5. Partially filled fuel tanks within the building shall be pumped empty. The oil and tanks shall be removed and deposed of in a legal manner.
|
|
- Alison Bryan
- 6 years ago
- Views:
Transcription
1 Page 1 of 1. A pre bid site walk though was held at the site, 200 West Street, Ware MA, at 2:00pm August 24, The following attended: a. Chief Thomas Coulombe Ware Fire Department b. Mr. Thomas Martens Ware DPW c. Mr. Richard Sitnik Arcadis, OPM d. Mr. Gregory Carell The Carell Group, Inc., Architects e. Mr. P Hannon Tri County f. Mr. Brian Dodge Royal Oaks Builders g. Mr. Fred VanDerhouf Associated Building Wrecking h. Mr. Bob Morgan Jay-Mor Co i. Mr. John Mason Mason Construction The site and exteriors of the buildings were observed. Access into the interior of the buildings was provided and interior spaces and features were observed. 2. All existing retaining walls shall be demolished 3. All asphalt is to be included in items to be demolished 4. Application to the Ware Heath Department for septic system removal is included as part of this addendum. The application shall be filled out by the contractor and the septic system demolished and removed. 5. Partially filled fuel tanks within the building shall be pumped empty. The oil and tanks shall be removed and deposed of in a legal manner. 6. Clearing, grubbing and stump removal shall occur within the work area set forth on the plan. 7. Coordinate with the Owner to allow the Owner to have the furthest extent of demolition surveyed prior to back filling or grading. The silt fence per section 02217, 2.04 shall be constructed at the limit of work line. 8. SPECIFICATION MODIFICATIONS: The following modifications, amendments, deletions and additions shall be made to the Demolition Specifications for the Ware Fire Headquarters site, West Street, Ware, Massachusetts specifications and drawings (Contract Documents), additional are bolded (bold); omissions are italicized (italicized); words or sentences to be removed are struck out (struck out): INTENT OF REVISIONS: 1. In general, it is the intent of this modification to eliminate the provisions of demolition contractor supplied gravel fill. The contractor shall utilize on-site materials to backfill excavations and foundation holes to create a uniformly sloped site, once all demolition has been completed. The minimum slope shall be 2:1 (horizontal to vertical). Areas that are generally level shall be maintained that way. No naturally occurring, clean, sands and gravels shall be removed from the site as part of this demolition contract.
2 Page 2 of 2. It is the Owner s intent to permit the re-use of asphalt pavement, brick and concrete (ABC) as supplemental materials for future construction. BASE BID CRITERIA SHALL ASSUME THAT ALL EXISTING ASPHALT PAVEMENT AND BASE COURSES, BRICK AND CONCRETE SHALL BE USEABLE FOR SUPPLEMENTAL MATERIALS, AFTER BE PROCESSED BY THE DEMOLITION CONTRACTOR AND REMAIN STOCKPILED ON SITE. The base bid shall not assume that reinforcing steel, brackets, fasteners, wood framing, glass or other debris shall remain on site. Such materials shall be removed at the Demolition Contractor s cost and in accordance with the specifications. Section02070 DEMOLITION: ADD the following sub-section, 1.2 WORK INCLUDED:, A TO C, modify as follows: 1.2 WORK INCLUDED A. This Contract includes the demolition and removal of all buildings, fire escapes, steel guards, platforms, steps, wood, metal framing, ramps, bituminous and concrete paving and pads, building walls and other structures, retaining walls, septic systems, surface pipe, all subsurface structures, and all related items necessary in the opinion of the Town to perform and complete such work. All of the above is a part of the Contract unless specifically excepted. Bituminous concrete pavement, brick and concrete (pads, walls and slabs) are intended to remain on site after processing to be used for future construction. B. Except as otherwise shown or stipulated, it is the intent to include under this Contract the demolition and removal of all existing construction of every description which at present exists and extends above and below the ground level, including boilers, septic tanks and leaching (field or pit) components, fuel tanks, all rubble and to fill cellar holes with compacted clean on-site bankrun sand and gravel with an 8 thick final layer of clean, sharp, fine sifted sand free from all stones and organic matter or other debris, Do not use any rubble to fill cellar holes. Leave existing fences around