02315

02315 - SECTION 02315 EXCAVATION AND FILL PART 1 GENERAL...

Info iconThis preview shows pages 1–3. Sign up to view the full content.

View Full Document Right Arrow Icon
Project Number 1 Section 02315 Heritage May 2003 Excavation And Fill SECTION 02315 EXCAVATION AND FILL PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Perform Project excavating, trenching, backfilling, and compacting as described in Contract Documents, except as specified below. 2. Procedure and quality for excavating, trenching, backfilling, and compacting performed on Project under other Sections unless specifically specified otherwise. B. Related Sections 1. Section 02051 - General Site Construction Requirements 2. Section 02230 - Site Clearing 3. Sections Under 02500 Heading - Utility Services 4. Section 02630 - Storm Drainage 5. Sections Under 02700 Heading - Compaction of sub-grade under walks and paving 6. Performance of excavating, backfilling, and compacting inside and outside of building required for electrical and mechanical work is responsibility of respective Section doing work unless arranged differently by Contractor. 1.2 REFERENCES A. American Society For Testing And Materials 1. ASTM D 1557-00, 'Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort' 2. ASTM D 2216-98, 'Standard Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock' 3. ASTM D 2487-00, 'Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System)' 4. ASTM D 2922-96, 'Standard Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth)' 5. ASTM D 3017-1996, 'Standard Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth)' 1.3 DEFINITIONS A. Relative Compaction - Ratio of field dry density as determined by ASTM D 2922 and ASTM D 3017 or 2216, and laboratory maximum dry density as determined by ASTM D 1557. 1.4 QUALITY ASSURANCE A. Pre-Installation Conference - Participate in pre-installation conference specified in Section 02311 . 1.5 SEQUENCING A. Do not backfill against bituminous dampproofing for 24 hours after application of dampproofing. B. Before backfilling, show utility and service lines being covered on record set of Drawings. Do not backfill until utilities involved have been tested and approved by Architect and until instructed by Architect.
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Project Number 2 Section 02315 Heritage May 2003 Excavation And Fill PART 2 PRODUCTS 2.1 MATERIALS A. Site Material - Existing excavated material on site is suitable for use as fill and backfill to meet
Background image of page 2
Image of page 3
This is the end of the preview. Sign up to access the rest of the document.

Page1 / 4

02315 - SECTION 02315 EXCAVATION AND FILL PART 1 GENERAL...

This preview shows document pages 1 - 3. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online