Method of Construction. 11.1 NFTC shall construct the Installation subject to the Approved Plans and any associated permits.
11.2 NFTC shall not deviate from any locations set out in Approved Plans without the prior written approval of the County Engineer. NFTC shall be required to provide the County Engineer, within ninety (90) days of the completing construction of the Installation, As-Built Drawings (electronically) satisfactory to the County Engineer, which drawings shall also note the date of completion of the Installation and any related construction aspects of the Works.
11.3 NFTC shall provide all required traffic control in accordance with the "Ontario Traffic Manual Book 7", and in accordance with the standards of the County, all of which NFTC is required to seek and obtain from the County prior to construction being commenced. In the event there is any conflict between the standards mandated in Ontario Traffic Manual Book 7 and the standards of the County, the standards of the County shall take precedence.
Method of Construction. Stick built lll%, Panelized lll%, Combined lll%
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.
2. TekSavvy shall not deviate from any locations set out in Approved Plans without the prior written approval of the County Engineer. TekSavvy shall be required to provide the County Engineer, within forty-five (45) days of the completing construction of the Installation, as-built drawings (electronically) satisfactory to the County Engineer, which drawings shall also note the date of completion of the Installation and any related construction aspects of the Works.
3. TekSavvy shall be required to construct the Installation in accordance with the provisions of this Agreement and shall:
(a) provide all required traffic control in accordance with the "Ontario Traffic Manual Book 7", and in accordance with the standards of the County, all of which TekSavvy is required to seek and obtain the approval of the County prior to construction being commenced;
(b) In the event there is any conflict between the standards mandated in the Ontario Traffic Manual Book 7 and the standards of the County, the standards of the County shall take precedence;
(c) during the construction of the Installation procure and maintain commercial liability insurance (the "Construction Insurance Policy"), shall file a copy of the Construction Insurance Policy and the Certificate of Insurance with the County, and the said Construction Insurance Policy shall:
(i) be comprised of primary and/or umbrella coverage with a limit of not less than five million dollars ($5,000,000.00) per occurrence;
(ii) include commercial general liability covering all operations and liability assumed under this Road User Agreement with the County, and shall include coverage for the following:
1. Premises and Operations
2. Blanket Contractual
3. Broad Form Property Damage
4. Contingent Employer's Liability 5. Cross Liability
6. Severability of Interests 7. Owners and Contractors Protective
Method of Construction. 1. Pleasant Valley shall install the Private Sanitary Forcemain by the method of construction identified in the Approved Plan as submitted to and approved by the County Engineer.
2. Pleasant Valley hereby agrees to retain the services of Northwest Consulting to inspect the construction and installation of the Private Sanitary Forcemain and any ancillary works related thereto, and to certify that the said Private Sanitary Forcemain has been completed in accordance with the provisions of this Agreement, and the associated Approve Plan. Further, the County requires notice prior to installation of the Private Sanitary Forcemain along County Road 20 and/or its associated right-of-way and reserves the right to inspect as required to satisfy itself as to the construction.
3. Pleasant Valley shall not deviate from the approved location without the prior written approval of the County Engineer. Pleasant Valley shall be required to provide the County Engineer, within forty-five (45) days of the completion of the Private Sanitary Forcemain, as-built drawings (electronically) satisfactory to the County Engineer, which drawings shall also note the date of completion of the Private Sanitary Focemain and the related works.
4. Pleasant Valley shall be required to retain the services of a qualified contractor (the "Contractor") to construct the Private Sanitary Forcemain in accordance with the provisions of this Agreement, and which Contractor shall:
(a) provide all required traffic control in accordance with the "Ontario Traffic Manual Book 7", and in accordance with the standards of the County, all of which Pleasant Valley is required to seek and obtain the approval of the County prior to construction being commenced. In the event there is any conflict between the standards mandated in the Ontario Traffic Manual Book 7 and the standards of the County, the standards of the County shall take precedence;
(b) during the construction of the Private Sanitary Forcemain procure and maintain public liability insurance (the "Construction Insurance Policy"), shall file a copy of the Construction Insurance Policy and the Certificate of Insurance with the County, and the said Construction Insurance Policy shall:
(i) be comprised of primary and/or umbrella coverage with a limit of not less than five million dollars ($5,000,000.00) per occurrence;
(ii) include commercial general liability covering all operations and liability assumed under this Road User Agreement with the County, and ...
Method of Construction. At first the conductor is removed from bundle/drum straighten without knots, bends, etc. Stringing of conductor shall be done with drawing vice. Conductor shall not be twisted while stringing. Disc insulators shall be used if the line deviates by 30 degrees or more, terminal pole and tri-pole or four pole structure 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. Universal parallel double groove clamp having two nut bolts shall be used for Tap Off point. 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 shall be of the same metal as that of conductor.
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. NCDOT has provided Mean Roughness Index (MRI) information for the existing roadway condition. This information can be found at the end of this provision. NCDOT will take final measurements after the completion of the Diamond Grinding process. Measurements will be taken in accordance with Section 710-7 of the 2018 Standard Specifications. Price adjustments will apply to each 0.10 mile section in accordance to Section 710-7.
Method of Construction. Maximum technical 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: .................................................................................... Identification-No.: ............................................................................................. 3.2.1.7.3. Brake pad/Brake Lining1 Manufacturer: .................................................................................................... Make: ................................................................................................................. Type: .................................................................................................................. Approval number2:............................................................................................. Identification:.....................................................................................................
Method of Construction. Pit is to be dug of required dimension and depth for the earthing at site, and laying of Galvanised cast iron / Copper earth plate or G.I. pipe shall be as per Table No 9.1/1. The earth connection to equipment/ switch gear and earthing electrode shall be connected asshown in the diagram and as per IS 3043 amended up to-date. The connections shall be made either by strip or double run of earth wire with drilling, welding, riveting, brazing and nut bolting to plate or pipe, where ever required in an approved manner. As far as possible continuous strip shall be used, but where ever jointing of strip is unavoidable, the overlap portion must not be less than 21/2 times the width of the strip either welded/ brazed/soldered by all sides or 6 inches overlap with two nut bolts/ riveting of adequate size with required washer and covered by anti-corrosive paint as per approved jointing practice in the industry and as per directives from site engineer in charge.Pit shall then be filled with screened soil with alternate layer of coal and salt, and if, necessary brick masonry work ( Where ever applicable) shall be done as specified in IS: 3043, with laying wires in PVC/ G.I. pipe and watering arrangement as per drawing no EA-1 and covered with C.I. Cover ( Where ever applicable). Where ever requires or as specified by Site Engineer, a Test link shall be provided for facilitating the testing of resistance of earth electrode. Mode of Measurement: Executed quantity will be measured on number basis (i.e. each)
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.
