Pipes. For conduits the stone ware pipes of 150mm and 250mm internal diameter required for the work shall be according to XXXX 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 XXXX 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 XXXX Shall be applicable.
Pipes. 4) 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. 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:
Pipes. The right to the free passage and running (subject to temporary interruption for repairing alteration or replacement) of water sewerage gas electricity telephone telecommunication and other services or supplies to and from the Premises in and through the Pipes
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. 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. 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.
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. The free passage and running (subject to temporary interruption for repair alteration or replacement) of water, soil, gas, electricity and other supplies to and from the Premises in and through the Pipes that now or hereafter serve the Premises presently or hereafter laid in on through or under other parts of the Building, and (if any) the Adjoining Property.
Pipes. Storm sewer pipes with design flow velocities less than 3 feet per second (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. All pipes shall be reinforced concrete. The minimum pipe size inside diameter shall be 18” for laterals, 24” for laterals placed under pavement, and 24” for trunk lines. The minimum box culvert height, inside dimension, shall be 2 feet. The maximum spacing for pipe clean-out points (inlets and manholes) shall be 300 feet for 24”, 375 feet for 36”, 450 feet for 42” to 54”, and 900 feet for 60” or greater.
