yarmouth ferry terminal work package 1 190221 – sp100 … · 2020-01-07 · town of yarmouth...

Town of Yarmouth

Yarmouth Ferry Terminal Work Package 1 190221 – SP100 Issued for Tender

January 2020

Town of Yarmouth LIST OF CONTENTS Section 00 01 11 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020 Section Title Pages Division 00 - Procurement and Contracting Requirements 00 21 00 DESCRIPTION OF WORK AND LIST OF DRAWINGS 2 00 21 13 INFORMATION TO TENDERERS 4 00 41 42 TENDER FORM – STIPULATED PRICE 4 00 50 00 AGREEMENT BETWEEN OWNER AND CONTRACTOR CCDC 2 – 2008 31 00 73 00 SUPPLEMENTARY GENERAL CONDITIONS 7 Division 01 - General Requirements 01 10 00 GENERAL INSTRUCTIONS 8 01 14 00 WORK SCHEDULING AND OPERATING RESTRICTIONS 2 01 29 83 PAYMENT PROCEDURES: TESTING LABORATORY SERVICES 2 01 32 17 CONSTRUCTION PROGRESS DOCUMENTATION 4 01 33 00 SUBMITTAL PROCEDURES 6 01 35 29 HEALTH AND SAFETY REQUIREMENTS 4 01 35 43 ENVIRONMENTAL PROTECTION 6 01 35 73 PROCEDURES FOR DECONSTRUCTION OF STRUCTURES 3 01 45 00 QUALITY CONTROL 3 01 51 00 TEMPORARY UTILITIES 3 01 52 00 CONSTRUCTION FACILITIES 2 01 56 00 TEMPORARY BARRIERS AND ENCLOSURES 3 01 61 00 COMMON PRODUCT REQUIREMENTS 5 01 71 00 EXAMINATION AND PREPARATION 3 01 73 00 EXECUTION 3 01 74 11 CLEANING 1 01 74 21 CONSTRUCTION/DEMOLITION WASTE MANAGEMENT AND DISPOSAL 4 01 77 00 CLOSEOUT PROCEDURES 2 01 78 00 CLOSEOUT SUBMITTALS 3 Division 02 – Existing Conditions 02 41 16 STRUCTURE DEMOLITION 5 02 81 01 HAZARDOUS MATERIALS 8 02 82 10 ASBESTOS ABATEMENT – MINIMUM PRECAUTIONS 11 02 82 30 ASBESTOS ABATEMENT – MAXIMUM PRECAUTIONS 20 02 83 11 LEAD ABATEMENT – INTERMEDIATE PRECAUTIONS 11 02 85 14 MISCELLANEOUS HAZARDOUS MATERIALS ABATEMENT 7 Division 05 – Metals 05 50 00 METAL FABRICATIONS 5 Division 06 – Wood, Plastics and Composites 06 10 01 ROUGH CARPENTRY 5 Division 07 – Thermal and Moisture Protection 07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING 15

Town of Yarmouth LIST OF CONTENTS Section 00 01 11 Yarmouth Ferry Terminal Page 2 Work Package 1 190221 – SP100 January 2020 07 62 00 SHEET METAL FLASHING AND TRIM 6 Division 31 – Earthworks 31 15 53 EROSION AND SEDIMENT CONTROL 5 31 20 00 EXCAVATING, TRENCHING AND BACKFILLING 9 DIVISION 32 – EXTERIOR IMPROVEMENTS 32 12 16 ASPHALT CONCRETE PAVING 3 List of Appendices Appendix A Master Health and Safety Plan Appendix B Hazardous Building Materials Surveys Appendix C Historical Drawings

END OF SECTION

Town of Yarmouth DESCRIPTION OF WORK Section 00 21 00 Yarmouth Ferry Terminal AND LIST OF DRAWINGS Page 1 Work Package 1 190221 – SP100 January 2020

1.1 GENERAL .1 The project is located at the Yarmouth Ferry

Terminal in Yarmouth, Nova Scotia.

.2 The Work generally includes but is not necessarily limited to: 1. Mobilization and demobilization, including all plant, labour, equipment, security measures, and temporary facilities as specified and as required to carry out the work. 2. Environmental protection including the provision of netting, floating booms, silt curtains, and work platforms. Disposal of debris or removed materials in the water is prohibited. 3. Preparation, submission and implementation of an approved site specific Health and Safety Plan, Hazardous Materials Management Plan, Demolition Work Plan, Environmental Protection Plan, Waste Management Plan and Work Schedule. 4. Selective removal and disposal of Main Terminal Building roofing system, as indicated on Drawings. 5. Installation of new Main Terminal Building roofing system, as indicated on Drawings. 6. Complete abatement, demolition, removal and appropriate disposal of the following structures:

1. Stevedore Building, including complete removal of building utilities (power and communications) to the respective service panels. 2. Passenger Gangway, including complete removal of hydraulic lift system and utilities (power and communications) to the respective service panels.

7. Abatement, demolition, transport and disposal of the subject buildings/structures, including all contents, components, elements and substances. Complete demolition, removal and appropriate disposal of the aforementioned structures includes, but is not limited to:

1. Hazardous materials and designated substances including but not necessarily limited to asbestos, lead and mercury containing materials;

1. Structural framing, including interior partitions; 2. Interior finishes and contents; 3. Exterior cladding and brick; 4. Roofing systems; 5. Electrical systems; 6. Heating systems; 7. Concrete foundations, as specified on Drawings.

Town of Yarmouth DESCRIPTION OF WORK Section 00 21 00 Yarmouth Ferry Terminal AND LIST OF DRAWINGS Page 2 Work Package 1 190221 – SP100 January 2020

END

8. Local reinstatement of asphalt paving. 9. Cooperate and coordinate work with other contractors and users who may be on site. 10. Restoration and clean-up of the site after completion of the work. 11. All other work as indicated in the Contract Documents. 12. The Hazardous Building Material Surveys by nature, cannot reveal all conditions that exist or can occur on the site. It will be the Contractor’s obligation to be satisfied in the nature, character, quality and quantity of conditions likely to be encountered. Any reliance, extrapolation or interpretation of the information made available will be at the sole discretion of the Contractor. No claim for damages, extra work or relief from any of the obligations of the Contract based on the failure of the Owner to provide additional information or for the inadequacy or inaccuracy of the information contained within the Hazardous Building Material Surveys will be accepted by the Owner.

1.2 List of Drawings

Dwg. No. Title

Cover Sheet 190221-S101 Existing Conditions Site Plan 190221-S102 Existing Conditions, Removals and

Reinstatement 190221-S103 Ladder Details 190221-A101 Ground Floor Plan 190221-A102 Floor Plans 190221-A103 Roof Plan 190221-A200 East and West Elevations 190221-A201 North and South Elevations 190221-A500 New Miscellaneous Section Details

Town of Yarmouth INFORMATION Section 00 21 13 Yarmouth Ferry Terminal TO TENDERERS Page 1 Work Package 1 190221 – SP100 January 2020

1. A complete Tender is comprised of the following: a) The Tender Form in its entirety, with all pages and spaces for

entry of information by Tenderers filled in as instructed. b) Addenda received by the Tenderer during the tendering period. c) Tender Security (refer to clause 11 herein). 2. The tender shall be submitted in a sealed envelope marked as follows: TENDER FOR Town of Yarmouth Yarmouth Ferry Terminal Work Package 1 190221.00 – SP100

and must be delivered to the following address up until 2:00 p.m., local time, on Thursdays, January 23rd, 2020, hereinafter referred to as the Tender Closing.

Town of Yarmouth 400 Main Street Yarmouth, NS B5A 1G2 Attention: Marc Brophy, P. Eng. 3. Tender opening will occur immediately following Tender Closing. Tender

opening will be public. 4. Before tendering, Tenderers shall have examined the site of the work and

shall have satisfied themselves as to the working conditions, including labour conditions and labour rules, the nature and kind of work to be done, any special risks associated therewith and all other matters which may be necessary in order to form a proper conception under which the work will be required to be performed. Tenderers shall not be entitled to claim at any time after closing of tenders that there was any misunderstanding in regard to all such conditions.

5. When forming their estimates and preparing their tenders, Tenderers

shall take full cognizance of the content of all the Contract Documents listed in Section 00 41 42 – Tender Form – Stipulated Price.

6. Any ambiguities, inconsistencies, or uncertainties in the Contract

Documents which may become apparent to Tenderers when tendering shall be advised in writing to the Consultant at Suite 901, 1505 Barrington Street, Halifax, Nova Scotia, B3J 2R7, Attention: Jeff MacKenzie, P.Eng., at [email protected] or Fax: (902) 423-3938, not less than three (3) working days before Tender Closing. Tenderers will be advised simultaneously of any decisions on such matters as necessary by means of


addenda (which will be serially numbered) and all addenda issued shall be incorporated into the Contract Documents.

7. All tenders shall be valid for acceptance for sixty (60) calendar days

from the Closing Date. 8. The Agreement is included in the Contract Documents at the time of

tendering only for information and shall not be completed at the time of tendering.

9. The appending of any qualifying clauses to the tender or failure to

comply with these instructions and with all other relevant provisions contained in the documents in the completing of any tender renders such tender liable to disqualification.

10. Contract Price to exclude HST. Harmonized sales tax shall be indicated

as a separate amount and included in the Total Amount Payable. 11. Each tender shall be accompanied by Tender Security in the amount of ten

percent (10%) of the Total Amount Payable in evidence of the bona fide nature of the tender. This Tender Security shall be in favour of the Owner and shall be in the form of a Certified Cheque, irrevocable Letter of Credit or a Bid Bond which shall guarantee to the Owner that in the event of the successful Tenderer declining to enter into a formal agreement with the Owner as called for in the Contract Documents, or declining or neglecting to provide the Insurance or Contract Security required by the Contract Documents, then the Owner will be reimbursed the additional cost of accepting another tender or Tender Security amount, whichever is the lesser.

.1 The bonds shall be issued by a company whose guarantee bonds are acceptable to the Government of Canada. Use latest edition of CCDC Form 220.

12. The Tender Security of the unsuccessful Tenderers will be returned to

them after the Owner enters into a formal agreement with the successful Tenderer or the expiration of validity of their tenders, whichever is the sooner.

13. On the written acceptance by the Owner of a tender, that tender becomes

the Contract and the Tenderer who has submitted it becomes the Contractor. The Contractor will be required to enter into a formal agreement with the Owner following receipt of a written notice of acceptance from the Owner. The written notice of acceptance forms a Contract Agreement until the formal “Agreement” is executed.

14. Within seven (7) days of written acceptance of a tender that tenderer

shall provide Contract Security in the amount and form as specified in GC 11.2 and as supplemented in Section 00 73 10 - Supplementary General Condition and Insurance as specified in GC 11.1.

15. Complete the Tender Form in ink and have corrections initialled by the

individual signing the tender.


16. Where manufactured articles are described or specified in the Contract Documents by name, catalogue number of a manufacturer or supplier, Tenderers shall tender on the basis of using only such articles. Procedure concerning substitution of a specified article with another shall be in accordance with equivalents and alternates in Section 01 61 00 – Common Product Requirements.

17. The Owner will not defray any expenses whatsoever incurred by Tenderers

in the preparation and submission of their tenders. The Owner reserves the right to waive any formality or technicality in any tender.

18. The Owner reserves the right to accept or to reject any or all tenders

received, or to select a tender which is deemed by the Owner to be in its best interests. The Owner reserves the right to negotiate with the lowest compliant tenderer in the event that all tendered prices are higher than anticipated.

19. Tenders, which in the opinion of the Owner are considered to be informal

or unbalanced, may be rejected. 20. Tenders may be amended or withdrawn without penalty, by letter, or

facsimile, (902) 742-6244, prior to Tender Closing. Amendments shall not disclose either original or revised total price.

.1 Head amendment or withdrawal as follows: “[Amendment]/[Withdrawal] of Tender for the “Town of Yarmouth, Yarmouth Ferry Terminal, Work Package 1, 190221.00 – SP100”. Sign and seal as required for tender, and submit at address given for receipt of tenders. All Submissions must be received prior to Tender Closing.

.2 For response submitted by fax, responders may revise their bid by facsimile or letter, provided that the revision is received prior to Closing. Revisions by facsimile must be sent to the facsimile number as indicated above. The Owner will not be responsible for any failure attributable to the mechanical or electronic transmission or reception of the facsimile.

21. Tenderers are to attend a mandatory site meeting, held at the Yarmouth

Ferry Terminal at 11:00 a.m. on Wednesday, January 15th, 2020. Questions may be asked and description of the Work may be discussed during this meeting, however no minutes of the meeting will be distributed. Modifications made by way of addenda, to tendering requirements or the Contract Documents, shall be binding.

22. The following Hazardous Materials reports have been carried out at the

Site and are attached in Appendix B: 1. Supplemental Hazardous Building Materials Survey, Yarmouth Ferry

Terminal, Prepared for the Town of Yarmouth, prepared by CBCL Limited, dated January 2020.


END

23. Health and Safety – Designation of Project Scale: .1 The Owner has designated this project to be large scale in

scope. The requirements contained in the Master Health and Safety Plan (MHASP) must be considered and addressed for the assigned designation.

Town of Yarmouth TENDER FORM - Section 00 41 42 Yarmouth Ferry Terminal STIPULATED PRICE Page 1 Work Package 1 190221 – SP100 January 2020

TO: Town of Yarmouth FROM: The undersigned Tenderer, having carefully read and examined the undermentioned Contract Documents prepared by CBCL Limited for the completion of the Town of Yarmouth, Yarmouth Ferry Terminal, Work Package 1, 190221.00 – SP100, which comprise all the tender documents in accordance with the following documents: Description of Work and List of Drawings Tender Form – Stipulated Price Agreement Between Owner and Contractor Definitions General Conditions of the Stipulated Price Contract - CCDC 2-2008 Supplementary General Conditions Specifications Drawings Addendum/Addenda hereby accepts the same as part and parcel of the Contract herein referred to, and having carefully examined the locality and site of Work and having full knowledge of the work required and of the materials to be furnished and used, does hereby Tender and offer to enter into a contract to perform and complete, the whole of the said Work and provide all necessary labour, plant, tools, materials and equipment and pay all applicable taxes, as set forth and in strict accordance with the Specifications, Drawings and other Contract Documents and to do all therein called for on the terms and conditions and under the provisions therein set forth as follows.

CONTRACT PRICE $ ADD HST (15% OF CONTRACT PRICE) $ TOTAL AMOUNT PAYABLE $ Tenderer’s HST Registration No. COMPLETION TIME 1. Tenderer agrees to complete Substantial Performance of the Work no later

than April 30th, 2020 providing the Contract is awarded within 14 days of bid closing. Asphalt paving can be placed after substantial completion date; however, it must be scheduled and placed at times approved by the Owner.


The Undersigned Tenderer: .1 Declares that this tender is valid for acceptance until ,

202 (being sixty (60) calendar days from the Tender Closing). .2 Declares that the Contract Price set forth in the Tender Form has been

correctly computed for the purposes of this tender and that it includes and covers all duties, and handling charges; transportation; and all other charges. Harmonized sales tax is not to be included in the Contract Price.

.3 Hands you herewith by way of Tender Security a Bid Bond or Certified

Cheque or irrevocable Letter of Credit in the amount of ten percent (10%) of the Total Amount Payable on the understanding that in the event of this tender not being accepted by you, then this Tender Security will be returned to the undersigned Tenderer either at the time that the Contract is entered into with some other Tenderer, or at the expiration of validity of this tender, whichever is the sooner.

.4 Undertakes in the event of your acceptance of this tender, to execute a

formal agreement in the form hereto attached, within seven (7) days of written acceptance and further agrees to provide the Contract Security in the amount and for as specified in GC 11.2 and as supplemented in Section 00 73 00 – Supplementary General Conditions, and Insurance as specified in GC 11.1

.5 Undertakes, in the event of your acceptance of the Tender, to achieve

Substantial Performance of the Work within the number of weeks of written notification of Award indicated above.

.6 Agrees that in the event of failing or neglecting either to provide the

Contract Security and Insurance and/or to execute the Agreement in the manner herein before undertaken, then the Tender Security shall be forfeited.

.7 Agrees that unless and until a formal agreement is prepared and executed, this tender together with your written acceptance thereof shall constitute a binding Contract between us.

.8 Understands and agrees that the Owner is not bound to accept the lowest or any tender which they may receive.

.9 Agrees to provide, maintain and pay for the insurance coverages

specified in the Contract Documents. One copy of all insurance policies of the Contractor and two copies of certificates of insurance, certifying to the issuance of all insurance policies, shall be furnished to the Owner. Each and every insurance policy shall name the Contractor, Owner and Consultant as being insured in the full amount of the insurance.

.10 Declares to have personal knowledge of the location of the proposed Work and is informed as to the actual conditions and requirements, including labour conditions and labour rules and shall not claim at any time after


execution of the Agreement that there was any misunderstanding in regard to such conditions and requirements.

.11 Declares to have carefully examined the documents and Addenda No. to referred to in the first paragraph of this Tender Form, and the Tenderer hereby accepts and agrees to the same as forming a part of the Contract.

.12 Understands that in the event that the tendered Contract Price is not

within the project budget, the Owner has the right to negotiate the Contract with the low bidder or reject all tenders received.

.13 Agrees that the Warranty Period defined in the Contract Documents shall

be for a period of one (1) year from the date of Substantial Performance of the Work.

.14 Understands that Substantial Performance of the Work will be established

in accordance with General Conditions of the Contract and applicable lien legislation.

.15 Understands that after the issuance of the certificate of Substantial

Performance of the Work by the Consultant, provided that the Contractor has relieved the Owner from any and all claims, demands and lien claims for and in respect of the Contract, and has completed all outstanding items and corrected all deficiencies, the Contractor shall submit an application for Final Payment and the Consultant will thereafter prepare the Final Certificate for payment in accordance with the General Conditions of the Contract and applicable lien legislation

.16 Understands that the payment of holdback will be in accordance with the

General Conditions of the Contract and subject to the provisions of the lien legislation applicable to the Place of Work.

.17 Understands the occupational Health and Safety Legislation and any

Workers or Workplace compensation legislation applicable to the Place of the Work and declares that they are in good standing and have all necessary certification as required by such legislation.

.18 Agrees that time shall be construed as being of the essence of the

Contract.


END

DATED THIS DAY OF , 202 . [Seal] Name of Firm Tendering Signature of Signing Officer Witness Name and Title (Printed) Witness Signature of Signing Officer Name and Title (Printed) Company Address Telephone No. Fax No. *NOTE: Tenders submitted by or on behalf of any Corporation must be signed and

sealed in the name of such Corporation by a duly authorized officer or agent.

Town of Yarmouth Section 00 53 42 Yarmouth Ferry Terminal Work Package 1 190221 – SP100 January 2020

AGREEMENT BETWEEN OWNER AND CONTRACTOR

CCDC 2 – 2008


DEFINITIONS CCDC 2 – 2008


GENERAL CONDITIONS OF THE CIVIL WORKS CONTRACT

CCDC 2 – 2008

Town of Yarmouth SUPPLEMENTARY Section 00 73 00 Yarmouth Ferry Terminal GENERAL CONDITIONS Page 1 Work Package 1 190221 – SP100 January 2020

These Supplementary Conditions amend Standard Construction Document – CCDC 2 – 2008. Where a portion of the Document is modified or deleted by these Supplementary General Conditions, the unaltered portions of the Document shall remain in effect. AGREEMENT BETWEEN OWNER AND CONTRACTOR Page 5, after Article A-8 insert the following:

“ARTICLE A-9 SEVERABILITY 9.1 Each and every paragraph, section, clause, sub-clause or other component of the Contract is severable one from the other. Should it be found by a court of competent jurisdiction that any one or more paragraphs or parts thereof are null and void, the validity of the remaining paragraphs or parts thereof shall not be affected. ARTICLE A-10 TIME OF THE ESSENCE 10.1 Time shall be deemed to be of the essence of the performance of the Contractor’s obligations herein under.”

DEFINITIONS Page 6, Clause 13 – Place of Work, add the following sentence: “Any reference within the Contract Documents to the term “Site” shall be

considered interchangeable with the Definition: Place of Work”. Page 7, Add the following new Definitions: 27. Approved or Approval “Approved” or “Approval” means acceptance by the Consultant in

accordance with the Consultant’s responsibilities described in Clause GC 2.2 ROLE OF THE CONSULTANT.

28. Total Amount Payable Total Amount Payable means the sum of the Contract Price in the Tender

Form, subject to adjustments made in accordance with the provisions of the Contract Documents plus the amount of Value Added Taxes.

29. Period of Delay The period of time from the date stated in the Agreement and the actual

date of Substantial Performance; if any. GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT PART 1 – GENERAL PROVISIONS GC 1.1 CONTRACT DOCUMENTS Page 8, Clause 1.1.8, delete the words “sufficient copies” and replace with “three (3) copies”.


PART 2 – ADMINISTRATION OF THE CONTRACT GC 2.2 ROLE OF THE CONSULTANT Page 9, in Clause 2.2.6, line 2, after “techniques,” add “schedules,” Page 9, Clause 2.2.9, add the following sentence at end of paragraph: “The Owner and the Contractor shall waive any claims against the Consultant

arising out of the making of such interpretations and findings.” PART 3 – EXECUTION OF THE WORK GC 3.1 CONTROL OF THE WORK Page 11, Clause 3.1.2, after “techniques,” add “schedules,” GC 3.5 CONSTRUCTION SCHEDULE Page 12, in Clause 3.5.1.1, delete “prior to the first application for payment” and replace with “not later than two (2) weeks after receipt of the Letter of Acceptance”. Page 12, add new Clause 3.5.1.4 as follows:

“3.5.1.4 Two (2) weeks prior to start-up and commissioning, provide a detailed plan, including a schedule of all start-up and commissioning related activities as specified in the Contract Documents.”

GC 3.4 DOCUMENT REVIEW Page 12, add clause 3.4.2 as follows:

“3.4.2 The doctrine of contra proferentem shall not apply in the interpretation of Contract meaning that if there is any ambiguous language in the Contract it shall not be interpreted more strongly against the party who prepared or drafted the ambiguous language.

GC 3.6 SUPERVISION Page 12, delete clause 3.6.1 and replace with the following:

“3.6.1 The Contractor shall provide all necessary supervision and appoint a full-time competent representative who will be in attendance at the place of Work while work is being performed. The appointed representative shall not be changed except for a valid reason submitted to the Owner in writing at least five (5) working days before the change is made.”

GC 3.7 SUBCONTRACTORS AND SUPPLIERS Page 13, Clause 3.7.6, delete “through the Consultant,”


GC 3.10 SHOP DRAWINGS Page 13, delete Clause 3.10.3 and replace with the following:

“3.10.3 The Contractor shall prepare and submit to the Consultant for review, a schedule of the dates for provision, review and return of Shop Drawings. This submission shall be prior to the project Start-Up meeting.”

Page 13, delete Clause 3.10.12 in its entirety, and add the following:

“3.10.12 The Consultant will review and return Shop Drawings in accordance with the schedule agreed in Clause 3.10.3.”

GC 3.13 CLEANUP Page 14, at the end of Clause 3.13.2, add new sentence as follows: “The Consultant will inspect the Place of Work for acceptance before

issuing the Certificate of Substantial Performance of the Work.” Page 14, at the end of Clause 3.13.3, add new sentence as follows: “The Consultant will inspect the Place of Work for acceptance before

evaluating the application for Final Payment.” PART 4 - ALLOWANCES GC 4.1 CASH ALLOWANCES Page 14, Delete GC 4.1 in its entirety. PART 5 - PAYMENT GC 5.4 SUBSTANTIAL PERFORMANCE OF THE WORK Page 16, After Clause 5.4.1 add the following:

“5.4.1.1 Fifteen days before the Contractor submits his application for Substantial Performance of the Work, all Operations and Maintenance Manual materials shall be submitted in accordance with the Contract Documents. The Certificate of Substantial Performance will not be issued until this requirement is met.”

GC 5.5 PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF THE WORK Page 16, after Clause 5.5.1.2, add the following:

“5.5.1.3 Submit a certificate by deed search to the Owner by a solicitor qualified to practice law in the Province of the Place of Work, certifying that no lien associated with the Work exists against the Owner’s property or Work;

5.5.1.4 Submit a clearance letter from the Workers’ Compensation Board;

and


5.5.1.5 All such documents shall be dated not earlier than the expiry of

the Lien Period.” Page 16, delete Clause 5.5.3 in its entirety. Page 16, after Clause 5.5.4, add the following:

“5.5.4.1 If, within sixty (60) days after the issue of the Certificate of Substantial Performance, the Contractor has not corrected all the documented deficiencies, the Owner shall retain sufficient monies, as determined by the Consultant, to cover the cost of completing said deficiencies. These monies shall be held in addition to holdback monies retained in accordance with the provisions of the Contract and subject to the terms of the Lien legislation in the Place of Work.” [Is this still true?] The new way of calculating the finishing holdback is 10 percent of the price of remaining services or materials to be supplied.

GC 5.7 FINAL PAYMENT Page 17, after Clause 5.7.1, add the following:

“5.7.1.1 Contractor’s application for final payment will only be considered when the following have been performed:

.1 Work has been completed and inspected for compliance with the Contract Documents, and the Consultant has agreed that all the requirements of the Contract have been fulfilled by the Contractor.

.2 Defects have been corrected and deficiencies have been completed.

.3 Equipment and systems have been tested, adjusted and balanced and are fully operational, and written reports as outlined in the Contract Documents have been provided to the Consultant.

.4 Certificates required by utility companies, manufacturer’s and inspectors have been submitted.

.5 Spare parts, maintenance materials, record drawings, warranties and bonds have been provided.

5.7.1.2 If, in the opinion of the Consultant, the above requirements are

not complete, then the Consultant will not accept the application, and request resubmission.

Page 17, Clause 5.7.4, in line 2, change “5 calendar days” to “20 calendar days”. PART 6 – CHANGES IN THE WORK GC 6.2 – CHANGE ORDER

Page 17, delete first sentence of clause 6.2.2 and replace with the following:

"When the Owner and Contractor agree to the adjustments in the Contract Price and Contract Time or to the method to be used to determine the adjustments, such agreement shall be effective immediately and shall be recorded in a Change Order."


Page 18, add new clause 6.2.4 as follows:

"6.2.3 If the method of adjustment of the Contract Price presented by the Contractor is a lump sum or a unit price quotation as indicated in 6.2.2.2, the mark-up on changes shall be as follows:

.1 Work performed by Contractor's own forces: cost plus ten

percent (10%) overhead plus ten percent (10%) fee. .2 Work performed by Subcontractor's forces: cost plus ten

percent (10%) overhead plus five percent (5%) fee.

GC 6.3 CHANGE DIRECTIVE Page 19, Clause 6.3.12, add the following sentence at end of paragraph: “If the Consultant determination is not accepted by either party, then the

matter shall be settled in accordance with the requirements of PART 8 DISPUTE RESOLUTION.”

GC 6.5 DELAYS Page 20, after Clause 6.5.5, add the following new Clauses:

“6.5.6 Time shall be construed as being the essence of the Contract.

6.5.7 Should the Contractor fail to obtain Substantial Performance of the Work by the date indicated in Article A-1, Clause 1.3 in the AGREEMENT BETWEEN OWNER AND CONTRACTOR, the period of time from this agreed date to the actual Date on the Certificate of Substantial Performance of the Work as determined by the Consultant, shall be termed the Period of Delay.

6.5.8 In the event of there being a Period of Delay, the Contractor

shall be liable for and shall pay to the Owner the cost of continuance of supervision during the Period of Delay, and all additional fees, disbursements and costs incurred by the Owner by reason of there being such Period of Delay for each and every day that the work or works remain unfinished after the time so specified. The Owner may deduct the amount of such delay charges from each progress payment following the event until the project reaches Substantial Performance as certified by the Consultant.”

GC 6.6 CLAIMS FOR A CHANGE IN CONTRACT PRICE Page 20, delete Clause 6.6.5 in its entirety and add the following:

“6.6.5 The Consultant’s findings, with respect to a claim made by either party, will be given by Notice in Writing to both parties within reasonable time after receipt of the claim information noted in Clause 6.6.3.”

Page 20, add the following new Clause 6.6.7:

“6.6.7 The Owner may make claims arising out of the costs incurred for additional services provided by the Consultant resulting from the Contractor’s failure to reasonably perform the Work in accordance with the terms and conditions of the Contract, including the


Contractor’s issuance of unnecessary Requests for Information (RFI’s). The Consultant will notify the Owner and Contractor where it has been determined that additional services will be required or have been provided in order not to cause a delay. The Owner shall make claims based on the Consultant’s invoices.”

PART 9 - PROTECTION OF PERSONS AND PROPERTY GC 9.2 TOXIC AND HAZARDOUS SUBSTANCES Page 24, Clause 9.2.7.4, after “Contractor”, add “Consultant” GC 9.5 MOULD Page 25, Clause 9.5.2.4, after “Owner”, add “and Consultant” Page 25, Clause 9.5.3.4, after “Contractor”, add “and Consultant” PART 10 - GOVERNING REGULATIONS GC 10.1 TAXES AND DUTIES Page 25, Clause 10.1.2, add the following at the end of paragraph: “and in accordance with the Contract Documents” Page 25, after Clause 10.1.2, add new Clause 10.1.3 as follows:

“10.1.3 The Contractor shall indicate on each application for payment as a separate amount, the appropriate Harmonized Sales Tax the Owner is legally obliged to pay. This amount will be paid to the Contractor in addition to the amount certified for payment under the Contract.”

PART 11 – INSURANCE AND CONTRACT SECURITY GC 11.2 CONTRACT SECURITY Page 27, delete GC 11.2.1 in its entirety and replace with the following:

“11.2.1 The Contractor shall, prior to commencement of the Work, provide to the Owner a Performance Bond and a Labour and Materials Bond, each in the amount of 50% of the Total Amount Payable or an Irrevocable Letter of Credit in the amount of 20% of the Total Amount Payable. The Irrevocable Letter of Credit shall be issued by a certified financial institution and must be valid until the expiration of the warranty period. Include the cost of providing the Irrevocable Letter of Credit in Contract Price. Should it become apparent that the final cost of the project will exceed the Total Amount Payable by more than 10%, the Contractor shall arrange to have his bonds reissued, based on the projected final cost.”

Page 28, add new clause GC 11.2.3 as follows:

“11.2.3 The Contract Security will be retained until the expiration of the Warranty Period.”


END

PART 12 - INDEMNIFICATION, WAIVER OF CLAIMS AND WARRANTY GC 12.1 INDEMNIFICATION Page 28, Clause 12.1.1, in line 2, after “hold harmless the other” replace with “hold harmless the other and the Consultant. GC 12.3 WARRANTY Page 30, Clause 12.3.1 and replace with the following:

“12.3.1 The warranty period under the Contract is one (1) year from the date of Substantial Completion.”

Page 30, Clause 12.3.4, add the following to end of paragraph:

“All work of repair or replacement carried out during the Warranty Period shall be maintained for a period of one (1) year from the date of the Consultant’s acceptance of the work of repair or replacement notwithstanding that the Warranty Period expires before the expiration of the said year. This clause shall not apply to normal operation maintenance, which shall be carried out by the Owner.”

Town of Yarmouth GENERAL INSTRUCTIONS Section 01 10 00 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 GENERAL .1 The work to be done and list of Contract Drawings DESCRIPTION is set forth in Section 00 21 00 - Description of

Work and List of Drawings.

.2 Division of the Work among Subcontractors and Suppliers is solely the Contractor's responsibility and the Consultant assumes no responsibility to act as an arbitrator to establish subcontract limits between Sections or Divisions of work.

1.2 USER AND OWNER` .1 Users and Owner will occupy premises during OCCUPANCY entire construction period for execution of

normal operation.

.2 Cooperate with Consultant in scheduling operations to minimize conflict and to facilitate users and Owner's continued use of premises during construction. Refer to Section 01 14 00 - Work Scheduling and Operating Restrictions.

1.3 INTENT OF .1 Execute all work that may be called for in the DRAWINGS AND specifications and not shown on the drawings, or SPECIFICATIONS shown on the drawings and not called for in the

specifications, as if described in both. Should any work or material be required which is not denoted in the specifications or drawings, either directly or indirectly, but is nevertheless necessary for the proper carrying out of the intent thereof, perform such work and furnish all such materials as fully as if they were particularly delineated or described.

.2 If in the course of the work, any discrepancy is found between the drawings and the physical conditions, notify the Consultant. Any work done after such discovery, until authorized, will be done at the Contractor's risk and expense.

1.4 DRAWINGS .1 The whole of the work shall agree in all particulars with the levels, measurements and details contained in the Drawings accompanying this Specification, and with such other drawings


or information as may from time to time be supplied by the Consultant, or may be supplied by the Contractor and reviewed by the Consultant.

1.5 ON-SITE .1 Maintain at job site, one (1) copy each of the DOCUMENTS following:

.1 Contract drawings.

.2 Specifications.

.3 Addenda.

.4 Reviewed shop drawings.

.5 Change orders.

.6 Other modifications to Contract.

.7 Field test reports.

.8 Copy of approved work schedule.

.9 Manufacturers' installation and application instructions.

.10 Health and Safety Plan and other related documents.

.11 Standards listed in Part 1 of Specification Sections under Reference Standards.

1.6 DATUM .1 All levels shown on the Drawings are referred to Chart Datum. Benchmark(s) indicated on drawings. "Chart Datum" is by international agreement a plane by which the tide will seldom fall. The Canadian Hydrographic Service should be consulted for tidal predictions, the rise, fall, and range of tides, and other tidal information relating to the work. Establish and maintain bench marks of a semi-permanent nature for the duration of the Contract.

1.7 SETTING OUT .1 Set out the work. Before the work of the Contract THE WORK starts, the Consultant will once only provide the

data for sufficient reference points to identify the Site on the ground. Contractor shall have reference points established on-site by a licensed surveyor at own cost. Contractor shall maintain these, and/or re-establish points as required during the Contract period.

.2 Assume full responsibility for and execute complete layout of work to locations, lines and elevations indicated.

.3 Provide devices needed to lay out and construct work.


.4 Supply such devices as straight edges and templates required to facilitate Consultant's inspection of work.

.5 Supply stakes and other survey markers required for laying out work.

1.8 ORIGINAL GROUND .1 Before commencing any work, agree to all levels ELEVATIONS of the existing ground surface with the

Consultant.

1.9 PROGRAM OF WORKS .1 Within two (2) weeks after Award submit to the AND WORK SCHEDULES Consultant for review and approval, a program and

construction schedule showing the order of procedure, significant Contract dates, and method in which the Contractor proposes to carry out and complete the Works within time period required by Contract Documents.

.2 Provide information regarding the implementation of the Works and of the Construction Equipment, temporary works, labour and construction crews which the Contractor intends to supply, use or construct as the case may be.

.3 This work schedule must take into consideration and respect the work phasing, special conditions and operational restrictions set out.

.4 Construction Schedule to be standard "bar" type, showing commencement, duration and completion of activities of all trades and suppliers involved.

.5 Construction Schedule is subject to review by Consultant and must be revised and resubmitted as directed.

.6 Update schedules periodically and submit updated Construction Schedule in duplicate with each request for payment. Where work has fallen behind the original schedule times, indicate methods proposed to correct such loss of time, to maintain the stated Completion Time.

.7 See Section 01 14 00 - Work Scheduling and Operating Restrictions for scheduling specific requirements.

1.10 COST BREAKDOWN .1 Before submitting first progress claim, submit


detailed breakdown of any lump sum price as directed by Consultant. After approval by Consultant, cost breakdown will be used as the basis for progress payments.

1.11 PHOTOGRAPHS .1 Two (2) weeks prior to the commencement of the work, the Consultant may arrange for photographs to be taken of the Site of the Works and those properties adjacent to the Site of the Works. Be present or have an authorized representative present during the taking of photographs to make any comments on the conditions of the Site. These photographs, together with a written report on the condition of existing roads, trees, etc., as determined by mutual agreement between the Contractor and Consultant, will be retained by the Consultant as a record of Site conditions prior to commencement of work.

1.12 ASSISTANCE TO .1 During the continuance of the Contract, provide THE OWNER'S necessary labour and tools to assist the REPRESENTATIVE Consultant in measuring, checking, testing and

examining the work, the cost of all such being deemed to be covered by and included in the Contract Price.

1.13 PROJECT .1 Project meetings will be scheduled and MEETINGS administered every two (2) weeks throughout the

progress of Work. Additional meetings may be held at the Consultant’s discretion based on progress of work.

.2 Consultant will prepare agenda for meetings.

.3 Consultant will distribute written notice of each meeting four (4) days in advance of meeting date.

.4 Make arrangements to have General Contractor's project manager and site supervisor along with required representative for each associated sub-contractor attend the meeting.

.5 Consultant shall record minutes and distribute copies to all affected parties.

1.14 REFERENCES .1 Perform work in accordance with the National AND CODES Building Code of Canada (NBC) 2015, National Fire


Code of Canada (NFC) 2015, National Plumbing Code of Canada (NPC) 2015 and/or any other code of provincial or local application provided that in any case of conflict or discrepancy, the more stringent requirements will govern.

.2 Reference has been made to certain Domestic, National and International Standard Specifications throughout the various sections of the Specification contained herein. These Standard Specifications will be considered an integral part hereof and shall be read in conjunction with the Drawings and Specifications as if they were reproduced herein. Be completely familiar with their contents and requirements.

.3 The latest editions of these Standard Specifications at the time of tendering always govern.

.4 Include all code amendments up to tender closing date.

.5 Meet or exceed requirements of: .1 Contract documents. .2 Specified standards, codes and referenced documents.

1.15 ACCOMMODATION .1 Make adequate provision, at own expense, for OF PROPERTY USERS accommodation and protection of traffic and AND OWNER pedestrians and the owners and occupiers of

adjacent premises in the form of bridgeways, guards and fences. Should traffic require a diversion over any path which is not a travelled vehicular public way, protect same from damage, and repair damage at no additional cost to the Contract.

1.16 NOISE AND .1 Operate construction equipment such that there is VIBRATION a minimum amount of noise and vibration. Should

excessive noise and vibration be caused, at own expense, rectify the same to the approval of the Consultant.

1.17 LIGHTING .1 Protect persons from injury and avoid property AND BARRICADES damage by providing barricades, construction

signs, torches, flashers, and guards as required during the progress of the construction work.


Enclose material piles, equipment, or construction equipment which may serve as obstructions by fences or barricades and protect with proper lights when the visibility is poor.

1.18 TRAFFIC .1 Provide traffic control plan as requested in DIRECTION AND accordance with Temporary Workplace Traffic CONTROL Control Manual issued by the Nova Scotia

Department of Transportation and Infrastructure Renewal.

.2 Meet with the local Police, Fire, transit authority and other authorities having jurisdiction prior to the start of construction to arrange for all necessary temporary diversions of traffic and access to the construction area for emergency vehicles.

1.19 MAINTENANCE .1 During the Contract Period, maintain access to OF SITE ACCESS the site by the Works as required. Such access

will be by means of existing paved roads, existing gravel or unmade roads, or other existing tracks wherever these are public rights-of-way and private rights-of-way. In the absence of suitable or convenient existing public access, arrange for the use of private rights-of-way or other means of access in accordance with the Contract wherever required.

.2 Maintain access to and within the Site of the Works to permit the execution of the work of the Contract for own work and for other persons and traffic properly entitles to such access.

.3 Wherever access over a public right-of-way must necessarily be denied because of the work of the Contract, obtain, provide and maintain suitable detours and provide sign-posts; all with the approval and to the requirements of the authorities having jurisdiction therein.

1.20 DAMAGE AND .1 Bear costs of repairing damage to the Site, INJURY property of other and injuries of persons

resulting from the Work.

.2 Immediately inform the Consultant of damage or injury to persons, property, services or materials.


.3 Relocate, under the direction of a qualified provincial land surveyor, survey markers, monuments, and pins moved during the construction of the works.

1.21 UTILITIES .1 Do not operate valves, electrical, telephone or other controls on existing utility systems. Should it become necessary to operate such a control or make connection or disconnection to such a system, do so only under the direct instruction of a representative of the utility concerned and carry out such work in accordance with the specific instructions of said representative. When the construction work passes under and/or in close proximity to underground utility cables or utility poles, include in the contract price any costs for having a representative of the utility company present during the Work.

.2 Refer to specific restrictions identified in Section 01 14 00 - Work Scheduling and Operating Restrictions.

.3 When instructed by the Consultant, provide a letter from the owners of utilities, stating that all services damaged during construction of the Works have been repaired.

1.22 WEATHER .1 Do not perform work when the weather is CONDITIONS unsuitable. Do not place concrete, or paint

during freezing weather or upon frozen material unless approved in writing by the Consultant. When work is performed during freezing weather, provide necessary means for heating and all materials required in the work shall be heated. If there is delay or interruption in the work due to weather conditions, take the necessary precautions to bond new work to old.

1.23 FIRST AID .1 During the progress of the Works, provide and maintain at all times and in easily accessible positions on the Works adequate first aid kits equal to those required by the Worker's Compensation Act for the free use as necessary of all persons on the Site.

Town of Yarmouth GENERAL INSTRUCTIONS Section 01 10 00 Yarmouth Ferry Terminal Page 8 Work Package 1 190221 – SP100 January 2020 PART 2 - PRODUCTS

2.1 NOT USED

Not applicable.

PART 3 - EXECUTION

3.1 NOT USED

Not applicable.

END OF SECTION

Town of Yarmouth WORK SCHEDULING AND Section 01 14 00 Yarmouth Ferry Terminal OPERATING RESTRICTIONS Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 GENERAL .1 This section shall define allowable disruptions to existing operations and shall provide additional description of operations that may assist the Contractor in preparing their program of work. This section does not purport to identify all potential disruptions and interface areas, but rather to assist the Contractor to identify important restrictions that may not be readily identifiable.

.2 The Contractor shall be fully aware that Canadian Border Security Agency (CBSA) operates year round at the Facility and can accommodate little or no disruption. It is recognized that in some instances, there are no alternatives other than to disrupt particular aspects of the operation.

.3 The Contractor shall be fully aware that Bay Ferries Limited (BFL) will recommence operations at the Facility on May 1, 2020. During operations, all work must be scheduled/approved by BFL, and must not interfere with loading/off loading the ferry. During operations, Work can typically take place during the hours of 9:30 am and 6:00 pm (i.e. after the ferry departs in the morning and one (1) hour before the ferry arrives in the evening).

