Sequence of Operations. How the systems will react to changing conditions to achieve the proper operation of the system. The sequence must include the intended modes of operation, the steps needed to enact each mode, and the data that determines what, when, and how a step is performed. Site: The geographical location of the Project, usually defined by legal boundary lines, and the location characteristics including, but not limited to, grades and lines of streets, alleys, pavements and adjoining structures, rights-of-way, restrictions, easements, encroachments, zoning, deed restrictions, existing buildings and improvements, and service and utility lines. Subconsultant: An entity, including but not limited to, an architect or engineer, engaged directly by the Professional, for the provision of services and related items required to design or engineer part or all of the Project, as described and agreed to in the Contract for Professional Services.
Sequence of Operations. Heat-curve the girder in the fabrication shop before it is painted. Conduct the heat curving operation either before or after all the required welding of transverse intermediate stiffeners is completed. However, unless provisions are made for girder shrinkage, locate and attach connection plates and bearing stiffeners after heat curving. If longitudinal stiffeners are required, heat- curve or oxygen- cut them separately and then weld them to the curved girder. When cover plates are to be attached to rolled beams, attach them before heat curving if the total thickness of one flange and cover plate is less than 2 1/2 inches and the radius of curvature is greater than 1,000 feet. For other rolled beams with cover plates, heat- curve the beams before the cover plates are attached; either heat-curve or oxygen-cut cover plates separately, then weld them to the curved beam.
Sequence of Operations. Unit emissions (flow, state, composition and temperature/pressure) characterized as min/ max/ average by stream.
Sequence of Operations. A. The Contractor must submit to the Engineer within fourteen (14) calendar days after execution of the Contractor Documents, a sequence of operations, giving detailed plans and schedules of his operation including any elements for by-pass pumping and/or flow diversion during the Work. Said sequence of operations shall be reviewed and must be approved by the Owner and Engineer prior to the start of the Work. The Owner reserves the right to limit or, if found necessary and/or required, delay construction, or certain activities thereof, in certain areas of the Contract should the Owner deem it to be in the public's best interest to do so.
B. The Contractor shall have no claim for additional compensation or damage on account of any such delays and/or required sequence of operations.
C. The Contractor shall maintain uninterrupted utility services at all times, and plan his work accordingly.
D. The Contractor shall coordinate his activities with any other contract and/or contractor to complete the Work as detailed on the Plans and Specifications. To the Town of Wareham, Massachusetts, herein called the "Owner", for "Sea Street and Xxxxx Avenue Sewer System Rehabilitation, Contract No. 2020-001". The Undersigned, as a bidder herein referred to as singular and masculine, declares as follows:
(1) The only parties interested in this BID as Principals are named herein;
(2) this BID is made without collusion with any other person, firm, or corporation;
(3) no officer, agent, or employee of the Owner is directly or indirectly interested in this BID;
(4) he has carefully examined the site of the proposed Work and fully informed and satisfied himself as to the conditions there existing, the character and requirements of the proposed Work, the difficulties attendant upon its execution and the accuracy of all estimated quantities stated in this BID, and he has carefully read and examined the Drawings, the annexed proposed AGREEMENT and the Specifications and other Contract Documents therein referred to and knows and understands the terms and provisions thereof;
(5) he understands that information relative to subsurface and other conditions, natural phenomena, existing pipes and other structures (surface and/or subsurface) has been furnished only for his information and convenience without any warranty or guarantee, expressed or implied, that the subsurface and/or other conditions, natural phenomena, existing pipes and other structures (surface and/or subsurface) actually ...
Sequence of Operations. Any Sequence of Operations provided in this Contract in conjunction with any staging details which may be shown in the plans, is a suggested sequence for performing the Work. It is intended as a general staging plan for the orderly execution of the work while minimizing the impact on pedestrian facilities, mainline, cross-streets and side streets. The Contractor shall develop detailed staging and temporary traffic control plans for performing specific areas of the Work including but not limited to all traffic shifts, detours, bridge widenings, paces, or other activities that disrupt traffic or pedestrian flow. The Engineer may require detailed staging and TTC plans for lane closures or disruption to pedestrian facilities. These plans shall be submitted for approval at least two weeks prior to the scheduled date of the activity. Activities that have not been approved at least seven (7) days prior to the scheduled date shall be rescheduled. Where traffic is permitted through the work area under stage construction, the Contractor may choose to construct, at no additional expense to the Department, temporary on-site bypasses or detours in order to expedite the work. Plans for such temporary bypasses or detours shall be submitted to the Engineer for review and approval 30 calendar days prior to the proposed construction. Such bypasses or detours shall be removed promptly when in the opinion of the Engineer; they are not longer necessary for the satisfactory progress of the Work. Bypasses and detours shall meet the minimum requirements of Subsection 150.02.B.4. As an option to the Sequence of Operations in the Contract, the Contractor may submit an alternative Sequence of Operations for review and approval. Alternate Sequence of Operations for pedestrian facilities shall be in compliance with the MUTCD and ADA. Pedestrian needs identified in the preconstruction phase shall be included in the proposed alternate plan. The Department will not pay, or in any way reimburse the Contractor for claims arising from the Contractor’s inability to perform the Work in accordance with the Sequence of Operations provided in the Contract or from an approved Contractor alternate. The Contractor shall secure the Engineer’s approval of the Contractor’s proposed plan of operation, sequence of work and methods of providing for the safe passage of vehicular and pedestrian traffic before it is placed in operation. The proposed plan of operation shall supplement the approved traffic co...
