City of Frisco Engineering Standards

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Version 6/19/12 G. Markers placed that are not in alignment of sequence, as shown on the plans or as stated in this specification, shall be removed by the Contractor at the Contractor’s expense. Removal shall be in accordance with TxDOT Item 677 “Eliminating Existing Pavement Markings and Marker”, except for measurement and payment. Guides placed on the roadway for alignment purposes shall not establish a permanent marking on the roadway. H. Unless otherwise shown on the plans, the Contractor shall use the following adhesive materials for placement of markers: 1. Epoxy adhesive for Class E markers. 2. Bituminous adhesive for Classes A, B, C, and D markers on bituminous pavements. 3. Epoxy adhesive for Class A, B, C, and D markers on Portland cement concrete pavements. I. Adhesive shall be applied in sufficient quantity to ensure that 100 percent of the bonding area of the raised pavement markers shall be in contact with the adhesive. J. Raised pavement markers, except Class E, shall be in contact with the pavement surface but shall be seated on a continuous layer of adhesive. K. Unless otherwise noted, adhesives shall be applied in accordance with the manufacturer’s recommendations. L. When bituminous adhesive is used, pavement and raised pavement marker temperature shall be at least 40 degree F. The bituminous adhesive shall not be heated above 400 degree F. The bituminous adhesive shall be agitated intermittently to ensure even heat distribution. M. Epoxy adhesive shall be machine mixed. N. Raised pavement markers shall be free of rust, scale, dirt, oil, grease, moisture, or contaminants which may adversely affect the adhesive bond. O. Raised pavement markers shall be placed immediately after the adhesive is applied and shall be firmly bonded to the pavement. Adhesive or any other material that impairs functional reflectivity will not be acceptable. P. The roadway to be marked will remain open to traffic and the Contractor shall provide all necessary warning and barricading to insure the safety of the workmen and traffic, and the Contractor must insure proper maintenance of all warning and barricading devices at all times. Construction, signing, channelizing devices, and markings shall conform to the current Texas Manual on Uniform Traffic Control Devices (TMUTCD) at all times. Q. A minimum of one lane in each direction shall remain open to through traffic at all times. R. The Contractor shall conduct the installation so as to minimize the duration of restricted traffic movements. S. The Contractor shall apply pavement markers and markings during off-peak traffic hours (9:00 am – 3:30 pm) or as directed by the City. City of Frisco May 2012 Standard Technical Specification Pavement Markers and Markings 321723-2
Version 6/19/12 PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. This Item shall be measured on a Lump Sum (LS) basis complete in place or by Each (EA) and Linear Foot (LF) as indicated in the plans. B. The plan quantity will be determined through calculations and will be used for determining final quantity amounts for payment purposes. Contract adjustments may be made if the actual measured quantity varies by more or less than 5% of the total estimated plan quantity amount. Either the City or the Contractor may initiate this adjustment. If the adjustment is requested by the Contractor, the Contractor must obtain field measurements and calculations justifying the revised quantity. If the adjustment is made by the City, the revised quantity will constitute the final quantity which payment will be made. 4.02 PAYMENT A. All work performed and materials furnished in accordance with this Item will be paid for at the unit bid price for “Pavement Markers and Markings.” This price is full compensation for all material, labor, equipment, tools and superintendence necessary to complete the work. Surface Preparation will not be paid for directly, but considered subsidiary to this Item. END OF SECTION City of Frisco May 2012 Standard Technical Specification Pavement Markers and Markings 321723-3
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City of Frisco Engineering Standards

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