Project Site Description Sample Clauses

Project Site Description. Property #1 West Half (W 1/2) of the Southwest Quarter (SW 1/4) of Section 21, and the West Half (W 1/2) of the Northwest Quarter (NW 1/4) of Section 28, all in Township 99 North, Range 21, West of the 0xx X.X. Xxxxx Xxxxxx, Xxxx, XXXXXX: The North 561.00 feet of the East 444.00 feet of the Northwest Quarter (NW 1/4) of the Southwest Quarter (SW 1/4) of Section Twenty-one (21); township Ninety-nine (99); Range Twenty-one West (R 21 W) of the 5th Prime Meridian, Worth County, Iowa containing 5.72 acres more or ess which includes 0.34 acres of existing public right of way. Property #2 The West Half (W 1/2) of the Southeast Quarter (SE 1/4) and the East Half (E 1/2) of the Southwest Quarter (SW 1/4) of Section Twenty-one (21), and the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of Section Twenty-eight (28), all in Township Ninety-nine (99) North, of Range Twenty-one (21), West of the 5th P.M. EXCEPT: A parcel of land located in the Northeast Quarter (NE 1/4) of the Southwest Quarter (SW 1/4) and the Northwest Quarter (NW 1/4) of the Southeast Quarter (SE 1/4), all in Section Twenty-one (21), in Township Ninety-nine (99) North, of Range Twenty-one (21) West of the 5th P.M., Worth County, Iowa, more particularly described as follows: Beginning at the center of said Section Twenty-one (21); thence S 90 degrees 00' E Four Hundred Seventy-two and Seven-tenths (472.7) feet along the North line of the Northwest Quarter (NW 1/4) of the Southeast Quarter (SE 1/4); thence S 0 degrees 00' E Three Hundred Eighty-two and Nine-tenths (382.9) feet; thence N 86 degrees 21' W One Hundred Nineteen and Two-tenths (119.2) feet; thence S 0 degrees 00' E Three Hundred Eighty-two and Six-tenths (382.6) feet; thence N 89 degrees 12' W Five Hundred Two and Four-tenths (502.4) feet; thence N 0 degrees 21' W Seven Hundred Sixty-six and Three-tenths (766.3) feet to the North line of the Northeast Quarter (NE 1/4) of the Southwest Quarter (SW 1/4); thence S 89 degrees 56' E One Hundred Fifty-three and Four-tenths (153.4) feet along said North line to the point of beginning. Property #3 East One-half (E 1/2) of Southeast Quarter (SE 1/4) of Section Twenty-one (21) all in Township Ninety-nine (99) North, Range Twenty-one (21), Xxxx xx xxx 0xx X.X., Xxxxx Xxxxxx, Xxxx. Property #0 Xxxxx Xxxx Xxxxxxx (XX 1/4) of Section Twenty-eight (28), Township Ninety-nine (99) North, Range Twenty-one (21), West of the Fifth P.M. Property #9 Southwest Quarter (SW 1/4) and the Southeast Qu...
Sample 1
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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.
Sample 1
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 XX Xxxxxx Boulevard from the Portland city center to the Tigard border. From Xxxxxxxxxxx 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, Xxxxx 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...
Sample 1
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 (Xxxxxx 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). Sizing: Extremely undersized, especially with one pipe completely overgrown. Floods Old Arcata Road on a regular basis. Barrier Status: Yes, excessive velocities occur in pipe at a moderate range of expected migration flows. 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 lan...
Sample 1
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. Land Details:
Sample 1
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 Xxxx Xxxxxxx, north to the Powerhouse for the generation of electricity. The Trestles are located at three different locations along the pipeline between Xxxx Xxxxxxx and the Powerhouse at the following approximate locations: Trestle Section Township Range Latitude, Longitude Elevation 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.
Sample 1

Related to Project Site 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).

  • Property Description A document prepared as an exhibit for the conveyance of a property interest, reflecting a boundary survey, signed and sealed by a Registered Professional Land Surveyor (RPLS), attached to an acquisition deed as Exhibit A, and consists of the following two (2) parts:

  • 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.

