Sanitary Sewer Design Sample Clauses

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 . Assumptions:  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
Sample 1
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. Assumption:  Approximately 1000-feet of new sanitary sewer main in Xxxx Road.  Approximately 800-feet of new sanitary sewer main in Xxxxxxx Boulevard.  Connection details to the existing sewer main, including manholes in Xxxxxxx Boulevard.  Connections to existing sanitary sewer services and cleanouts if needed.  All design assumed to be within the proposed public right of way.  The City will specify new pipeline diameters. Hydraulic analysis is not included. Existing utilities to be abandoned in place where appropriate. 
Sample 1
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 Xxxxxx 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 Xxxxxx 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 Xxxxxx, 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...
Sample 1
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 / Xxxxxxxxx / Xxxxxxx intersection on Bear Creek Rd. • Approximately 350 linear feet of new sanitary sewer main east of the Bear Creek / Xxxxxxxxx / Xxxxxxx intersection on Bear Creek Rd. • Approximately 50 linear feet of new sanitary sewer main south of the Bear Creek / Xxxxxxxxx / Xxxxxxx intersection on Xxxxxxxxx Xx. • 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.
Sample 1

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.

  • 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.

  • Sanitary Facilities (as per Occupational Health and Safety [Building Industry] Regulations 1985)

  • Maintenance, Alteration and Repair (a) Resident is responsible for and agrees to take good care of the premises, fixtures and all common areas. Resident may not remove any of Owner’s property and will not perform any repairs, upgrades, painting, wallpapering, electric changes or other alterations of the premises without prior written consent from Owner. Resident will be responsible for damage from waste stoppages caused by foreign or improper objects or improper use in lines serving bathrooms, damage to fixtures, appliances, doors, windows, screens, damage from water faucets left on or from doors left open, and repairs or replacements to alarm devices necessitated by misuse or damage by Resident and/or guests. Extraordinary appliances or furnishings such as satellite dishes, hot tubs, pool tables, water beds or high utility-consuming devices may not be installed or placed on the premises or anywhere at the Property without Owner’s prior written consent, in its sole discretion. SAMPLE

  • Committee on Sanitary and Phytosanitary Measures 1. The Parties hereby establish a Committee on Sanitary and Phytosanitary Measures (“Committee”), comprising representatives of each Party, who are responsible for sanitary and phytosanitary issues in the fields of animal and plant health, food safety and trade.

  • Irrigation The City shall provide water to the Premises for the purpose of irrigating the facility. The City specifically reserves the right to restrict water usage under this Agreement if water restrictions are placed on other water users within the City. Prior to the start of the season, City will provide charge up and run through the automatic irrigation systems to check for proper operation. City will provide Lessee with a radio for remote operation of the irrigation system, which Lessee shall use for the day to day maintenance, repair, and monitoring of the irrigation system. If the radio is lost, stolen, broken, or is rendered unusable, Lessee shall pay $1500 for the replacement radio. City is responsible for the maintenance and repair of the following irrigation elements, to the extent applicable: curb stops, backflow prevention devices, backflow enclosures, main line pipings, electric control valves, and controllers. Lessee shall notify Parks Division Water managers by email if any of these irrigation elements are malfunctioning or broken.

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