site, where shown on Drawings. Remove all concrete slabs on grade wherever found. C. Completely demolish all foundations, slabs, footings and other below grade structures except as otherwise specified, and removed from site. It is the intent to remove all unsuitable site materials from within the limit of prospective construction and replace them with structural fill clean on-site bankrun sand and gravel suitable for immediate use as an undisturbed sub base for all new construction. REPLACE ADD the following sub-section, 2.05, A, Graded Gavel with A., ABC Rubble, to read A. ABC Rubble: Asphalt Pavements, Brick and Concrete Rubble shall meet the requirements of MassDOT Section 403, Reclaimed Base Course, subject to the following: 1. The material is tested to meet the criteria of MassDOT Section 403. Testing shall be conducted by the Owner s Agent to demonstrate compliance. 2. The demolition contractor shall supply representative samples of existing, on-site asphalt pavements, brick and concrete for laboratory testing. The contractor shall anticipate a minimum of two calendar weeks for the assessment of this material. Accommodations for the stockpiling and stabilization of this material shall be made as part of the base bid. 3. If it is material is tested to meet the specified criteria, it shall then be processed, by on-site crushing, grinding and sifting to meet MassDOT Section Processed ABC Rubble shall be stored on-site stabilized and protected stockpiles in a location that will not affect future construction. Such location shall be coordinated with the Architect prior to initiation of processing.
3 Page 3 of ADD the following sub-section, 2.6. PRE-CAST CONTRETE BARRIERS (Jersey Barriers), to add the following subsection, D. D. Jersey Barriers shall remain in place throughout the duration of the contract and shall become the property of the Owner. They shall not be removed by the demolition contractor. MODIFY the following Section as noted: 3.9 FILLING AND LEVELING A. The requirements of the General Laws, Chapter 143, Section 3, as amended which state in part as follows: shall require the lot to be leveled to uniform grade by a proper sanitary fill to cover any cellar or foundation holes and any rubble not removed. These requirements shall be the minimum standard, see Site Plan requirements for specific post-demolition filling, compaction and grading. B. Areas connected to the basements of buildings to be demolished including utility or passage tunnels which, in the opinion of the Town, constitutes a hazard shall be broken up. C. Demolish and remove all interior partitions, foundation walls, walls of areas connected with cellars or basements and cellar floors. Perimeter foundation walls which are essential to the support of existing sidewalks shall not be demolished or disturbed. D. Repair any sidewalk, curb, or pavement surface which has been damaged or destroyed during the demolition operations. Said repairs to sidewalk or pavement surface shall be accomplished by applying bituminous concrete or regular concrete, as applicable, in a manner satisfactory to the Town. E. Make such repairs to said sidewalk and/or street surfaces as soon as it is feasible or when directed to do so by the Town. F. Samples and Testing 1. All demolished material to be processed or crushed for re-use fill material and its placement shall be subject to quality control testing. A qualified laboratory will be selected by the Owner to perform tests on materials. All costs of testing will be paid for by the Owner. Test results and laboratory recommendations shall be available to the Architect. 2. Provide samples of each fill material from the proposed source of supply including on-site sources. Allow sufficient time for testing and evaluation of results before material is needed. Submit samples from alternate source if required. 3. Architect will be sole and final judge of suitability of all material. 4. The laboratory will determine maximum dry density and optimum water content in accordance with A.S.T.M. D-1557, Method D and the in-place density in accordance with A.S.T.M. D Tests of material as delivered may be made from time to time. Materials in question may not be used, pending test results. Test of compacted materials will be made regularly. Remove rejected materials and replace with new, whether in stockpiles or in place. 6. Cooperate with laboratory in obtaining field samples of in-place materials after compaction. Furnish incidental field labor in connection with these tests.
