Foundation Wall Backfill. At each compacted backfill layer, at least 1 test for each 100 feet (30 m) or less of wall length, but no fewer than 2 tests.
Foundation Wall Backfill Sample Clauses
Related to Foundation Wall Backfill
Fill, Backfill and Landscaping No soil found on Site, or transported to the Site from remote locations, which contains debris or waste or Hazardous Materials shall be used for fill, backfill or landscaping topsoil.
Retaining Walls Prepare preliminary retaining concepts to be shown on schematics, typical sections, and cross sections. • Determine if any additional walls are required and verify the need for and length of the retaining wall as shown on the ultimate schematic. • Compute and tabulate retaining wall quantities for preliminary design milestone plans submittal.
Foundations nor shall the Contractor be responsible for correction of leaks resulting from said failure.
Foundation In their respective agreements, the parties have recommended that a temporary manpower/resource pool of permanent employees be set up to cover normal absences (Section 20 of the Agreement). The parties agree that the employees working in such a pool can also be used to cover peak activities or in other temporary situations that call for extra xxxxxxx.
PAVING Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all platted control irons (set or not), including plat boundary irons, for the entire sub-division, not just the current phase ▪ benchmarks, including TBM set with preliminary survey In addition to the required coordinate information, the following shall be included in all plans, at a minimum, as needed for construction staking on all City projects. ▪ Include copy of plat(s) on all plans, as relevant and approved by the Design Engineer ▪ Benchmarks – minimum of two City standards, four total desirable; as close to project as possible, even if TBM set with preliminary survey. ▪ Benchmark elevations must be in the same datum as the design (i.e. NAV 88 design needs NAV 88 benchmarks, not NAV 29) ▪ All control irons/identified property irons shall be shown on plans, with BL stationing and offset ▪ Show deflection angles in BL, and/or bearing/azimuth of BL sections ▪ Arterial project side streets – provide BL station at CL of intersection of the two streets, on the BL; BL station and offset to CL of side street at removal limits; include deflection angle from BL to CL of side street ▪ Existing FL/pavement grades shown at all match points ▪ Top of curb grades and stationing at all ends-of-return and horizontal/vertical P.I.’s, not just even stationing ▪ CL top of pavement grades for arterial ▪ CL elevation for streets on mass grading work @ 100’ Sta in tangent sections and 50’ on curves.
Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: IS sieve Designation Percentage Passing by weight for graded aggregate of nominal size. 40mm 20mm 16mm 12.5mm 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10
Physical Architecture 59.2.1 CenturyLink's network architecture in any given local exchange area and/or LATA can vary markedly from another local exchange area/LATA. Using one or more of the NIMs herein, the Parties will agree to a physical architecture plan for a specific LATA, or if appropriate based on other requirements in Section 59, Local Calling Area. The physical architecture plan, as described in the Local Interconnection POI Profile, will be discussed during joint implementation planning. CLEC and CenturyLink agree to Interconnect their networks through existing and/or new Interconnection Facilities between CLEC switch(es) and CenturyLink's End Office Switch(es) and/or Tandem Switch(es). The physical architecture plan will be in accordance with Forecasting and Planning requirements in Article IV.
Mowing Mowing, edging (of sidewalks, paved approaches and curbs), litter removal, herbicide treatment, grass clipping removal, and brush control are included under one bid item. Regular mowing under this contract is generally limited to mowing areas of shoulders, front and back slopes of ditches less than or equal to three-to-one (3:1) slope, roadside retention areas, dry roadside ditch bottoms, median islands and various width utility strips and similar areas. Slope mowing, which is also a contract requirement, is generally limited to slopes greater or steeper than three-to-one (3:1) and are relatively inaccessible to the use of conventional mowing equipment (e.g., steep slopes, retention area banks and shores, bridge/overpass banks, canal banks, wet roadside ditches, etc). These types of areas will normally require equipment specifically designed for this type of work. When slope mowing is performed, it will incorporate the use of string trimmers to protect the integrity of the slope and prevent damage to the turf. Sign posts, mailboxes, guardrails, trees, roadside outfall structures, fences, divider walls, shrubs, plants, light poles, utility flags or other such obstacles to mowing will be hand mowed or trimmed around as necessary to present a groomed appearance. Top of vegetation on wet bottom ditches areas must be cut-off to the water’s level. Particular attention will be paid to planted areas. Any damage that occurs to plants, trees, shrubs, mulched beds, tree rings, sprinkler heads, etc., will be repaired or restored, at the Contractor’s expense, before the cycle is completed. Mowing will also include grass clipping removal and litter removal, edging, and herbicide treatment. These costs will be included in the unit price bid for right-of-way mowing.
Study Area The study area focused on the Bulk Power System in South-Eastern New York between Albany and New York City, and voltages underlying systems at 115 kV and above in the lower Xxxxxx Valley (Zones G, H & I). In the PSS™E power flow base case provided by NYISO, facilities rated at 115 kV and above in PSS™E designated areas 6 through 11 are monitored in the study. These areas are: • Capital District • Xxxxxx • Millwood • Xxxxxxxxx • Con Ed • Long Island
Cutting, Patching, and Fitting The Contractor shall do all cutting, patching, and fitting of the Work that may be required to make its several parts come together properly and fit.
