lot, tract or parcel of land, or a series of lots, tracts or parcels of land which are adjoining and with respect to which grading work is to be continuous and performed generally at the same time. Slope–the percent of rise or descent of the land surface calculated by dividing the number of feet of vertical rise/descent in elevation by the number of feet of horizontal distance, expressed as a percentage. Slope shall be calculated between contour intervals used to prepare the existing site topographic plan but in no case shall the vertical interval exceed 2 feet. The percent of slope is determined from on- site topographic surveys prepared with a 2-foot contour interval or topography taken from controlled aerial photography at 2-foot intervals. The slope of the land shall be shown on a plan of the property based on the following six categories: