This specification supplements the requirements of the Occupational Health and Safety Act, and its Regulations and the Ontario Building code.
|
|
- Aubrey Moody
- 5 years ago
- Views:
Transcription
1 1/6 1.0 PURPOSE This specification describes the minimum requirements for filling depressions and for backfilling excavations for structural footings, slabs, floors, buildings, trestles, and the like.. This specification supplements the requirements of the Occupational Health and Safety Act, and its Regulations and the Building code. 2.0 DEFINITIONS "The Six-Inch Layer Compaction Method" means the spreading of backfill material in uniform full width layers not more than 6 inches in depth after compaction. "Backfilling Operation" means the activity required to fill surface depressions or to backfill excavations. "Sound" or "suitable" as applied to fill materials means free from deleterious matter, having a reasonably uniform gradation which permits compaction to a stable mass, and having the characteristics specified for the particular materials, all after handling, re-handling, processing and reprocessing where necessary. "Unstable" or "unsuitable" as applied to fill material means too wet, too dry, frozen or containing ice, snow, organic or other deleterious matter, or having poor characteristics for grading and compaction, or having other characteristics which may result in undesirable settlement or movement of the fill or within the fill, or otherwise not meeting the requirements of the specifications. However, this definition permits drying, dewatering, watering, thawing and any other processing or reprocessing to make the material stable and suitable prior to incorporating it into the fill. "Fill" and "backfill" are deemed to have the same meaning. Overexcavation means excavation beyond the authorized zone or the zone required to build the structure as specified..0 GENERAL.1 STOCKPILING OF MATERIAL The Slopes of stockpiled materials and bermes where the height is in excess of 4 feet (1.22 meter) must possess their own technical report or plans produced by a qualified professional, including the following items: Physical characteristics of the mound/slope; Total height; Elevations of base and crest;
2 2/6 Overall slope angle; Height of earth banks; Width of periodic horizontal strips; Height of slopes between periodic horizontal strips; Slope angles between periodic horizontal strips; Operational lifespan; Area occupied; Degree of risk; Vegetation or synthetic protection measures on earth slopes exposed to the weather; Possible obstructions to the operation of machinery/equipment that may be positioned in areas close to slopes or other earthworks, in terms of the dynamic effects that their operation may have on the mounds; Earth banks used as access routes must meet traffic safety criteria. Stockpile backfill material within designated areas. Stockpile granular material so as to prevent segregation and change in moisture content. Should any material become segregated, remix the material to provide uniform gradation. Remove excess backfill material not required for other purposes and dispose of at a designated location. Rough grade those materials in the disposal areas to promote drainage and to give a tidy appearance to the satisfaction of the Vale Representative. Exercise due care at all times to prevent earthfill materials from becoming contaminated by clay or other types of deleterious materials. 4.0 BACKFILL 4.1 BACKFILL MATERIALS Backfill materials and compaction are as specified on the project drawings. Conform to the requirements of Vale Specification SPEC entitled "Earthfill Materials". 4.2 GENERAL Do not place backfill on frozen, snow-covered, ice-covered, or wet ground. Maintain minimum overburden cover as specified on the project drawings. Co-ordinate fill operations with other work. Do not place fill until subgrade has been compacted to the required density determined by ASTM D698 (Standard Proctor Test) or ASTM D1557 (Modified Proctor Test). Do not cover any subgrade or work until authorized by the Vale Representative but otherwise place in the fill as soon as possible.
3 /6 Prevent damage and disturbance to subgrade, other work and existing buildings and installations. Keep heavy equipment at a safe distance, clear of structures and other installations. Within the safe distance, place fill by hand or other suitable means and compact it by means of hand guided power rollers or tampers operated to avoid damage to the structures and installations. Eliminate boulders and rock fragments larger than 6 inches, when earth or fragmented rock fill is permitted within 2 feet of structure on the top of piping, electric ducts and cable. Fill uniformly on all sides around structures and other installations not designed as retaining walls, and prevent unbalanced loadings. For earth and granular fill, deposit the fill material as near as practical to its final location and spread it in accordance with the six inch layer compaction method. Make each layer the full width of the fill required at its elevation, with the layer horizontal except for a slight slope of approximately 2% to promote surface drainage in the event of rain while the layer is exposed and except as required to suit the required elevations of the completed fill. Where earth fill material contains boulders or rock fragments, place and work the materials so that all such solid pieces are well distributed and all interspaces are completely filled. Eliminate such solid pieces; over 6 inches in their greatest dimension, from fill placed within 1 foot of the surfaces of earth fill. For earth and granular fill, compact each layer to the required density before placing further material on it. Adjust and control the moisture content to within plus or minus 1 percent of the optimum, adding water or drying the fill material as and when necessary. Add water and dry the fill material by means of suitable equipment capable of producing uniform results throughout the fill material. For concrete fill other than concrete bedding, place and cure the concrete in accordance with CSA- A2.1. Produce a dense surface but do not trowel or otherwise make the surface smooth. Backfill overexcavated zones by Lean concrete having 15 MPa strength unless otherwise approved by Vale representative. 4. SHEETING, BRACING AND SHORING Do not leave sheeting, bracing and shoring in place without the Vale Representative's prior approval. Submit a written request for approval, to the Vale Representative. If the Vale Representative gives approval, sheeting, bracing and shoring may be left in place. Where sheeting, bracing or shoring are left in place, cut off and remove to a depth of feet minimum below finished surface, unless otherwise instructed. If instructed, remove installed sheeting, bracing and shoring by withdrawing it in stages consistent with the progress in placing and compacting fill such that no movement occurs in the sides of the
4 4/6 excavation. Completely and promptly fill voids formed during the withdrawal, compacting the fill using rammers suitable for working in the confined spaces. Co-ordinate the activities to ensure adequate support is always in place. 4.4 SUBSTATIONS Slag shall not be used as backfill material within electrical substations. 4.5 FOOTINGS Cast concrete footings in place on undisturbed dry natural soil, or soil compacted to 100% density. Do not cast concrete footings on loose soil or on wet ground. 4.6 FOUNDATIONS Do not place backfill material against fresh concrete structures until the concrete obtains 75 percent of its design strength as determined by site test cylinders unless otherwise directed by Vale Representative. Carry out backfill operations for burial of service pipelines, cables, ducts, and the like which are located in foundation excavations, under the supervision and direction of the particular service trades involved. Provide bedding and backfill materials as specified. 4.7 FLOORS Do not use slag as backfill under floors having buried metallic services, exposed steel, or under floors and foundations supporting electrolytic processes. 5.0 SUBMITTALS Submit to the Vale Representative when requested: 5.1 SAMPLES A sample not less than 100 pounds, typical of each type of fill material from each proposed source. With each sample, submit results of testing proving the material complies with the gradation and physical requirements specified. The Vale Representative approval of any sample will not mean approval of the entire source. All materials from any source are subject to further sampling, testing and approval/rejection, whether Vale incorporated into the work or not.
5 5/6 5.2 TEST REPORTS AND CERTIFICATES Test reports showing the results of gradation, moisture content, compaction, physical requirements and other test. 6.0 INSPECTION AND TESTING Inspect and test the subgrade and fill materials to determine suitability of materials, moisture content and density of materials in place. 7.0 REFERENCE DOCUMENTATION The following documents are related to this specification and shall be used to their latest revision: CSA A2.1 ASTM D698 ASTM D1557 ASTM D698 SPEC SPEC-1101 Concrete Materials and Methods of Concrete Construction Standard Test methods for laboratory compaction characteristics of soil using standard effort (12,400 Ft-LbF/FT (600 KN-m/m ). (Standard Proctor Test) Standard Test Methods for Laboratory compaction characteristics of soil using modified effort (56,000 Ft-LbF/FT )) (Modified Proctor Test) Standard Test Method for in-place density and water content of soil and soilaggregate by nuclear method (shallow depth). Earthfill Materials Bedding Materials
6 6/6 8.0 REVISION AND TRANSITION NOTES Revision notes describe: what was changed, and if applicable, why it was changed, and the plan to implement the change, including whether changes are retroactive. Note: The revision notes are a summary of the changes and may not necessarily be a complete list. Rev 1 Description Document format and number changed due to Vale Engineering Document Program changes in Previous Standard number was Rev 5. Revision by Approved by Issue Date YYYY/MM/DD K.Clausen A.Alaeddine 2012/04/0 2 Approved for use in Thompson No Changes K.Clausen A.Alaeddine 2012/08/09 Document Reviewed Format updated Regional approvals removed K.Clausen A.Alaeddine
The Six-Inch Layer Compaction Method
1/7 1.0 PURPOSE This specification describes the minimum requirements for the backfilling of trenches or the construction of berms primarily for the installation of buried pipelines, cables, ducts and
More informationThis specification supplements the requirements of the Occupational Health and Safety Act, and its Regulations.
SPEC-1100 1/9 1.0 PURPOSE This specification describes the minimum requirements for general grading, excavation of earth, rock and solid slag, embankment construction, ditching, use of explosives, and
More informationSECTION TRENCHING
SECTION 31 23 17 TRENCHING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Excavating trenches for utilities and utility structures. 2. Bedding. 3. Backfilling and compacting to subgrade elevations.
More informationEXCAVATION, TRENCHING & BACKFILLING..1 The section refers to excavation, trenching, backfilling and all Work pertaining thereto.
CITY OF BRAMPTON LANDSCAPE SPECIFICATIONS SECTION 02315-1 PART 1 GENERAL 1.1 Description of Work.1 The section refers to excavation, trenching, backfilling and all Work pertaining thereto. 1.2 Related
More informationOntario ENGINEERING STANDARD SPECIFICATION 1.0 PURPOSE 2.0 MATERIALS
1/8 1.0 PURPOSE This specification describes the minimum gradation and physical property requirements and describes acceptable material qualities, handling, storage and delivery of earthfill materials.
More informationSECTION BUILDING EARTHWORK
Conditions of Use/ Responsibility of Data Montgomery County Public Schools Facilities Guide DIVISION 2 - SITE WORK These guideline specifications are to be used by the A/E as a base document in the development
More informationDIVISION 4100 SITEWORK
DIVISION 4100 SITEWORK SECTION 4115 EARTHWORK PART 1 - GENERAL 1.01 SCOPE This section covers the grading and compaction of excavations, embankments, structural foundations, and planted areas. 1.02 REFERENCES
More informationB. Borrow: Satisfactory soil imported from off-site for use as fill or backfill.
SECTION 312000- EARTHWORK PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Special Conditions, apply to this Section. 1.2 SUMMARY This Section
More informationSECTION SITE GRADING. Part 1 - General Work Included Related Requirements Reference Standards...
SECTION 02210 - SITE GRADING CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement and Payment...
More information1.02 RELATED WORK: Refer to the following sections for related work: Section 4000-Concrete Materials and Methods
SECTION 2000- EARTHWORK PART 1- GENERAL 1.01 SCOPE: This Section covers excavation, fill, and compaction of earth and rock for roadway, embankments, structural foundations, and planted areas. Topics include
More informationSECTION EXCAVATION, BACKFILLING AND COMPACTING
PART 1 GENERAL 1.01 SCOPE Work of this Section shall include all labor, materials, equipment, plant and incidentals required to complete all excavation, backfilling and compacting as indicated on the Drawings
More informationSECTION 14 EMBANKMENT
SECTION 14 EMBANKMENT 14.1 DESCRIPTION A. General: This work consists of constructing roadway embankments, including preparation of the areas upon which embankments are to be placed; the construction of
More informationC. Foundation stabilization for pipe and utility structures.
PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavating, backfilling, and compacting for utilities, including pipe, structures, and appurtenances. B. Control of water in trenches. C. Foundation stabilization
More informationSECTION TRENCHING, BACKFILLING, COMPACTION AND GENERAL GRADING
PART 1 GENERAL SECTION 02221 TRENCHING, BACKFILLING, COMPACTION AND GENERAL GRADING 1.01 SECTION INCLUDES A. Excavation, dewatering and backfilling with compaction of trenches for pipes, conduits, channels
More informationUnion County Vocational - Technical Schools Scotch Plains, New Jersey
SECTION 02222 - EXCAVATION, BACKFILL, AND COMPACTION FOR UTILITIES PART 1 - GENERAL 1.01 SECTION INCLUDES A. Excavating trenches for the installation of utilities and stormwater detention facilities. B.
More informationSECTION 10 - TRENCHING AND BACKFILLING
SECTION 10 - TRENCHING AND BACKFILLING 10.1 General A. Work included in this Section includes trenching and backfilling for underground pipelines and related structures only. 10.1.1 Related requirements
More informationCITY OF LETHBRIDGE SECTION Construction Specifications Page 1 of 7 BACKFILL REGULATIONS FOR PUBLIC RIGHT-OF-WAYS
Construction Specifications Page 1 of 7 1. GENERAL 1.1 The following specifications apply to compaction of all water, sewer and shallow utility service cuts, repairs, replacements, mainbreaks, extensions,
More informationSECTION TRENCHING & BACKFILLING
SECTION 02225 - TRENCHING & BACKFILLING 1.0 GENERAL 1.1 Work included in this Section includes trenching and backfilling for underground pipelines and related structures only. 1.2 Reference Specifications
More informationB. Base Course: Aggregate layer placed between the subbase course and hot-mix asphalt paving.
SECTION 312000 - EARTH MOVING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Excavating and filling for rough grading the Site. 2. Preparing subgrades for walks, curbs, pavements, and turf and grasses.
More informationSECTION EARTHWORK
SECTION 310000 PART 1 GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required and perform all excavation, backfill, fill and grading required to complete the work
More informationSECTION SOILS REPORT
SECTION 02300 SOILS REPORT 1. GENERAL: 1.1 All work included under this heading shall be subject to the General Conditions of the entire operation. This Contractor is required to refer especially thereto.
More informationSection Fill Placement Tender No. [ ] Page 1
Tender No. [ ] Page 1 1.0 GENERAL 1.1 GENERAL.1 This section specifies placement requirements for fill materials specified in Section 02330 Earthwork Materials, except for [Waste Fill, Gravel Armour, Riprap,
More informationEXCAVATION & BACKFILLING GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 6 WATER RECLAMATION PROJECT JUNE 2013
GUELPH TRANSIT OPERATIONS & MAINTENANCE SECTION WATSON ROAD FACILITY PAGE 1 OF 6 PART 1 GENERAL 1.1 Description The Work of this Section shall be all labour, materials, equipment and supervision necessary
More informationSECTION UNCLASSIFIED EXCAVATION AND GRADING
SECTION 02210 UNCLASSIFIED EXCAVATION AND GRADING PART 1 GENERAL 1.1 DESCRIPTION Work in this section includes the excavation, undercut excavating, grading, earthwork and compaction required as shown on
More informationSECTION EXCAVATION AND EMBANKMENT. B. Subbase Grading A samples for gradation analysis.
PART 1 GENERAL 1.1 DESCRIPTION A. The WORK under this Section includes providing all labor, materials, tools and equipment necessary for excavation and embankment construction to the lines, grades and
More informationSECTION EXCAVATION AND BACKFILL FOR UTILITIES AND STRUCTURES
SECTION 02215 EXCAVATION AND BACKFILL FOR UTILITIES AND STRUCTURES PART 1 - GENERAL 1.1 DESCRIPTION: This section includes materials, testing, and installation of earthwork for excavations, fills, and
More informationSECTION STRUCTURAL EXCAVATION FOR STRUCTURES
1 1 1 0 1 0 1 0 1 SECTION 1. STRUCTURAL EXCAVATION FOR STRUCTURES BASED ON DFD MASTER SPECIFICATION DATED /1/1 P A R T 1 - G E N E R A L SCOPE The work under this section shall consist of providing all
More informationSECTION FILL AND BACKFILL
PART 1 GENERAL 1.1 SECTION INCLUDES A. Filling, backfilling, and compacting for building volume below grade, footings, slabs-on-grade, paving, site structures, and utilities within the building. B. Backfilling
More informationSECTION EROSION CONTROLS
SECTION 31 25 13 EROSION CONTROLS PART 1 GENERAL 1.1 SUMMARY A. Section Includes installing, maintaining and removing: 1. Silt Fence. 2. Temporary Construction Entrances. 3. Diversion Channels. 4. Sediment
More informationSECTION TRENCHING, BACKFILLING AND COMPACTION. B. Provide necessary sheeting, shoring and bracing.
SECTION 02221 TRENCHING, BACKFILLING AND COMPACTION PART 1 GENERAL 1.01 WORK INCLUDED A. Excavation for piped utility material. B. Provide necessary sheeting, shoring and bracing. C. Prepare trench bottom
More informationSECTION EARTHWORK
SECTION 02200 EARTHWORK PART 1 - GENERAL 1.01 WORK INVOLVED A. Provide all labor, materials and equipment as required for all excavation, grading, providing borrow materials, hauling, placing and compacting
More information2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.
Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer
More informationSECTION EXCAVATION AND FILL
SECTION 02315 EXCAVATION AND FILL PART 1 GENERAL 1.01 SUMMARY A. Furnish labor, materials, equipment, and incidentals necessary to perform excavation, backfill, grading, and slope protection required to
More informationSECTION EROSION CONTROL DEVICES
SECTION 02374 PART 1 GENERAL EROSION CONTROL DEVICES 1.1 SUMMARY A. Section Includes: 1. Diversion Channels. 2. Rock Energy Dissipator. 3. Paved Energy Dissipator. 4. Rock Basin. 5. Rock Barriers. 6. Sediment
More informationB. Backfill and compact utility bedding and fill placed in the utility trenches between the top of the utility bedding and the subgrade elevation.
SECTION 312333 TRENCHING AND BACKFILLING PART 1 - GENERAL 1.1 SUMMARY A. Excavate trenches for new electric and telephone conduits, gas lines, and their appurtenances from at least 5 feet outside the building
More informationSECTION 32 EXCAVATION, BACKFILL, COMPACTION AND GRADING
32.1 GENERAL SECTION 32 EXCAVATION, BACKFILL, COMPACTION AND GRADING This Section covers excavation, backfill, fill and grading associated with utility trench and structural construction. All such WORK
More informationBASED ON DFD MASTER SPECIFICATION DATED 2/24/2014
1 0 1 0 1 0 1 SECTION 1. TRENCHING BASED ON DFD MASTER SPECIFICATION DATED // P A R T 1 - G E N E R A L SCOPE The work under this section shall consist of providing all work, materials, labor, equipment,
More informationSECTION RIPRAP, BOULDERS, AND BEDDING
SECTION 31 37 00 RIPRAP, BOULDERS, AND BEDDING PART 1 GENERAL 1.01 SECTION INCLUDES A. The WORK includes excavation, grading, and installation of riprap, boulders, soil riprap, void-filled riprap, and
More informationA. Excavation consists of the removal of material encountered to subgrade elevations and the reuse or disposal of materials removed.
SECTION 02200 EARTHWORK PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,
More informationSECTION 1100 GRADING 1102 MATERIALS AND DEFINITIONS.
SECTION 1100 GRADING 1101 SCOPE. This section covers the performance of all work required for grading the project in coordination with all previous work performed at the locations shown on the contract
More informationSpecial Provision No. 421F01 April 2006
RIGID PIPE CULVERTS Item No. FLEXIBLE PIPE CULVERTS Item No. CSP ARCH CULVERTS Item No. STRUCTURAL PLATE CSP Item No. CORRUGATED STEEL PIPE EXTENSIONS Item No. ROCK EXCAVATION FOR CULVERTS Item No. CLAY
More informationSECTION ASPHALT CONCRETE
SECTION 02740 ASPHALT CONCRETE PART 1. GENERAL 1.01 SECTION INCLUDES A. Work includes but is not limited to the following: 1.02 RELATED SECTIONS 1. Provide all material, labor, and equipment to prepare
More informationSECTION 02215BP TRENCHING AND BACKFILLING
SECTION 02215BP TRENCHING AND BACKFILLING This page is intentionally left blank. Fluor-B&W Portsmouth, LLC (FBP) SITE PREPARATION INFRASTRUCTURE PHASE 1 SPECIFICATION COVER SHEET Client: U.S. Department
More information378 - POND NATURAL RESOURCES CONSERVATION SERVICE CONSERVATION PRACTICE SPECIFICATION I. SCOPE
378-1 NATURAL RESOURCES CONSERVATION SERVICE CONSERVATION PRACTICE SPECIFICATION 378 - POND I. SCOPE The work shall consist of constructing an earthfill embankment and appurtenances to the lines, grades,
More informationSECTION MECHANICALLY STABILIZED EARTH RETAINING WALLS
SECTION 13100 MECHANICALLY STABILIZED EARTH RETAINING WALLS PART 1 -- GENERAL 1.01 THE REQUIREMENT A. Includes all labor, material, equipment, testing and submittals required to design and complete construction
More information1.01 GENERAL. l.02 PIPELINE TRENCH EXCAVATION PIPELINES AND STRUCTURES REVISION: SECTION 1 PAGE : 1-1
1.01 GENERAL A. The Contractor shall perform all excavation, backfilling, grubbing and grading required for construction and installation of pipelines, structures and appurtenances. Excavation shall include
More informationB. Subsurface data is available from the Owner. Contractor is urged to carefully analyze the site conditions.
SECTION 31 23 33 - TRENCHING, BACKFILLING AND COMPACTION PART 1 - GENERAL 1.1 SCOPE A. This Section specifies the requirements for excavating and backfilling for storm sewer, sanitary sewer, water distribution
More informationThis specification describes the minimum requirements for Vale's standard practice for Concrete drawings.
016/09/0 1/5 1.0 PURPOSE This specification describes the minimum requirements for Vale's standard practice for Concrete drawings. The following drawings form part of this specification: 99-999-D-00481
More informationITEM 430 CONSTRUCTION OF UNDERGROUND UTILITIES
AFTER MARCH 1, 2012 ITEM 430 CONSTRUCTION OF UNDERGROUND UTILITIES 430.1 Description. This item shall govern for all excavation required for the construction of sewers, sewer structures, pipe culverts,
More informationMagnumStone Specifications Gravity
MagnumStone Specifications Gravity SPECIFICATION FOR MAGNUMSTONE GRAVITY MECHANICALLY STABILIZED EARTH SYSTEM PART 1: GENERAL.01Description The work consists of supplying and installing all aspects of
More informationEXCAVATION AND BACKF1LL
S E C T I O N 2 3 1 5 EXCAVATION AND BACKF1LL PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Excavation, trenching, complete and continual dewatering of excavation, sheeting, bracing and shoring of
More informationSECTION EARTHWORK. B. Removal of subsoil and excavating all classes of material encountered.
SECTION 02200 PART 1 GENERAL 1.1 SECTION INCLUDES A. Subsoil and aggregate materials. B. Removal of subsoil and excavating all classes of material encountered. C. Handling, storage, transportation and
More informationSection SITE CLEARING. B. Description of Work: 1. The extent of site clearing is shown on the drawings.
Section 02110 SITE CLEARING 1.00 General: A. Related Documents: The general provisions of the Contract including General and Supplementary Conditions and General Requirements, apply to the work specified
More informationSECTION A1 EXCAVATION AND BACKFILL GENERAL
SECTION A1 EXCAVATION AND BACKFILL GENERAL The work under this section shall include all excavation to such width and depth as shown on the drawings, specified herein, or ordered by the Engineer. Such
More informationSTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF WEST BEND, WISCONSIN SECTION 300 EARTHWORK, GRADING, AND GRAVELING
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY OF WEST BEND, WISCONSIN SECTION 300 EARTHWORK, GRADING, AND GRAVELING Section Number Title 301 GENERAL 302 MATERIALS SPECIFICATIONS 303 CLEARING
More informationCITY OF LETHBRIDGE SECTION INFRASTRUCTURE SERVICES Page 1 of 7 GRANULAR BASE PREP
INFRASTRUCTURE SERVICES Page 1 of 7 1.0 GRANULAR BASE AND SUB-BASE 1.1 DESCRIPTION.1 This section specifies requirements for supplying, producing, hauling placing and compacting processed gravel or quarried
More informationCW 3170 EARTHWORK AND GRADING TABLE OF CONTENTS
CW 3170 EARTHWORK AND GRADING TABLE OF CONTENTS 1. GENERAL CONDITIONS...1 3. DESCRIPTION...1 5. MATERIALS...1 5.1 General...1 5.2 Handling and Storage of Materials...1 5.3 Testing and Approval...1 5.4
More informationSPECIFICATIONS FOR STRUCTURAL EXCAVATION
SPECIFICATIONS FOR STRUCTURAL EXCAVATION 1.0 DESCRIPTION The Work shall consist of:.1 Excavation and removal of material for the placement of foundations, substructure units, approach slabs, transition
More informationExcavate drilled shafts in accordance with Item 416, Drilled Shaft Foundations.
Item Excavation and Backfill for Structures 1. DESCRIPTION 2. MATERIALS Excavate for placement and construction of structures and backfill structures. Cut and restore pavement. Use materials that meet
More informationSECTION TRENCI-JING PART 1 GENERAL
S SECTION 3123 17 TRENCI-JING PART 1 GENERAL 1.1 STIPULATIONS A. The Specification Sections "General Conditions of Contract", "Special Conditions" and "Division 01 - General Requirements" form a part of
More informationCONSTRUCTION SPECIFICATION FOR GRADING
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 206 DECEMBER 1993 CONSTRUCTION SPECIFICATION FOR GRADING 206.01 SCOPE 206.02 REFERENCES 206.03 DEFINITIONS 206.04 Not Used 206.05 Not Used 206.06 Not
More informationSECTION EMBANKMENT
02260-1 of 8 SECTION 02260 EMBANKMENT 02260.01 GENERAL A. Description 1. Embankment shall be formed of suitable material obtained from General, Structure, Borrow, Trench, and other excavations included
More informationCONSTRUCTION SPECIFICATION FOR UNTREATED SUBBASE, BASE, SURFACE, SHOULDER, SELECTED SUBGRADE, AND STOCKPILING
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS.PROV 314 NOVEMBER 2015 CONSTRUCTION SPECIFICATION FOR UNTREATED SUBBASE, BASE, SURFACE, SHOULDER, SELECTED SUBGRADE, AND STOCKPILING TABLE OF CONTENTS
More informationSPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7)
Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular
More informationConstruction Specification 28 Lime Treated Earthfill
Construction Specification 28 Lime Treated Earthfill 1. Scope The work consists of furnishing lime, mixing lime with soil, curing, and placing the lime treated soil. 2. Material Soil material shall be
More informationSECTION EXCAVATING, BACKFILLING, AND COMPACTION FOR UTILITIES
SECTION 02221 EXCAVATING, BACKFILLING, AND COMPACTION FOR UTILITIES PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 02200 - Earthwork. 2. 02660 - Water Systems. 3. 02720 - Storm Drainage System. 4.
More informationBidders shall acknowledge receipt of this Addendum in writing on his Proposal Form.
McKee and Associates Architecture and Interior Design Addendum No. ONE Date: 2.27.19 Project: New Home Side Bleachers at Verbena High School Football Stadium for the Chilton County Board of Education Clanton,
More information1.2 REFERENCES.1 American Society for Testing and Materials International (ASTM)
Pan Am Pool New Electrical Room Page 1 of 7 Part 1 General 1.1 SUMMARY.1 Related Sections:.1 Section 02 41 13 - Selective Site Demolition..2 Section 07 21 13 Board Insulation: perimeter foundation insulation
More informationCity of Brandon Division 2 Standard Construction Specifications Section January 2007(Revision 1) Page 1 of 8 ROADWAY EXCAVATION AND GRADING
January 2007(Revision 1) Page 1 of 8 PART 1 GENERAL 1.01 OTHER CONTRACT DOCUMENTS 1.02 DESCRIPTION OF WORK 1.03 RELATED WORK 1.04 CLASSIFICATION OF THE WORK 1.05 QUALITY ASSURANCE PART 2 PRODUCTS 2.01
More informationSECTION EXCAVATION AND FILL
SECTION 312300 EXCAVATION AND FILL PART 1 - GENERAL 1.1 SUMMARY A. Excavate, backfill, compact, and grade the site to the elevations shown on the Drawings, as specified herein, and as needed to meet the
More informationSUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION EXCAVATION AND BACKFILL, GENERAL
SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATIONS TABLE OF CONTENTS SECTION 31 23 00 EXCAVATION AND BACKFILL, GENERAL PART 1 GENERAL... 2 1.1 Description... 2 1.2 Submittals... 2 1.3 Reference
More informationEARTHWORK. C. Handling, storage, transportation, and disposal of excavated material
EARTHWORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Clearing, grubbing and site preparation B. Removal and disposal of debris C. Handling, storage, transportation, and disposal of excavated material D. Sheeting,
More informationSECTION BITUMINOUS CONCRETE PAVING
PART 1 GENERAL 1.1 SECTION INCLUDES: SECTION 02400 BITUMINOUS CONCRETE PAVING A. The intent of this specification section is to provide requirements for materials, equipment, and methods for constructing
More informationCITY OF AUBURN STANDARD SPECIFICATIONS SECTION 13 EXCAVATION AND BACKFILL
CITY OF AUBURN STANDARD SPECIFICATIONS SECTION 13 EXCAVATION AND BACKFILL 13.01 GENERAL The work included in this section shall consist of furnishing all materials and equipment and performing all labor
More information204 - EXCAVATION AND BACKFILL FOR STRUCTURES SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES. Granular Backfill (Wingwalls) (Set Price)
SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES 204.1 DESCRIPTION Excavate for the structures as shown in the Contract Documents. Unless specified otherwise, backfill the completed structures to the
More informationSECTION STRUCTURE EXCAVATION AND EARTHWORK
SECTION 02200 STRUCTURE EXCAVATION AND EARTHWORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Pavement Removal B. Stripping Topsoil C. Rock Excavation D. Excavation E. Subgrade Preparation F. Filling 1.2 REFERENCES
More informationAppendix D General Earthwork and Grading Specifications for Rough Grading
Appendix D General Earthwork and Grading Specifications for Rough Grading LEIGHTON AND ASSOCIATES, INC. General Earthwork and Grading Specifications 1.0 General 1.1 Intent These General Earthwork and Grading
More informationSPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 2 BACKFILL. 2.1 General...2-1
SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 2 BACKFILL TABLE OF CONTENTS 2.1 General...2-1 2.2 Materials...2-1 2.2.1 Compacted Non-granular Material...2-1 2.2.2 Gravel Material and Crushed Aggregate
More informationSPECIFICATIONS - DETAILED PROVISIONS Section Grouted Rip-Rap C O N T E N T S
SPECIFICATIONS - DETAILED PROVISIONS Section 02271 - Grouted Rip-Rap C O N T E N T S PART 1 - GENERAL... 1 1.01 DESCRIPTION... 1 1.02 SUBMITTALS... 1 PART 2 - PRODUCTS... 1 2.01 MATERIALS... 1 PART 3 -
More informationSECTION AGGREGATES
SECTION 32 05 00 AGGREGATES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Aggregate base 2. Engineered fill 3. Backfill 4. Fine filter aggregate (non-frost susceptible fill) 5. Riprap 6. Recreational
More informationGRADING, FILL, EXCAVATION AND LANDSCAPING 2012 EDITION
CHAPTER 23.105 GRADING, FILL, EXCAVATION AND LANDSCAPING 2012 EDITION Sections 23.105.101 General... 1 23.105.102 Definitions... 1 23.105.103 Permits required... 3 23.105.104 Hazards.... 4 23.105.105 Permit
More informationTRENCH EXCAVATION AND BACKFILL
TRENCH EXCAVATION AND BACKFILL PART 1 - GENERAL 1.01 SECTION INCLUDES A. Trench Excavation for Pipe Systems B. Trench Foundation Stabilization C. Pipe Bedding and Backfill 1.02 DESCRIPTION OF WORK A. Excavate
More informationITEM 481 MONOLITHIC REINFORCED CONCRETE BOX SEWERS
AFTER FEBRUARY 1, 2011 ITEM 481 MONOLITHIC REINFORCED CONCRETE BOX SEWERS 481.1 Description. This specification shall govern for the construction of monolithic, reinforced concrete box sewers of the size,
More informationSECTION ASPHALT PAVING
SECTION 321216 ASPHALT PAVING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Hot-mix asphalt paving. 1.2 PRE-INSTALLATION MEETINGS A. Pre-installation Conference: Conduct conference at Project site.
More informationDIVISION 31 EARTHWORK 2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012
2006 Edition, Published January 1, 2006; Division Revision Date: January 31, 2012 PART FIVE DOCUMENTS FOR SITE AND INFRASTRUCTURE 31 00 00. EARTHWORK 31 10 00. SITE CLEARING.1 STRUCTURE REMOVAL: Include
More informationSECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS
SECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS Section Page 36-1 GENERAL 36.1 36-2 PIPEMAKING EQUIPMENT 36.1 36-3 TRENCH EXCAVATION 36.1 36-4 SPECIAL FOUNDATION TREATMENT 36.1 36-5
More informationNORTH HARRIS COUNTY REGIONAL WATER AUTHORITY PORTLAND CEMENT. Section PORTLAND CEMENT STABILIZED SUBGRADE
PART 1 GENERAL 1.01 SUMMARY Section 02338 PORTLAND CEMENT This Section includes foundation course of Portland cement stabilized natural subgrade material. 1.02 MEASUREMENT AND PAYMENT A. Unit Prices. 1.
More informationCONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS IN OPEN CUT
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 422 APRIL 2004 CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS AND BOX SEWERS IN OPEN CUT TABLE OF CONTENTS 422.01 SCOPE 422.02
More informationCONSOLIDATED EDISON COMPANY OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY DISTRIBUTION ENGINEERING TOOLS AND STRUCTURES
CONSOLIDATED EDISON COMPANY OF NEW YORK, INC. 4 IRVING PLACE NEW YORK, NY 10003 DISTRIBUTION ENGINEERING TOOLS AND STRUCTURES SPECIFICATION EO-1181 REVISION 6 May 2010 EFFECTIVE DATE June 1, 2010 GENERAL
More informationMSCAA /04 ITEM P-219 RECYCLED CONCRETE CRUSHED AGGREGATE BASE COURSE DESCRIPTION MATERIALS
219-1.1 ITEM P-219 RECYCLED CONCRETE CRUSHED AGGREGATE BASE COURSE DESCRIPTION This item consists of a base course composed of crushed recycled concrete aggregate, crushed to meet a particular gradation,
More informationSTANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL
STANDARD SPECIFICATION FOR CRIBLOCK CONCRETE CRIBWALL 1. SCOPE 2. DESIGN 3. MATERIALS 4. CONSTRUCTION 5. METHOD OF MEASUREMENT AND PAYMENT SCOPE This Specification sets out requirements for the design,
More informationSpecial Provision No. 799F01 March 2012 CONSTRUCTION SPECIFICATION FOR THE INSTALLATION OF NOISE BARRIER TABLE OF CONTENTS
... m NOISE BARRIER - Item No.... m NOISE BARRIER INCLUDING PRECAST NOISE/TRAFFIC BARRIER - Item No.... m NOISE BARRIER ON STRUCTURES - Item No.... m SALVAGEABLE NOISE BARRIER - Item No.... m SALVAGEABLE
More informationCONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS IN OPEN CUT
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 422 November 2015 CONSTRUCTION SPECIFICATION FOR PRECAST REINFORCED CONCRETE BOX CULVERTS IN OPEN CUT TABLE OF CONTENTS D 422.01 D 422.02 D 422.03
More informationSECTION TRENCHING, BACKFILL AND COMPACTION
SECTION 312333 TRENCHING, BACKFILL AND COMPACTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes 1. Native Backfill Material 2. Crushed Stone Bedding 3. Select Backfill Material 4. Shoring and Bracing
More informationSECTION EXCAVATION, TRENCHING AND BACKFILL
SECTION 02315 EXCAVATION, TRENCHING AND BACKFILL PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Excavation, trenching, and backfill necessary for the construction of the facilities as indicated
More informationA. Texas Department Transportation 2004 Standard Specifications for Construction of Highways, Streets and Bridges (TxDOT):
SECTION 31 32 13.16 CEMENT STABILIZATION PART 1 GENERAL 1.1 SCOPE OF WORK A. This Section pertains to the specifications for cement stabilization of sandy or silty soil and consists of pulverizing, addition
More informationTOWN OF LAFAYETTE SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. June 1984
1 TOWN OF LAFAYETTE SPECIFICATIONS FOR HIGHWAY CONSTRUCTION June 1984 1. DEFINITIONS APPROVAL, APPROVED, ACCEPTED OR WORDS OR TERMS OF SIMILAR MEANING: Written approval of the Highway Superintendent. BASE
More informationSpecial Provision No. 599F01 May 2004 CONSTRUCTION SPECIFICATION FOR THE INSTALLATION OF NOISE BARRIER TABLE OF CONTENTS
... m NOISE BARRIER - Item No.... m NOISE BARRIER INCLUDING PRECAST NOISE/TRAFFIC BARRIER - Item No.... m NOISE BARRIER ON STRUCTURES - Item No.... m SALVAGEABLE NOISE BARRIER - Item No.... m SALVAGEABLE
More information.1 Furnish all labor, material and equipment necessary to complete all Site Work as shown on the Drawings and Specifications.
SECTION 31 22 00- GRADING 1.0 GENERAL.1 Furnish all labor, material and equipment necessary to complete all Site Work as shown on the Drawings and Specifications.. 2 Excavate to exact line and grade as
More informationLANDSCAPE RETAINING WALLS
SUDAS Standard Specifications Division 9 - Site Work and Landscaping Section 9070 - Landscape Retaining Walls LANDSCAPE RETAINING WALLS PART - GENERAL.0 SECTION INCLUDES A. Modular Block Retaining Walls
More information