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Project/Contract Description Sample Clauses

Project/Contract Description. Westwood 1 & 2 Real Estate Purchase and Sale Agreement, dated April 8, 2005, between Westwood, LLC and Falcon Land and Development, LLC. Assignment dated June 1, 2005 from Falcon Land & Development, LLC, as assignor and Westwood 1191 Associates, LLC, as assignee. Option and Development Agreement dated May 16, 2005 between Westwood Berkshire Landbank, LLC and Transeastern Properties, Inc. Construction Agreement dated May 16, 2005 between Westwood Berkshire Landbank, LLC and Transeastern Properties, Inc. (attached as Exhibit “F” to the Option and Development Agreement between these parties) TE/TOUSA Senior, LLC 20-0000000 EH/Transeastern, LLC 20-0000000 Account Number 2000028091552 Account Name EH/Transeastern, LLC State in Which Account is Located Florida Lxxxxx & Wxxxxxx to prepare.
Project/Contract Description. The Community Development Commission (Commission) is seeking your Board’s approval to execute a one-year Purchase Agreement with Stack Computer, Inc. (Contractor) to purchase two (2) XXX Xxxxxxxxxxx (EMC) Storage Area Network (SAN) systems, EMC data replication software and EMC installation services, maintenance and training at a not to exceed cost of $394,405. There is no impact on the County’s General Fund. The Purchase Agreement will be funded with a total of $394,405, which is comprised of $136,962 for installation services, maintenance and training, and $257,443 for the purchase of the hardware, software and services. The funds will originate from the Commission general funds and need to be incorporated into the Commission’s approved Fiscal Year 2004-2005 budget.

Related to Project/Contract Description

  • Project Description In two or three brief sentences, provide a concise description of your exhibition. Include the subject matter, type of objects to be included (paintings, sculpture, manuscripts, etc.), those responsible for organizing the exhibition, and catalogue author(s).

  • Site Description {Buyer Comment: Provide a legal description of the Site, including the Site map.}

  • Work Description T-804 Opening Roads - Removal of closure devices, cleaning ditches, removing berms, and blading the traveled-way T-811 Closing Roads - Entrance treatment for 150' cross-rip; debris block (slash, earth, berm, rocks, etc.) + seed + water bar T-811 Closing Roads - Water bar frequency per BMPs for remainder of road T-811 Closing Roads - Engineering Rep. or Construction Inspector must be notified prior to performing closeout ple S am 76P Single Lane / Level 1 76 0.00 Ending 0.30

  • SERVICE LEVEL DESCRIPTION The Fund Accounting Agreement is hereby amended by deleting the Service Level Description attached thereto and replacing it in its entirety with the Service Level Description attached hereto.

  • Service Description 2.1 General

  • Task Description This task includes activities associated with permit-required monitoring conducted in accordance with the conditions specified by state or federal regulatory agencies. All monitoring tasks must be located within or adjacent to the Project area and follow the Department’s Regional Coastal Monitoring Program and FWC's marine turtle and shorebird monitoring programs. Guidance for monitoring of nearshore resources is available in the Department's Standard Operation Procedures For Nearshore Hardbottom Monitoring Of Beach Nourishment Projects. The Local Sponsor must submit work products directly to the appropriate state or federal regulatory agencies in accordance with permit conditions to be eligible for reimbursement under this task, unless otherwise directed.

  • Construction Progress Schedule A schedule indicating proposed activity sequences and durations, milestone dates for receipt and approval of pertinent information, preparation, submittal, and processing of Shop Drawings and Samples, delivery of materials or equipment requiring long-lead time procurement, and proposed date(s) of Material Completion and Occupancy and Final Completion. The schedule will be developed to represent the sixteen or seventeen CSI Specification Divisions. It shall have a minimum number of activities as required to adequately represent to Owner the complete scope of work and define the Project’s critical path and associated activities. If the Project is to be phased, then each individual Phase should be identified from start through completion of the overall Project and should be individually scheduled and described, including any Owner’s occupancy requirements and showing portions of the Project having occupancy priority. The format of the schedule will have dependencies indicated on a monthly grid identifying milestone dates such as construction start, phase construction, structural top out, dry-in, rough-in completion, metal stud and drywall completion, equipment installation, systems operational, Material Completion and Occupancy Date, final inspection dates, Punchlist, and Final Completion date.

  • System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass xxxxxx. In addition to runoff conveyance, the grass xxxxxx also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off-site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12-inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1- 2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after [Municipality Name] accepts verification of construction from the project engineer.

  • Contract Schedule The information set forth in the Contract Schedule is true and correct.

  • Product Description The lead products covered by this Settlement Agreement is limited to following Amazon Identification Number (ASIN) B07Y35S3M9, with the description, "DEVMO 63/37 Tin Lead Rosin Core Flux 0.8mm Diameter Soldering Solder Wire 100g Reel," which was offered for sale by the Settling Entity on xxxxxx.xxx, hereinafter the “Product” or “Products.”