4 Page 4 of G. ABC Rubble: 1. Segregate suitable materials for re-use as ABC Rubble as described in MassDOT Section 403, reclaimed base course material descriptions. Compaction Equipment and Tests. 2. Provide samples to Owner for Testing; allow for sufficient time for such testing to determine the composition and use of such materials for ABC. 3. Process ABC components as required by MassDOT by crushing, grading and breaking components to the specified sizes. Locate crushing plant as far from adjacent uses and residences. Provide dust control measures to prevent impacting adjacent businesses, residences and wetlands. No dust shall be discernable on adjacent properties or wetlands plants/areas. Hours of operation shall be from 9:00 am to 4:30 PM, Monday through Friday, legal Massachusetts Holidays excluded. H. Compaction Equipment and Tests 1. Compaction equipment unless otherwise specified, shall consist of fully loaded ten (10) wheel dump trucks, tractor-dozers weighing at least thirty-five thousand (35,000) pounds and operated at top speed, heavy vibratory rollers, such as a Ruggo 400, or other compaction equipment approved by the Architect. Equipment shall make a minimum of four (4) passes to achieve compaction as specified; to provide an evenly dense and compacted thickness throughout. All ruts shall be filled, the surface even and compacted to the density called for. The Architects retains the right to disapprove the use of any equipment that does not meet the above specifications or perform the work as intended. Any modification of equipment or method must be approved by the Architect. The material shall be compacted to at least ninety-five (95) percent of maximum density as determined by A.S.T.M. Test Designation D- 1557, Method D or A.S.T.M. D Compaction tests shall be performed as follows: Location All Fill No. Tests (Minimum) 1 every layer of fill lift (for each building) or 1 every 1,500 cubic feet of fill, whichever is greater I. Placing Fills and Compacting 1. Fill material shall be placed in horizontal layers not exceeding six (6) inches under the building and all pavements and nine (9) inch layers in lawn areas. Each layer shall be compacted to the percentage of maximum dry density specified for the particular type of fill and at a water content equal to optimum water content plus or minus two (2) percent. The maximum dry density and optimum water content shall be 95% below proposed building footprints and paved areas; 90% under lawn and side slope areas. 1. Where fill is required, existing steep slopes shall be brought down in grade to a maximum slope of 2:1 ((horizontal to vertical) and shall be graded to a uniform slope. Use only existing clean, on-site sands and gravels. The minimum amount of cut and fill shall be used to stabilize the site in a manner that leaves no open excavations.
5 Page 5 of MODIFY the following Section, 2.14 as noted: 2.14 SURFACE STABILIZATION: 2. Where water content of the fill must be adjusted to meet this Specification, the fill shall be thoroughly disked to insure uniform distribution of any water added. 3. Areas to be filled or backfilled shall be fee of construction debris, refuse, compressible or decayable materials and standing water. Do not place fill when fill materials or layers below it are frozen. 4. Notify the Architect when excavation is ready for inspection. Filling shall not be started until conditions have been approved by the Architect. B. Slopes shall be stabilized by two means: 1. During Growing Season (Base Bid criteria): If the slopes are graded and stabilized before November 1 or after April 15 of the season (the growing season), the requirements of Section Erosion and Sedimentation Control 3.05 & 3.06 shall apply 2 thickness of Loam, loam/seed and maintain. END OF ADDENDUM #2
SECTION SITE PREPARATION. A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION.
SECTION 311000 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. B. Examine all conditions as they exist at the project prior to submitting
More informationGeneral bids will be received at the Office of the Board of Selectmen/Town Manager, no later than 11:00 AM, Wednesday, October 12, 2011.
ADDENDUM No.5 October 6, 2011 Page 1 of 5 1. The GENERAL BID DATE IS REVISED AS FOLLOWS: General bids will be received at the Office of the Board of Selectmen/Town Manager, no later than 11:00 AM, Wednesday,
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 informationSECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS
SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS Section Page SECTION 14 RESTORATION OF SURFACES... 14.1 14-1 GENERAL... 14.1 14-2 PRIVATE ROADS... 14.1 14-3 STREETS AND PARKING LOTS... 14.1 14-3.01
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 informationSECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS
SECTION 14 - RESTORATION OF SURFACES TABLE OF CONTENTS Section Page 14-1 GENERAL... 14.1 14-2 PRIVATE ROADS... 14.1 14-3 STREETS AND PARKING LOTS... 14.1 14-3.01 Aggregate Base... 14.1 14-3.02 Asphalt
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 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 informationSECTION 920 SANITARY AND STORM SEWER MANHOLES
SECTION 920 SANITARY AND STORM SEWER MANHOLES 920.1 GENERAL This section contains items which are relative to the installation of sanitary and storm sewer manholes. 920.2 REFERENCES 920.2.1 ASTM C 43 C
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 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 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 informationSpecial Provision Item P-152 Excavation and Embankment
Special Provision Item P-152 Excavation and Embankment DESCRIPTION This item shall be constructed in conformity with FAA Standard Specification "Item P-152 Excavation and Embankment, except as herein modified
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 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 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 informationSPECIFICATIONS FOR STREET CONSTRUCTION WITHIN THE TOWN OF PLAINVILLE
SPECIFICATIONS FOR STREET CONSTRUCTION WITHIN THE TOWN OF PLAINVILLE BE IT ORDAINED by the Town Council of the Town of Plainville: SECTION 1. SUBDIVISIONS. All subdivisions hereinafter developed within
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 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 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 B PART 5 TREE PLANTING AND PROTECTION GUIDELINES (TPP)
SECTION B PART 5 TREE PLANTING AND PROTECTION STANDARD CONTRACT DOCUMENTS FOR MUNICIPAL CONSTRUCTION PROJECTS 2018 EDITION 220 1.0 CONSTRUCTION SPECIFICATION AND DESCRIPTION FOR STRUCTURAL SOIL 1.1 GENERAL
More informationSECTION 39 - MANHOLES TABLE OF CONTENTS 39-1 GENERAL PRECAST CONCRETE MANHOLES
Section SECTION 39 - MANHOLES TABLE OF CONTENTS 39-1 GENERAL... 39-1 39-2 PRECAST CONCRETE MANHOLES... 39-1 39-2.01 Precast Concrete Storm Drain Manholes... 39-1 39-3 SADDLE MANHOLES... 39-2 39-3.01 Saddle
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 informationDIVISION 2100 SITEWORK
DIVISION 2100 SITEWORK SECTION 2120 STABILIZED SUBGRADE PART 1 - GENERAL 1.01 SCOPE This section covers the preparation of subgrade for pavement, sidewalks, recreational trails, and drive approaches. 1.02
More informationSECTION TRENCH EXCAVATION AND BACKFILL
SECTION 02221 - TRENCH EXCAVATION AND BACKFILL CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Sections... 2 1.03 Reference Standards... 2 1.04 Quality Assurance... 2 1.05 Measurement
More informationSECTION 820 PUMP STATION DEMOLITION AND SITE RESTORATION
820-1 SCOPE OF WORK: SECTION 820 PUMP STATION DEMOLITION AND SITE RESTORATION a. Furnish all labor, materials, equipment, and incidentals required for demolition and/or removal and disposal of existing
More informationTOWN OF HOLLIS, NEW HAMPSHIRE
TOWN OF HOLLIS, NEW HAMPSHIRE ROAD and DRIVEWAY SPECIFICATIONS APPENDIX (Adopted 10/7/08) APPENDIX A A. Road Design Standards 1. Pavement and drainage facilities, curbs and sidewalks, when required, shall
More informationSECTION GENERAL EXCAVATION
02210-1 of 11 SECTION 02210 GENERAL EXCAVATION 02210.01 GENERAL A. Description 1. General excavation shall include but not necessarily be limited to, excavation and grading for general site work, roadways,
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 informationCHAPTER 3 EXCAVATIONS
7-3-1 7-3-1 CHAPTER 3 EXCAVATIONS SECTION: 7-3-1: Permit Requirements 7-3-2: Bond Required 7-3-3: Subject and Excluded Excavations 7-3-4: Standards 7-3-5: Protection of Public 7-3-6: Relocation and Protection
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 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 PORTLAND CEMENT CONCRETE
PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the supplemental documents as indicated in the Site Work General Provisions, apply to work of this
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 informationADDENDUM NO. 1 FOR ROADWAY RECONSTRUCTION RFP # June 7, 2016
ADDENDUM NO. 1 FOR ROADWAY RECONSTRUCTION RFP #2017-01 NOTICE TO PROSPECTIVE BIDDERS June 7, 2016 Prospective bidders are hereby informed of the following corrections, additions, deletions, and/or modifications
More informationA. Texas Department of Transportation 2004 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (TxDOT).