.4 In general the Owner's personnel will be onsite during the hours of 8:00 AM and 4:00 PM. Work carried out within areas of existing operations and secure areas should generally be limited, where practical, to these hours.

.5 All site activities affecting the existing terminal facility shall be coordinated with and approved by the Consultant. Provide forty-eight (48) hours prior written notice of any work which may interrupt or interfere with the operation of the existing facility.

.6 Coordinate work with the Consultant.

Town of Yarmouth WORK SCHEDULING AND Section 01 14 00 Yarmouth Ferry Terminal OPERATING RESTRICTIONS Page 2 Work Package 1 190221 – SP100 January 2020 1.2 OTHER .1 Other contractors may be on-site working on other CONTRACTORS work. Inform the Consultant if it is ON-SITE suspected that the work of others may impede the

Work of this Contract and the Consultant will attempt to mitigate such conflicts. No extras will be granted for delays in the Work caused by the work other contractors until the Consultant has been given the chance to mitigate such conflicts.

1.3 SECURITY .1 All Personnel (Contractor and sub-contractors) entering the main terminal building, secondary building or PIL-Booths must have a security escort. Provide Consultant with a minimum 48 hours’ notice prior entering buildings, to arrange for security escort. Owner will pay for costs associated with security escort. No security escort is required for demolition or Work on exterior of buildings.

.2 Personnel will be checked in daily by Bay Ferries

Limited (BFL) at start of work shift and provided with pass which must be worn at all times. Pass must be returned at end of work shift and personnel checked out.

.3 The Contractor, Contractor’s employees, and

Subcontractors are responsible for complying with all Bay Ferries Limited and Canadian Border Services Agency Regulations, Security Measures and Local Traffic Directives and other acts, regulations and measures that apply at the Yarmouth Ferry Terminal.

PART 2 – PRODUCTS

2.1 NOT USED.

PART 3 – EXECUTION

3.1 NOT USED.

END OF SECTION

Town of Yarmouth PAYMENT PROCEDURES: Section 01 29 83 Yarmouth Ferry Terminal TESTING LABORATORY Page 1 Work Package 1 SERVICES 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 SECTION INCLUDES .1 Inspecting and testing by inspecting firms or testing laboratories designed by Consultant.

1.2 RELATED .1 Particular requirements for inspection and REQUIREMENTS testing to be carried out by testing laboratory

designated by Consultant are specified under various sections.

.2 Quality Control is specified under Section 01 45 00.

1.3 APPOINTMENT AND .1 Consultant will appoint and the Owner will pay PAYMENT for services of testing laboratory except the

following: .1 Inspection and testing required by laws,

ordinances, rules, regulations or orders of public authorities.

.2 Inspection and testing performed exclusively for Contractor's convenience.

.3 Testing, adjustment and balancing of conveying systems, mechanical and electrical equipment and systems.

.4 Mill tests and certificates of compliance.

.5 Tests specified to be carried out by Contractor.

.6 Additional tests specified in the following paragraph.

.2 Where tests or inspections by designated testing laboratory reveal Work not in accordance with contract requirements, pay costs for additional tests or inspections as required by Consultant to verify acceptability of corrected work.

1.4 CONTRACTOR'S .1 Provide labour, equipment and facilities RESPONSIBILITIES to:

.1 Provide access to Work for inspecting and testing.

.2 Facilitate inspections and tests. Make good Work disturbed by inspection and testing.

.3 Provide storage on site for laboratory's use to store equipment and cure test samples.

Town of Yarmouth PAYMENT PROCEDURES: Section 01 29 83 Yarmouth Ferry Terminal TESTING LABORATORY Page 2 Work Package 1 SERVICES 190221 – SP100 January 2020

.2 Notify Consultant sufficiently in advance of operations to allow for assignment of laboratory personnel and scheduling of test.

.3 Where materials are specified to be tested, deliver representative samples in required quantity to testing laboratory.

.4 Pay costs for uncovering and making good Work that is covered before required inspection or testing is completed and approved by Consultant.

END OF SECTION

Town of Yarmouth CONSTRUCTION PROGRESS Section 01 32 17 Yarmouth Ferry Terminal DOCUMENTATION Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 DEFINITIONS .1 Substantial Completion – (Substantial Performance of the Work) is as definedF in the lien legislation applicable to the Place of Work. Substantial Completion shall have been reached when the Work is ready for use or is being used for the purpose intended and is so certified by the Consultant.

.2 Baseline - a minimum or starting point used for comparisons. This can be set in scheduling software so future updates can be measured by the initial approved baseline.

.3 Critical Path - a sequence of networked work activities in the path with the least amount of slack. In practical terms, this path is the sequence of events that if any are delayed, will delay the entire project.

1.2 SECTION INCLUDES .1 Schedule, form, content.

.2 Critical Path.

.3 Submittals schedule.

1.3 SCHEDULE .1 Submit schedule to include the following: .1 Construction Progress Schedule.

.1 The construction schedule shall show the complete work sequence by activity and location and the dates for the beginning and completion of major task items. At a minimum, the following items shall be shown separately: .1 Mobilization / Demobilization .2 Permitting timelines .3 Subcontract work (show

resources) .4 Materials/supplies delivery

dates .5 Cure times (if applicable) .6 Testing .7 Milestones .8 Shop Drawings, Product Data .9 Samples and submittals affecting

the schedule.

Town of Yarmouth CONSTRUCTION PROGRESS Section 01 32 17 Yarmouth Ferry Terminal DOCUMENTATION Page 2 Work Package 1 Contract No. 190221.00 October 25, 2019

.10 Shutdown, closure activities

.11 Substantial Completion

.12 Commissioning

.13 Non-working periods .2 The Consultant may require the contractor

to limit or increase the number of activities at any time throughout the project.

.3 Project Substantial Completion Date can only be extended by way of approved Change Order.

.2 Schedule format: .1 Prepare schedule in form of a horizontal

Gantt bar chart using Microsoft Project Scheduling software or an alternative acceptable to the Consultant.

.2 Provide a separate bar for each major item of work or operation.

.3 Show the Critical Path – this requires the Schedule to be linked to activities as required to have a working schedule.

.4 Include predecessors and successors.

.5 The Contractor shall use a minimum of three (3) level work breakdown structure, numbered sequentially to reflect the hierarchical structure.

.6 Once the initial schedule has been approved, the Contractor is to set this schedule as the Baseline.

.3 Schedule submission: .1 Submit initial format of schedules within

two (2) weeks after Award of Contract. .2 Submit schedule in pdf format and its

native format. .3 Submit schedules in electronic format. .4 Consultant will review schedule and provide

comment within two (2) working days of receipt.

.5 Submit revised schedule within two (2) working days.

.6 Within five (5) working days if any problems anticipate a schedule change of critical items, provide a new schedule.

.7 Provide updated schedules at each bi-weekly progress meeting.

.8 Provide updated schedule with each Progress Claim. Claims will not be certified without an updated schedule showing the progress of the work by percent complete. Progress claims will not be paid unless this


schedule is up-to-date and approved by the Consultant.

1.4 CRITICAL PATH .1 Include complete sequence of construction activities.

.2 Include dates for commencement and completion of each major element of construction.

.3 Indicate progress of each activity to date of submission schedule.

.4 Show changes occurring since previous submission of schedule: .1 Major changes in scope. .2 Activities modified since previous

submission. .3 Revised projections of progress and

completion. .4 Other identifiable changes. .5 Provide a narrative at bi-weekly meetings

to define areas of concern, update on critical path and any other pertinent information.

.6 Show problem areas, anticipated delays and impacts on schedule.

1.5 SUBMITTAL .1 Include a separate schedule for submission of SCHEDULE shop drawings, product data and samples.

.2 Indicate and jointly review with Consultant dates for submitting, review time, resubmission time and last date for meeting fabrication schedule.

.3 Submit initial format of schedule within two (2) weeks after Award of Contract.

.4 Excel spreadsheet schedules are acceptable as a submittal schedule to track required submission and review times.

.5 Submit schedule in pdf format and its native format as requested. This document should be kept up-to-date.

.6 Submit schedules in electronic format.

.7 Consultant will review the submittal schedule and provide comment within two (2) working days of receipt.


.8 Submit revised submittal schedule within five (5) working days.

END OF SECTION

Town of Yarmouth SUBMITTAL PROCEDURES Section 01 33 00 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 SECTION .1 Shop drawings and product data. INCLUDES

.2 Samples.

.3 Certificates and transcripts.

1.2 REFERENCES .1 Section 01 61 00 - Common Products Requirements.

1.3 ADMINISTRATIVE .1 Submit shop detail or working drawings and manufacturer's data for all items requiring fabrication, on or off the Site, and for all proprietary equipment to the Consultant for review before any such items or equipment are incorporated into the Works. This review of Shop Drawings by the Consultant is for the sole purpose of ascertaining conformance with the general design concept. This review does not mean that the Consultant approves the detailed design inherent in the Shop Drawings, responsibility for which shall remain with the Contractor submitting them, and such review does not relieve the Contractor of responsibility for errors or omissions in Shop Drawings or of responsibility for meeting all requirements of the Work and Contract Documents. The Contractor is responsible for dimensions to be confirmed and correlated at the job site, for information that pertains solely to fabrication processes or to techniques of construction and installation, and for co-ordination of the work of all subtrades.

.2 Submit to Consultant submittals listed for review. Submit with reasonable promptness and in orderly sequence so as to not cause delay in this Work or of the works of any Subcontractor. Failure to submit in ample time is not considered sufficient reason for an extension of Contract Time and no claim for extension by reason of such default will be allowed.

.3 Work affected by submittal must not proceed until review is complete.

.4 Present shop drawings, product data and samples


in SI Metric units.

.5 Where items or information is not produced in SI Metric units converted values are acceptable.

.6 Review submittals prior to submission to Consultant. This review represents that necessary requirements have been determined and verified, or will be, and that each submittal has been checked and co-ordinated with requirements of the Work and Contract Documents. Submittals not stamped, signed, dated and identified as to specific project will be returned without being examined and will be considered rejected.

.7 The Consultant will not review shop drawings and other material involving a large amount of work in those instances where it is evident that the Contractor has not used all the information contained in, or where such details are obviously not consistent with the Contract Documents.

.8 Verify field measurements and ensure affected adjacent Work is coordinated.

.9 Contractor's responsibility for errors and omissions in submission is not relieved by Consultant's review of submittals.

.10 Electronic submissions of shop drawings in PDF format are the preferred method of shop drawing submittal. In such instances where electronic submissions are not available, hard copies are to be delivered to the Consultant's place of work.

.11 Submit electronic copies of shop drawings Consultant for each requirement requested in specification Sections.

.12 The Consultant will mark comments on to an electronic copy for the Contractor's purposes.

.13 Keep one (1) reviewed copy of each submission on site.

.14 Submit electronic copies of product data sheets or brochures for requirements requested in specification Sections and as requested by Consultant where shop drawings will not be prepared due to standardized manufacture of product.


.15 Poor quality prints or copies of manufacturers' product data sheets will be rejected and not reviewed. Under no circumstances will faxed submissions be accepted.

.16 Delete information not applicable to project.

.17 Supplement standard information to provide details applicable to project.

1.4 DEVIATIONS FROM .1 Notify the Consultant, at time of CONTRACT DOCUMENTS submission, identifying deviations from

requirements of Contract Documents stating reasons for deviations.

.2 Contractor's responsibility for deviations in submission from requirements of Contract Documents is not relieved by Consultant's review.

1.5 PRODUCT .1 Obtain the Consultant's written SUBSTITUTION DURING consent for proposed product substitution prior SHOP DRAWINGS to the submission of shop drawings and product SUBMISSION data.

.2 Product substitution will not be accepted unless the procedures identified in Section 01 61 00 - Common Product Requirements, are followed.

1.6 SHOP DRAWINGS .1 The term "shop drawings" means drawings, AND PRODUCT DATA diagrams, illustrations, schedules, performance

charts, brochures and other data which are to be provided by the Contractor to illustrate details of a portion of Work.

.2 Indicate materials, methods of construction and attachment or anchorage, erection diagrams, connections, installation requirements, explanatory notes and other information necessary for completion of Work. Where articles or equipment attach or connect to other articles or equipment, indicate that such items have been coordinated, regardless of Section under which adjacent items will be supplied and installed. Indicate cross references to design drawings and specifications.

.3 Allow a minimum of seven (7) calendar days from the date of receipt by Consultant for


Consultant's review of each submission. For more detailed and complex submissions, a period of not less than twenty-one (21) calendar days from the date of receipt by Consultant should be allowed. Time allotment indicated does not take into account any resubmissions that may be necessary.

.4 Adjustments made on shop drawings by Consultant are not intended to change Contract Price. If adjustments affect value of Work, state such in writing to Consultant prior to proceeding with Work.

.5 Make changes in shop drawings as Consultant may require, consistent with Contract Documents, and resubmit corrected copies to the Consultant for review before installation. When resubmitting, notify Consultant in writing of any revisions other than those requested.

.6 Accompany submissions with transmittal letter, containing: .1 Date. .2 Project title and number. .3 Contractor's name and address. .4 Identification and quantity of each shop

drawing, product data and sample. .5 Other pertinent data.

.7 Submissions to include: .1 Date and revision dates. .2 Project title and number. .3 Name and address of:

.1 Subcontractor.

.2 Supplier.

.3 Manufacturer. .4 Contractor's stamp, signed by Contractor's

authorized representative certifying approval of submissions, verification of field measurements and compliance with Contract Documents.

.5 Details of appropriate portions of Work as applicable: .1 Fabrication. .2 Layout, showing dimensions, including

identified field dimensions, and clearances.

.3 Setting or erection details.

.4 Capacities.

.5 Weights of material and equipment.

.6 Performance characteristics.


.7 Standards.

.8 Operating weight.

.9 Relationship to adjacent work.

.6 After Consultant's review, distribute copies.

.7 If upon review by Consultant, no errors or omissions are discovered or if only minor corrections are made, copies will be returned and fabrication and installation of Work may proceed. If shop drawings are rejected, noted copy will be returned and resubmission of corrected shop drawings, through same procedure indicated above, must be performed before fabrication and installation of Work may proceed.

1.7 SAMPLES .1 Submit samples for review as requested in respective specification Sections. Label samples with origin and intended use.

.2 Deliver samples prepaid to Site.

.3 Notify Consultant in writing, at time of submission of deviations in samples from requirements of Contract Documents.

.4 Where colour, pattern or texture is criterion, submit full range of samples.

.5 Adjustments made on samples by the Consultant are not intended to change Contract Price. If adjustments affect value of Work, state such in writing to the Consultant prior to proceeding with Work.

.6 Make changes in samples which the Consultant may require, consistent with Contract Documents.

.7 Reviewed and accepted samples will become standard of workmanship and material against which installed Work will be verified.

PART 2 - PRODUCTS

2.1 NOT USED.

Town of Yarmouth SUBMITTAL PROCEDURES Section 01 33 00 Yarmouth Ferry Terminal Page 6 Work Package 1 190221 – SP100 January 2020 PART 3 - EXECUTION

3.1 NOT USED.

END OF SECTION

Town of Yarmouth HEALTH AND SAFETY Section 01 35 29 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 – GENERAL

1.1 INTRODUCTION .1 Put in place all measures necessary to ensure the health and safety of personnel who undertake work activities covered under the scope of the Project. The Contactor will adhere to the requirements contained in the Master Health and Safety Plan (MHASP) dated December 2019(Reference Appendix A).

1.2 REFERENCES .1 Occupational Health and Safety Act, S.N.S. 1996, including latest amendments, and all regulations pursuant of this Act.

.2 Yarmouth Ferry Terminal Upgrade Phase 1, Master Health and Safety Plan (See Appendix A)

.3 Canada Labour Code Part 2 and all applicable regulations pursuant of this Code.

1.3 SUBMITTALS .1 Make submittals in accordance with Section 01 33 00 - Submittal Procedures.

.2 Submit a site-specific Health and Safety Plan. The extent of the Plan will be in accordance with conditions set forth in the MHASP. The Plan must be submitted (15) fifteen days prior to commencement of site work. The Health and Safety Plan must include, but not be limited to: .1 Results of a preliminary site specific safety hazard assessment. .2 Methods to control or mitigate site hazards. .3 Personal protective equipment requirements. .4 Details of the Contractors Emergency Response/Preparedness Plan. .5 Provision for safe work procedures/ practices for tasks to be carried out under the scope of the Project.

.3 Submit a copy of Contractor's site health and safety inspection reports to the Consultant on a daily basis.

.4 Submit to the Consultant within 24 hours, copies of reports or directions issued by Provincial health and safety officers/inspectors.


.5 Submit within 24 hours copies of incident reports and investigations to the Consultant.

.6 The Consultant will review Contractor's site-specific Health and Safety Plan and provide comments to Contractor within five (5) days after receipt of plan. Revise plan as appropriate and resubmit plan to the Consultant within five (5) days after receipt of comments from the Consultant.

.7 The Consultant's review of Contractor's final Health and Safety plan should not be construed as approval and does not reduce the Contractor's overall responsibility for construction Health and Safety.

1.4 SAFETY .1 Identify and assess the hazards of the worksite. ASSESSMENT The assessment must be submitted with the site-

specific health and safety plan.

1.5 MEETINGS .1 Daily safety meetings are to be conducted to ensure all persons performing work on the project site are aware of the hazards present and are given an opportunity to voice concerns on matters of health and safety.

1.6 REGULATORY .1 All work will be carried out in accordance with REQUIREMENTS the legislation listed in Section 1.2 of this

specification.

1.7 FILING OF NOTICE .1 File notice of project with the Nova Scotia Department of Labour and Advanced Education and other notices with Provincial authorities prior to the commencement of the Work.

1.8 GENERAL .1 Develop a written site-specific Health and Safety REQUIREMENTS Plan based on hazard assessment prior to

beginning site Work and continue to implement, maintain, and enforce plan until final demobilization from site. The Health and Safety Plan must address project specifications.

.2 The Consultant may respond in writing, where deficiencies or concerns are noted and may request re-submission with correction of


deficiencies or concerns.

.3 Provide immediate notification to the Consultant in the event of any situation requiring medical aid for a worker, any event requiring notification of incident to the respective provincial Agency responsible for occupational health and safety, any event requiring outside emergency assistance.

1.9 RESPONSIBILITY .1 Be responsible for health and safety of persons on site, safety of property on site and for protection of persons adjacent to site and environment to extent that they may be affected by conduct of Work.

.2 Comply with and enforce compliance by employees with safety requirements of Contract Documents, applicable provincial and local statutes, regulations, and ordinances, and with site-specific Health and Safety Plan.

1.10 UNFORESEEN .1 When unforeseen or peculiar safety-related HAZARD factors, hazards, or conditions occur during

performance of the Work, assess the situation in accordance with applicable health and safety legislation and implement appropriate corrective measures to ensure no compromise to the health and safety of employees.

1.11 COMPETENT .1 Employ and designate a competent person who PERSON HEALTH AND will undertake the activities necessary to SAFETY ensure the health and safety of person(s)

performing work on the site, such as performing hazard assessments and holding daily safety meetings. This person may also perform other duties.

1.12 POSTING OF .1 Ensure applicable items, articles, notices and DOCUMENTS orders are posted in a conspicuous location on

site in accordance with the applicable provincial requirements.

Town of Yarmouth HEALTH AND SAFETY Section 01 35 29 Yarmouth Ferry Terminal Page 4 Work Package 1 190221 – SP100 January 2020 1.13 CORRECTION OF .1 Immediately address health and safety non- NON-COMPLIANCE compliance issues identified by authority having jurisdiction and/or by the Consultant.

.2 Provide the Consultant with a written report of action taken to correct non-compliance of health and safety issues identified within 24 hours of receipt of notice.

.3 The Consultant may issue a Stop Work Order if non-compliance of health and safety regulations is not corrected.

.4 The Consultant will have the right to immediately stop any work activity deemed to be immediately dangerous to life and/or health.

1.14 BLASTING .1 Blasting or other use of explosives is not permitted without prior receipt of written instruction by the Consultant.

1.15 WORK STOPPAGE .1 Give precedence to safety and health of public and site personnel and protection of environment over cost and schedule considerations for Work.

END OF SECTION

Town of Yarmouth ENVIRONMENTAL Section 01 35 43 Yarmouth Ferry Terminal PROTECTION Page 1 Work Package 1 190221 – SP100 January 2020

PART1 - GENERAL

1.1 RELATED WORK .1 Section 01 10 00 - General Instructions

.2 Section 01 51 00 – Temporary Utilities

.3 Section 01 74 21 – Construction/Demolition Waste Management and Disposal.

.4 Section 31 20 00 - Excavating, Trenching and Backfilling

1.2 COMPLIANCE .1 Canadian Environmental Protection Act, 1999 CEPA. REQUIREMENTS

.2 Fisheries Act, 1985 Section 34, 36.

.4 Migratory Bird Convention Act, 1994.

.5 Canadian Navigable Waters Act, 1985.

.6 Nova Scotia Crown Lands Act, Chapter 114 Revised Statutes, 1989.

.7 Town of Yarmouth, By-Law Number 22 “Noise By-law”.

1.3 FIRES .1 Fires and burning of rubbish on site is not permitted.

1.4 WASTE MANAGEMENT .1 Waste management and disposal to be carried out AND DISPOSAL in accordance with Section 01 74 21 –

Construction/Demolition Waste Management and Disposal.

.2 Collect, separate and recycle all waste materials in accordance with requirements of the local authorities having jurisdiction.

.3 Dispose of all materials in accordance with regulatory codes, regulations, acts and municipal by-laws.

.4 Do not dispose of waste or volatile materials, such as mineral spirits, oil or paint thinner into waterways, storm or sanitary sewers.

.5 Do not bury or burn rubbish and waste materials


on-site.

1.5 DRAINAGE AND .1 Provide all temporary drainage, dewatering and DEWATERING pumping as necessary to keep excavations and site

free from water. Refer to Section 31 20 00 – Excavating, Trenching and Backfilling for more details.

.2 Provide a project specific Environmental Protection Plan (EPP) for review and approval by the Consultant. Do not commence work on-site until this plan has been approved by the Consultant.

.3 Implement a Water Quality Monitoring Program as part of the Environmental Protection Plan to describe protective methods to be taken during excavation activities. The program will include, at a minimum, monitoring turbidity and total suspended solids (TSS).

.4 Do not pump water containing suspended materials or other harmful substances into waterways, sewer or drainage systems.

.5 Manage and treat water as specified in the project specific EPP.

.6 Control disposal or runoff of water containing suspended materials or other harmful substances in accordance with local authority requirements.

.7 Provide all drainage and dewatering at no additional cost to the Contract.

1.6 WORK IN AND .1 Do not work in or around watercourses or ADJACENT TO wetlands without first obtaining necessary WATERWAYS permits or approvals.

.2 Do not use watercourse beds or banks for borrow material.

.3 Do not dump excavated fill, waste material or debris into watercourse.

.5 Do not blast under watercourses or wetlands within 100m of spawning beds without obtaining necessary permits or approvals.

.6 Do not carry out refueling activities within 30 m


of a watercourse or wetland.

.7 Provide a buffer zone in combination with appropriate erosion and sedimentation control when working adjacent to watercourses and wetlands. Consult with regulatory agencies.

1.7 POLLUTION .1 Maintain temporary erosion and pollution control CONTROL features installed under this Contract.

.2 Control emissions from equipment and plant to emission requirements of authorities having jurisdiction.

.3 Prevent sandblasting and other extraneous materials from contaminating air beyond application area, by providing temporary enclosures.

.4 Cover or wet down dry materials and rubbish to prevent blowing dust and debris. Provide dust control for temporary roads.

.5 Keep paved surfaces clean. Control dust by application of water, or calcium chloride after obtaining permission from the Consultant.

.6 Provide dust control for Work site and access roads at all times.

1.8 CONCRETE .1 Provide on-site washout area in location WASHOUT AREA designated by Consultant.

.2 Wash concrete trucks, pumpers, and other concrete coated equipment in designated washout area only.

.3 Prevent concrete wash water from entering waterways, storm drains and groundwater.

.4 When temporary concrete washout facilities are no longer required for the Work, the hardened concrete, slurries and liquids are to be removed and disposed of in accordance with applicable regulations.

1.9 FUEL SPILL .1 Take precautions to avoid contamination of the CONTAINMENT site from fuel. Keep and maintain hydrocarbon

containment and clean up materials on site for the duration of construction activities. Confirm


Contractor’s personnel are trained in the proper use of such materials.

1.10 SPILL RESPONSE .1 The Contractor will be liable for all adverse incidents, spills or emergencies arising during all phases of the proposed activity. Clean up all leaks and spills of potential contaminants generated at the site immediately upon detection. Upon discovery of a leak or spill, take immediate action to effect the containment/cleanup of spills/leaks of oil, chemicals, lubricants and fuels in accordance with an established Emergency Response Plan. Notify Nova Scotia Environment in accordance with regulatory requirements along with other regulatory agencies having jurisdiction as appropriate. Any water contaminated from the accidental release of oil, fuels, lubricants or other hazardous substances shall be remediated on-site or collected and sent off-site to an appropriate waste management facility with the equipment, trained personnel and insurance to manage such wastes.

.2 As soon as possible and in no event later than one (1) day following an incident, emergency or spill, the Contractor must report all environmental emergencies/spills to the Consultant stating: .1 Nature of the incident; .2 Cause of the emergency; .3 Effects of the emergency, including casualties, description and cost of damage; .4 Corrective measures taken to alleviate the situation; .5 An estimate as to when the situation will be (or a statement of when it was) completely resolved; .6 Steps to be taken to reduce the probability or completely prevent a recurrence.

.3 Develop and implement a site specific Emergency Response Plan (ERP), as part of the Environmental Protection Plan. The site specific ERP must be submitted to and approved by the Consultant prior to Contractor mobilizing to the site.

.4 Conduct the reaction to all spills in accordance with the approved site specific ERP, developed by the Contractor and maintained at the project site in a readily accessible designated area for the


duration of the project.

.5 Maintain a Spill Response Kit on-site with a stock of absorbents and related supplies to respond to any emergencies and/or incidents, and contain and/or clean up any spilled fuel, lubricants and chemicals in accordance with the ERP. Train all personnel involved in the proposed activity in the operation of the Spill Response Kit.

1.11 ENVIRONMENTAL .1 Prior to commencing construction activities PROTECTION PLAN (EPP) or delivery of materials to site, submit EPP for

review and approval by the Consultant. The EPP must present a comprehensive overview of known or potential environmental issues which must be addressed during construction activities.

.2 Address topics at level of detail commensurate with environmental issue and required construction tasks.

.3 EPP to include at a minimum the following: .1 Name(s) of person(s) responsible for

ensuring adherence to EPP. .2 Work area plan showing proposed activity in

each portion of area and identifying areas of limited use or non-use. Plan to include measures for marking limits of use areas including methods for protection of features to be preserved within authorized Work areas.

.3 Hours of construction following Federal, Provincial and Municipal Noise By-laws and regulations.

.4 Spill Control Plan: including procedures, instruction, and reports to be used in event of unforeseen spill of regulated substance.

.5 Hazardous Materials Management Plan: identifying hazardous materials for removal and disposal, as well as handling, storage and transportation procedures to ensure protection of workers and the public.

.6 Non-Hazardous Solid Waste Disposal Plan identifying methods and locations for solid waste disposal including clearing debris.

.7 Air Pollution Control Plan: detailing provisions to assure that dust, debris,


materials and trash do not become airborne and travel off project site.

.8 Contaminant Prevention Plan: that identifies potentially hazardous substances to be used on job site; identifies intended actions to prevent introduction of such materials into air, water, or ground; and details provisions for compliance with Federal, Provincial and Municipal laws and regulations for storage and handling of these materials.

.9 Waste Water Management Plan: that identifies methods and procedures for management and/or discharge of waste waters which are directly derived from construction activities, such as clean-up water, disinfection water, and water used in flushing of lines.

.10 Erosion and Sediment Control Plan identifying areas of work, excavation or stockpile, means of stabilizing erodible materials, and sediment control features.

.11 Provisions to reduce human-wildlife encounters and notification protocols.

1.12 PERMITS AND .1 Obtain copies of any permits or approvals APPROVALS issued by approval agencies. Review and comply

with all conditions contained in permit or approval.

.2 Where permits or approvals are required and not obtained at time of bidding, obtain permits or approvals.

.3 Obtain and pay for, subject to the provisions of the Agreement, any and all required permits.

.4 Make all staff and subcontractors aware of all terms and conditions of any permit/approval issues and adhere to such conditions.

.5 Construction activities must be conducted in accordance with the Migratory Bird Convention Act, 1994. If breeding or nesting birds are encountered during construction, the Owner and the Consultant must be notified immediately.

END OF SECTION

Town of Yarmouth PROCEDURES FOR Section 01 35 73 Yarmouth Ferry Terminal DECONSTRUCTION OF Page 1 Work Package 1 STRUCTURES 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 SITE .1 Existing Conditions: CONDITIONS .1 Refer to Hazardous Building Materials

Surveys in Appendix B for locations of material containing asbestos, lead, mercury and other hazardous materials.

1.2 DEMOLITION .1 Provide the Consultant, for review WORK PLAN and approval before the commencement of Work, a

Demolition Work Plan that includes, references or incorporates the following: .1 Delineation of Work areas .2 Abatement and demolition sequencing and

scheduling. .3 Abatement procedures .4 Demolition procedures .5 Security Plan .6 Site Control Plan including fencing

details, access and egress points, laydown areas and staging areas.

.7 Traffic Control Plan

.8 Waste Management Plan

.9 Deconstruction Drawings as specified herein

.10 Any other details as requested by the Consultant.

1.3 DECONSTRUCTION .1 Submit Deconstruction Drawings and procedures in DRAWINGS accordance with Section 01 33 00 - Submittal

Procedures.

.2 Submit Deconstruction Drawings, including diagrams and details showing the sequence of deconstruction Work as well as the temporary support of structures.

.3 Provide Deconstruction Drawings for the temporary support of structures and engineered lifts stamped and signed by a professional engineer registered or licensed to practice in the Province of Nova Scotia.

1.4 ENVIRONMENTAL .1 Conduct Work in accordance with Section 01 35 43 PROTECTION - Environmental Protection.


.2 Deconstruction work must not adversely affect adjacent watercourses, groundwater and wildlife, or contribute to excess air and noise pollution.

.3 Protect trees, plants and foliage on site and on adjacent properties.

.4 Use natural lighting to do Work where possible. .1 Shut off lighting except those required for

security purposes at end of each day.

.5 Organize site and workers in manner which promotes efficient flow of materials through disassembly, processing, stockpiling, and removal.

PART 2 - PRODUCTS

2.1 NOT Applicable

PART 3- EXECUTION

3.1 SITE .1 Employ necessary means to assess site conditions VERIFICATION OF and structures to determine quantity and CONDITIONS locations of hazardous materials.

.2 Investigate site and structures to determine dismantling, processing and storage logistics required prior to commencement of Work.

.3 Develop strategy for deconstruction to facilitate optimum salvage of reusable and recyclable materials.

3.2 PREPARATION .1 Obtain all necessary permits and approvals at no additional cost to the Contract. .1 Provide copies to the Consultant prior to

commencement of Work on site.

3.3 REMOVAL FROM .1 Transport material designated for alternate SITE disposal using approved haulers, facilities and

receiving organizations.

.2 Dispose of materials not designated for alternate disposal in accordance with applicable regulations.


.3 Conduct demolition by mechanical methods only. No blasting will be permitted.

END OF SECTION

Town of Yarmouth QUALITY CONTROL Section 01 45 00 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 – GENERAL

1.1 RELATED .1 Section 01 77 00 – Closeout Procedures. SECTIONS

.2 Section 01 78 00 - Closeout Submittals.

1.2 QUALITY OF WORK .1 Ensure Quality of Work is of highest standard, executed by workers experienced and skilled in respective duties for which they are employed. Immediately notify the Consultant if required Work is such as to make it impractical to produce required results.

.2 The Contractor is completely responsible for quality control associated with performance of the Work.

1.3 INSPECTION .1 Allow the Consultant access to Work. If part of Work is in preparation at locations other than Place of Work, allow access to such Work whenever it is in progress.

.2 Give timely notice requesting inspection if Work is designated for special tests, inspections or approvals by the Consultant instructions, or law of Place of Work.

.3 If Work is covered or is permitted to be covered before that has been designated for special tests, inspections or approvals are made, uncover such Work, have inspections or tests satisfactorily completed and make good such Work at no additional cost to the Contract.

.4 The Consultant may order any part of Work to be examined if Work is suspected to be not in accordance with Contract Documents. If, upon examination such work is found not in accordance with Contract Documents, correct such Work and pay cost of examination and correction.

1.4 INDEPENDENT .1 Independent Inspection/Testing Agencies will be INSPECTION AGENCIES engaged by the Consultant for purpose of

inspecting and/or testing portions of Work. Cost of such services will be borne by the Owner.


.2 Provide equipment required for executing inspection and testing by appointed agencies.

.3 Employment of inspection/testing agencies does not relax Contractor's responsibility to perform Work in accordance with Contract Documents.

.4 If defects are revealed during inspection and/or testing, appointed agency will request additional inspection and/or testing to ascertain full degree of defect. Correct defect and irregularities as advised by the Consultant at no cost to the Contract. Pay costs for retesting and re-inspection.

1.5 ACCESS TO WORK .1 Allow inspection/testing agencies access to Work, off site manufacturing and fabrication plants.

.2 Co-operate to provide reasonable facilities for such access.

1.6 PROCEDURES .1 Notify appropriate agency and the Consultant in advance of requirement for tests, in order that attendance arrangements can be made.

.2 Submit samples and/or materials required for testing, as specifically requested in specifications. Submit with reasonable promptness and in an orderly sequence so as not to cause delay in Work.

.3 Provide labour and facilities to obtain and handle samples and materials on site. Provide sufficient space to store and cure test samples.

1.7 REJECTED WORK .1 Remove defective Work, whether result of poor workmanship, use of defective products or damage and whether incorporated in Work or not, which has been rejected by the Consultant as failing to conform to Contract Documents. Replace or re-execute in accordance with Contract Documents.

.2 Make good other work damaged by such removals or replacements promptly.

.3 If in opinion of the Consultant it is not expedient to correct defective Work or Work not performed in accordance with Contract Documents, Owner may deduct from Contract Price difference


in value between Work performed and that called for by Contract Documents, amount of which will be determined by the Consultant.

1.8 REPORTS .1 Submit one (1) electronic copy of inspection and test reports to the Consultant within forty-eight (48) hours of testing, unless otherwise directed.

.2 Provide copies to subcontractor of work being inspected or tested.

END OF SECTION

Town of Yarmouth TEMPORARY UTILITIES Section 01 51 00 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP001 January 2020

PART 1 - GENERAL

1.1 RELATED .1 Section 01 35 43 - Environmental Protection SECTIONS

1.2 INSTALLATION .1 Provide temporary utility controls in order to AND REMOVAL execute work expeditiously.

.1 Remove from site all such work after use.

1.3 WATER SUPPLY .1 Contractor is responsible for the supply of any potable water needed for the project.

.2 Arrange for connection with appropriate utility company and pay all costs for installation, maintenance and removal.

.3 Pay for utility charges at prevailing rates.

1.4 TEMPORARY .1 Provide temporary heating and ventilation HEATING AND required during construction period, including VENTILATION installation, operation, maintenance, fuel and

removal of equipment.

.2 Provide temporary heating to protect all equipment.

.3 Construction heaters used inside buildings or enclosures must be vented to outside or be non-flameless type. Solid fuel salamanders are not permitted.

.4 Provide temporary heat and ventilation in enclosed areas as required to: .1 Facilitate progress of Work. .2 Protect Work and products against dampness

and cold. .3 Prevent moisture condensation on surfaces. .4 Provide ambient temperatures and humidity

levels for storage, installation and curing of materials and equipment.

.5 Provide adequate ventilation to meet health regulations for safe working environment.

.5 Maintain temperatures of minimum 10°C in areas where construction is in progress.

Town of Yarmouth TEMPORARY UTILITIES Section 01 51 00 Yarmouth Ferry Terminal Page 2 Work Package 1 190221 – SP001 January 2020

.6 Ventilating: .1 Prevent accumulations of dust, fumes,

mists, vapours or gases in areas occupied during construction.

.2 Provide local exhaust ventilation to prevent harmful accumulation of hazardous substances into atmosphere of occupied areas.

.3 Dispose of exhaust materials in manner that will not result in harmful exposure to persons.

.4 Ventilate storage spaces containing hazardous or volatile materials.

.5 Ventilate temporary sanitary facilities.

.6 Continue operation of ventilation and exhaust system for time after cessation of work process to assure removal of harmful contaminants.

.7 Maintain strict supervision of operation of temporary heating and ventilating equipment to: .1 Conform with applicable codes and

standards. .2 Enforce safe practices. .3 Prevent abuse of services. .4 Prevent damage to finishes. .5 Vent direct-fired combustion units to

outside.

.8 Be responsible for damage to Work due to failure in providing adequate heat and protection during construction.

1.5 TEMPORARY POWER .1 Provide and pay for temporary power, and lighting AND LIGHT required during construction period.

.2 Arrange for connection with appropriate utility company. Pay all costs for installation, maintenance and removal.

.3 Provide and pay for temporary power for electric cranes and other equipment requiring temporary power in excess of above noted requirements.

1.6 TEMPORARY .1 Provide and pay for temporary telephone, high COMMUNICATION speed internet, fax, data hook up, lines and FACILITIES equipment necessary for own use.

Town of Yarmouth TEMPORARY UTILITIES Section 01 51 00 Yarmouth Ferry Terminal Page 3 Work Package 1 190221 – SP001 January 2020 1.7 FIRE PROTECTION .1 Provide and maintain temporary fire protection

equipment during performance of Work required by insurance companies having jurisdiction and governing codes, regulations and bylaws.

.2 Burning rubbish and construction waste materials is not permitted on site.

PART 2 – PRODUCTS

2.1 NOT USED

PART 3 – EXECUTION

3.1 NOT USED

END OF SECTION

Town of Yarmouth CONSTRUCTION FACILITIES Section 01 52 00 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 SECTION INCLUDES .1 Construction aids.

.2 Office and sheds.

.3 Parking.

.4 Project identification.

1.2 INSTALLATION .1 Provide construction facilities in order to AND REMOVAL execute work expeditiously.


1.3 SCAFFOLDING .1 Provide and maintain scaffolding, ramps platforms and temporary stairs.

1.4 HOISTING .1 Provide, operate and maintain hoists and cranes required for moving of workers, materials and equipment.

.2 Hoists or cranes to be operated by qualified operator.

.3 Use of existing and new material handling systems will not be permitted for use during construction unless written approval is provided by the Consultant.

1.5 SITE STORAGE/ .1 Confine work and operations of employees by LOADING Contract Documents. Do not unreasonably encumber

premises with products.

.2 Do not load or permit to load any part of Work with a weight or force that will endanger the Work.

1.6 CONSTRUCTION .1 Parking will be permitted on site provided it PARKING does not disrupt continuing operation of the

facility.

.2 Provide and maintain adequate access to project site.

Town of Yarmouth CONSTRUCTION FACILITIES Section 01 52 00 Yarmouth Ferry Terminal Page 2 Work Package 1 190221 – SP100 January 2020

.3 Build and maintain temporary roads where indicated or directed by Consultant and provide snow removal during period of Work.

.4 If authorized to use existing roads for access to project site, maintain such roads for duration of Contract and make good damage resulting from Contractors' use of roads.

1.7 OFFICES .1 Provide office heated and ventilated, of sufficient size to accommodate site meetings and furnished with drawing laydown table.

.2 Provide a clearly marked and fully stocked first-aid case in a readily available location.

.3 Subcontractors may provide their own offices as necessary. Direct location of these offices. Locations shall meet approval of the Consultant.

1.8 EQUIPMENT, TOOL .1 Provide and maintain, in a clean and orderly AND MATERIALS condition, lockable, weatherproof sheds for STORAGE storage of tools, equipment and materials.

.2 Locate materials not required to be stored in weatherproof sheds on site in a manner to cause least interference with work activities.

1.9 SANITARY .1 Provide sanitary facilities for work force in FACILITIES accordance with governing regulations and

ordinances.

.3 Post notices and take such precautions as required by local health authorities. Keep area and premises in sanitary condition.

.4 Remove wastes from Site on a regular basis as required.

.5 Existing permanent facilities are not be used during construction.

.6 Keep sanitary facilities clean and fully stocked with the necessary supplies at all times.

END OF SECTION

Town of Yarmouth TEMPORARY BARRIERS Section 01 56 00 Yarmouth Ferry Terminal AND ENCLOSURES Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 SECTION INCLUDES .1 Barriers.

.2 Environmental Controls.

.3 Traffic Controls.

.4 Fire Routes.

1.2 RELATED SECTIONS .1 Section 01 51 00 - Temporary Utilities.

.2 Section 01 52 00 – Construction Facilities

1.3 INSTALLATION .1 Provide temporary controls in order to execute AND REMOVAL Work expeditiously.


1.4 HOARDING .1 Provide barriers around trees and plants designated to remain. Protect from damage by equipment and construction procedures.

.2 Check local ordinances and by-laws for specified requirements of site enclosures.

1.5 GUARD RAILS AND .1 Provide secure, rigid guard rails and barricades BARRICADES around deep excavations, open shafts, open stair

wells, open edges of floors and roofs.

1.6 WEATHER .1 Provide weather tight closures to unfinished door ENCLOSURES and window openings, tops of shafts and other

openings in floors, wall systems and roofs.

.2 Close off floor areas where walls are not finished; seal off other openings; enclose building interior work for temporary heat.

.3 Design enclosures to withstand wind pressure and snow loading.

1.7 DUST TIGHT .1 Provide dust tight screens to localize dust SCREENS generating activities, and for protection of


workers, finished areas of Work and personnel.

.2 Maintain and relocate protection until such work is complete.

1.8 ACCESS TO SITE .1 Provide and maintain access roads, sidewalk crossings, ramps and construction runways as may be required for access to Work.

1.9 PUBLIC TRAFFIC .1 Provide and maintain competent signal flag FLOW operators, traffic signals, barricades and

flares, lights, or lanterns as required to perform Work and protect the public.

1.10 FIRE ROUTES .1 Maintain access to property including overhead clearances for use by emergency response vehicles.

1.11 PROTECTION FOR .1 Protect surrounding private and public property OFF-SITE AND PUBLIC from damage during performance of Work. PROPERTY

.2 Be responsible for damage incurred.

1.12 PROTECTION OF .1 Provide protection for finished and partially BUILDING FINISHES finished building finishes and equipment during

performance of Work.

.2 Provide necessary screens, covers, and hoardings.

.3 Confirm with Consultant locations and installation schedule three (3) days prior to installation.

.4 Be responsible for damage incurred due to lack of or improper protection.

1.13 EXISTING TERMINAL.1 The existing Terminal is to remain in full FACILITY service throughout the duration of construction.

.2 Maintain existing exits and ensure that proper and safe means of egress from all parts of existing building to open spaces are provided at all times to the approval of jurisdictional authorities. Mark, install exit lights, and illuminate temporary means of egress.


END OF SECTION

Town of Yarmouth COMMON PRODUCT Section 01 61 00 Yarmouth Ferry Terminal REQUIREMENTS Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 REFERENCE .1 Within text of each specifications section, STANDARDS reference may be made to reference standards.

.2 Conform to these reference standards, in whole or in part as specifically requested in specifications.

.3 If there is question as to whether any product or system is in conformance with applicable standards, the Consultant reserves right to have such products or systems tested to prove or disprove conformance.

.4 Cost for such testing will be born by Owner in event of conformance with Contract Documents or by Contractor in event of non-conformance.

.5 Conform to latest date of issue of referenced standards in effect on date of submission of Tenders, except where specific date or issue is specifically noted.

1.2 QUALITY .1 Products, materials, equipment and articles (referred to as products throughout specifications) incorporated in Work shall be new, not damaged or defective, and of best quality (compatible with specifications) for purpose intended. If requested, furnish evidence as to type, source and quality of products provided.

.2 Defective products, whenever identified prior to completion of Work, will be rejected, regardless of previous inspections. Inspection does not relieve responsibility, but is precaution against oversight or error. Remove and replace defective products at own expense and be responsible for delays and expenses caused by rejection.

.3 Unless otherwise indicated in specifications, maintain uniformity of manufacture for any particular or like item throughout the Terminal.

.4 Permanent labels, trademarks and nameplates on products are not acceptable in prominent locations, except where required for operating


instructions.

.5 Ensure Quality of Work is of highest standard, executed by workers experienced and skilled in respective duties for which they are employed. Immediately notify the Consultant if required Work is such as to make it impractical to produce required results.

.6 Do not employ anyone unskilled in their required duties. The Consultant reserves right to require dismissal from site, workers deemed incompetent or careless.

1.3 AVAILABILITY .1 Immediately upon signing Contract, review product delivery requirements and anticipate foreseeable supply delays for any items. If delays in supply of products are foreseeable, notify the Consultant of such, in order that substitutions or other remedial action may be authorized in ample time to prevent delay in performance of Work.

.2 In event of failure to notify the Consultant at commencement of Work and should it subsequently appear that Work may be delayed for such reason, the Consultant reserves right to substitute more readily available products of similar character, at no increase in Contract Price or Contract Time.

1.4 STORAGE, HANDLING .1 Handle and store products in manner to prevent AND PROTECTION damage, adulteration, deterioration and soiling

in accordance with manufacturer's instructions when applicable.

.2 Store packaged or bundled products in original and undamaged condition with manufacturer's seal and labels intact. Do not remove from packaging or bundling until required in Work.

.3 Store products subject to damage from weather in weatherproof enclosures.

.4 Remove and replace damaged products at own expense and to satisfaction of the Consultant.

.5 Touch-up damaged factory finished surfaces to the satisfaction of the Consultant. Use touch-up materials to match original. Do not paint over


name plates. Replace touched-up products if finish is subsequently deemed unacceptable by the Consultant.

.6 Refer to manufacturer's written instructions and technical specifications for specific requirements on materials, products and equipment.

1.5 PRODUCT .1 Where any particular brand of manufactured SUBSTITUTION article is described or specified, it is to PROCEDURES be regarded as a standard, but another brand

equally as good may be accepted, at the discretion of the Consultant, unless specified otherwise.

.2 Requests for substitution during Tender Period will not be considered. No change in the Specification will be made prior to the acceptance of the Tenders.

.3 If the Contractor wishes to make a substitution after the Contract has been awarded, make application, in writing, otherwise the Contractor will be held to the terms of the Specifications. No extra cost will be allowed for approved equivalents.

.4 When the Consultant is prepared to permit the use of a brand of manufactured article as an alternative to any specified brand of manufactured article even though such alternative may not be equivalent to that specified, it may be used at the discretion of the Consultant but only after price adjustments have been negotiated and approved by the Consultant.

.5 If the alternative requires modifications, adjustments or additions to the specified works, submit to the Consultant, drawings and specifications for these modifications, adjustments or additions in the same detail as presented in the Contract. Approval in principle by the Consultant of these modifications, adjustments or additions in no way relieves the Contractor of obligations or liabilities under the Contract to provide for finished piece of work complete and operational in all essentials.

.6 Requests for substitution during execution of the Work will only be considered when submitted in


sufficient time to permit proper evaluation by the Consultant.

.7 When requesting the Consultant’s review of a proposed Product substitution, demonstrate that the proposed substitute will perform equally as well or better as the specified product.

.8 Accompany each request for substitution with a list of properties for both the specified product and the proposed substitute. No request for substitution will be considered unless made in this way.

.9 The Consultant will record the time required to evaluate equivalents and alternates proposed by the Contractor including making changes to the Contract Documents occasioned thereby. Whether or not the Consultant accepts a proposed substitute, reimburse the Owner for the charges of the Consultant for evaluating any proposed substitute.

.10 The clause "or approved equivalent", or other similar clauses, will not be construed as an invitation to submit requests for substitution or to unilaterally substitute products in place of the specified products and systems.

.11 The Consultant is under no obligation to consider product or system substitutions recommended by the Contractor.

.12 No change or substitution can be made without the written consent of the Consultant.

.13 Remove and replace substitutions incorporated in to the Work without the Consultant's written approval.

1.6 MANUFACTURER'S .1 Unless otherwise indicated in specifications, INSTRUCTIONS install or erect products in accordance with

manufacturer's instructions. Do not rely on labels or enclosures provided with products. Obtain written instructions directly from manufacturers.

.2 Notify the Consultant in writing, of conflicts between specifications and manufacturer's instructions, so that the Consultant may establish course of action.


.3 Improper installation or erection of products, due to failure in complying with these requirements, authorizes the Consultant to require removal and re-installation at no increase in Contract Price or Contract Time.

1.7 CO-ORDINATION .1 Maintain the cooperation of workers in laying out Work. Maintain efficient and continuous supervision.

.2 Coordinate the placement of openings, sleeves and accessories.

1.8 REMEDIAL WORK .1 Perform remedial work required to repair or replace parts or portions of Work identified as defective or unacceptable to the Consultant. Coordinate adjacent affected Work as required.

.2 Perform remedial work by specialists familiar with materials affected. Perform in a manner to neither damage nor put at risk any portion of Work.

1.9 FASTENINGS .1 Provide metal fastenings and accessories in same texture, colour and finish as adjacent materials, unless indicated otherwise.

.2 Prevent electrolytic action between dissimilar metals and materials.

.3 Use non-corrosive hot-dip galvanized steel fasteners and anchors for securing work, unless stainless steel or other material is specifically requested.

.4 Space anchors within individual load limit or shear capacity and ensure they provide positive permanent anchorage.

.5 Space evenly and install neatly.

.6 Fastenings which cause spalling or cracking of material to which anchorage is made are not acceptable.

END OF SECTION

Town of Yarmouth EXAMINATION AND Section 01 71 00 Yarmouth Ferry Terminal PREPARATION Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 SECTION INCLUDES .1 Field engineering survey services to measure and stake site.

.2 Survey services to establish and confirm inverts for Work.

.3 Recording of subsurface conditions found.

1.2 RELATED WORK .1 General Instructions: Section 01 10 00

.2 Work Scheduling and Operating Restrictions: Section 01 14 00

1.3 QUALIFICATIONS .1 Qualified registered land surveyor, licensed OF SURVEYOR to practice in Place of Work, acceptable to

Consultant and Owner.

1.4 SURVEY REFERENCE .1 Refer to Section 01 10 00 – General Instructions. POINTS

.2 Existing base horizontal and vertical control points are designated on drawings.

.3 Locate, confirm and protect control points prior to starting site work. Preserve permanent reference points during construction.

.4 Make no changes or relocations without prior written notice to Consultant.

.5 Report to Consultant when reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations.

.6 Require surveyor to replace control points in accordance with original survey control.

1.5 SURVEY .1 Establish with Consultant two (2) permanent REQUIREMENTS bench marks on site, referenced to established

bench marks by survey control points. Record locations, with horizontal and vertical data in Project Record Documents.

.2 Establish lines and levels, locate and lay out,


by instrumentation.

.3 Stake for grading, fill and topsoil placement and landscaping features.

.4 Stake slopes and berms.

.5 Establish pipe invert elevations.

.6 Stake batter boards for foundations.

.7 Establish foundation column locations and floor elevations.

.8 Establish lines and levels for mechanical and electrical work.

1.6 EXISTING SERVICES .1 Before commencing work, establish location and extent of service lines in area of Work and notify Consultant of findings.

.2 Remove abandoned service lines within 2m of structures. Cap or otherwise seal lines at cut-off points as directed by Consultant.

1.7 LOCATION OF .1 Location of equipment, fixtures and outlets EQUIPMENT AND indicated on specified are to be considered FIXTURES as approximate.

.2 Locate equipment, fixtures and distribution systems to provide minimum interference and maximum usable space and in accordance with manufacturer's recommendations for safety, access and maintenance.

.3 Inform Consultant of impending installation and obtain approval for actual location.

.4 Submit field drawings to indicate relative position of various services and equipment when required by Consultant.

1.8 RECORDS .1 Maintain a complete, accurate log of control and survey work as it progresses.

.2 On completion of foundations and major site improvements, prepare a certified survey showing dimensions, locations, angles and elevations of Work.


.3 Record locations of maintained, re-routed and abandoned service lines.

1.9 SUBMITTALS .1 Submit name and address of licensed Surveyor to Consultant.

1.10 SUBSURFACE .1 Promptly notify Consultant in writing CONDITIONS if subsurface conditions at Place of Work differ

materially from those indicated in Contract Documents, or a reasonable assumption of probable conditions based thereon.

END OF SECTION

Town of Yarmouth EXECUTION Section 01 73 00 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 SECTION INCLUDES .1 Requirements and limitations for cutting and patching the Work.

1.2 RELATED SECTIONS .1 Section 01 61 00 - Common Product Requirements.

1.3 SUBMITTALS .1 Submit written request in advance of cutting or alteration which affects: .1 Structural integrity of any element of

Project. .2 Integrity of weather-exposed or moisture-

resistant elements. .3 Efficiency, maintenance, or safety of any

operational element. .4 Visual qualities of sight-exposed elements. .5 Work of Owner or separate contractor.

.2 Include in request: .1 Identification of Project. .2 Location and description of affected Work. .3 Statement on necessity for cutting or

alteration. .4 Description of proposed Work, and products

to be used. .5 Alternatives to cutting and patching. .6 Effect on Work of Owner or separate

contractor. .7 Written permission of affected separate

contractor. .8 Date and time work will be executed.

1.4 MATERIALS .1 Required for original installation.

.2 Change in Materials: Submit request for substitution in accordance with Section 01 61 00.

1.5 PREPARATION .1 Inspect existing conditions, including elements subject to damage or movement during cutting and patching.

.2 After uncovering, inspect conditions affecting performance of Work.

.3 Beginning of cutting or patching means acceptance


of existing conditions.

.4 Provide supports to assure structural integrity of surroundings; provide devices and methods to protect other portions of project from damage.

.5 Provide protection from elements for areas which may be exposed by uncovering work; maintain excavations free of water.

1.6 EXECUTION .1 Execute cutting, fitting, and patching to complete Work.

.2 Fit several parts together, to integrate with other Work.

.3 Uncover Work to install ill-timed Work.

.4 Remove and replace defective and non-conforming Work.

.5 Provide openings in non-structural elements of Work for penetrations of mechanical and electrical Work.

.6 Execute Work by methods to avoid damage to other Work, and which will provide proper surfaces to receive patching and finishing.

.7 Employ original installer to perform cutting and patching for weather-exposed and moisture-resistant elements, and sight-exposed surfaces.

.8 Cut rigid materials using masonry saw or core drill. Pneumatic or impact tools not allowed on masonry work without prior approval.

.9 Restore work with new products in accordance with requirements of Contract Documents.

.10 Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

.11 At penetration of fire rated wall, ceiling, or floor construction, completely seal voids with firestopping materials, full thickness of the construction element.

.12 Refinish surfaces to match adjacent finishes: For continuous surfaces refinish to nearest intersection; for an assembly, refinish entire


unit.

.13 Conceal pipes, ducts and wiring in floor, wall and ceiling construction of finished areas except where indicated otherwise.

END OF SECTION

Town of Yarmouth CLEANING Section 01 74 11 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

Part 1 - GENERAL

1.1 RELATED SECTIONS .1 Section 01 74 21 – Construction/Demolition Waste Management and Disposal.

1.2 GENERAL .1 Conduct cleaning and disposal operations to comply with local ordinances, antipollution laws and approved Waste Management Workplan.

.2 Store volatile waste in covered metal containers, and remove from premises at end of each working day

.3 Prevent accumulation of waste which creates hazardous conditions.

1.3 CLEANING DURING .1 Maintain the work, at least on a daily basis free CONSTRUCTION from accumulations of waste material and debris.

.2 Provide on-site containers for collection of waste materials, and debris.

.3 Remove waste materials, and debris from site.

.4 Schedule cleaning operations so that resulting dust, debris and other contaminants will not fall on wet, newly painted surfaces.

1.4 FINAL CLEANING .1 In preparation for acceptance of the project on an interim or final certificate of completion perform final cleaning.

.2 Remove grease, dust, dirt, stains, and other foreign materials, from exterior finished surfaces.

END OF SECTION

Town of Yarmouth CONSTRUCTION/DEMOLITION Section 01 74 21 Yarmouth Ferry Terminal WASTE MANAGEMENT AND Page 1 Work Package 1 DISPOSAL 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 DEFINITIONS .1 Recyclable: ability of product or material to be recovered at end of its life cycle and re-manufactured into new product for reuse.

.2 Recycle: process by which waste and recyclable materials are transformed or collected for purpose of being transferred into new products.

.3 Recycling: process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for purpose of using in altered form. Recycling does not include burning, incinerating, or thermally destroying waste.

.4 Reuse: repeated use of product in same form but not necessarily for same purpose. Reuse includes: .1 Salvaging reusable materials from re-

modelling projects, before demolition stage, for resale, reuse on current project.

.2 Returning reusable items including pallets or unused products to vendors.

.5 Salvage: removal of structural and non-structural materials from deconstruction/disassembly projects for purpose of reuse or recycling.

.6 Separate Condition: refers to waste sorted into individual types.

.7 Source Separation: acts of keeping different types of waste materials separate beginning from first time they became waste.

.8 Waste Management Coordinator (WMC): Contractor representative responsible for supervising waste management activities.

1.2 WASTE MANAGEMENT .1 Provide a project specific Waste Management WORKPLAN Workplan for review and approval by the

Consultant. Do not commence work on-site until this plan has been approved.

.2 Workplan to include: .1 Waste reduction practices. .2 Material source separation process.


.3 Procedures for sending recyclables to recycling facilities.

.4 Procedures for sending non-salvageable items and waste to approved waste processing facility or landfill site.

.5 Training and supervising workforce on waste management at site.

.6 Descriptions of and anticipated quantities in percentages of materials to be salvaged reused, recycled and landfilled.

.7 Schedule of selective demolition.

.8 Number and location of dumpsters.

.9 Anticipated frequency of tippage.

.10 Name and address of haulers, waste facilities and waste receiving organizations.

.3 Develop Workplan in collaboration with all subcontractors to ensure all waste management issues and opportunities are addressed.

.4 Implement and manage all aspects of Waste Management Workplan for duration of work.

.5 Revise Workplan as work progresses addressing new opportunities for diversion of waste from landfill.

.6 Workplan is to identify a Waste Management Coordinator. This individual will be the Contractor's representative responsible for supervising all waste management activities as well as coordinating related required submittals and reporting.

1.3 SUBMITTALS .1 Provide submittals, including the Waste Management Workplan, in accordance with Section 01 33 00 – Submittal Procedures.

.2 Submit copies of certified receipts from authorized disposal sites and reuse and recycling facilities for material removed from site on a weekly basis. .1 Written authorization from the Consultant

is required to deviate from haulers, facilities and receiving organizations listed in Waste Management Workplan.

.2 Include copy of weigh bills, scale tickets and disposal receipts for all waste disposed.

Town of Yarmouth CONSTRUCTION/DEMOLITION Section 01 74 21 Yarmouth Ferry Terminal WASTE MANAGEMENT AND Page 3 Work Package 1 DISPOSAL 190221 – SP100 January 2020 1.4 STORAGE, HANDLING .1 Store materials to be reused, recycled and AND PROTECTION salvaged in locations as directed by the

Consultant.

.2 Unless specified otherwise, materials for removal become Contractor's property.

.3 Handle, stockpile and protect material destined for removal off Site as directed by the Consultant.

1.5 DISPOSAL .1 Burying or burning of waste materials on site REQUIREMENTS is prohibited.

.2 Disposal of waste, volatile materials, mineral spirits, oil, paint, paint thinner or unused preservative material into waterways, storm, or sanitary sewers is prohibited.

.3 Do not dispose of preservative treated wood through incineration.

.4 Do not dispose of preservative treated wood with other materials destined for recycling or reuse.

.5 Dispose of treated wood, end pieces, wood scraps and sawdust at an approved construction and demolition waste facility.

.6 Dispose of waste only at approved waste processing facility or landfill sites approved by authority having jurisdiction.

.7 Contact the authority having jurisdiction prior to commencement of work, to determine what, if any, demolition and construction waste materials have been banned from disposal in landfills and at transfer stations. Take appropriate action to isolate such banned materials at site of work and dispose in strict accordance with provincial and municipal regulations.

.8 Transport waste intended for landfill in separated condition, following rules and recommendations of Landfill Operator in support of their effort to divert, recycle and reduce amount of solid waste placed in landfill.

.9 Sale of salvaged items is not permitted on site.

.10 Remove materials from deconstruction as


deconstruction/disassembly work progresses.

1.6 TIPPING FEES .1 All tipping fees are to be covered in the Stipulated Price provided. No additional payments will be made to cover waste disposal.

1.7 SCHEDULING .1 Co-ordinate Work with other activities at site to ensure timely and orderly progress of Work.

PART 2 – PRODUCTS

2.1 Not Applicable

PART 3 - EXECUTION

3.1 APPLICATION .1 Dispose of all materials as required by regulatory codes, regulations, acts and municipal by-laws.

.2 Handle waste materials not reused, salvaged, or recycled in accordance with appropriate regulations and codes.

3.2 CLEANING .1 Remove tools and waste materials on completion of Work, and leave work area in clean and orderly condition.

.2 Clean-up work area as work progresses.

.3 Separate materials to be reused/recycled into specified sort areas.

3.3 DIVERSION OF .1 Separate materials from general waste stream MATERIALS and stockpile in separate piles or containers, as

approved by the Consultant, and consistent with applicable fire regulations. .1 Mark containers or stockpile areas. .2 Provide instruction on disposal practices.

END OF SECTION

Town of Yarmouth CLOSEOUT PROCEDURES Section 01 77 00 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 – GENERAL

1.1 RELATED .1 Section 01 45 00 – Quality Control. SECTIONS

.2 Section 01 78 00 - Closeout Submittals.

1.2 INSPECTION AND .1 Contractor's Inspection: conduct an inspection DECLARATION of Work, identify deficiencies and defects, and

repair as required to conform to Contract Documents.

.2 Notify Consultant in writing of satisfactory completion of Contractor's Inspection and that corrections have been made.

.3 Request Consultant’s Inspection.

.4 Consultant’s Inspection: Consultant and Contractor will perform inspection of Work to identify obvious defects or deficiencies. Correct Work accordingly.

.5 Completion: submit written certificate that the following have been performed: .1 Work has been completed and inspected for compliance with Contract Documents. .2 Defects have been corrected and deficiencies have been completed. .3 Equipment and systems have been tested, and are fully operational. .4 Operation of systems have been demonstrated to terminal personnel. .5 Work is complete and ready for Final Inspection. .4 Final Inspection: when items noted above are completed, request final inspection of Work by the Consultant, and Contractor. If Work is deemed incomplete by the Consultant, complete outstanding items and request reinspection. .5 Declaration of Substantial Performance: when the Consultant considers deficiencies and defects have been corrected and it appears requirements of Contract have been substantially performed, make application for certificate of Substantial Performance. Refer to CCDC 2, General

Town of Yarmouth CLOSEOUT PROCEDURES Section 01 77 00 Yarmouth Ferry Terminal Page 2 Work Package 1 190221 – SP100 January 2020

Conditions and Section 00 73 00 - Supplementary General Conditions for specifics to application. .6 Commencement of Lien and Warranty Periods: date of Substantial Performance Certificate will be date for commencement for warranty period and commencement of lien period. .7 Final Payment: when the Consultant consider final deficiencies and defects have been corrected and it appears requirements of Contract have been totally performed, make application for final payment. If Work is deemed incomplete by the Consultant, complete outstanding items and request reinspection. .8 Payment of Holdback: after issuance of certificate of Substantial Performance of Work, submit an application for payment of holdback amount in accordance with CCDC 2 and Section 00 73 10 - Supplementary General Conditions.

END OF SECTION

Town of Yarmouth CLOSEOUT SUBMITTALS Section 01 78 00 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 – GENERAL

1.1 RELATED .1 Section 01 45 00 - Quality Control. SECTIONS

.2 Section 01 77 00 - Closeout Procedures.

1.2 SUBMISSION .1 Prepare instructions and data using personnel experienced in maintenance and operation of described products.

.2 Copy will be returned after final inspection, with the Consultant’s comments.

.3 Revise content of documents as required prior to final submittal.

.4 Two (2) weeks prior to Substantial Performance of the Work, submit to the Consultant, two (2) final copies and one (1) electronic copy of operating and maintenance manuals in English.

.5 Ensure spare parts, maintenance materials and special tools provided are new, undamaged or defective, and of same quality and manufacture as products provided in Work.

.6 If requested, furnish evidence as to type, source and quality of products provided.

.7 Defective products will be rejected, regardless of previous inspections. Replace products at own expense.

.8 Pay costs of transportation.

1.3 FORMAT .1 Organize data in the form of an instructional manual.

.2 Binders: vinyl, hard covered, 3 'D' ring, loose leaf 219 x 279 mm with spine and face pockets.

.3 When multiple binders are used, correlate data into related consistent groupings. Identify contents of each binder on spine.

.4 Cover: Identify each binder with type or printed title 'Project Record Documents'; list title of

Town of Yarmouth CLOSEOUT SUBMITTALS Section 01 78 00 Yarmouth Ferry Terminal Page 2 Work Package 1 190221 – SP100 January 2020

project and identify subject matter of contents.

.5 Arrange content by systems, under Section numbers and sequence of Table of Contents.

.6 Provide tabbed fly leaf for each separate product and system, with typed description of product and major component parts of equipment.

.7 Text: Manufacturer's printed data, or written data.

.8 Drawings: provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.

1.4 CONTENTS - .1 Table of Contents: EACH VOLUME .1 Provide title of project;

.2 Date of submission; names,

.3 Addresses, and telephone numbers of the Consultant and Contractor with name of responsible parties; .4 Schedule of products and systems, indexed to content of volume.

.2 For each product or system: .1 List names, addresses and telephone numbers of subcontractors and suppliers, including local source of supplies and replacement parts.

.3 Product Data: mark each sheet to clearly identify specific products and component parts, and data applicable to installation; delete inapplicable information.

.4 Drawings: supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams.

.5 Written Text: as required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions specified in Section 01 45 00 – Quality Control.

.6 Certificates of Acceptance: copies of relevant certificates issued by authorities having jurisdiction.

Town of Yarmouth CLOSEOUT SUBMITTALS Section 01 78 00 Yarmouth Ferry Terminal Page 3 Work Package 1 190221 – SP100 January 2020 1.5 WARRANTIES AND .1 Separate each warranty or bond with index tab BONDS sheets keyed to Table of Contents listing.

.2 List subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal.

.3 Obtain warranties and bonds, executed in duplicate by subcontractors, suppliers, and manufacturers, within ten (10) days after completion of the applicable item of work.

.4 Except for items put into use with the Consultant’s permission, leave date of beginning of time of warranty until the Date of Substantial Performance is determined.

.5 Verify that documents are in proper form, contain full information, and are notarized.

.6 Co-execute submittals when required.

.7 Retain warranties and bonds until time specified for submittal.

END OF SECTION

Town of Yarmouth STRUCTURE DEMOLITION Section 02 41 16 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 WORK INCLUDED .1 This section specifies the procedure for the demolition of structures, parts of structures, and foundations.

1.2 RELATED .1 Section 01 33 00 - Submittal Procedures. SECTIONS

.2 Section 01 35 43 - Environmental Protection.

.3 Section 01 56 00 - Temporary Barriers and Enclosures.

.4 Section 01 35 29 - Health and Safety Requirements.

.5 Section 01 74 21 - Construction/Demolition Waste Management And Disposal.

.6 Section 02 81 01 - Hazardous Materials.

1.3 REFERENCES .1 Canadian Standards Association (CSA International). .1 CSA S350-M1980(R2003) - Code of Practice

for Safety in Demolitions of Structures.

.2 Department of Justice Canada (Jus). .1 Canadian Environmental Assessment Act

(CEAA), 1992, c. 37. .2 Canadian Environmental Protection Act

(CEPA), 1999, c. 33. .1 SOR/2003-2, On-Road Vehicle and Engine

Emission Regulations. .3 Transportation of Dangerous Goods Act

(TDGA), 1992, c. 34.

1.4 SUBMITTALS .1 Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.

.2 Prior to commencement of Work, submit a Waste Management Workplan in accordance with Section 01 74 21 - Construction/Demolition Waste Management And Disposal.

.3 Prior to commencement of Work, submit deconstruction drawings and procedures in


accordance with Section 01 35 73 - Procedures for Deconstruction of Structures.

1.5 QUALITY .1 Regulatory Requirements: perform Work in ASSURANCE compliance with CEPA, CEAA, TDGA, and applicable

Provincial and Municipal regulations.

1.6 WASTE .1 Dispose of non-hazardous materials as required by MANAGEMENT AND regulation, authorities having jurisdiction and DISPOSAL as specified in Section 01 74 21 - Waste

Management and Disposal.

.2 Dispose of hazardous materials in accordance with the applicable section in Division 02.

1.7 ENVIRONMENTAL .1 Do Work in accordance with Section 01 35 43 - PROTECTION Environmental Protection and the approved

Environmental Protection Plan (EPP).

.2 Do not allow demolition work to adversely affect adjacent watercourses, groundwater and wildlife, or contribute to excess air and noise pollution.

.3 Protect trees, plants and foliage on site and adjacent properties.

.4 Prevent extraneous materials from contaminating air beyond application area, by providing temporary enclosures during demolition work.

.5 Cover or wet down dry materials and waste to prevent blowing dust and debris. Control dust on all roads.

1.8 EXISTING .1 Buildings to be demolished contain asbestos, CONDITIONS and other designated and hazardous substances.

Refer to the Hazardous Building Material Surveys in Appendix B of this specification. Prior to the start of any demolition work, remove contaminated or hazardous materials defined by authorities having jurisdiction and dispose of at a designated disposal facility in a safe manner and in accordance with TDGA and all other applicable regulatory requirements. Refer to the other Sections in Division 02 for hazardous material disposal guidelines and procedures.

.2 Disconnect and permanently cap all utilities.


Disconnect and remove electrical cabling to distribution panel(s).

.3 Conduct a survey to within plus/minus 10cm in the horizontal and vertical. Shoot all points where utility laterals are capped and where foundations are to remain. Provide a digital and hard copy survey plan, along with coordinates, to the Consultant prior to backfilling.

.4 Coordinate the disconnect and removal of cable and telephone lines to the pole with appropriate authorities. Cut phone/cable lines at unit and secure the lines back at each utility pole.

.5 Deliver all painted steel to an approved facility for recycling. Pay all costs associated with the transportation and delivery of painted steel.

1.9 SCHEDULING .1 Employ necessary means to meet project timeline. In the event of an unforeseen delay notify the Consultant in writing.

PART 2 - PRODUCTS

2.1 EQUIPMENT .1 Leave machinery running only while in use, except where extreme temperatures prohibit shutting machinery down.

PART 3 - EXECUTION

3.1 PROTECTION .1 Prevent movement, settlement or damage of adjacent structures, services, walks, paving, trees, landscaping and adjacent grades. .1 Provide bracing, shoring and underpinning

as required. .2 Repair damage caused by demolition as

directed by the Consultant

.2 Support affected structures and, if safety of structure being demolished or adjacent structures or services appears to be endangered, take preventative measures, stop Work and immediately notify the Consultant.

.3 Prevent debris from blocking surface drainage system, mechanical and electrical systems which


must remain in operation.

3.2 PREPARATION .1 Disconnect and cap mechanical services.

.2 Do not disrupt active or energized utilities traversing premises designated to remain undisturbed.

.3 Disconnect and remove electrical and telephone service line entering buildings and structures to be demolished. .1 Post warning signs on electrical lines and equipment which must remain energized to serve other infrastructure during period of demolition. .2 Work to be completed by certified electrians.

3.3 SAFETY .1 Do structure demolition work in accordance with Section 01 35 29 - Health and Safety Requirements and the approved Health and Safety Plan.

3.4 BLASTING .1 No blasting is permitted. Demolition may only be carried out by mechanical means.

3.5 REMOVAL OF .1 Prior to commencing structure demolition, remove HAZARDOUS WASTES hazardous waste, hazardous materials and

designated substance in accordance with the applicable Section in Division 02. Do not commence structure demolition without the written authorization of Consultant to proceed.

3.6 DEMOLITION .1 Remove all existing mechanical and electrical equipment and systems and dispose of as required by regulation.

.4 At the end of each day's work, leave work and site in a safe and stable condition.

.5 Minimize dusting. Keep materials wetted as directed by the Consultant.

.6 Remove structural framing, cladding, crushed concrete and rebar and dispose of material not being stockpiled as required by regulation.

.7 Remove rebar and embedded items from concrete foundations.


.8 Consultant approved, clean crushed concrete is the only demolition derived material that may remain on Site. Dispose of all other demolition waste materials off Site in accordance with the Contract requirements.

3.7 STOCKPILING .1 Designate appropriate security resources/measures to prevent vandalism, damage and theft.

.2 Stockpile materials in neat and orderly fashion in location approved by the Consultant. Stockpile materials in accordance with applicable fire and safety regulations.

.3 Supply separate, clearly marked disposal bins for categories of waste material.

.4 Stockpile excess crushed concrete on-site in locations approved by the Consultant.

3.8 REMOVAL FROM .1 Transport material designated for alternate SITE disposal using approved haulers, facilities and

receiving organizations listed in Waste Management Workplan.

.2 Dispose of materials not designated for alternate disposal in accordance with applicable regulations.

3.9 REPORTING .1 Through data gathered from bills of lading, report the following information at specified project milestones to the satisfaction of the Consultant: .1 Description of disposed hazardous materials

and of steel delivered to recycling facility.

.2 Breakdown of reuse, recycling and landfill percentages.

.3 End destination of materials.

END OF SECTION

Town of Yarmouth HAZARDOUS MATERIALS Section 02 81 01 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 DEFINITIONS .1 Dangerous Goods: product, substance, or organism that is specifically listed or meets hazard criteria established in Transportation of Dangerous Goods Regulations.

.2 Hazardous Material: product, substance, or organism that is used for its original purpose; and that is either Dangerous Goods or a material that may cause adverse impact to environment or adversely affect health of persons, animals, or plant life when released into the environment.

.3 Hazardous Waste: any Hazardous Material that is no longer used for its original purpose and that is intended for recycling, treatment or disposal.

.4 Workplace Hazardous Materials Information System (WHMIS): Canada-wide system designed to give employers and workers information about Hazardous Materials used in workplace. Under WHMIS, information on Hazardous Materials is provided on container labels, safety data sheets (SDS), and worker education programs. WHMIS is put into effect by a combination of federal and provincial laws.

.5 Work Area: the area where the removal of Hazardous Materials takes place.

.6 Authorized Visitors: the Consultant or their designated representative, and representatives of regulatory agencies.

1.2 SUMMARY .1 Hazardous building materials survey reports have been completed for the subject buildings including by All-tech (2008), LVM Maritime Testing (2013), Stantec (2017)and CBCL Limited (2019). These reports have identified hazardous building materials (e.g. Asbestos Containing Materials, metal containing paints, lead and PCB containing materials, materials with ozone depleting substances, materials with crystalline silica and mould affected materials) which require appropriate handling, removal and disposal at the time of building renovation and demolition. The content and findings of these reports are for general information purposes and are not necessarily representative of all hazardous building materials


covered within the scope of this project and may include hazardous building materials which will not be affected by the scope of this project. Any interpretations of their findings are at the sole discretion of the contractor and the Consultant assumes no liability for the reported hazardous building material sources and their associated quantities. It is the contractor’s responsibility to confirm the accuracy of the sources and quantities indicated in the reports.

.2 The following schedule is a list of principal asbestos-containing materials only identified in the referenced Hazardous Building Materials Survey Reports which may be affected by the proposed work: .1 Carpet adhesive .2 Window caulking .3 Exterior transite board

.3 It should be noted that the following additional principal asbestos-containing materials have also been identified in the subject buildings and must be handled appropriately if affected by the proposed work: .1 Mechanical insulations associated with piping

for hot water, heating, and steam systems .2 Gasket materials .3 Plaster materials .4 Incandescent light paper backings .5 Flooring materials

.4 Metal containing paints (non-leachate hazardous) have been identified in the referenced Hazardous Building Materials Survey Reports.

.5 Lead containing materials including: .1 Emergency/Exit lighting with lead/lithium

batteries .2 Cast iron fittings associating with piping

.6 Mercury and other metal containing electrical equipment including: .1 Fluorescent light bulbs .2 Sodium discharge bulbs .3 Metal halide bulbs .4 Thermostats

.7 Presumed PCB containing equipment including: .1 Fluorescent light ballasts

.8 Equipment with ozone depleting substances have been identified in the subject buildings including


refrigeration equipment and air conditioning equipment.

.9 The subject buildings are constructed of concrete components which contains silica.

.10 The Hazardous Building Materials Survey Reports are not considered a complete schedule of all Hazardous Materials on the project site. Have the abatement subcontractor review the Hazardous Building Materials Survey Reports and the project site to determine the final quantities of Hazardous Materials which are to be managed as part of the Project Work.

.11 Have the abatement subcontractor consider materials of similar properties and characteristics to the Hazardous Materials identified in the Hazardous Building Materials Survey Reports as being hazardous.

.12 Where the abatement subcontractor questions whether or not a material is hazardous, at no additional expense to the Contract, provide additional sampling and testing of such materials.

.13 The Owner will not consider any increase in Contract Price where Hazardous Materials are identified in the Work that were not specifically identified in the Hazardous Building Materials Survey Reports, in this section or were otherwise accessible for inspection and testing during review of site.

.14 Inform work force that materials which contain asbestos and/or elevated levels of metals, mercury, PCBs, ODSs, crystalline silica and mould are present in the Work Area and to instruct them to employ appropriate safety precautions when handling these materials.

.15 Verify/calculate the amount of each hazardous product/material identified in the Hazardous Building Materials Survey Reports and include the removal and disposal of the identified materials or products which may be affected by the Work in the bid price. Materials containing Hazardous Materials may be found in parts of the building other than those described in the Hazardous Building Materials Survey Reports. Find and appropriately remove all Hazardous Materials which may be affected


by the Project Work prior to conducting any other Work.

.16 Comply with requirements of this Section when handling, packaging and transferring Hazardous Materials.

.17 Spill response: have a plan in place and maintain sufficient equipment and materials on-site to respond to a discharge of Hazardous Materials which could occur during waste handling.

1.3 RELATED .1 Asbestos Abatement - Minimum Precautions: SECTIONS Section 02 82 10.

.2 Asbestos Abatement - Maximum Precautions: Section 02 82 30.

.3 Lead Abatement - Intermediate Precautions: Section 02 83 11.

.4 Miscellaneous Hazardous Materials Abatement: Section 02 85 14.

1.4 REFERENCES .1 Canadian Environmental Protection Act, 1999 (CEPA, 1999): .1 Export and Import of Hazardous Waste

Regulations (SOR/2002-300)

.2 Canadian Standards Association (CSA):

.1 CSA Z94.4-18, Selection, Use and Care of Respirators.

.3 National Fire Code of Canada 2015.

.4 Transportation of Dangerous Goods Act (TDG Act) 1992.

.1 Transportation of Dangerous Goods Regulations (TDGR), (SOR/2019-101).

.5 Yarmouth Ferry Terminal, Main Terminal Building, Yarmouth, Nova Scotia, Prepared for SuperClean, Prepared by ALL-TECH Environmental Services Limited, dated September 11, 2008.

.6 Hazardous Building Materials Assessment – Yarmouth Ferry Terminal, Final Report, Prepared for Public Works and Government Services Canada, Prepared by LVM Maritime Testing, dated March 28, 2013.


.7 Asbestos Management Plan - Yarmouth Ferry Terminal Buildings, Final Report, Prepared for Town of Yarmouth, Prepared by Stantec, dated August 11, 2017.

.8 Supplemental Hazardous Building Materials Survey, Yarmouth Ferry Terminal, Yarmouth, NS, Prepared by CBCL Limited, dated December 2019.

1.5 SUBMITTALS .1 Submit Product Data in accordance with Section 01 33 00 – Submittal Procedures.

.2 Submit to the Consultant current Safety Data Sheet (SDS) for each Hazardous Material required prior to bringing Hazardous Material on site.

.3 Submit Hazardous Materials Management Plan to the Consultant that identifies all Hazardous Materials, their use, their location, personal protective equipment requirements, and disposal arrangements.

.4 Submit to the Consultant all waste disposal manifests, weigh bills and all movement documents.

1.6 QUALITY ASSURANCE .1 Regulatory requirements: comply with federal, provincial and local requirements pertaining to Hazardous Materials, provided that in case of conflict among those requirements or with these specifications the more stringent requirement applies. Comply with regulations in effect at time work is performed.

.2 Health and safety: .1 Do construction occupational health and safety

in accordance with the health and safety requirements herein.

.2 Health and safety precautions applicable to the following Hazardous Materials are located in their applications section: .1 Asbestos: Sections 02 82 10 and 02 82

30. .2 Paints with elevated metals: Section

02 83 11. .3 Lead, mercury, PCB, ODS and crystalline

silica: Section 02 85 14 Miscellaneous Hazardous Materials

.3 Handle other Hazardous Materials according to federal, provincial and local safety requirements.


.4 Eating, drinking, chewing, and smoking are not permitted when handling or disposing of Hazardous Waste.

.5 Visitor Protection: .1 Provide protective clothing and approved

respirators to Authorized Visitors to Work Areas.

.2 Instruct Authorized Visitors in the use of protective clothing and respirators.

.3 Instruct Authorized Visitors in proper procedures to be followed in entering into and exiting from Work Area.

1.7 STORAGE AND .1 Co-ordinate storage of Hazardous Materials HANDLING with the Consultant and abide by internal

requirements for labelling and storage of materials and wastes.

.2 Store and handle Hazardous Materials and wastes in accordance with applicable federal and provincial laws, regulations, codes, and guidelines.

.3 Store and handle flammable and combustible materials in accordance with current National Fire Code of Canada requirements.

.4 Observe smoking regulations at all times. Smoking is prohibited in any area where Hazardous Materials are stored, used, or handled.

.5 Abide by the following storage requirements for quantities of Hazardous Materials and wastes in excess of 5kg for solids: .1 Store Hazardous Materials and Hazardous Waste

in closed and sealed containers which are in good condition.

.2 Label containers of Hazardous Materials and Hazardous Waste in accordance with WHMIS.

.3 Store Hazardous Materials and Hazardous Waste in containers compatible with that material or waste.

.4 Segregate incompatible materials and wastes.

.5 Do not mix different Hazardous Materials or Hazardous Waste.

.6 Store Hazardous Materials and Hazardous Waste in a secure storage area with controlled access.

.7 Maintain clear egress from storage area.

.8 Store Hazardous Materials and Hazardous Waste in a manner and location which will prevent


them from being released into environment. .9 Maintain inventory of Hazardous Materials and

Hazardous Waste, including product name, quantity, and date when storage began.

.10 Have appropriate emergency spill response equipment available near the storage area, including personal protective equipment.

.6 Only use personnel that have been trained in accordance with Workplace Hazardous Materials Information System (WHMIS) requirements.

.7 Report incidents/accidents immediately to the Consultant. Submit a written report to the Consultant within 24 hours of incident/accident.

1.8 TRANSPORTATION .1 Transport Hazardous Materials and Hazardous Waste in accordance with Federal Transportation Of Dangerous Goods Act, Transportation Of Dangerous Goods Regulations, and Applicable Provincial Regulations.

1.9 DISCOVERY OF .1 If in the course of the work asbestos is ASBESTOS discovered in an area or building material not

identified in the Contract Documents, stop work and immediately seek supplemental instructions for asbestos remediation practices from the Consultant.

.2 Sources that may contain asbestos which were not sampled as part of the Hazardous Material Survey include, but are not limited to, materials inside wall/ceiling cavities and concrete block walls.

1.10 DISCOVERY OF .1 Items that may contain elevated levels of metals OTHER HAZARDOUS or other Hazardous Materials include, but are METALS not limited to: metal piping, mercury switches and

lead flashing.

