Project Site Description Clause Samples
The Project Site Description clause defines and details the physical location where the contracted work will take place. It typically specifies the address, boundaries, and any relevant site features or conditions that may affect the project, such as access points, existing structures, or environmental considerations. By clearly outlining the project site, this clause ensures all parties have a shared understanding of where the work is to be performed, reducing the risk of disputes related to site access, scope, or unforeseen site conditions.
Project Site Description. The Tigard Triangle is a 450-acre district located seven miles south of downtown Portland, just east of Downtown Tigard, and bounded by Interstate 5 (I-5), Highway 217, and Highway 99W (Pacific Highway). This close proximity to highways allows convenient regional auto access to the area but also creates major barriers for bike and pedestrian travel from nearby neighborhoods and destinations such as Portland Community College (Sylvania), downtown Tigard, and the ▇▇▇▇▇ Way office park. The Triangle has long been considered an area that could easily accommodate a considerable increase of residences, employment, and shopping/services. However over the last 50 years, growth in the area has been mainly limited to office buildings of varying size and big box retail stores on the district’s western side. See Attachments 1 and 2. In the past year, the Triangle’s first three story mixed-use building was constructed utilizing the city’s Vertical Housing Development program – the single development tool in place to incentivize mixed use projects in the district.
Project Site Description. The Site of 5.783 hectares earmarked for the Ecotourism & Adventure Park project is located in the heart of the Municipal Corporation Area of the city of Rewa, on the Bansagar Reservoir-fed scenic perennial Beehar River and on the NH-7, the major Varanasi/Allahabad-Khajuraho/Bandhavgarh tourist route. The Municipal Corporation land directly opens into the highway and right next to a road-bridge constructed across the river. The proposed project is to be located on a land admeasuring 5.783 hectares consisting of two islands in Beehar River, of areas 2.639 hectares and 1.007 hectares respectively, and municipal land located in village Nipania measuring 1.546 hectares. The Municipal Corporation land can be used to connect the islands to the main land and can act as a launching pad for housing basic amenities.
Project Site Description. The Three Lynx Hydroelectric Powerhouse (Powerhouse) is located approximately 22 miles southeast of Estacada in Clackamas County, Oregon. The 6.4 mile long water conveyance pipeline (pipeline) conveys water that is diverted from ▇▇▇▇ ▇▇▇▇▇▇▇, north to the Powerhouse for the generation of electricity. The Trestles are located at three different locations along the pipeline between ▇▇▇▇ ▇▇▇▇▇▇▇ and the Powerhouse at the following approximate locations: Cripple Creek S22 T5S R6E 45o 6’ 57”, 122o 03’ 28” 1,640 Pint Creek S35 T5S R6E 45o 05’ 22”, 122o 01’ 58” 1,910 Canyon Creek S31 T5S R7E 45o 05’ 14”, 121o 59’ 47” 1,960 The Cripple Creek Trestle supports a pipeline span of approximately 192 feet. The Pint Creek Trestle is approximately 92 feet across, while the Canyon Creek Trestle is approximately 163 feet across.