SECTION 32 01 16 ASPHALT OVERLAY PART 1 - GENERAL 1.1 SCOPE OF WORK A. This Section specifies the requirements for scarifying, grinding, sweeping and repair of existing asphalt concrete pavement to establish
More informationCITY OF LETHBRIDGE SECTION Construction Specifications SIDEWALK CONSTRUCTION PAGE 1 of 5
Construction Specifications SIDEWALK CONSTRUCTION PAGE 1 of 5 1.0 EXCAVATION AND FILL 1.1 GENERAL.1 The excavation or fill shall be made to provide proper grade, lines and crosssection for the laying of
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 CONTROLLED LOW STRENGTH MATERIAL
SECTION 03300 CONTROLLED LOW STRENGTH MATERIAL PART 1 GENERAL 1.1 DESCRIPTION A. This Section specifies Controlled Low Strength Material (CLSM) to be used as described in this specification, including
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 EARTHWORK; EXCAVATION, FILLING AND GRADING. A. Excavating soil and other material for surface improvements.
SECTION 31 20 00 PART 1 - GENERAL 1.1 SECTION INCLUDES A. Excavating soil and other material for surface improvements. B. Excavating soil and other material for drainage basins. C. Placing fill. D. Compaction
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 informationNC STATE SURPLUS PROPERTY AGENCY BID CONTRACT. Bid # D03211 Bid Opening: 1:00PM Location: East Carolina University
Bids will be publicly opened at the NC State Surplus Property Agency (SSPA) at the time and date specified. By signature, I certify that all bidder information is accurate and I agree to the Instructions,
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 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 informationStanford University Facilities Design Guidelines SECTION ASPHALT UNIT PAVING. A. ASTM C-33 Standard Specification for Concrete Aggregates.
SECTION 32 14 23 ASPHALT UNIT PAVING PART 1 GENERAL 1.1 DESCRIPTION Work Included: All labor, materials, appliances, tools, equipment, facilities, transportation, and services for and incidental to performing
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 information1993 Specifications CSJ'S & SPECIAL SPECIFICATION ITEM Tree Preservation and Treatment
1993 Specifications CSJ'S 0912-71-554 & 0912-71-555 SPECIAL SPECIFICATION ITEM 1016 Tree Preservation and Treatment 1. Description. This section specifies the requirements for protecting trees and related
More informationSECTION B1 BITUMINOUS CONCRETE PAVING GENERAL
SECTION B1 BITUMINOUS CONCRETE PAVING GENERAL This section covers the restoration of roadways and sidewalks, in whole or in part, with bituminous concrete paving. WITHIN 4 DAYS OF BACKFILLING IN AREAS
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 informationSECTION Section Excavation and Backfill For Structures Section Embedment and Base Course Aggregate
SECTION 2110 EXCAVATION AND EMBANKMENT 1.00 GENERAL 1.01 Scope. Work to be performed under this section shall include all labor, equipment, materials and miscellaneous items necessary to perform all clearing
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 18 - EARTHWORK TABLE OF CONTENTS
SECTION 18 - EARTHWORK TABLE OF CONTENTS Section Page 18-1 GENERAL...18.1 18-2 ROADWAY EXCAVATION...18.1 18-2.01 General...18.1 18-2.02 Unsuitable Roadway Excavation and Backfill...18.1 18-2.03 Surplus
More informationThe developer/contractor shall be responsible for replacing all fences which must be disturbed for the installation of sanitary sewer or water lines.
