Localization Should any Seller Affiliate and any Customer Affiliate wish to enter into an agreement for the provision of Deliverables, Products and/or Services ("Local Agreement") in Canada, the United Kingdom, the United States, Australia, Ireland, Singapore, South Africa or Hong Kong (as applicable), Local Agreement(s) can be agreed between the Parties and added as Exhibit(s) to this Agreement by way of addendum. The terms of this Agreement shall be incorporated into each such Local Agreement except to the extent that the Local Agreement expressly states that any amendments shall take precedence. By: By: {{cby_es_:signer1:signature }} Name: Name: {{cname_es_:signer1:fullname }} Title: Title: {{ctitle_es_:signer1:title }} (Authorised Signatory) Date: XX/XX/XXXX Date: {{cdate_es_:signer1:date}} Exhibit A Dated the ___ day of __________, , to the Between CDW MIDDLE EAST FZ-LLC, and ____________________ Customer Affiliates Purchase Orders may be issued and Statements of Work executed pursuant to the Agreement by the following Customer-designated parties: Affiliate Name: ______________________________ Address: ______________________________ FEIN Number: ______________________________ DUNS Number: ______________________________ Account Number: ______________________________ Affiliate Name: ______________________________ Address: ______________________________ FEIN Number: ______________________________ DUNS Number: ______________________________ Account Number: ______________________________ Affiliate Name: ______________________________ Address: ______________________________ FEIN Number: ______________________________ DUNS Number: ______________________________ Account Number: ______________________________ Exhibit B Dated the ___ day of __________, , to the Between CDW MIDDLE EAST FZ-LLC, and ____________________
Scaling “Scaling,” as used herein, involves:
Lots 5.1. The 1 (one) standard lot size is the measurement unit specified for each CFD. The Company may offer standard lots, micro-lots and mini-lots, in its discretion, as defined from time to time in the Contract Specifications or the Company’s Website.
Development of the Property Except as modified by this Agreement, the Development and the Property will be developed in accordance with all applicable local, state, and federal regulations, including but not limited to the City’s ordinances and the zoning regulations applicable to the Property, and such amendments to City ordinances and regulations that that may be applied to the Development and the Property under Chapter 245, Texas Local Government Code, and good engineering practices (the “Applicable Regulations”). If there is a conflict between the Applicable Regulations and the Development Standards, the Development Standards shall control.
Project 3.01. The Recipient declares its commitment to the objectives of the Project. To this end, the Recipient shall carry out the Project in accordance with the provisions of Article IV of the General Conditions.
Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-50 SUBGRADE. The soil which forms the pavement foundation.
Searchability Offering searchability capabilities on the Directory Services is optional but if offered by the Registry Operator it shall comply with the specification described in this section.
Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. Preventative Maintenance ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.
Surface Grade and shape the road surface, turnouts, and shoulders to the original shape on the TYPICAL SECTION SHEET. Inslope or outslope as directed to provide a smooth, rut-free traveled surface and maintain surface water runoff in an even, unconcentrated manner. Blading shall not undercut the backslope or cut into geotextile fabric on the road. If required by the Contract Administrator, water shall be applied as necessary to control dust and retain fine surface rock. Surface material shall not be bladed off the roadway. Replace surface material when lost or worn away, or as directed by the Contract Administrator. Remove shoulder berms, created by grading, to facilitate drainage, except as marked or directed by the Contract Administrator. For roads with geotextile fabric: spread surface aggregate to fill in soft spots and wheel ruts (barrel spread) to prevent damage to the geotextile fabric.
Project Site The “Project Site” is the place where the Work is being carried on.