Project Site Description. The location of Rocky Creek relative to residential structures in the vicinity of the Old Arcata Road (OAR) culvert present a difficult problem and is a constraint to improving fish passage, habitat conditions, and flooding in this reach. Rocky Gulch passes under Old Arcata Road (OAR) at station 60+00 (i.e., 6,000 ft upstream of Humboldt Bay) through a pair of 3 ft and 1.5 ft diameter, 48 ft long concrete pipes (Figure 4). The present undersized culverts pass a total flood discharge up to approximately 100 cfs (estimated from hydraulic modeling as the 2 to 3-yr flood). At higher flows, floodwaters overtop the right bank, flow northwest across a pasture (floodplain), and collect in a secondary flood channel along the inboard ditch on the east side of OAR (Figure 3) . The pasture slopes gradually away from the channel and toward the inboard ditch, encouraging flood flow in a north- westerly direction. Streamflows collected in the secondary flood channel pass through a 1.5 ft diameter culvert at the foot of Rocky Creek Road before rejoining Rocky Gulch. Floods exceeding approximately a 5-yr recurrence interval overwhelm the ditch and secondary culvert capacity and flow overtops the road (Figure 5). A previous landowner constructed a berm along the right bank of the main channel for approximately 150 ft upstream of the culvert, in an attempt to route flood flow to the OAR culvert. This effort has been unsuccessful, primarily due to the undersized OAR culvert and the sloped topography. The OAR culvert was assessed during a culvert passage survey conducted by Humboldt County (▇▇▇▇▇▇ and Associates 2000), which reported the following: Site #27: Rocky Gulch; Old Arcata Road Priority Ranking = #22 Overall condition: Poor, one culvert is overgrown and completely plugged with fine sediment. Entire channel flows through one 3’ pipe (nearly full at low summer flow). on a regular basis. Downstream of OAR, the channel is severely undersized (approximately 8 ft wide). Building structures (garage on right bank, small rental house on left bank) encroach the channel at station 59+00, leaving 45 ft between garage and rental house. At this same location, two small culverts (1.5 and 3 ft diameters) (henceforth referred to as “the downstream crossing”) are embedded into the landscaping to allow foot traffic and lawnmower passage across the creek (Figure 6). A large plunge pool has formed at the outlet of these culverts. Below the plunge pool, the channel is narrow, confined, and...
Project Site Description. Within sixty (60) days after construction of the Project has been completed and an “as-built” survey has been prepared for the Project, Seller shall provide to Buyer a legal description of the Project corresponding to Attachment 1 to Exhibit D hereto.
Project Site Description. The Highway 99W corridor runs from Portland city center to Tigard and beyond. It is administered by the Oregon Department of Transportation {ODOT). Within the Portland’s city limits, it is 6.5 miles long and carries about 16,200 motor vehicles a day. Buses along the corridor carry approximately 8,000 passengers on a typical weekday. The study area for this project is schematically a 1/2 mile-wide swath centered on ▇▇ ▇▇▇▇▇▇ Boulevard from the Portland city center to the Tigard border. From ▇▇▇▇▇▇▇▇▇▇▇ to the Tigard boundary, most of the properties are zoned General Commercial {CG), which allows a mix of commercial and residential uses, FARs of 3:1, 45’ height limits, 85% building coverage, and because of the frequent bus service, there is no minimum parking requirement. The majority of Barbur Boulevard is characterized by post-war auto-oriented commercial development that lacks distinct centers or a sense of place. Barbur parallels I-5 within the Portland city limits before crossing it at the Tigard/Portland boundary. Its close proximity to I-5 will be key to ODOT discussions and understanding what influence HCT would have on mobility patterns in the corridor and how the design of the HCT infrastructure can take advantage of the transit ridership demand through Southwest Portland and City of Tigard neighborhoods. Portland Community College {PCC) is at the terminus of the corridor in the city of Portland. The campus currently serves over 26,000 students over the course of a year and is expected to grow in the future. PCC’s plans include a pledge to reduce carbon emissions by 80 percent below 1990 levels by 2050 and sustainable transit and transportation are part of that plan. The corridor traverses the Willamette River, ▇▇▇▇▇ Creek, and Fanno Creek watersheds and is crossed by numerous streams, most of which are in stormwater pipes or culverts. Significant natural resource areas exist along the corridor. Portland’s Transportation System Plan (TSP) designates the corridor as a Major City Traffic Street, Regional Transitway & Major Transit Priority Street, City Bikeway, City Walkway, Regional Truckway, and Major Emergency Response Route. In other words, the plan is to have the highest quality facilities for every mode of transportation concentrated into the corridor. The street design designation toggles between Regional Corridor and Regional Main Street, indicative of the fact that the desired outcome for Barbur varies throughout its length. The TSP also sho...
Project Site Description. Property #1 Property #2 Property #3 Property #▇ Property #9 Property #10 Property #11 Property #12 Property #▇▇ Property #20