SECTION 15.0 PIPE TRENCHES 15.01 Clearing and Grubbing The developer/contractor shall be responsible for the clearing and grubbing of the entire right-of-way. See Sections 13.01 and 14.01. Clearing and
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 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 informationSECTION 503 TEMPORARY PAVEMENT RESTORATION
SECTION 503 TEMPORARY PAVEMENT RESTORATION 503-1 DESCRIPTION: This work consists of furnishing, placing, compacting, and maintaining a temporary pavement surface suitable for driving in accordance with
More informationCITY OF MILTON CONSTRUCTION NOTES
CITY OF MILTON CONSTRUCTION NOTES 1. Driveways shall be constructed of concrete and sloped per Georgia Highway standard 9031-J. Curb shall not be broken from gutter. Curb and gutter to be removed to existing
More informationCITY OF FARGO SPECIFICATIONS AGGREGATE BASES
AGGREGATE BASES PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, accessories, and equipment necessary
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 2200 PAVING CITY OF BLUE SPRINGS, MISSOURI CONSTRUCTION SPECIFICATIONS
SECTION 2200 PAVING CITY OF BLUE SPRINGS, MISSOURI CONSTRUCTION SPECIFICATIONS The City of Blue Springs hereby adopts Section 2200 of the Kansas City Metropolitan Chapter of APWA Construction and Material
More informationReinforced Soil Slopes (RSS)
Supplemental Technical Specification for Reinforced Soil Slopes (RSS) SCDOT Designation: SC-M-206-1 (4/16) 1.0 DESCRIPTION 1.1 Construct a reinforced soil slope in accordance with these specifications,
More informationDodge City s, General Information For Driveway/Sidewalk Permits, Utility Permits.
Dodge City s, General Information For Driveway/Sidewalk Permits, Utility Permits. All private construction and/or maintenance activities which take place within the City right-of-way are subject to oversight
More informationSECTION RIGHT-OF-WAY DAMAGE REPAIRS PART 1 - GENERAL PART 2 - MATERIALS AND METHODS
SECTION 01200 RIGHT-OF-WAY DAMAGE REPAIRS PART 1 - GENERAL 1.01 SCOPE This specification covers the work within the street right-of-way (property line) for the repair of that area which is disturbed during
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 informationSECTION FLEXIBLE PAVING
SECTION 321200 PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. Include GENERAL CONDITIONS and applicable parts of Division 1 as part of this Section. B. Examine all Drawings and other Sections of the Specifications
More informationCITY OF FARGO SPECIFICATIONS REMOVALS
REMOVALS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, and equipment necessary to perform vegetation
More informationAPPLICANT any person who makes application for a permit. BOROUGH Borough of Elizabethtown, Lancaster County, Pennsylvania.
CHAPTER 21 PART 2 TUNNELING AND EXCAVATIONS 201. Definitions. The following words and phrases, when used in this Part, shall have the meanings ascribed to them in this 201, except in those instances where
More informationCITY OF FARGO SPECIFICATIONS REMOVALS
REMOVALS PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of all labor, material, and equipment necessary to perform vegetation
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 informationTECHNICAL SPECIFICATION
TECHNICAL SPECIFICATION ITEM 02514 MANHOLES 1.0 GENERAL 1.1 SCOPE This section provides for construction of sewer manholes complete in place, including the furnishing and adjusting to grade of an existing
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 information17.0 CONSTRUCTION OF OPEN DRAINAGE SYSTEMS
17.0 CONSTRUCTION OF OPEN DRAINAGE SYSTEMS 17.1 Description The work covered by this section of the specifications consists of furnishing all labor, the construction and installation of open storm drain
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 informationCITY OF TACOMA Department of Neighborhood and Community Services
CITY OF TACOMA Department of Neighborhood and Community Services ADDENDUM NO. 3 DATE: January 31, 2017 REVISIONS TO: Request for Bids Specification No. NC16-0353F On-Call Building Demolition NOTICE TO
More informationSECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices.