PART 2 - PRODUCTS

2.1 MATERIALS .1 Maintain current SDSs in proximity to where the materials are being used. Communicate this location to personnel who may have contact with Hazardous Materials.

PART 3 - EXECUTION

2.2 DISPOSAL .1 Dispose of Hazardous Waste and Hazardous materials in accordance with applicable federal, provincial


and municipal acts, regulations, and guidelines.

.2 Recycle Hazardous Wastes for which there is an approved, cost effective recycling process available.

.3 Send Hazardous Wastes only to authorized Hazardous Waste disposal or treatment facilities.

.4 Burning, diluting, or mixing Hazardous Wastes for purpose of disposal is prohibited.

.5 Disposal of Hazardous Materials in waterways, storm or sanitary sewers, or in municipal solid waste landfills is prohibited.

.6 Dispose of Hazardous Wastes in timely fashion in accordance with applicable provincial regulations.

.7 Minimize generation of Hazardous Waste to maximum extent practicable. Take necessary precautions to avoid mixing clean and contaminated wastes.

.8 Identify and evaluate recycling and reclamation options as alternatives to land disposal, such as: .1 Hazardous Waste recycled in manner

constituting disposal. .2 Hazardous Waste with economically recoverable

precious metals. .3 Dispose of Hazardous Waste encountered during

the Work at the appropriate handling facilities.

END OF SECTION

Town of Yarmouth ASBESTOS ABATEMENT Section 02 82 10 Yarmouth Ferry Terminal MINIMUM PRECAUTIONS Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 DEFINITIONS .1 HEPA Vacuum: High Efficiency Particulate Air filtered vacuum equipment with filter system capable of collecting and retaining fibres greater than 0.3 microns in any direction at 99.97% efficiency.

.2 Amended Water: water with non-ionic surfactant wetting agent added to reduce water tension to allow thorough wetting of fibres.

.3 Asbestos-Containing Materials (ACMs): materials that contain 0.5% or more asbestos by dry weight.

.4 Asbestos Work Area: area where work takes place which will, or may, disturb ACMs.

.5 Authorized Visitors: the Consultant or designated representatives and representatives of regulatory agencies.

.6 Competent Worker: in relation to specific work, means a worker who: .1 Is qualified because of knowledge, training and experience to perform the work. .2 Is familiar with the Provincial and/or Federal laws and with the provisions of the regulations that apply to the work. .3 Has knowledge of all potential or actual danger to health or safety in the Work.

.7 Friable Material: .1 Material that when dry, can be crumbled, pulverized or powdered by hand pressure, or is crumbled, pulverized or powdered.

.8 Non-Friable Material: .1 Material that when dry cannot be crumbled, pulverized or powdered by hand pressure.

.9 Occupied Area: any area of the building or work site that is outside Asbestos Work Area.

.10 Polyethylene: Polyethylene sheeting or rip-proof Polyethylene sheeting with tape along edges, around penetrating objects, over cuts and tears, and elsewhere as required to provide protection and isolation.


.11 Sprayer: garden reservoir type Sprayer or airless spray equipment capable of producing mist or fine spray. Must have appropriate capacity for the Work.

.12 Asbestos Abatement Contractor: a person, firm, corporation or other entity that is the holder of a valid Asbestos Abatement Contractor's certificate.

1.2 WORK INCLUDED .1 This Section specifies requirements and procedures for asbestos abatement of potential and confirmed non-friable Asbestos-Containing Materials affected by the work at the subject buildings as noted in Section 02 81 01.

.2 Asbestos-Containing Materials may be found in other materials than those described therein. It is the Contractor's responsibility to include the cost for removing and disposing of all Asbestos-Containing Materials in their bid price.

1.3 RELATED SECTIONS .1 Submittal Procedures: Section 01 33 00.

.2 Health & Safety Requirements: Section 01 35 29.

.3 Hazardous Materials: Section 02 81 01.


.5 Lead Paint Abatement - Intermediate Precautions: Section 02 83 11.


1.4 SUMMARY .1 Comply with requirements of this Section when performing following Work:

.2 Remove non-friable Asbestos-Containing Materials if the material is removed without being broken, cut, drilled, abraded, ground, sanded or vibrated at the renovation area.


.3 Break, cut, grind, sand, drill, scrape, vibrate or abrade non-friable Asbestos Containing Materials using non-powered hand-held tools, and wet the material to control the spread of dust or fibres.

.4 Removing non-friable Asbestos Containing Materials by breaking, cutting, drilling, abrading, grinding, sanding or vibrating if the work is done by means of power tools that are attached to effective dust-collecting devices equipped with HEPA filters.

.5 Do not allow asbestos fibres to be discharged to the air. Air at and adjacent to the Asbestos Work Area will be monitored by the Independent Asbestos Abatement consultant and must report asbestos levels not exceeding 0.01 fibres/cm³, as determined by NIOSH Method 7400-A Phase Contrast Microscopy (PCM) report.

1.5 REFERENCES .1 Department of Justice Canada (Jus) .1 Canadian Environmental Protection Act, 1999 (CEPA).

.2 Canada Labour Code (R.S.C., 1985, c. L-2)

.1 Canada Occupational Health and Safety Regulations (SOR/86-304).

.3 Canadian Standards Association (CSA): .1 CSA Z94.4-18, Selection, Use and Care of

Respirators.

.4 Transportation of Dangerous Goods Act (TDG Act) 1992. .1 Transportation of Dangerous Goods Regulations (TDGR), (SOR/2019-101).

.5 Nova Scotia Environment: .1 Asbestos in the workplace: A Guide to Assessment Management of Asbestos in the Workplace. .2 Asbestos in the Workplace: A Guide to Removal of Friable Asbestos Containing Materials - Code of Practice. .3 Nova Scotia Environmental Act, 1995, Asbestos Waste Management Regulations, N.S. Reg. 53/95.


.6 U.S. Department of Health and Human Services/Centers for Disease Control and Prevention/National Institute for Occupational Safety and Health (NIOSH) .1 NIOSH 94-113 - NIOSH Manual of Analytical Methods (NMAM), 4th Edition (1994).

.7 Other legislation of standards which apply to the performance of the work in this section.

.8 Yarmouth Ferry Terminal Main Terminal Building, Yarmouth, Nova Scotia, Prepared for SuperClean, Prepared by ALL-TECH Environmental Services Limited, dated September 11, 2008.




1.6 SUBMITTALS .1 Submittals in accordance with Section 01 33 00.

.2 Submit proof satisfactory to the Consultant that suitable arrangements have been made to dispose of Asbestos-Containing Material in accordance with requirements of authority having jurisdiction.

.3 Submit Provincial and/or Municipal requirements for Notice of Project Form.

.4 Submit proof of Contractor's Asbestos Liability Insurance.

.5 Submit to the Consultant necessary permits for transportation and disposal of Asbestos-Containing Material and proof that Asbestos-Containing material has been received and properly disposed.


.6 Submit proof satisfactory to the Consultant that all asbestos workers have received appropriate training and education by a competent person in the hazards of asbestos exposure, good personal hygiene, entry and exit from Asbestos Work Area, aspects of work procedures and protective measures while working in Asbestos Work Areas, and the use, cleaning and disposal of respirators and protective clothing.

.7 Submit to the Consultant a copy of the Asbestos Abatement Contractor's valid asbestos abatement certificate.

.8 Submit proof satisfactory to the Consultant that employees have respirator fitting and testing, current to date. Workers must be fit tested with respirator that is personally issued.

.9 Submit to the Consultant an Asbestos Work Plan detailing the Asbestos Work Area, work procedures, environmental and health and safety controls which will be implemented for review and approval prior to commencing Work.

1.7 QUALITY .1 Regulatory Requirements: comply with Federal, ASSURANCE Provincial, and local requirements pertaining to

asbestos, provided that in case of conflict among these requirements or with these specifications, more stringent requirement applies. Comply with regulations in effect at time Work is performed.

.2 Health and Safety: .1 Perform construction occupational health and safety in accordance with Section 01 35 29. .2 Safety Requirements, worker protection:

.1 Protective equipment and clothing that must be worn by workers while in Asbestos Work Area include: .1 Air purifying half-mask

respirator with N-100, R-100 or P-100 particulate filter, personally issued to worker and marked as to efficiency and purpose, suitable for protection against asbestos and acceptable to provincial authority having jurisdiction. The respirator must be fitted so that there is an effective seal between the


respirator and the worker's face, unless the respirator is equipped with a hood or helmet. The respirator must be cleaned, disinfected and inspected after use on each shift, or more often if necessary, when issued for the exclusive use of one worker, or after each use when used by more than one worker. A respirator that has damaged or deteriorated parts to be replaced prior to being used by a worker; and, when not in use, to be stored in a convenient, clean and sanitary location. Establish written procedures regarding the selection, use and care of respirators, and provide a copy of the procedures to and reviewed with each worker who is required to wear a respirator. A worker is not to be assigned to an operation requiring the use of a respirator unless he or she is physically able to perform the operation while using the respirator.

.2 Disposable-type protective clothing that does not readily retain or permit penetration of asbestos fibres. Protective clothing to be provided by the employer and worn by every worker who enters the Asbestos Work Area, and the protective clothing shall consist of a head covering and full body covering that fits snugly at the ankles, wrists and neck, in order to prevent asbestos fibres from reaching the garments and skin under the protective clothing to include suitable footwear, and to be repaired or replaced if torn.

.2 Eating, drinking, chewing, and smoking are not permitted in Asbestos Work Area.


.3 Before leaving Asbestos Work Area, worker must place their protective clothing in a container for dust and waste. Container to be dust tight, suitable for asbestos waste, impervious to asbestos, identified as asbestos waste, cleaned with a damp cloth or a vacuum equipped with a HEPA filter immediately before removal from the work area, and removed from the work area frequently and at regular intervals.

.4 Facilities for washing hands and face will be provided within or close to the Asbestos Work Area.

.5 Confirm workers wash hands and face when leaving Asbestos Work Area.

.6 Confirm that no person required to enter an Asbestos Work Area has facial hair that affects seal between respirator and face.

1.8 WASTE MANAGEMENT .1 Disposal of asbestos waste generated by removal AND DISPOSAL activities must comply with Federal, Provincial

and Municipal regulations. Dispose of asbestos waste in sealed double thickness 6 mil bags or leak proof drums. Label containers with appropriate warning labels.

.2 Provide manifests describing and listing waste created. Transport containers by approved means to licensed landfill for burial.

1.9 EXISTING .1 Notify the Consultant of suspect CONDITIONS asbestos-containing material discovered during

Work and not apparent from Contract Documents. Do not disturb such material pending instructions from the Consultant.

1.10 SCHEDULING .1 Hours of Work: to be determined by the Consultant.

1.11 CONSULTANT’S .1 Before beginning Work, provide the Consultant INSTRUCTIONS satisfactory proof that every worker has had instruction and training in hazards of asbestos

exposure, in personal hygiene and work practices,


and in use, cleaning, and disposal of respirators and protective clothing.

.3 Instruction and training related to respirators includes, following minimum requirements: .1 Fitting of equipment. .2 Inspection and maintenance of equipment. .3 Disinfecting of equipment. .4 Limitations of equipment.

.4 Instruction and training must be provided by a Competent, Worker.

PART 2 - PRODUCTS

2.1 MATERIALS .1 Drop Sheets: .1 Polyethylene: 0.15 mm thick. .2 FR Polyethylene: 0.15 mm thick woven fibre reinforced fabric bonded both sides with polyethylene.

.2 Wetting Agent: 50% polyoxyethylene ester and 50% polyoxyethylene ether mixed with water in a concentration to provide thorough wetting of Asbestos-Containing Material.

.3 Waste Containers: contain waste in two separate containers. .1 Inner container: 0.15 mm thick sealable Polyethylene waste bag. .2 Outer container: sealable metal or fibre type where there are sharp objects included in waste material; otherwise outer container may be sealable metal or fibre type or second 0.15 mm thick sealable Polyethylene bag. .3 Labelling requirements: affix pre-printed cautionary asbestos warning that is visible when ready for removal to disposal site.

.4 Slow - drying sealer: non-staining, clear, water - dispersible type that remains tacky on surface for at least eight (8) hours and designed for purpose of trapping residual asbestos fibres.

.5 Tape: fibreglass - reinforced duct tape suitable for sealing Polyethylene under both dry conditions and wet conditions using Aamended Water.

Town of Yarmouth ASBESTOS ABATEMENT Section 02 82 10 Yarmouth Ferry Terminal MINIMUM PRECAUTIONS Page 9 Work Package 1 190221 – SP100 January 2020 PART 3 - EXECUTION

3.1 PROCEDURES .1 Do construction occupational health and safety in accordance with Section 01 35 29 - Health and Safety Requirements.

.2 Before beginning Work, isolate the Asbestos Work Area using, minimum, preprinted cautionary asbestos warning signs in both official languages that are visible at access routes to Asbestos Work Area. .1 Remove visible dust from surfaces in the Asbestos Work Area where dust is likely to be disturbed during course of Work. .2 Use HEPA Vacuum or damp cloths where damp cleaning does not create a hazard and is otherwise appropriate. .3 Do not use compressed air to clean up or remove dust from any surface.

.3 Prevent spread of dust from Asbestos Work Area using measures appropriate to work to be done.

.4 Use FR Polyethylene drop sheets over flooring such as carpeting that absorbs dust and over flooring in Asbestos Work Area where dust and contamination cannot otherwise be safely contained. Do not reuse drop sheets.

.5 Wet materials containing asbestos to be cut, ground, abraded, scraped, drilled, or otherwise disturbed unless wetting creates hazard or causes damage.

.1 Use garden reservoir type low - velocity fine - mist Sprayer. .2 Perform Work to reduce dust creation to lowest levels practicable. .3 Work will be subject to visual inspection and air monitoring. .4 Contamination of surrounding areas indicated by visual inspection or air monitoring will require complete enclosure and clean-up of affected areas at no additional cost to the Contract. .5 Frequently and at regular intervals during Work and immediately on completion of Work:

.6 Dust and waste to be cleaned up and removed using a vacuum equipped with a HEPA filter, or by damp


mopping or wet sweeping, and placed in a waste container.

.7 Wet drop sheets and place in a waste container as soon as practicable. .1 Cleanup:

.1 Place dust and asbestos containing waste in sealed dust-tight waste bags. Treat drop sheets and disposable protective clothing as asbestos waste; wet and fold these items to contain dust, and then place in plastic bags.

.2 Clean exterior of each waste-filled bag using damp cloths or HEPA Vacuum and place in second clean waste bag immediately prior to removal from Asbestos Work Area.

.3 Seal waste bags and remove from site. Dispose of in accordance with requirements of Provincial and Federal Authority having jurisdiction. Supervise dumping and ensure that dump operator is fully aware of hazardous nature of material to be dumped and that the appropriate guidelines and regulations for asbestos disposal are followed.

.4 Perform final thorough clean-up of Work areas and adjacent areas affected by Work using HEPA Vacuum.

.5 Notify the Consultant upon completion of asbestos abatement work.

.8 Air Monitoring: From beginning of Work until completion of cleaning operations the Consultant may collect air samples from within the Asbestos Work Area or outside the Asbestos Work Area.

.9 If air monitoring shows that areas outside work area report fibre levels exceeding 0.01 fibre/cm³, enclose, maintain, and clean these areas in same manner as that applicable to Asbestos Work Area.

.10 The Consultant will conduct final air monitoring as follows: .1 After Asbestos Work Area has passed visual inspection and acceptable coat of lock-down agent has been applied to surfaces within enclosure,


and appropriate setting period has passed, the Consultant will perform air monitoring within Asbestos Work Area. .2 Final air monitoring results must show fibre levels of less than 0.01 fibre/cm³. .3 If air monitoring results show fibre levels in excess of 0.01 fibre/cm³, Contractor to re-clean work area and apply another acceptable coat of lock-down agent to surfaces. .4 Repeat as necessary until fibre levels are less than 0.01 fibre/cm³.

.11 Conduct air sampling from within Asbestos Work Area throughout the duration of the Work in accordance with applicable provincial Occupational Health and Safety Regulations. Use results of air monitoring inside work area to verify the selected respirator type is appropriate. Workers may be required to wear sample pumps for up to full-shift periods. Provide all air testing results to the Consultant within 24hrs of receipt of the results of the testing. .1 If fibre levels are above safety factor of respirators in use, stop abatement, apply means of dust suppression, and use higher safety factor in respiratory protection for persons inside enclosure.

END OF SECTION

Town of Yarmouth ASBESTOS ABATEMENT – Section 02 82 30 Yarmouth Ferry Terminal MAXIMUM PRECAUTIONS Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - General

1.1 DEFINITIONS .1 Airlock: system for permitting ingress or egress without permitting air movement between contaminated area and uncontaminated area, typically consisting of two (2) Curtained Doorways at least 2 m apart.

.2 Amended Water: water with a non-ionic surfactant wetting agent added to reduce water tension to allow wetting of fibres.

.3 Asbestos Abatement Subcontractor: a person, firm, corporation or other entity that is the holder of a valid asbestos abatement contractor's certificate.

.4 Asbestos-Containing Materials (ACMs): materials that contain 0.5% or more asbestos by dry weight and are identified under Existing Conditions Article, including fallen materials and settled dust.

.5 Asbestos Work Area: Area where actual removal of Asbestos-Containing Materials takes place.

.6 Authorized Visitors: the Consultant or their designated representative, and representatives of regulatory agencies.

.7 Equipment and Access Room/Shower Room/Holding Room/Clean Change Room: constituent parts of the Equipment Decontamination Enclosure System as identified on the Project Drawings.

.8 Qualified Worker: in relation to specific Work, means a worker who: .1 Is qualified because of knowledge, training and experience to perform the work. .2 Is familiar with the provincial federal laws and with the provisions of the regulations that apply to the work. .3 Has knowledge of all potential or actual danger to health or safety in the work.

.9 Curtained Doorway: arrangement of closures to allow ingress and egress from one room to another while permitting minimal air movement between rooms, typically constructed as follows:


.1 Place two (2) overlapping sheets of polyethylene over existing or temporarily framed doorway, secure each along top of doorway, secure vertical edge of one sheet along one vertical side of doorway, and secure vertical edge of other sheet along opposite vertical side of doorway. .2 Reinforce free edges of polyethylene with duct tape and weight bottom edge to achieve proper closing. .3 Overlap each polyethylene sheet at openings not less than 1.5 m on each side.

.10 DOP Test: testing method used to determine integrity of Negative Pressure unit using dioctyl phthalate (DOP) HEPA-filter leak test.

.11 Friable Material: material that when dry can be crumbled, pulverized or powdered by hand pressure and includes such material that is crumbled, pulverized or powdered.

.12 HEPA vacuum: High Efficiency Particulate Air filtered vacuum equipment with a filter system capable of collecting and retaining fibres greater than 0.3 microns in any direction at 99.97% efficiency.

.13 Negative Pressure: system that extracts air directly from Asbestos Work Area, filters such extracted air through High Efficiency Particulate Air filtering system, and discharges this air directly outside Asbestos Work Area to exterior of building. .1 System to maintain minimum pressure differential of 5 Pa relative to adjacent areas outside of Asbestos Work Area, be equipped with alarm to warn of system breakdown, and equipped with instrument to continuously monitor and automatically record pressure differences.

.14 Non-Friable Materials: material that when dry cannot be pulverized or powdered by hand pressure.

.15 Occupied Area: any area of building or work site that is outside Asbestos Work Area.

.16 Sprayer: garden reservoir type sprayer or airless spray equipment capable of producing mist or fine spray. Must be appropriate capacity for scope of work.

Town of Yarmouth ASBESTOS ABATEMENT – Section 02 82 30 Yarmouth Ferry Terminal MAXIMUM PRECAUTIONS Page 3 Work Package 1 190221 – SP100 January 2020 1.2 WORK INCLUDED .1 This Section specifies requirements and procedures

for abatement of friable and potentially friable Asbestos-Containing Materials identified in Section 02 81 01 which will be affected by the Work.

.17 Asbestos-Containing Materials and other asbestos affected materials may be found in materials and locations other than those described herein. Include the cost for removing and disposing of all Asbestos-Containing Materials to be affected by the Work in the bid price.

1.3 SUMMARY .1 Comply with requirements of this Section when performing following Work: .1 Removal or disturbance as specified of friable Asbestos Containing Material and other affected materials during the repair, alteration, maintenance or demolition of all or part of a building or any machinery or equipment. .2 Breaking, cutting, drilling, abrading, grinding, sanding or vibrating non-friable Asbestos Containing Material, if the work is done by means of power tools that are not attached to dust-collecting devices equipped with HEPA filters.

.2 Do not allow asbestos fibres to be discharged to the air. Air at and adjacent to the Asbestos Work Area will be monitored by the Consultant and must report asbestos levels not exceeding 0.01 fibres/cm³, as determined by NIOSH Method 7400-A Phase Contrast Microscopy (PCM) report.

1.4 RELATED SECTIONS .1 Hazardous Materials: Section 02 81 01.

.2 Asbestos Abatement – Minimum Precautions: Section 02 82 10.



1.5 REFERENCES .1 Department of Justice Canada (Jus) .1 Canadian Environmental Protection Act, 1999 (CEPA).

.2 Canada Labour Code (R.S.C., 1985, c. L-2)


.1 Canada Occupational Health and Safety Regulations (SOR/86-304).


