BRIEF DESCRIPTION OF PROJECT 5. CHARACTER OF CONSTRUCTION Building Residential Heavy Other (specify) Highway
BRIEF DESCRIPTION OF PROJECT 5 Sample Clauses
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DESCRIPTION OF PROJECT The project for which PSP agrees to provide Professional Services is generally described as [Insert Brief Description of Project] (hereinafter referred to as the “Project”), as further described in Exhibit A, PSP’s Proposal dated [Insert Date and Proposal Number if provided], attached hereto and incorporated herein for all purposes and consisting of [Text] (Insert Number) pages.
Brief Description Identification of the device: mirror, camera/monitor, other device 2/ Device for indirect vision of Class I, II, III, IV, V, VI, S 2/ Δ Symbol 2m as defined in paragraph 6.1.3.1.1. of this Regulation: yes/no 2/ Annex 3
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 2.5.1 If reasonably requested by the A/E as necessary for the Project, the Owner shall furnish a legal description and a certified land survey of the Site, giving, as applicable, grades and lines of streets, alleys, pavements and adjoining property; rights-of-way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries and contours of the Site; locations, dimensions, and complete data pertaining to existing buildings, other improvements, and trees; and full information concerning available service and utility lines, both public and private, above and below grade, including inverts and depths.
ITEM DESCRIPTION Equipment (include VIN, make, model, year, serial no., accessories, or other identifying features): 12. NO. OF OPERATORS PER SHIFT 13. HRLY/ DAILY/ MILEAGE SHIFT BASIS 14. SPECIAL 15. GUARANTEE (8 HOURS) Rate Unit Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $75 Daily Ea. Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $45 Daily Ea. Accessible Portable Toilet Rental – Serviced(Includes first day delivery/last day pickup and daily rental rate per unit) 1 $95 Daily Ea. Accessible Portable Toilet Rental – Unserviced(Rental only, no daily service call) 1 $65 Daily Ea.
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.
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.
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 NFSR Road No. Lane Width & Maintenance Level Mile Marker Begin End 9312 Single Lane / Level 1 NFSR 300 0.00 END 0.40
General Description of Facilities Subject to and upon the terms and conditions herein set forth, (i) the Lenders hereby establish in favor of the Borrower a revolving credit facility pursuant to which each Lender severally agrees (to the extent of such Lender’s Revolving Commitment) to make Revolving Loans to the Borrower in accordance with Section 2.2, (ii) the Issuing Bank agrees to issue Letters of Credit in accordance with Section 2.22, (iii) the Swingline Lender agrees to make Swingline Loans in accordance with Section 2.4, and (iv) each Lender agrees to purchase a participation interest in the Letters of Credit and the Swingline Loans pursuant to the terms and conditions hereof; provided, that in no event shall the aggregate principal amount of all outstanding Revolving Loans, Swingline Loans and outstanding LC Exposure exceed at any time the Aggregate Revolving Commitment Amount from time to time in effect.
Description of Work (a) that has been omitted or
