Sanitary Sewer Design Clause Samples

The Sanitary Sewer Design clause establishes the requirements and standards for planning and constructing sanitary sewer systems within a project. It typically outlines criteria such as pipe sizing, materials, alignment, slope, and connection points to ensure proper wastewater collection and conveyance. By specifying these technical details, the clause ensures that the sewer infrastructure is safe, efficient, and compliant with regulatory codes, thereby preventing health hazards and environmental contamination.
Sanitary Sewer Design. Engineer shall provide the sanitary sewer design with the plans. The sanitary sewer design requirements are included in the City of Arlington Design Criteria Manual.
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Sanitary Sewer Design. This task will include the design of sanitary sewer lines and preparation of the documents for the 30%, 60%, 90% and Final deliverables. The design will be for the replacement of the existing sanitary sewer lines and appurtenances along Newport Avenue from College Way to 9th St. The preparation of the plan and profile sheets will be for the following improvements on Newport Avenue:  Install approximately 3,700 linear feet of new sanitary sewer line and associated appurtenances  Install sanitary sewer stub out at 15th and Newport Ave. for future connection to Stannium Rd.  Replace service lines where necessary  Coordinate with the Contractor to develop connection details to existing service laterals at College Way, NW Juniper, 14th, and 10th .  Contractor will be responsible for developing bypass pumping plan with limited interruption to customers  Sanitary sewer plans will include 8 plan sheets and 1 sheet for details for a total of 9 sheets  12 internal team coordination meetings included in this sub-task  Proposed sanitary sewer line sizes to be determined by external contract  Existing sanitary sewer lines will be removed  Proposed improvements will follow the existing alignment and basin configuration
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Sanitary Sewer Design. This task includes design and preparation of documents for the 30%, 60%, 90% and final submittals. This project will replace or relocate sanitary mains, service laterals, manholes and associated appurtenances. If applicable, armoring of existing pipelines will be considered as an alternative to replacement. Phase 1 work includes: • Approximately 50 linear feet of new sanitary sewer main west of the Bear Creek / ▇▇▇▇▇▇▇▇▇ / ▇▇▇▇▇▇▇ intersection on Bear Creek Rd. • Approximately 350 linear feet of new sanitary sewer main east of the Bear Creek / ▇▇▇▇▇▇▇▇▇ / ▇▇▇▇▇▇▇ intersection on Bear Creek Rd. • Approximately 50 linear feet of new sanitary sewer main south of the Bear Creek / ▇▇▇▇▇▇▇▇▇ / ▇▇▇▇▇▇▇ intersection on ▇▇▇▇▇▇▇▇▇ ▇▇. • The City will specify new pipeline diameters. Hydraulic analysis is not included. Assumptions: • Sewer main size to be provided by the City of Bend • Proposed sewer improvements to follow existing alignment • New manholes to be Xypex lined following City of Bend Design Standards • Existing manholes will not be examined for corrosion • No waterproof lining of existing manholes • Subconsultant shall prepare for and attend up to ten (10) internal design coordination meetings, one (1) hour in length with up to two (2) Consultant team members in attendance.
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Sanitary Sewer Design. Complete 60%-90%-100% plans, specifications and estimate for sanitary sewer that generally includes the following assumptions: ▪ No more than 170-LF of 16” ductile FM removal or replacement to eliminate the ARV and associated high point. Coordination with ▇▇▇▇▇▇ to determine optimal location. ▪ 100-LF of Wall Street 4” force main from Pioneer Pump Station to tie into new gravity sewer. ▪ No more than 1400-LF of Olney Avenue Gravity Main, that will be 30” and 36” per the recommendations of “Scenario 2 – Shortened Forcemain” of the ▇▇▇▇▇▇ 8-9-2023 Olney Sewer Analysis report. Size is determined by City modeling consultant. This will accept flows from upstream gravity mains as well as the 16” and 4” force mains. ▪ For bypass and constructability reasons, the new 30/36” sewer main will likely not follow the existing sewer alignment to maintain service throughout the construction period. Maximum downtime for Westside Pump Station is 30 minutes during nighttime low-flow hours. There is no ability to maintain a shut down during daytime hours. ▪ Elimination of inverted siphon. ▪ Bored railroad crossing, assumed length of over 100 LF to case the entire BNSF right of way. It is understood that pipe bursting won’t work for the existing 26” casing as it is a casing (material unknown) installed in bedrock. Consider if the existing sewer casing could be used for the watermain. Many unknowns associated with this, such as what is in the annular space. If grout or blow sand, likely the pipe cannot be removed. Specialized subconsultant has been included, see subtask 12.2. ▪ See requirements described in section 7 above for the bypass pumping plan and 00490 specification. ▪ Gravity main tie in will be to the existing 30” sewer at the 2nd/Olney intersection. Based on 9-7- 2023 meeting with City and ▇▇▇▇▇▇, existing Manhole CMH007914 will need to be replaced as it will have a 36” main coming in from the west, a 30” main from the south, and a 30” main (current size) out to east and will need to accommodate a future 42” to the east. A commercially available precast manhole may not work for multiple pipes this size and a cast in place structure may be required. We have included time for a structural design of a cast in place structure. ▪ A sewer bypass plan will be required for the replacement of CMH007914. ▪ Complete design review meetings after 60% and 90% submittals. ▪ Replacement of up to eleven (11) gravity sewer service lines. ▪ Design the connections to the existing side s...
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Related to Sanitary Sewer Design

