Excavation If an excavation shall be made upon land adjacent to the Leased Premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the Leased Premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which the Leased Premises form a part from injury or damage and to support the same by proper foundation, without any claim for damages or indemnity from Landlord, or diminution or abatement of Rent.
Construction Standards The Developer shall construct the Subdivision in accordance with the Subdivision Plan, as approved by the Planning Commission, and if applicable, the requirements of the Design Review Committee, and in accordance with the requirements of
(a) the Millington Subdivision Regulations; (b) standards and specifications contained in “Local Public Works Standard, and Specifications”, as amended to include specific requirements for construction in Millington, TN; (c) the Building Code (as adopted by Shelby County); (d) the Fire Code (as adopted by Shelby County); (e) the Millington Zoning Ordinance; and (f) the applicable Ordinances of the City. Items (a) through (f) are hereby made a part of this Agreement by reference and are hereinafter referred to collectively as the “Codes”. References herein to the Codes are to those in effect on the Effective Date unless amendments are hereafter made which apply to all improvements or subdivisions regardless of their date of commencement and/or completion of construction. The Conditions of Approval established by the Planning Commission, and, as applicable, the Design Review Committee (any or all of which as may have been modified by the Board of Mayor and Aldermen) are set forth in Exhibit “A” to this Agreement and are incorporated herein by reference and made a part hereof.
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: 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
Groundwater Any water, except capillary moisture, beneath the land surface or beneath the bed of any stream, lake, reservoir or other body of surface water within the boundaries of this state, whatever may be the geologic formation or structure in which such water stands, flows, percolates, or otherwise moves.
ADJACENT EXCAVATION-SHORING If an excavation shall be made upon land adjacent to the demised premises, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter upon the demised premises for the purpose of doing such work as said person shall deem necessary to preserve the wall or the building of which demised premises form a part from injury or damage and to support the same by proper foundations without any claim for damages or indemnity against Owner, or diminution or abatement of rent.
Project Site The “Project Site” is the place where the Work is being carried on.
Reformulation Standard “Reformulated Products” shall mean Products that contain concentrations less than or equal to 0.1% (1,000 parts per million (ppm)) of DEHP when analyzed pursuant to U.S. Environmental Protection Agency testing methodologies 3580A and 8270C or other methodology utilized by federal or state government agencies for the purpose of determining the phthalate content in a solid substance.
Classification Structure All employees working under this Agreement shall be classified according to the skill based classification structure set out in Appendix A.
Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates.
(b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected.
(c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)
Reformulation Standards A “reformulated” product (a) contains lead in concentrations that do not exceed 90 parts per million, equivalent to 0.009%, in any exterior parts analyzed pursuant to U.S. Environmental Protection Agency (EPA) methodologies 3050B and 6010B, or (b) yields a result of no more than 1.0 micrograms of lead when sampled according to NIOSH 9100 protocol and analyzed according to EPA 6010B. In addition to the above tests, the Settling Entity may use equivalent methods utilized by any California or federal agency to determine lead content in a solid substance or the amount of the bioavailability of the toxicant through a wipe test, respectively.
