Summary Packages (Off-System Only) Sample Clauses

Summary Packages (Off-System Only). The Engineer shall prepare a standard hard copy summary package for each bridge-owning jurisdiction, as agreed upon with the State District Bridge Inspection Office. The content of these summary packages shall be identical in all of the State Districts. The packages are intended to be summary reports for bridge inspection findings, maintenance items needed, and load DocuSign Envelope ID: D5C0651A-0082-446C-94D2-2FED883BC58A posting requirements. The Engineer shall assemble summary packages in three-ring binders and deliver them to the State District Bridge Inspection Office. The State District Bridge Inspection Office will designate the distribution of summary packages within the three-ring binders. Summary packages must include copies of the following for each bridge, in this order:
Sample 1See All (6)
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Summary Packages (Off-System Only). The Engineer shall prepare a standard hard copy summary package for each bridge-owning jurisdiction, as agreed upon with the State District Bridge Inspection Office. The content of these summary packages shall be identical in all of the State Districts. The packages are intended to be summary reports for bridge inspection findings, maintenance items needed, and load posting requirements. The Engineer shall assemble summary packages in three-ring binders and deliver them to the State District Bridge Inspection Office. DocuSign Envelope ID: BB486DEE-180A-4C7A-86D9-81AA36566816 The State District Bridge Inspection Office will designate the distribution of summary packages within the three-ring binders. Summary packages must include copies of the following for each bridge, in this order:
Sample 1
Summary Packages (Off-System Only). The Engineer shall prepare a standard hard copy summary package for each bridge-owning jurisdiction, as agreed upon with the State District Bridge Inspection Office. The content of these summary packages shall be identical in all of the State Districts. The packages are intended to be summary reports for bridge inspection findings, maintenance items needed, and load DocuSign Envelope ID: 3821E038-49E4-416B-AD40-59739FF7B5D9 DocuSign Envelope ID: 7C0DB6A1-8255-47A6-9739-E507A96B9112 posting requirements. The Engineer shall assemble summary packages in three-ring binders and deliver them to the State District Bridge Inspection Office. The State District Bridge Inspection Office will designate the distribution of summary packages within the three-ring binders. Summary packages must include copies of the following for each bridge, in this order:
Sample 1

Related to Summary Packages (Off-System Only)

  • 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.

  • System Logging The system must maintain an automated audit trail which can 20 identify the user or system process which initiates a request for PHI COUNTY discloses to 21 CONTRACTOR or CONTRACTOR creates, receives, maintains, or transmits on behalf of COUNTY, 22 or which alters such PHI. The audit trail must be date and time stamped, must log both successful and 23 failed accesses, must be read only, and must be restricted to authorized users. If such PHI is stored in a 24 database, database logging functionality must be enabled. Audit trail data must be archived for at least 3 25 years after occurrence.

  • Service Descriptions Available services for Transitional and Enhanced Supervision Services a. One (1) one-to-one meeting with the Contractor per week for case management services.

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  • System Upgrades The Connecting Transmission Owner shall procure, construct, install, and own the System Upgrade Facilities and System Deliverability Upgrades described in Attachment 6 of this Agreement. To the extent that design work is necessary in addition to that already accomplished in the Class Year Interconnection Facilities Study for the Interconnection Customer, the Connecting Transmission Owner shall perform or cause to be performed such work. If all the Parties agree, the Interconnection Customer may construct System Upgrade Facilities and System Deliverability Upgrades.

  • ATTACHMENT E EQUITY-BASED REQUIREMENT – Description of the project’s equitable design and implementation by addressing the program’s equity goals, awareness, access and distribution, and outcomes.

  • Hot Weather Guidelines For the purposes of site based discussions regarding the need to plan and perform work during expected periods of hot weather, the following issues shall be considered in conjunction with proper consideration of Occupational Health and Safety issues.

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