Method of Construction. Stick built lll%, Panelized lll%, Combined lll%
Method of Construction. Maximum technically permissible torque Cmax,e at the brake lever (pneumatic)/Line pressure (pmax,e) (hydraulic)1:................................................. Threshold torque C0,e (pneumatic)/Line pressure (hydraulic)1: ......................... Ratio le/ee (pneumatic)/Piston diameter (hydraulic)1:……… / ……… ............. Maximum brake torque: .................................................................................... 3.1.1.12.3. Brake pad/Brake lining1 Manufacturer: .................................................................................................... Make: ................................................................................................................. Type: .................................................................................................................. Approval number2:............................................................................................. Identification (e.g. part number): ....................................................................... Effective surface area: .......................................................................................
Method of Construction. Grind the pavement surface to a uniform appearance with a high skid resistant longitudinal corduroy type texture. Provide grooves between 0.09 (2.28mm) and 0.15 (3.81mm) inches wide with the land area between the grooves between 0.06 (1.52mm) and 0.13 (3.30mm) inches wide. Ensure a ridge peak of approximately 0.0625 inches (1.59mm) higher than the bottom of the grooves. Begin and end diamond grinding at lines normal to the pavement centerline. Grind only in the longitudinal direction. All grooves and adjacent passes shall be parallel to each other with no variation. Completely lap adjacent passes with no unground surface remaining between passes and no overlap of more than 1½ inches (35 mm). Adjacent passes shall be within 1/8 inch (10 mm) of the same height as measured with a 3 foot (0.914 meter) straightedge. Maintain positive cross-slope drainage for the duration of the grinding operation. Grind all travel lanes to include auxiliary lanes, ramps and loops with not less than 98 percent of the specified surface being textured by grinding. Grinding of the bridge decks and concrete shoulders will not be required. Remove a minimum 0.0625 inches at all locations except dips. Extra grinding to eliminate minor depressions is not required. It is anticipated that extra grinding will be required on the high side of existing faults in the pavement. There shall be no ridge between lanes. In a separate operation, transition the grinding of any remaining ridges greater than 1/8 inch (10mm) in height on the outside edge next to the shoulder or at a tie to an existing facility to the satisfaction of the Engineer. Final surface testing is required on this project in accordance with Article 710-7 of the 2012 Standard Specifications.
Method of Construction. Grind the pavement surface to a uniform appearance with a high skid resistant longitudinal corduroy type texture. Provide grooves between 0.09 and 0.15 inches wide with the land area between the grooves between 0.06 and 0.13 inches wide. Ensure a ridge peak of approximately 0.0625 inches higher than the bottom of the grooves. Begin and end diamond grinding at lines normal to the pavement centerline. Grind only in the longitudinal direction. All grooves and adjacent passes shall be parallel to each other with no variation. Completely lap adjacent passes with no unground surface remaining between passes and no overlap of more than 1½ inches. Adjacent passes shall be within 1/8 inch of the same height as measured with a 3 foot straightedge. Maintain positive cross-slope drainage for the duration of the grinding operation. Grind all travel lanes to include auxiliary lanes, ramps and loops with not less than 98 percent of the specified surface being textured by grinding. Grinding of the bridge decks and concrete shoulders will not be required. Remove a minimum 0.0625 inches at all locations except dips. Extra grinding to eliminate minor depressions is not required. It is anticipated that extra grinding will be required on the high side of existing faults in the pavement. There shall be no ridge between lanes. In a separate operation, transition the grinding of any remaining ridges greater than 1/8 inch in height on the outside edge next to the shoulder or at a tie to an existing facility to the satisfaction of the Engineer. Final surface testing is required on this project in accordance with Article 710-7 of the 2018 Standard Specifications.
Method of Construction. At first the conductor is removed from bundle/drum straighten without knots, bends, etc. Stringing of conductor shall be done with draw vice. Conductor shall not be twisted while stringing. Shackle insulators shall be used if the line deviates by 30 degrees or more, at terminal pole and at junction/ cut pole. Parallel double groove clamp having two nut bolts designated to carry full line current shall be used for making Jumper wire connections. On straight line the conductor shall be bounded on top groove of insulator and at angular position binding shall be done in side groove. Binding wire of 12 SWG shallbe of the same metal as that of conductor.
Method of Construction. The methods of construction, upgrade, installation, maintenance, and repair of the Cable System shall comply and be consistent with good engineering practices for Cable Systems of similar size and design, and consistent with and satisfy FCC performance and technical standards. All work shall be performed by the Grantee in a good and workmanlike manner.
Method of Construction. 1. TekSavvy shall construct the Installation by the method of construction identified in the Approved Plans as submitted to and approved by the County Engineer.
Method of Construction. Grind the pavement surface to a uniform appearance with a high skid resistant longitudinal corduroy type texture. Provide grooves between 0.09 (2.28mm) and 0.15 (3.81mm) inches wide with the land area between the grooves between 0.06 (1.52mm) and 0.13 (3.30mm) inches wide. Ensure a ridge peak of approximately 0.0625 inches (1.59mm) higher than the bottom of the grooves. Begin and end diamond grinding at lines normal to the pavement centerline. Grind only in the longitudinal direction. All grooves and adjacent passes shall be parallel to each other with no variation. Completely lap adjacent passes with no unground surface remaining between passes and no overlap of more than 1½ inches (35 mm). Adjacent passes shall be within 1/8 inch (10 mm) of the same height as measured with a 3 foot (0.914 meter) straightedge. Maintain positive cross-slope drainage for the duration of the grinding operation. Grind all travel lanes to include auxiliary lanes, ramps and loops with not less than 98 percent of the specified surface being textured by grinding. Grinding of the bridge decks and concrete shoulders will not be required. Remove a minimum 0.25 inches at all locations on the mainline except dips. Remove a minimum 0.0625 inches at all locations on ramps except dips. Extra grinding to eliminate minor depressions is not required. It is anticipated that extra grinding will be required on the high side of existing faults in the pavement. There shall be no ridge between lanes. In a separate operation, transition the grinding of any remaining ridges greater than 1/8 inch (10mm) in height on the outside edge next to the shoulder or at a tie to an existing facility to the satisfaction of the Engineer.
Method of Construction. The entire Solar Hot water system with all accessories shall be installed at designated place, with necessary plumbing, wiring and testing. Mode of Measurement: Executed quantity will be counted on number basis. (i.e. each) Specification No (WP-OSP) Supplying and erecting ISI xxxx submersible pump set suitable for bore well, with high quality wear resistance and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump-coupling and pivot with squirrel cage induction motor of 415 V/230 V, 50 cycles A.C. supply winding with waterproof PVC insulated copper wire of high precision strength, not to be affected by chemically aggressive water and suitable bronze bearings with nut & bolts etc. of required stage, specified H.P, discharge, head and delivery pipe with necessary H. type clamp of suitable size and strength. The following list records those Indian Standards, which are acceptable as good practice, and accepted standards. SP 30: 1984 : National Electrical Code SP 7 (Group 4): 2005 : NationalBuilding Code Material:
Method of Construction. While connecting delivery pipe to Submersible pump do not over tighten as this may damage the threads on Submersible pump, Keep the pipes in vertical position & fill the same with water & check the leakage at joints. The delivery pipe shall be clamped with 2 Nos of ‘H’ type clamps and shall be rested on the top of the well. After the completing the erection of pump ,it shall be run continuously for minimum 2 hours, and following tests shall be carried out for its performance:
