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. 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. 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 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. 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. Not 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 become a source of danger or injure the Pipes or the drainage system of the Premises or any 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 and uninterrupted passage and running of water, soil, gas, electricity, telephone and other services or supply from and to other parts of the Building or any Adjoining Property in and through the Pipes which now are or may hereafter during the Term be in upon through under or over the Premises.
Pipes. Except in accordance with the plans and specifications therefor approved by the ARC, no pipe for the transportation of liquids, slurries or gases shall be installed on any Parcel above the surface of the ground, except hoses and movable pipes used for irrigation or firefighting purposes.
Pipes. The pumps are calculated at a processing capacity of 4 ltrs. m2 per day. [LOGO OF DALSEM] DRAINGUTTERS This item comprises the supply only of so-called "Bato" troughs. The supply includes the following: 49.080 mtrs.of "Bato" substrate medium trough 50 x 250 x 50 x 1,2 mm. 49.000 mtrs. polystyreen dim.2000 x 200 x 20 mm. 484 drains [LETTERHEAD OF DALSEM APPEARS HERE] Enclosure 4 ----------- Internal screening system ------------------------- The supply of materials for 24 energy saving/screeningcloth installation with a DS aluminium profile. Dimensions of the greenhouse section Width : 30 spans of 6,40 mtrs. + expansion = 192,00 mtrs. Length: 102 sections of 4,00 mtrs. = 408,00 mtrs. The supply and installation of a screening system fitted with a VA-profile. Working of the system : from trellis to trellis over 4,0 mtrs. Xxxxx ends : not included Side walls : not included Type of motor : total 24 Xxxxxx XX - 480 V. Length of tubular shafts : 24 times 64,00 Number of tooth racks TUS20 length = 4.000 mm : total 21 per drive shaft Number of pull/push tubes diam. 32 mm, narrowed ends : total 21 per drive shaft Screening material LS 13 A : made of polyester/aluminium, screening 30%, energy saving 20% when closed Specification ------------- Drive per section 2 wormgear reduction motor, make Ridder, complete with limit switch, chain coupling (for the protection of the gearbox) and mounting plate for fitting on the uprights. This motor is coupled to a galvanized tubular shaft diam. 32 mm (wall 2,6 mm thick). The tooth racks, made Ridder TUS20, which are activated by this tubular shaft have been welded directly to the pull/push tubes and they run together with this tube through special borne pinions, made Ridder. These pinions are fitted on the trellis girders and serve at the same time as a bearing of the tubular shaft. Pull/push tubes The pull/push tubes to be installed in a lower position (+ 2 cm) in order to - prevent the wearing out of the cloth. The pull/push tubes are all tubes diam. 32 mm with narrowed ends (wall thickness 1,5 mm). The pull/push tubes run on plastic diabolo wheels, type KST-358/34 fitted on each truss/trellis girder. The VA profiles are fitted on the pull/push tubes with aluminium clamps. [LETTERHEAD OF DALSEM APPEARS HERE] Supporting/positioning wires Per 3,2 mtrs. span 8 support wires and 3 position wires 2,5 mm will be installed, of which one is made of plastified steel 2,5 mm, the others are made of Atlas wire 2,5 mm. Xxxxx-end fixing The...