  • Sanitary Sewer Provide a standard bubble map, as part of the plans, showing locations of numbered points, and a table with point number, northing and easting coordinates, description, and BL station for each point, for the following: ▪ all possible control as established or attained during preliminary survey, including but not limited to – section corners, property irons, intersection center-center irons, other set monuments ▪ benchmarks, including TBM set with preliminary survey ▪ center of manholes ▪ end of manhole stubs (when longer than five feet)

  • Sanitary and Phytosanitary Measures 1. The rights and obligations of the Parties in respect of sanitary and phytosanitary measures shall be governed by the WTO Agreement on the Application of Sanitary and Phytosanitary Measures. 2. The Parties shall exchange names and addresses of contact points with sanitary and phytosanitary expertise in order to facilitate communication and the exchange of information.

  • Heating, Ventilation and Air Conditioning Landlord shall furnish to the Premises heating, ventilation and air-conditioning (“HVAC”) in accordance with the Design Standards set forth in Exhibit E during Ordinary Business Hours. Landlord shall have access to all air-cooling, fan, ventilating and machine rooms and electrical closets and all other mechanical installations of Landlord (collectively, “Mechanical Installations”), and Tenant shall not construct partitions or other obstructions which may interfere with Landlord’s access thereto or the moving of Landlord’s equipment to and from the Mechanical Installations. No Tenant Party shall at any time enter the Mechanical Installations or tamper with, adjust, or otherwise affect such Mechanical Installations. Landlord shall not be responsible if the HVAC System fails to provide cooled or heated air, as the case may be, to the Premises in accordance with the Design Standards by reason of (i) any equipment installed by, for or on behalf of Tenant, which has an electrical load in excess of the average electrical load and human occupancy factors for the HVAC System as designed, or (ii) any rearrangement of partitioning or other Alterations made or performed by, for or on behalf of Tenant. Tenant shall install, if missing, blinds or shades on all windows, which blinds and shades shall be subject to Landlord’s approval, and shall keep all of the operable windows in the Premises closed, and lower the blinds when necessary because of the sun’s position, whenever the HVAC System is in operation or as and when required by any Requirement. Tenant shall cooperate with Landlord and shall abide by the rules and regulations which Landlord may reasonably prescribe for the proper functioning and protection of the HVAC System.

  • Heating, Ventilating and Air Conditioning General Office Area: The building shall be equipped with a combination heating, ventilation and air conditioning system. The system shall have ducted supply and return air. The space above the ceiling shall not be used as a supply or return plenum. The systems shall be sized in accordance with the

  • Installation, Maintenance, Testing and Repair Unless otherwise agreed in writing by the Parties, to the extent required by Applicable Law, Interconnection provided by a Party shall be equal in quality to that provided by such Party to itself, any subsidiary, affiliates or third party. If either Party is unable to fulfill its obligations under this Section 14.2, it shall notify the other Party of its inability to do so and will negotiate alternative intervals in good faith. The Parties agree that to the extent required by Applicable Law, the standards to be used by a Party for isolating and clearing any disconnections and/or other outages or troubles shall be at parity with standards used by such Party with respect to itself, any subsidiary, affiliate or third party.