Sequence of Operations. A “sequence of operations” is the control logic used to operate a system normally put into effect through a control program.
Sequence of Operations. The Model ESR Stair Screen operates on a system of alternating fixed and movable stair-shaped screening elements, or lamellas that extend over the entire screening surface. The nominal space between the screening ele- ments is variable between 1/4” and 1/32”. Typical sizes include 6 mm and 3 mm openings . Please contact Vulcan if a different bar spacing is required. Debris from the flow stream collects on the screening surface to form a mat. This mat acts as a filter to remove particles that would otherwise pass between the lamellas. Typically a thick screenings mat can be formed due to the low headloss characteristics of this type of screen. When the differential or high level reaches a predetermined level, the movable lamellas are activated. The movable lamellas rotate upward, lifting the debris to the next highest level of fixed lamellas, and then rotate back to their original position. The drive system provides a positive mechnical action throughout the complete rotation of the movable lamellas. This enables the unit to drive through any debris that may accumulate under the screening surface. The lamellas move the debris from the screening area in the channel to a transport area above the operating floor. The intermittent and slow progress from channel to discharge allows the debris to shed excess water while suspended on the fixed lamellas. Once the debris reaches the top step it is discharged to a conveyor, post-screening device or suitable container. The rotation of the movable lamellas mechanically forces debris off of the screen at the point of discharge without the need for brushes or spray systems. ESR 13 6´−9˝ 4´−6˝ 4´−3˝ 8´−2˝ 12˝—55˝ 19˝—62˝ 1´−10˝ 1 HP ESR 17 3´−3˝ 5´−4˝ 5´−6˝ 9´−5˝ 12˝—55˝ 19˝—62˝ 2´−9˝ 1—1.5 HP ESR 23 8´−3˝ 6´−4˝ 7´ 11´ 14˝—38˝ 23˝—83˝ 3´−4˝ 2 HP ESR 28 10´−3˝ 3´−8˝ 9´−1˝ 13´−6˝ 16˝—38˝ 24˝—83˝ 4´−3˝ 2—3 HP ESR 34 11´−3˝ 8´−3˝ 10´−10˝ 15´−2˝ 16˝—38˝ 24˝—83˝ 5´−11˝ 3 HP ESR 42 13´−3˝ 10´−8˝ 13´−9˝ 18´ 18˝—38˝ 30˝—91˝ 5´−11˝ 5—3.5 HP Find more grodnct inIormation at: 000 X. XxxXxx Street Wissonri VaLLey, lowa 51555 USA 312−642−2355 Fax 312−642−4256 I. SUBMITTAL PROCEDURES
Sequence of Operations. A. The Contractor must submit to the Engineer within fourteen (14) calendar days after execution of the Contractor Documents, a sequence of operations, giving detailed plans and schedules of his operation including any elements for by-pass pumping and/or flow diversion during the Work. Said sequence of operations shall be reviewed and must be approved by the Owner and Engineer prior to the start of the Work. The Owner reserves the right to limit or, if found necessary and/or required, delay construction, or certain activities thereof, in certain areas of the Contract should the Owner deem it to be in the public's best interest to do so.
B. The Contractor shall have no claim for additional compensation or damage on account of any such delays and/or required sequence of operations.
C. The Contractor shall maintain uninterrupted utility services at all times, and plan his work accordingly.
D. The Contractor shall coordinate his activities with any other contract and/or contractor to complete the Work as detailed on the Plans and Specifications.
E. Attention is called to the requirements of Specification 02500, Section 3.01.H, which states that the Contractor shall install the temporary trench pavement course at the end of each working day.
Sequence of Operations. How the systems will react to changing conditions to achieve the proper operation of the system. The sequence must include the intended modes of operation, the steps needed to enact each mode, and the data that determines what, when, and how a step is performed.
Sequence of Operations. An efficient sequence of operations shall be recommended.
