Effective with the December 2018 Letting 375 2019 Standard Spec ifications Section 624 Water
624.1Description
compacting existing base, or dust control within the right-of-w ay.
624.2Materials
624.3Construction
pressure-type distributor device that allows uniform applicatio n over the specified area. Use tanks with a minimum capacity of 1000 gallons and equipped with positives hut-off valves controlled while the vehicle is in motion.
purposes that the engineer orders or allows. Load and unload th e tank and operate the equipment in a way that does not waterlog or damage the subgrade or base.
624.4Measurement
equals the volume of water furnished and applied as the enginee r directs according to the contract. The department will determine the volume by engineer-approved m eters, or from tanks of known capacity.
624.5Payment
items: ITEM NUMBER DESCRIPTION UNIT
624.0100 Water MGAL
other items of work.
Effective with the December 2018 Letting 376 2019 Standard Spec ifications Section 625 Topsoil and Salvaged Topsoil
625.1Description
sustain plant life, commonly known as topsoil, from locations t he contractor furnishes beyond the limits of the right-of-way.
embankments in quantities and depths available and necessary to cover the work slopes. This work also includes reclamation, placing, spreading, and finishing of this topsoil.
625.2Materials
adapted to sustain plant life, and ensure this topsoil is in a pH range of 6.0 to 7.0.
bearing soils available from overlying portions of areas to be occupied by the completed roadway.
625.3Construction
625.3.1 Preparing the Roadway for Topsoil
depth with topsoil the finished work conforms to the required l ines, grades, slopes and cross-sections the plans and drawings show. 625.3.2 Processing Topsoil or Salvaged Topsoil
rock, and other materials that will interfere with subsequent vegetation establishment.
stockpile the topsoil on the right-of-way or place it directly on the designated areas.
foundation up to the quantity neces sary to cover the slopes for the bid items of Salvaged Topsoil and Topsoil. Salvage topsoil from e mbankment areas outside the road way foundation only if that additional material is required to cover the slopes.
excess topsoil on the project or dispose of as specified in 205.3.12 . 625.3.3 Placing
cross-section, place and spread the topsoil to a uniform depth as the plans show or the contract requires. If no depth is shown, place and spread the topsoil to a minimum depth of 4 inches in rural areas and a minimum depth of 6 inches in urban areas, or as the engineer designates.
material passes a one-inch sie ve and at least 90 percent passes the No. 10 sieve.
to present a uniform appearance. The engineer will not require rolling.
soils to a more or less homogen eous mixture by using the approp riate equipment.
625.4Measurement 625.4.1 Topsoil
whichever the contract specifies.
of square yards of topsoiled ar ea to the depth specified within the limits of construction designated on the plans, or in the contract , or as the engineer directs.
transports the material in vehi cles not adapted for measurement , then the departmen t will measure the material in cubic yards of volume in its original position computed by the method of average end areas with no correction for curvature; or if the engineer elects, by the method of truncated prisms.