  • Service Description The Parties will provide Common Channel Signaling (CCS) to one another via Signaling System 7 (SS7) network Interconnection, in accordance with prevailing industry standards. Use of a third party provider of SS7 trunks is permitted.

  • 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.

  • General Description Employer shall provide Employee with the compensation, incentives, benefits, and business expense reimbursement specified elsewhere in this agreement.

  • Site Plan It is Licensee’s responsibility before signing this Agreement to ensure that the Site Plan correctly shows the work that Licensee intends to perform, that the Site Plan correctly shows all improvements and equipment that Licensee intends be located on the Use Areas, that the Site Plan shows no work, improvements or equipment outside the Exclusive Areas and Shared Areas properly depicted and labeled on the Boundary Plan, and that all work, improvements and equipment is encompassed within the purposes enumerated in the Standard Terms for that particular Exclusive Area or Shared Area. Any work, improvements or equipment not conforming to all the foregoing is prohibited, even if it is clearly shown on the Site Plan or discussed in the Standard Terms. Any refinement or other change to the Site Plan after Licensor executes this Agreement is void unless Licensee obtains Licensee’s approval of the change pursuant to the plans approval processes set out in the Standard Terms and pursuant to all applicable regulatory requirements.

  • Aircraft Description The Option Aircraft are described by Boeing Detail Specification D6-38808, Revision E, dated September 15, 1995, as amended and revised pursuant to the Agreement.

  • GENERAL SERVICE DESCRIPTION Service Provider currently provides active medical, pharmacy(Rx) and dental administration for coverages provided through Empire and Anthem (medical), Medco(Rx), MetLife(dental) and SHPS (FSA) (Empire, Anthem, Medco, MetLife and SHPS collectively, the “Vendors”) for its U.S. Active, Salaried, Eligible Employees (“Covered Employees”). Service Provider shall keep the current contracts with the Vendors and the ITT CORPORATION SALARIED MEDICAL AND DENTAL PLAN (PLAN NUMBER 502 EIN 00-0000000) and the ITT Salaried Medical Plan and Salaried Dental Plan General Plan Terms (collectively, the “Plans”) and all coverage thereunder in full force through December 31, 2011 for Service Recipient’s Covered Employees. All claims of Service Recipient’s Covered Employees made under the Plans and incurred on or prior to December 31, 2011 the (“2011 Plan Year”) will be adjudicated in accordance with the current contract and Service Provider will continue to take such actions on behalf of Service Recipient’s Covered Employees as if such employees are employees of Service Provider. All medical, dental, pharmacy and FSA claims of Service Recipient’s Covered Employees made under the Plans (the “Claims”) will be paid by the Vendors on behalf of the Service Provider. Service Recipient will pay Service Provider for coverage based on 2011 budget premium rates previously set for the calendar year 2011 and described in the “Pricing” section below. Service Recipient will pay Service Provider monthly premium payments for this service, for any full or partial months, based on actual enrollment for the months covered post-spin using enrollments as of the first (1st) calendar day of the month, commencing on the day after the Distribution Date. Service Recipient will prepare and deliver to Service Provider a monthly self xxxx containing cost breakdown by business unit and plan tier as set forth on Attachment A, within five (5) Business Days after the beginning of each calendar month. The Service Recipient will be required to pay the Service Provider the monthly premium payments within ten (10) Business Days after the beginning of each calendar month. A detailed listing of Service Recipient’s employees covered, including the Plans and enrollment tier in which they are enrolled, will be made available to Service Provider upon its reasonable request. Service Provider will retain responsibility for executing funding of Claim payments and eligibility management with Vendors through December 31, 2013. Service Provider will conduct a Headcount True-Up (as defined below) of the monthly premiums and establish an Incurred But Not Reported (“IBNR”) claims reserve for Claims incurred prior to December 31, 2011 date, but paid after that date, and conduct a reconciliation of such reserve. See “Headcount True-Up” and “IBNR Reconciliation” sections under Additional Pricing for details.

  • Construction Schedule The progress schedule of construction of the Project as provided by Developer and approved by District.

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