SECTION 02201 EXCAVATION AND BACKFILL FOR

SECTION 02201 EXCAVATION AND BACKFILL FOR

Special Specification Template

section 02200 trenching, embedment and backfilling section 02201 borrow (native borrow) (delivered) section 02224 pipe boring, jacking and tunneling section 02225 steel encasement pipe by open cut section 02300 utility markings section 02400 trench safety – sheeting and shoring

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Earthwork – Structure Excavation and Backfill – General

, Section 19-3.01A, Earthwork – Structure Excavation and Backfill – General – Summary that this BCM is based on as identified in the title block above. The information in the contract specification(s) typically will not be repeated in the text of this BCM. Process Inputs 1. Contract work requiring structure excavation and/or backfill 2.

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Phase 1 Intermediate Design Report Hudson River PCBs

Excavation and Backfilling of Soil - Work Sequence and

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TRENCH EXCAVATION, BACKFILL, & COMPACTION SECTION …

GUIDELINES, STANDARDS, AND SPECIFICATIONS TECHNICAL SPECIFICATIONS SECTION 02221 – TRENCH EXCAVATION, BACKFILL, & COMPACTION Page | 5 Revised Liming19 3.6.3.1.3.2. For lawn or unpaved areas over trench backfill, perform in‐place density tests every 1,000

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ADDENDUM #01

SECTION 02201 EARTHWORK SWIMMING POOLS C. Excavation and Backfill: Excavate to the lines and grade shown on the plans plus sufficient extra to allow for any necessary forming. Do not allow excavations or forms to stand in water or to become loose and sandy. a. Where earth forming is used the soil shall be cut true to line and the concrete

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SECTION 02220 EXCAVATION, BACKFILLING, AND …

Section 02220 Revised 1/2021 1 SECTION 02220 EXCAVATION, BACKFILLING, AND COMPACTING PART 1 - GENERAL 1.01 WORK INCLUDED A. Excavation, backfilling, and compaction for sanitary sewer pipelines, service lines, manholes and incidental construction. 1.02 RELATED WORK A. Section 02575 - Pavement Repair B. Section 02605 – Manholes

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02202 - Trenching and Backfill

MP-02201-1 204.37 MATERIALS AND PERFORMANCE – SECTION 02201 EARTHWORK PART 1 - GENERAL 1.01 WORK SPECIFIED A. Excavation and backfilling, including the loosening, removing, refilling, transporting, storage, and disposal of all materials classified as "earth" necessary to be removed for the construction and completion of all work under the

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General Technical Specifications

excavation, backfill, pavement replacement, lights, and barricades, water truck, highline hose, and fittings for making the connections. In addition, the Contractor EARTHWORK AND GRADING 02201 - 1 Revised 04/01/2010 SECTION 02201: EARTHWORK AND GRADING PART 1 - GENERAL

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DIVISION 2 - 02200 Excavation, Grading, and Backfill

Excavation and Backfilling of Soil - Work Sequence and

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Excavation and Backfilling of Soil - Work Sequence and

This shall include excavation of all materials, including that meeting the description of both common and rock excavation, as defined under Section 02201 – Trench Excavation, Backfilling and Compacting. PART 2 - SPECIFIC REQUIREMENTS 2.01 CONCRETE A.

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BCM 19-3.03E, Earthwork Structure Excavation and Backfill

, Section 6-107, aterials Acceptance Sampling and. M Testing. i.ccept or reject proposed structure backfill material in accordance with A test results and . Contract Specifications, Section 19-3.02, Earthwork – Structure Excavation and Backfill – Materials. d. Verify structure backfill material is onsite and available for backfill

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Section 3010 - Trench Excavation and Backfill

Section 3010 - Trench Excavation and Backfill 4 Revised: 2012 Edition PART 2 - PRODUCTS 2.01 MATERIALS EXCAVATED FROM A TRENCH A. Standard Trench Excavation: All materials encountered during trench excavation, except rock and over-excavation. 1. Suitable Backfill Material: Class II, Class III, Class IVA, or Class IVB as defined in

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MPW STANDARD TECHNICAL SPECIFICATIONS MAY 2019 …

• Excavation and grading work shall be in compliance with Section 01810 Lead Dust Hazards and as directed by Milwaukee Health Department. • Suspected hazardous substances shall be removed from the site as per the governing regulations. 3.5 BACKFILL AND COMPACTION A. Before backfilling: • All inspections must be completed and approved.

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MDC

Section Title 02200 Earthwork 02201 Earth Excavation Below Specified Grade and Outside Limits of the Trench 02202 Trench Refill 02210 Rock Excavation and Disposal (Blasting Not Allowed) 02213 Rock Excavation and Disposal (Blasting Allowed) 02260 Excavation, Handling, Transportation and Disposal of Regulated Soil

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SECTION 02201 EXCAVATION AND BACKFILL FOR …

02201 Excavation and Backfill for Structures_R0314.doc 02201 - 4 2.03 TOPSOIL A. Topsoil shall consist of selectively excavated, loose, friable loam reasonably free of admixtures of sub-soil, refuse, stumps, roots, rocks, brush, weeds or other material which would be detrimental to the proper development of vegetative growth.

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02250-1 of 18 SECTION 02250 TRENCH EXCAVATION, …

SECTION 02201 EARTHWORK SWIMMING POOLS C. Excavation and Backfill: Excavate to the lines and grade shown on the plans plus sufficient extra to allow for any necessary forming. Do not allow excavations or forms to stand in water or to become loose and sandy. a. Where earth forming is used the soil shall be cut true to line and the concrete

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02221 EXCAVATING, BACKFILLING AND COMPACTION FOR …

A. Excavation, filling, and backfilling for utilities complete for underground utility lines and structures as specified and as shown on the drawings. B. Sidewalks and Streets: 1. Take precautions to guard against movements, settlement, or collapse of sidewalks or section of pipe on undisturbed soil at every point along their entire length

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02220 - Excavation, Backfill and Fill for Structures

SECTION 02314 EXCAVATION, BACKFILL AND FILL FOR STRUCTURAL FACILITY AND UTILITY SYSTEMS PART 1 - GENERAL 1.01 SCOPE OF WORK: A. The work included under this Section consists of furnishing material and equipment, and performin g al l labor nec ess ary for excav ati ng, bac kf illing, filling and compa cti on of area s to be

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SPECIFICATIONS - DETAILED PROVISIONS Section 02201

Section 02201 – 2 Stakes for video taping of project alignment will be provided by the District at 300' intervals and angle points. Grade stakes for buildings, sidewalks, pump bases, engine bases, utility services and paving shall be furnished by the Contractor.

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02250-1 of 18 SECTION 02250 TRENCH EXCAVATION, …

excavation and disposed of off-site by and at the expense of the Contractor. 2. Common Borrow Borrow material for trench backfill shall meet the requirements of Section 02240.02. 3. Selected Backfill Selected backfill for pipe foundation and bedding shall meet the requirements of Section 02245.02. 4. Graded Aggregate Subbase

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