Pipes Clause Samples
The "Pipes" clause defines the responsibilities and standards related to the installation, maintenance, or use of piping systems within a property or project. It typically outlines which party is responsible for ensuring that pipes meet regulatory requirements, are properly maintained, and are repaired in the event of damage or leaks. For example, in a lease agreement, the landlord may be responsible for structural piping, while the tenant handles minor repairs. This clause ensures clarity regarding maintenance obligations and helps prevent disputes over liability for pipe-related issues.
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Pipes. The right to the free passage and running (subject to temporary interruption for repair alteration or replacement) of water sewage gas electricity telephone and other services or supplies to and from the Premises in and through the Pipes that serve the Premises (in common with the Landlord and any other persons having a like right)
Pipes. Tenant agrees to notify owner of overflows from bathroom, kitchen, or unit laundry facilities, especially in cases where the 5) overflow may have permeated walls or cabinets.
Pipes. For conduits the stone ware pipes of 150mm and 250mm internal diameter required for the work shall be according to ▇▇▇▇ No.107 and S.W. pipes shall be laid to proper alignment and level and joining the same by inserting splln yarn. in the socket and pointing with cement as per ▇▇▇▇ N.o.110. The S.W. pipes shall be laid in trenches excavated and refilled with sea sand. These pipes shall be inserted through brick retaining walls at the edges and middle of the trenches consisting of stock brick work in cement mortar 1:6 over a bed of brick jelly concrete in lime mortar 1 :2:5 for which items payment will be made on unit basis for the measured quantities. Note :- The specifications given above may not be taken as complete but shall be read together with the relevant clauses of CSRB, in the absence of the rel,evant clause in the SSRB, the relevant clause of the ▇▇▇▇ Shall be applicable.
Pipes. For conduits the stone ware pipes of 150mm and 250mm internal diameter required for the work shall be according to ▇▇▇▇ No.107 and S.W. pipes shall be laid to proper alignment and level and joining the same by inserting splln yarn. in the socket and pointing with cement as per ▇▇▇▇ N.o.110. The S.W. pipes shall be laid in trenches excavated and refilled with sea sand. These pipes shall be inserted through brick retaining walls at the edges and middle of the trenches consisting of stock brick work in cement mortar 1:6 over a bed of brick jelly concrete in lime mortar 1 :2:5 for which items payment will be made on unit basis for the measured quantities.
Pipes. Storm sewer pipes with design flow velocities less than three fps shall be designed for full flow at 80% of the internal diameter to account for sedimentation in the pipe. Other storm sewer pipes shall be designed using the full internal diameter. Storm sewers shall be designed to prevent surcharging of the system at the flow rate for the design year event. All storm sewers shall be designed and constructed to sustain all loads with zero deflection and shall have positive seals at the pipe joints.
Pipes. Pipes above ground / below ground shall be measured per linear feet (to the nearest inch) and shall be inclusive of all fittings eg reducer bushing, transition bushing, coupling, transition coupling, reducer coupling, brass coupling, tee, reducer tee, brass FPT tee, elbow 90 deg., reducer 90 deg., brass FPT 90 deg. Elbow, elbow 45 deg., male adapter CPVC / brass threads, female adapter CPVC / brass threads, union, cross, step over bend, plastic strap, elbow holder, tee holder and flanges, deduction for valves shall be made. Rate quoted shall be inclusive of all fittings, excavation, backfilling and disposal of surplus earth, cutting holes, chases with marble cutter and making good and all items mentioned in the specifications and schedule of Quantities.
Pipes. Pipes above ground / below ground shall be measured per linear feet (to the nearest inch) and shall be inclusive of all fittings
Pipes. Maintaining repairing cleansing emptying draining amending and renewing all Pipes in on under or over the Building or the Adjoining Property serving the Premises in common and other premises (but excluding any Pipes or parts of them whose maintenance is the exclusive responsibility of any tenant in the Adjoining Property)
Pipes. 17 Developer shall design storm drain pipes with a minimum velocity of 3 fps when flowing full, for 18 "self cleaning" purposes using the appropriate design flow. Developer shall design all storm 19 drains to sustain all loads using fill heights and D-loads for determining pipe classifications. 20 Developer shall design pipes in accordance with the following requirements:
21 A. Pipe diameter: 18 inches minimum
22 B. Pipe depth of cover: 6 inches minimum (top of pipe to bottom of finished subgrade)
23 C. Provide outfall protection when the outlet velocity is greater than 1.4 times the natural 24 stream velocity
25 D. When outfall protection is required, Developer shall provide calculations to document the 26 design.
Pipes. Not knowingly to overload or obstruct any Pipes or discharge into any Pipes any oil or grease or any noxious or deleterious substance which may cause an obstruction or might be or become a source of danger or which might injure the Pipes or the drainage system of the Premises or the Adjoining Property.