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COURTHOUSE SQUARE <br />OUTLINE SPECIFICATION <br />PROJECT NO. 9828 <br />July 23, 1998 <br />Page 10 <br />the various sections of the specifications. <br />b. Operation and Maintenance Data: <br />i. Contents: Prepared by manufacturer. Show names, address and phone number <br />of nearest service facility authorized by manufacturer; include illustrations, <br />diagrams, installation instructions, start-up, operations, inspections, <br />maintenance, parts list, data sheets and other esseritial materials. <br />c. Operation and Maintenance Instruction: <br />i. Instruct Owner's personnel in the proper operation and maintenance of the <br />following systems and related equipment: Air Conditioning, Heating, Ventilating, <br />Exhaust, Control and Fire Protection. <br />d. Training: <br />i. Operation and Maintenance Instructions: Include classroom and on-the-job <br />instruction, given by qualified installation and maintenance personnel. <br />20. Section 02200, Earthwork: <br />a. Quality Assurance: <br />i. Codes and Standards: <br />(1) Oregon State Highway Division (OSHD), Standard Specifications for <br />Highway Construction, latest edition. <br />(2) American Association of State and Transportation Officials (AASHTO). <br />ii. Soil Compaction: ASTM D1557 (AASHTO T-180). American Society for Testing <br />and Materials (ASTM). <br />b. Components: <br />i. Leveling Course: Imported 3/4" minus crushed rock. <br />ii. Baserock: Imported 1'/2' minus crushed rock. <br />iii. Rock Fill: Imported 4" minus diced quarry rock. <br />iv. Class I Rock Fill: Imported 3" minus crushed rock, crushed screening, clean <br />bank-run gravel or coarse sand. <br />v. Structural Fill: Imported 1'/z' minus crushed rock. <br />vi. Random Fill: Select native material free of vegetation and debris. <br />vii. Pipe Embedment: Coarse sand or pea gravel. <br />viii. Trench Backfill: Pea gravel, reject 3/4" minus or approved native material free of <br />vegetation and debris. <br />21. Section 02510, Subdrainage Systems: <br />a. Quality Assurance: <br />i. Reference Standards: <br />(1) American Association of State Highway and Transportation Officials <br />(AASHTO). <br />(2) American Society for Testing and Materials (ASTM). <br />(3) Federal Specifications (FS). <br />b. Components: <br />i. Perforated Underdrains: Rigid PVC, ASTM D2729, perforated. <br />ii. Non-perForated Tubing: Rigid PVC, ASTM D2729, non-perforated. <br />iii. Fittings: PVC. Push-on type. Solvent cement welded. <br />iv. Pipe Embedment: Pea gravel or reject 3/4" minus crushed rock. <br />v. Backfill: 1'/z'.-'/." drain rock (clean, natural gravel). <br />