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2026-0206 Cle Elum Transfer Station Project Manual
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2026-04-07 10:00 AM - Commissioners' Agenda
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2026-0206 Cle Elum Transfer Station Project Manual
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Last modified
4/2/2026 12:38:37 PM
Creation date
4/2/2026 12:23:36 PM
Metadata
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Template:
Meeting
Date
4/7/2026
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Item
Request to Approve an Agreement for Services with Gibson and Son for the New Entrance and Tank Replacement at the Cle Elum Transfer Station
Order
4
Placement
Consent Agenda
Row ID
143218
Type
Agreement
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KITTITAS COUNTY SOLID WASTE ON-CALL <br />CLE ELUM TRANSFER STATION FRONT ENTRANCE DESIGN <br />TRENCH BACKFILL PW\JA\KITTCO02\ENTRANCE <br />31 23 23.15 - 4 JUNE 2023 <br />©COPYRIGHT 2023 JACOBS <br />2.03 BEDDING MATERIAL AND PIPE ZONE MATERIAL <br />A. Unfrozen, friable, and no clay balls, roots, or other organic material. <br />B. Clean or gravelly sand with less than 5 percent passing No. 200 sieve, as <br />determined in accordance with ASTM D1140, or gravel or crushed rock <br />within maximum particle size and other requirements as follows unless <br />otherwise specified. <br />1. Pipe Under 18-Inch Diameter: 3/4-inch maximum particle size, except <br />1/4 inch for stainless steel pipe, copper pipe, tubing, and plastic pipe <br />under 3-inch diameter. <br />2. Pipe 18-Inch Diameter and Greater: 1-1/2-inch maximum particle size <br />for ductile iron pipe, concrete pipe, welded steel pipe, and pretensioned <br />or prestressed concrete cylinder pipe. <br />3. Perforated Pipe: Granular drain material. <br />4. Conduit and Direct-Buried Cable: <br />a. Sand, clean or clean to silty, less than 12 percent passing No. 200 <br />sieve. <br />b. Individual Particles: Free of sharp edges. <br />c. Maximum Size Particle: Pass a No. 4 sieve. <br />d. If more than 5 percent passes No. 200 sieve, the fraction that <br />passes No. 40 sieve shall be nonplastic as determined in <br />accordance with ASTM D4318. <br />2.04 EARTHFILL <br />A. As specified in Section 31 23 23, Fill and Backfill. <br />2.05 SOURCE QUALITY CONTROL <br />A. Refer to Section 31 23 23, Fill and Backfill. <br />PART 3 EXECUTION <br />3.01 TRENCH PREPARATION <br />A. Water Control: <br />1. Promptly remove and dispose of water entering trench as necessary to <br />grade trench bottom and to compact backfill and install manholes, pipe, <br />conduit, direct-buried cable, or duct bank. Do not place concrete, lay <br />pipe, conduit, direct-buried cable, or duct bank in water.
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