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1999-09-02_GENERAL DOCUMENTS - C1981016 (2)
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1999-09-02_GENERAL DOCUMENTS - C1981016 (2)
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Last modified
3/22/2021 11:28:09 AM
Creation date
7/15/2008 9:53:02 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981016
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
9/2/1999
Doc Name
PKA-0-451
Permit Index Doc Type
Reclamation Projects
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Measurement and Payment <br /> There will be no measurement for payment. Payment for this task will be reflected in a lump <br /> sum bid under Item 4 on the Bid Schedule. This lump sum bid will cover all costs for mulch <br /> acquisition and application and surface roughening. Such payment shall be considered full <br /> compensation for all labor, materials, equipment and all other items necessary and incidental <br /> to the acquisition and placement mulch and for surface roughening of topsoil as directed and <br /> described in the specifications. Payment for this task will be made only for the amount bid <br /> under Item 4 of the Bid Schedule. Payment shall be as this task is completed and approved <br /> by the PROJECT MANAGER. <br /> TASK 5 CHANNEL CONSTRUCTION <br /> A drainage channel shall be constructed in order to convey drainage from the landslide <br /> immediately north of the Work'Area to the North Fork of the Gunnison River. PROJECT <br /> MANAGER will stake the location of the channel prior to commencing construction operations. <br /> The channel shall be trapezoidal in shape. The bottom of the channel shall be no less than <br /> twenty four inches (24") wide. The channel shall have a total depth of twenty four inches (24") <br /> as measured from the base to the crest, and the side slopes shall be no steeper than 2.5H:1 V. <br /> The gradient of any one segment of the channel shall not exceed five percent (5%). <br /> Topsoil will be evenly applied to the ditch�at a four inch (4") depth. In order to achieve successful <br /> application of the liner specified below, it will be necessary to remove clods and rock from the <br /> surface of the soil. A flat, uniform, rock I and dip -free soil surface must be established prior to <br /> seed and fertilizer application. The seed and fertilizer may not be applied until such a surface has <br /> been achieved. <br /> Upon completion of topsoiling, diammonium phosphate fertilizer(18-46-0) shall be applied to at <br /> a rate of 300 pounds per acre. Seed will be applied at the rate of ten pounds (10#) per acre. <br /> CONTRACTOR shall supply the fertilizer, OWNER shall supply the seed. After seeding and <br /> fertilization is complete a liner shall be installed. The liner shall consist of 100% coconut fiber <br /> encased top and bottom in heavyweight ultra violet stabilized netting. Components shall be sewn <br /> on 1.5 inch centers. North American Green C-125 or approved equivalent is acceptable. The <br /> liner shall be installed per manufacturers specifications. <br /> Following liner installation, small rock check dams will be constructed within the channel. The <br /> check dams-will-be-built on-seventy-five feet(76) centers-for the-length-of the-channel-. The-first <br /> dam will be built twenty five feet (25) below the main road. The check dams will be constructed <br /> using locally obtained rock. Each dam shall extend across the base of the channel and up each <br /> side to one foot (1) past each crest. See Figure 3, Check Dams, for construction specifications. <br /> Measurement and Payment <br /> The Channel will be measured to the nearest linear foot. Measurement for payment will <br /> consist of measuring the length of the channel installed. Payment for this task will be paid for <br /> at the price established in Item 5 of the Bid Schedule per linear foot installed. Such payment <br /> shall be considered full compensation for all labor, materials, equipment and all other items <br /> necessary and incidental to the construction of the channel to the specifications, including <br /> furnishing and placing the liner, placement of topsoil, distribution of seed, provision and <br /> installation of fertilizer and installation of the rock check dams as directed and described in the <br /> specifications. Payment will be as this-task is completed and approved by the PROJECT-- <br /> MANAGER. Payment for this task will be made only for the unit price shown under Item 5 of <br /> the Bid Schedule. <br /> e <br /> I <br /> 1 <br />
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