Workshop description Clause Samples

Workshop description. This workshop will provide a project that could be completed by most stitchers within 5-6 hours of stitching time in the basketweave stitch. The Teacher will discuss design concepts and assist the stitchers in decision-making throughout the class. Students will have the opportunity to paint their own threads and integrate them into their projects. One-on-one attention will be provided for each student. • Project size: Canvas – 3.25” x 3.25”, Finished Frame size – 10” x 10” • Stretcher bars not necessary. • Introduction of Teacher, demonstrate her finished pieces, speak a little about design concepts and inspirations • Students will hand paint a small selection of threads for use in their projects. • Design (under instruction) a canvas to be stitched • Lay some gilding and gauze for “▇▇▇▇▇ stitching” technique • Begin stitching their design • Continue stitching and finishing the design. • Embellishing finished canvas, mounting in frame. Show and tell.
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Workshop description. ‌ The different workshops will be related according to the following pattern: a short introduction, the description of the flow of the different activities, the conclusive reflections which are the points taken into consideration for the refinement of activities. 6.2.1 Explorative workshop on DiDIY&Legal System – Milan‌ The explorative workshop on DiDIY&Legal System was held in Milan on 23rd September 2016. During the same workshop session was also executed the workshop on DiDIY&Creative Society.
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Workshop description. Businesses evolve in an animated environment operating in local, regional, and international context. It is therefore natural to adopt animation tools and techniques to visualise changing environments. Furthermore, Animation Businesses provide useful paradigms of networked production and distribution environments that may inspire and influence modern business models at large.
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Related to Workshop description

  • 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 9314A Single Lane / Level 1 NFSR 9314 0.00 END 0.20

  • 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 ▇▇▇▇▇▇. In addition to runoff conveyance, the grass ▇▇▇▇▇▇ 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 Waukesha County accepts verification of construction from the project engineer.

  • 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.

  • 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.}