APPENDIX A. 

 Typical Specifications for Constructing Brick Roads. 



SPECIFICATIONS! FOR GRADING AND SURFACING WITH BRICK THE 



ROAD. 



Location. — The work referred to iu these specifications is to be done on tlie 



■ road, beginning at and extending in a 



direction through to , a 



distance of miles. 



Work to be done. — The contractor shall do all clearing and grubbing, make 

 all excavations and embankments, do all shaping and surfacing, (construct all 

 drainage structures and other appertaining structures)," move all obstructions 

 in the line of the work, and, unless otherwise provided in these specifications, 

 shall furnish all equipment, materials, and labor for the same. In short, the 

 contractor shall construct said road in strict accordance with the plans and 

 specifications and shall leave the work in a neat and finished condition. 



PLANS AND DRAWINGS. 



The plans, profiles, cross sections, and drawings on file in the office of 

 at show the location, profile, de- 

 tails, and dimensions of the work which is to be done. The work shall be 

 constructed according to the above-mentioned plans, profiles, cross sections, 

 and drawings, which shall be recognized as a part of these specifications. Any 

 variation therefrom which may be required by the exigencies of construction 

 will in all cases be determined by the engineer. On all drawings, figured 

 dimensions are to govern in cases of discrepancies between scale and figures. 



Grading shall include the moving of all earth, stone, and any other material 

 that may be encountered, all filling, borrowing, trimming, picking down, shaping, 

 sloping, and all other work that may be necessary to bring the road and sub- 

 grade to the required grade, alignment, and cross section, the clearing out of 

 waterways and old culverts, the excavation of all necessary drainage and outlet 

 ditches, the grading of a proper connection with all intersecting highways, the 

 grubbing up and clearing away of all trees, stumps, and boulders within the 

 lines of the improvement, and the removal of any muck, saft clay, or spongy 

 material which will not compact under the roller, so as to make a firm, unyield- 

 ing subgrade. 



All trees, stumps, and roots within the limit of the improvement shall be 

 grubbed up so that no part of them shall be within six (6) inches of the surface 

 of the ground or within eighteen (IS) inches of the surface of the subgrade. 



1 These specifications are substantially those prepared in the fall of 1913 by the OfSce of 

 Public Roads for a project of considerable magnitude. 



- The clause in parentheses should be omitted if plans and specifications for drainage 

 structures are not- included. 



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