SECTION 01220 UNIT PRICES PART 1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for the unit prices. B. The omission of any unit price description from this Section
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 informationSECTION IV. PIPELINE EXCAVATION AND BACKFILL
SECTION IV. PIPELINE EXCAVATION AND BACKFILL A. Description of Work B. Surface Types C. Backfill D. Surface Restoration A. DESCRIPTION OF WORK 1. Extent: Excavation of trenches for pipelines shall include
More informationSECTION 18 - EARTHWORK TABLE OF CONTENTS
SECTION 18 - EARTHWORK TABLE OF CONTENTS Section Page 18-1 GENERAL... 18-2 18-2 ROADWAY EXCAVATION... 18-2 18-2.01 General... 18-2 18-2.02 Unsuitable Roadway Excavation and Backfill... 18-2 18-2.03 Surplus
More informationAppendix C SPECIFICATIONS FOR DESIGN AND CONSTRUCTION (AMENDED 04/03/90)
Appendix C SPECIFICATIONS FOR DESIGN AND CONSTRUCTION (AMENDED 04/03/90) C-1. Design Speed, Sight Distance, Centerline Radius MINOR LOCAL SUBCOLLECTOR COLLECTOR ALLEY DESIGN SPEED 25 MPH 25 MPH 30 MPH
More informationApplication for Right of Way Permit
Application for Right of Way Permit The following are the requirements to perform construction in the City right of way. 1. There is an annual Applicant License Fee of $75.00. The license must be obtained
More informationMunicipality of Waterville Public Sidewalk Repair Policy
Municipality of Waterville Public Sidewalk Repair Policy Purpose - The purpose of this policy is to protect the public health, safety and welfare of the citizens and inhabitants of the Municipality by
More informationContractor Policy Manual
Contractor Policy Manual City of Sioux City Public Works Department Utilities Field Office 1921 18 th Street (712) 279-6913 Table of Contents Clearance Permits... 1 Airport Permits... 1 Clearance Permit
More informationFoundation/Site Work Code Requirements
Q: What is a Foundation Only permit and why did I receive one when I filed for a full Building Permit? All Building Permits for new construction and additions are reviewed for zoning compliance. This review
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 informationADDENDUM NO. 1 TO THE INVITATION TO BID - ITB # RAMP & SIDEWALK REPAIR PROJECT CITY OF ANN ARBOR, MICHIGAN
ADDENDUM NO. 1 TO THE INVITATION TO BID - ITB #4320 2014 RAMP & SIDEWALK REPAIR PROJECT CITY OF ANN ARBOR, MICHIGAN The following changes, additions, and/or deletions shall be made to the Bid Documents
More informationConstruction Specification for Utility Adjustments
Engineering & Construction Services Division Standard Specifications for Road Works TS 4.50 September 2017 for Utility Adjustments Table of Contents TS 4.50.01 SCOPE... 2 TS 4.50.02 REFERENCES... 2 TS
More informationSECTION MEASUREMENT AND PAYMENT
SECTION 01026 PART 1 GENERAL 1.1 SECTION INCLUDES A. Explanation and Definitions B. Measurement C. Payment D. Schedule of Values E. Application for Payment 1.2 EXPLANATION AND DEFINITIONS A. The following
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 informationSTANDARD SPECIFICATIONS SECTION PAVEMENT REQUIREMENTS
STANDARD SPECIFICATIONS SECTION 02950 PAVEMENT REQUIREMENTS PART 1 GENERAL 1.1 DESCRIPTION A. Section includes requirements for removing, replacing and providing new paving for roads, driveways, parking
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 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 informationDESIGN & CONSTRUCTION GUIDELINES
FACILITIES MANAGEMENT DESIGN & CONSTRUCTION EDITION: SEPTEMBER 17, 2018 4202 E. FOWLER AVENUE, OPM 100 TAMPA, FLORIDA 33620-7550 PHONE: (813) 974-2845 WEBSITE: usf.edu/fm-dc DESIGN & CONSTRUCTION GUIDELINES
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 informationREQUEST FOR TENDER - SERVICES RFT HOUSE DEMOLITION 7958 BEAVERDAMS RD., NIAGARA FALLS, ON.
REQUEST FOR TENDER - SERVICES 1. PURPOSE AND SCOPE This specification is intended to govern the supply of all labour, materials and equipment for the dismantling, demolition of a single dwelling on the
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 information~lamance <tount!' 9'~UUJ ;i)epwdment 124 We6t ElmStltm (j,taluun,.ncjjdli &vwfina 27253!Jefepfwae(336) :Jax(336)
~lamance
More informationSection CONCRETE SIDEWALKS. 1. Payment for concrete sidewalks is on square foot basis.
PART 1 GENERAL 1.01 SUMMARY A. This Section includes the following: Section 02775 1. Reinforced concrete sidewalks. 2. Wheelchair Ramps. 1.02 MEASUREMENT AND PAYMENT A. Unit Prices. 1. Payment for concrete
More informationSECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS
SECTION 13 - EXISTING FACILITIES TABLE OF CONTENTS Section Page 13-1 GENERAL... 13.1 13-1.01 Preservation of Property... 13.1 13-1.02 Overloading, Pavement Protection & Repair... 13.1 13-2 REMOVING EXISTING
More information