Job Description The Employer agrees to draw up job descriptions for all positions for which the Union is bargaining agent. These descriptions shall be presented and discussed with the Union and shall become the recognized job descriptions unless the Union presents written objection with thirty (30) calendar days. If such objection cannot be resolved, the issue may be subject to grievance and arbitration.
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
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).
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.
ATTACHMENT D Standard State Provisions - Architect/Engineer Professional Service Agreement (dated 04/12/2011)
ATTACHMENT C STANDARD STATE PROVISIONS FOR CONTRACTS AND GRANTS
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.
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.
ATTACHMENT B Applicable California Vehicle Code and Civil Code Provisions Note: Many California laws, which govern a tow Operator’s business and vehicle operations, are included in this attachment. The is list of California statutes included herein is intended as a general guide only and is not meant to be considered all-inclusive. It is the tow Operator’s responsibility to know and comply with all federal and state statutes and all local ordinances relating to his/her business operations, including those that are referred to in this document and those that are not; any new statutes or ordinances that are subsequently adopted; and any amendments, repeals, or modifications of existing statutes and ordinances, including but not limited to those described in this attachment.
Job Descriptions The Employer agrees to supply each employee with a copy of her current job description. Upon request, the Union and the Bargaining Unit Chair shall be provided copies of all job descriptions in the bargaining unit.
