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 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.
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
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...

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 D 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 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. Tenant acknowledges that the server room in the Premises currently has three heat pumps installed, being two 4-ton units, and one 2.5-ton unit (the “Existing Heat Pumps”). The 2.5-ton unit is currently connected and operational. Tenant shall determine whether it is satisfied with the condition of the Existing Heat Pumps and Landlord shall not have any responsibility or liability for the condition, operation, maintenance, repair or replacement of the Existing Heat Pumps. Tenant may operate the Existing Heat Pumps. Tenant shall be responsible for, and pay directly for, all necessary maintenance and repairs to the Existing Heat Pumps. Tenant shall reimburse Landlord monthly for the cost of all utility services used to operate the Existing Heat Pumps within 10 Business Days after receipt of Landlord’s invoice for such amount. Landlord may measure Tenant’s usage of such utility services by either a sub-meter or by other reasonable methods such as by temporary check meters or by survey. Tenant, at its cost, may replace the Existing Heat Pumps with one or more new heat pumps, provided, however, that the capacity of such replacement heat pump(s) shall not exceed the 10.5-ton capacity cooling capacity of the Existing Heat Pumps.

  • 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.

  • Sanitary Facilities Construction (a) Closets shall be soundly constructed and roofed with weatherproof material. The floor of each closet shall be well drained and constructed of concrete, bricks and cement, or of other approved materials which shall be impervious to water. Every closet shall be well lighted by natural or artificial light and shall be ventilated. Each closet shall have a hinged door, capable of being fastened on the inside, lift seats/flaps and toilet paper. (b) If closets are of single unit construction (only to be used for the formwork process), not contained within a purpose built ablution block, privacy walls which shield the closet/s from outside view shall be installed. (Privacy walls are not required for purpose built ablution blocks eg ATCO huts). (c) Where practicable, toilets to be connected to sewerage before commencement of the job. (d) Closet/urinal location to be conveniently accessible to Employees, but not so close as to cause a nuisance to those persons. (e) Where necessary, portable water seal toilets of an approved standard are to be provided and regularly serviced. (f) Conveniently accessible closets and urinals are to be distributed every 5th floor on multi storey constructions. (g) Closets and urinals are to be washed daily with disinfectant and kept in clean, hygienic condition. (h) Adequate washing facilities, suitably drained, and wash basins/troughs are to be supplied with hot and cold running water. (i) Soap and towels are to be supplied.

  • Electrical Provide drawings for the following systems: .1 Lighting including circuiting and luminaire identification and switching. Also provide illuminance computer printout for all indoor typical indoor spaces and parking lots. .2 Convenience outlets and circuiting, special outlets and circuiting, television outlets, and power systems and equipment. Provide riser diagrams for all electrical systems including master clock, intercom, fire alarm, ITV, computer networking/telephone. Also, provide for emergency and normal power distribution. Provide luminaire schedule. .3 Panel schedule may be in preliminary form but circuitry must be included. .4 Applicable installation details. .5 General legend and list of abbreviations. .6 Voltage drop computation for all main feeders. .7 Short circuit analysis .8 Provide 1/2" scale floor plan and wall elevations for all electrical rooms.

  • Stormwater Notwithstanding any other provisions or terms of this Agreement, Company acknowledges that certain properties within the Premises or on Authority-owned land are subject to stormwater rules and regulations. Company agrees to observe and abide by such stormwater rules and regulations as may be applicable to the Premises, and, if applicable, Company hereby expressly covenants, warrants, and represents to Authority, in connection with Company’s operations on the Premises, the following: A. Company is required to submit a Notice of Intent to use the State of Florida Multi-Sector Generic Permit for Stormwater Discharge Associated with Industrial Activity. Authority and Company both acknowledge that close cooperation is necessary to ensure compliance with any stormwater discharge permit terms and conditions, as well as to ensure safety and to minimize the cost of compliance. Company acknowledges further that it may be necessary to undertake actions to minimize the exposure of stormwater to “significant materials” (as such term may be defined by applicable stormwater rules and regulations) generated, stored, handled, or otherwise used by Company by implementing and maintaining “best management practices” (BMPs) (as such term may be defined in applicable stormwater rules and regulations). Company will establish a BMP plan for the Premises and submit a copy to Authority. B. Company will be knowledgeable of any stormwater discharge permit requirements applicable to Company and with which Company will be obligated to comply. The submittal of a Notice of Intent will be made by Company to the FDEP, and a copy will be submitted to Authority. Company is required to comply with the following requirements including, but not limited to, certification of non-stormwater discharges; collection of stormwater samples; preparation of a Stormwater Pollution Prevention Plan or similar plans; implementation of BMPs; and maintenance and submittal of necessary records. In complying with such requirements, Company will observe applicable deadlines set by the regulatory agency that has jurisdiction over the permit. Company agrees to undertake, at its sole expense, those stormwater permit requirements for which it has received written notice from the regulatory agency and that apply to the Premises, and Company agrees that it will hold harmless and indemnify Authority for any violations or non-compliance with any such permit requirements.

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (000) 000-0000. The irrigation system shall be designed, and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

  • Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

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