.4 Nova Scotia Environment: .1 Guideline for Outdoor Work with Asbestos. .2 Guidelines for Maintenance Operations Involving Asbestos. .3 Asbestos in the Workplace: Assessment and Management of Asbestos in the Workplace, November, 2013. .4 Asbestos in the Workplace: A Guide to Removal of Friable Asbestos Containing Materials, November, 2013.

.5 Nova Scotia Environmental Act, 1995, Asbestos Waste Management Regulations, N.S. Reg. 53/95.




.9 Canadian Standards Association (CSA): .1 CSA Z94.4-18, Selection, Use and Care of Respirators.

.10 American Society of Testing and Materials (ASTM): .1 ASTM E1494-18, Standard Practice for Testing Physical Properties of Friable Surfacing Materials.

1.6 SUBMITTALS .1 Provide submittals in accordance with Section 01 33 00 – Submittal Procedures.

.2 Before beginning Work: .1 Obtain the necessary permits for transportation and disposal of Asbestos-Containing Material. Confirm disposal site operator is fully


aware of hazardous nature of material being dumped, and proper methods of disposal. Submit proof satisfactory to the Consultant that suitable arrangements have been made to receive and properly dispose of Asbestos Containing Material at a licensed facility. .2 Submit proof satisfactory to the Consultant that employees have had instruction on hazards of asbestos exposure, respirator use, dress, washing procedures, entry and exit from Asbestos Work Areas, and aspects of work procedures and protective measures. Confirm supervisory personnel have attended asbestos abatement course, of not less than two (2) days duration, approved by the Consultant. Submit proof of attendance in form of certificate. Provide a minimum of one (1) supervisor for every ten (10) workers. .3 Submit an “Asbestos Abatement Work Plan” detailing the Asbestos Work Area, procedures, environmental and health safety controls to be implemented including the layout of proposed enclosures and decontamination facilities to the Consultant for review and approval.

.3 Submit documentation including test results for sealer proposed for use.

.4 Submit provincial and/or local requirements for notice of project form.

.5 Submit proof of asbestos liability insurance.

.6 Submit proof satisfactory to the Consultant and in accordance with CSA Z94.4 as periodically updated, that employees have respirator fitting and testing, current to date. Workers must be fit-tested with respirator that is personally issued.

.7 Submit Worker's Compensation Board status and transcription of insurance.

.8 Submit documentation including test results, fire and flammability data, and Material Safety Data Sheets (MSDS) for chemicals or materials including but not limited to following: .1 Encapsulants; .2 Amended Water; .3 Slow-Drying Sealer.

1.7 QUALITY ASSURANCE .1 Regulatory Requirements: comply with federal,


provincial and local requirements pertaining to asbestos, provided that in case of conflict among those requirements or with these specifications more stringent requirement applies. Comply with regulations in effect at time Work is performed.

.2 Health and Safety: .1 Perform construction occupational health and safety in accordance with Section 01 35 29 – Health and Safety Requirements. .2 Safety requirements: for worker protection:

.1 Protective equipment and clothing to be worn by the workers while in Asbestos Work Area include: .1 Full face piece powered air

purifying respirator (PAPR) with N-100, R-100 or P-100 particulate filter, personally issued to worker and marked as to efficiency and purpose, suitable for protection against asbestos and acceptable to the provincial authority having jurisdiction. Fit respirator so that there is an effective seal between the respirator and the worker's face, unless the respirator is equipped with a hood or helmet. Clean, disinfect and inspect respirator after use on each shift, or more often if necessary. Replace any respirator that has damaged or deteriorated parts prior to being used by a worker; and, when not in use, store in a convenient, clean and sanitary location. Establish written procedures regarding the selection, use and care of respirators, and a copy of the procedures to be provided to and reviewed with each worker who is required to wear a respirator. Do not assign a worker tasks requiring the operation of a respirator unless he or she is physically able to perform the operation while using the respirator.

.2 Disposable-type protective clothing that does not readily retain or permit penetration of


asbestos fibres. Provide protective clothing to every worker who enters the Asbestos Work Area, and the protective clothing shall consist of a head covering and full body covering that fits snugly at the ankles, wrists and neck, in order to prevent asbestos fibres from reaching the garments and skin under the protective clothing to include suitable footwear, and to be repaired or replaced if torn.

.3 Requirements for each worker: .1 Remove street clothes in clean change

room and put on respirator with new filters or reusable filters that have been tested as satisfactory, clean coveralls and head covers before entering Equipment and Access Rooms or Asbestos Work Area. Store street clothes, uncontaminated footwear, towels, and similar uncontaminated articles in clean change room.

.2 Remove gross contamination from clothing before leaving the Asbestos Work Area. Place contaminated work suits in receptacles for disposal with other asbestos - contaminated materials. Leave reusable items except respirator in Equipment and Access Room. Still wearing the respirator proceed naked to showers. Using soap and water wash body and hair thoroughly. Clean outside of respirator with soap and water while showering; remove respirator; remove filters and wet them and dispose of filters in container provided for purpose; and wash and rinse inside of respirator. When not in use in Asbestos Work Area, store work footwear in Equipment and Access Room. Upon completion of asbestos abatement, dispose of footwear as contaminated waste or clean thoroughly inside and out using soap and water before removing from the Asbestos Work Area or from Equipment and Access Room. .1 After showering and drying off,

proceed to clean change room and dress in street clothes at end of


each day's work, or in clean coveralls before eating, smoking, or drinking. If re-entering work area, follow procedures outlined in paragraphs above.

.2 Enter unloading room from outside dressed in clean coveralls to remove waste containers and equipment from Holding Room of Container and Equipment Decontamination Enclosure system. Workers must not use this system as means to leave or enter the Asbestos Work Area.

.4 Eating, drinking, chewing, and smoking are not permitted in the Asbestos Work Area. .5 Ensure workers are fully protected with respirators and protective clothing during preparation of system of enclosures prior to commencing actual asbestos abatement. .6 Provide and post in Clean Change Room the procedures described in this Section. .7 Ensure that no person required to enter an Asbestos Work Area has facial hair that affects seal between respirator and face. .8 Ensure workers wash hands and face when leaving Asbestos Work Area. .9 Visitor Protection:

.1 Provide protective clothing and approved respirators to Authorized Visitors to the Asbestos Work Areas.

.2 Instruct Authorized Visitors in the use of protective clothing and respirators.

.3 Instruct Authorized Visitors in proper procedures to be followed in entering into and exiting from Asbestos Work Areas.

1.8 WASTE .1 Place materials defined as hazardous or toxic in MANAGEMENT AND designated containers. DISPOSAL

.2 Handle and dispose of Hazardous Materials in accordance with the CEPA, TDGA, Regional and Municipal regulations.

.3 Disposal of Asbestos Containing Waste generated by removal activities must comply with Federal, Provincial and Municipal regulations. Dispose of


Asbestos Containing Materials in sealed double thickness 6 mil bags or leak proof drums. Label containers with appropriate warning labels.

.4 Provide to the Consultant copies of all waybills, scale tickets and waste manifests describing and listing waste created. Transport containers by approved means to licensed landfill for burial.

1.9 EXISTING .1 Notify the Consultant of suspect Asbestos CONDITIONS Containing Material discovered during work and not

apparent from Contract Documents. Do not disturb such material until instructed by the Consultant.

1.10 SCHEDULING .1 Hours of Work: to be determined by the Consultant.

1.11 NOTIFICATION .1 Obtain written approval from the Consultant prior to initiation of the following phases of the project: .1 Commencement of Asbestos containing material removal .2 Commencement of sealant application. .3 Dismantling of the enclosure .4 All clean rating given.

1.12 INSTRUCTION .1 Before beginning Work, provide to the Client AND TRAINING Representative satisfactory proof that every worker

has had instruction and training in hazards of asbestos exposure, in personal hygiene including dress and showers, in entry and exit from Asbestos Work Area, in aspects of Work procedures including glove bag procedures, and in use, cleaning, and disposal of respirators and protective clothing.

.2 Instruction and training related to respirators includes, at minimum: .1 Proper fitting of equipment. .2 Inspection and maintenance of equipment. .3 Disinfecting of equipment. .4 Limitations of equipment.

.3 Instruction and training must be provided by competent, qualified person.

.4 Supervisory personnel to complete required training.

Town of Yarmouth ASBESTOS ABATEMENT – Section 02 82 30 Yarmouth Ferry Terminal MAXIMUM PRECAUTIONS Page 10 Work Package 1 190221 – SP100 January 2020 PART 2 - PRODUCTS

2.1 MATERIALS .1 Polyethylene sheeting sealed with tape: Polyethylene sheeting of a minimum of 0.15mm thick sealed with tape along edges, around penetrating objects, over cuts and tears, and elsewhere as required to provide continuous polyethylene membrane to protect underlying surfaces from water damage or damage by sealants, and to prevent escape of asbestos fibres through sheeting into clean area.

.2 FR polyethylene: minimum 0.15 mm thick, woven fibre reinforced fabric bonded both sides with polyethylene.

.3 Tape: fibreglass - reinforced duct tape suitable for sealing polyethylene under both dry conditions and wet conditions using Amended Water.

.4 Wetting agent: 50% polyoxyethylene ester and 50% polyoxyethylene ether, or other material approved by the Consultant, mixed with water in concentration to provide adequate penetration and wetting of Asbestos Containing Material.

.5 Asbestos Containing Material containers: Metal or fibre - type acceptable to disposal site operator with tightly fitting covers and 0.15 mm minimum thickness sealable polyethylene liners. .1 Label containers in accordance with the requirements of the authority having jurisdiction or in the absence of any requirements, in accordance with the Occupational Safety and Health Administration, United States Department of Labour (OSHA) Asbestos Regulations 29 CFR 1910.1001.

.6 Encapsulants: surface film forming, penetrating type, waterbased, conforming to ASTM E1494 and approved by the Fire Commissioner of Canada.

.7 Sprayed fireproofing: ULC labelled and listed asbestos-free cementitious mineral fibre or thermal protection required by current NBC standards.

.8 Glove bag: .1 Acceptable materials: Safe-T-Strip products in configuration suitable for Work, or alternative material approved by the Consultant. .2 Equip glove bag with: .3 Sleeves and gloves that are permanently sealed to the body of the bag to allow the worker to access and deal with the insulation and maintain a sealed enclosure throughout the Work.

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.4 Valves or openings to allow insertion of a vacuum hose and the nozzle of a water sprayer while maintaining the seal to the pipe, duct or similar structure. .5 A tool pouch with a drain. .6 A seamless bottom and a means of sealing off the lower portion of the bag. .7 A high strength double throw zipper and removable straps, if the bag is to be moved during the removal operation.

.9 Slow-drying sealer: Non-staining, clear, water-dispersible type that remains tacky on surface for at least eight (8) hours and designed for the purpose of trapping residual asbestos fibres. Sealer to have flame spread and smoke development rating less than 50 and be compatible with new fireproofing.

.10 Waste containers: to contain waste in two (2) separate containers: .1 Inner container: 0.15 mm thick sealable polyethylene bag or where glove bag method is used, glove bag itself. .2 Outer container: sealable metal or fibre type where there are sharp objects included in waste material; otherwise outer container may be sealable metal or fibre type or second 0.15 mm thick sealable polyethylene bag. .3 Labelling requirements: affix preprinted cautionary asbestos warning that is visible when ready for removal to disposal site. Label containers in accordance with applicable asbestos regulations.

PART 3 - EXECUTION

3.1 PREPARATION .1 Asbestos Work Areas: .4 Shut off and isolate air handling and ventilation systems to prevent fibre dispersal to other building areas during work phase. Conduct smoke tests to confirm that duct work is airtight. Seal and caulk joints and seams of active return air ducts within Asbestos Work Area. .5 Objects to be salvaged for re-use must be decontaminated and verified to be adequately clean and free of Asbestos Containing Material, debris and dust and removed from Asbestos Work Area to a temporary location as determined by the Consultant. .6 Clean Asbestos Work Area using, where practicable, HEPA filtered vacuum cleaning equipment. If not practicable, use wet cleaning


method. Do not use methods that raise dust, such as dry sweeping, or vacuuming using other than HEPA vacuum equipment. .7 Prevent the spread of dust from the Asbestos Work Area by using enclosures of polyethylene. .8 Put negative pressure system in operation and operate continuously from time first polyethylene is installed to seal openings until final completion of Work including final cleanup. Maintain a minimum negative air pressure of 0.02 inches (5 Pa) of water, relative to the area outside the enclosed area. Provide continuous monitoring of pressure difference using automatic recording instrument system. Provide copies of the negative pressure monitoring results to the Consultant. Have the system inspected and maintained by a Qualified Worker prior to each use to confirm there is no air leakage. If the filter is found to be damaged or defective, replace before the ventilation system is used. .9 Seal off openings such as corridors, doorways, windows, skylights, ducts, grilles, and diffusers, with polyethylene sheeting sealed with tape. .10 Cover floor and wall surfaces with polyethylene sheeting, sealed with tape. .11 Build Airlocks at entrances to and exits from other areas so that Asbestos Work Area is always closed off by one Curtained Doorway when workers enter or exit. .12 Where practicable a transparent window must be installed in an enclosure to allow observation inside the work site during asbestos abatement activities. .13 At each access to Asbestos Work Area install warning signs in upper case "Helvetica Medium" letters reading as follows where number in parentheses indicates font size to be used: "CAUTION ASBESTOS HAZARD AREA (25 mm) NO UNAUTHORIZED ENTRY (19 mm) WEAR ASSIGNED PROTECTIVE EQUIPMENT (19 mm) BREATHING ASBESTOS DUST MAY CAUSE SERIOUS BODILY HARM (7 mm)". .14 After Asbestos Work Area isolation, remove heating, ventilating, and air conditioning filters, pack in sealed plastic bags 0.15 mm minimum thick and treat as contaminated Asbestos Containing Material. Remove ceiling - mounted objects such as lights, partitions, other fixtures not previously sealed off, and other objects that interfere with asbestos removal, as directed by the Consultant. Use localized water spraying during fixture removal


to reduce fibre dispersal. .15 Maintain emergency and fire exits from Asbestos Work Areas, or establish alternative exits satisfactory to the authority having jurisdiction. .16 Where application of water is required for wetting Asbestos-Containing Materials, shut off electrical power, provide 24 volt safety lighting and ground fault interrupter circuits on power source for electrical tools, in accordance with applicable CSA Standard. Perform safe installation of electrical lines and equipment.

.11 Worker Decontamination Enclosure System: .1 Worker Decontamination Enclosure System includes Equipment and Access Room, Shower Room, and Clean Room, as follows:

.1 Equipment and Access Room: build Equipment and Access Room and Shower Room on-site, in an area approved by the Consultant, with two (2) Curtained Doorways, one (1) to Shower Room and one (1) to outside. Install portable toilet, waste receptor, and storage facilities for workers' shoes and protective clothing to be re-worn in work areas. Build Equipment and Access Room large enough to accommodate specified facilities, other equipment needed, and at least one (1) worker allowing him/her sufficient space to undress comfortably.

.2 Shower Room: build Shower Room between Clean Room and Equipment and Access Room, with two (2) Curtained Doorways, one (1) to Clean Room and one (1) to Equipment and Access Room. Provide one (1) shower for every five (5) workers. Provide soap, clean towels, and appropriate containers for disposal of used respirator filters. Capture and dispose of wastewater off site.

.3 Clean Room: build Clean Room between Shower Room and clean areas outside of enclosures, with two (2) Curtained Doorways, one (1) to outside of enclosures and one to Shower Room. Provide lockers or hangers and hooks for workers' street clothes and personal belongings. Provide storage for clean protective clothing and respiratory equipment. Install mirror to permit


workers to fit respiratory equipment properly.

.12 Container and Equipment Decontamination Enclosure System: .1 Container and Equipment Decontamination Enclosure System consists of: Staging Area, Washroom, Holding Room, and Unloading Room. Purpose of system is to provide means to decontaminate waste containers, scaffolding, waste and material containers, vacuum and spray equipment, and other tools and equipment for which the Worker Decontamination Enclosure System is not suitable.

.1 Staging Area: in consultation with the Consultant designate a Staging Area for gross removal of dust and debris from waste containers and equipment, labelling and sealing of waste containers, and temporary storage pending removal to Washroom. Equip Staging Area with Curtained Doorway to Washroom.

.2 Washroom: bring designated washroom onto site and place between Staging Area and Holding Room with two (2) Curtained Doorways, one (1) to Staging Area and one (1) to Holding Room. Provide high - pressure low - volume sprays for washing of waste containers and equipment. Capture wastewater and dispose of off-site.

.3 Holding Room: in consultation with the Consultant designate a holding Room between Washroom and Unloading Room, with two (2) Curtained Doorways, one to Washroom and one (1) to Unloading Room. Build Holding Room sized to accommodate at least two (2) waste containers and largest item of equipment used.

.4 Unloading Room: build Unloading Room between Holding Room and outside, with two (2) Curtained Doorways, one (1) to Holding Room and one (1) to outside.

.13 Construction of Decontamination Enclosures: .1 Build suitable framing for enclosures (or use existing rooms where convenient), and line with polyethylene sheeting sealed with tape. .2 Build Curtained Doorways between enclosures so that when people move through or when waste containers and equipment are moved through doorway,


one of two closures comprising doorway always remains closed.

.14 Maintenance of Enclosures: .1 Maintain enclosures in tidy condition. .2 Confirm barriers and polyethylene linings are effectively sealed and taped. Repair damaged barriers and remedy defects immediately upon discovery. .3 Visually inspect enclosures at beginning of each working period. .4 Use smoke methods to test effectiveness of barriers when directed by the Consultant.

.15 Do not begin Asbestos Abatement Work until: .1 Arrangements have been made for disposal of waste. .2 For wet stripping techniques, arrangements have been made for containing, filtering, and disposal of waste water. .3 Work areas and decontamination enclosures are effectively segregated. .4 Tools, equipment, and materials waste containers are on hand. .5 Arrangements have been made for building security. .6 Warning signs are displayed where access to contaminated areas is possible. .7 Notifications have been completed and other preparatory steps have been taken. .8 Submit layouts of proposed enclosures, decontamination facilities and negative air systems to be inspected to the Consultant for review. .9 Enclosures, decontamination facilities and negative air systems have been inspected by Consultant. .10 Authorization to proceed has been provided by the Consultant.

3.2 SUPERVISION .1 Provide a minimum of one (1) supervisor for every ten (10) workers.

.16 Approved supervisor must remain within Asbestos Work Area at all times during disturbance, removal, or other handling of Asbestos-Containing Materials.

3.3 ASBESTOS REMOVAL .1 Before removing asbestos: .1 Prepare site as specified herein. .2 Spray Asbestos Containing Material with water containing specified wetting agent, using airless


spray equipment capable of providing "mist" application to prevent release of fibres. Saturate Asbestos Containing Material sufficiently to wet it to substrate without causing excess dripping. Spray Asbestos Containing Material repeatedly during work process to maintain saturation and to minimize asbestos fibre dispersion.

.17 Remove saturated Asbestos Containing Material in small sections. Do not allow saturated asbestos to dry out. As it is being removed pack material in sealable plastic bags 0.15 mm minimum thick and place in labelled containers for transport.

.18 Seal filled containers. Clean external surfaces thoroughly by wet sponging. Remove from immediate working area to Staging Area. Clean external surfaces thoroughly again by wet sponging before moving containers to decontamination Washroom. Wash containers thoroughly in decontamination Washroom, and store in Holding Room pending removal to Unloading Room and outside. Remove containers from Holding Room by workers who have entered from uncontaminated areas dressed in clean coveralls.

.19 After completion of stripping Work, wire brush and apply a wet-sponge to surfaces from which asbestos has been removed to remove visible material. During this Work keep surfaces wet.

.20 After removing all asbestos, wet clean entire work area including Equipment and Access Room and equipment used in process. After 24 hour period to allow for dust settling, wet clean these areas and objects again. During this settling period, no entry, activity or ventilation will be permitted. After inspection by the Consultant, apply continuous coat of slow-drying sealer (lock-down agent) to surfaces of work area. Allow at least 24 hours with no entry, activity, ventilation or disturbance other than operation of negative pressure units during this period.

.21 Work is subject to visual inspection and air monitoring by the Consultant. Contamination of surrounding areas indicated by visual inspection or air monitoring will require complete enclosure and clean-up of affected areas at no additional cost to the Contract.

.22 Cleanup: .1 Frequently during Work and immediately after completion of Work, clean up dust and Asbestos Containing Waste using HEPA vacuum or by damp


mopping. .2 Place dust and Asbestos Containing Materials in sealed dust tight waste bags. Treat drop sheets and disposable protective clothing as Asbestos Containing Material and wet and fold to contain dust and then place in waste bags. .3 Immediately before their removal from Asbestos Work Area and disposal, clean each filled waste bag using damp cloths or HEPA vacuum and place in second clean waste bag. .4 Seal and remove double bagged waste from site. Dispose of in accordance with requirements of provincial and federal authority having jurisdiction. Supervise dumping and ensure that disposal site operator is fully aware of hazardous nature of material to be dumped and that guidelines and regulations for asbestos disposal are followed. .5 Perform final thorough clean-up of Asbestos Work Areas and adjacent areas affected by Work using HEPA vacuum.

3.4 FINAL CLEANUP .1 Following cleaning specified above, and when the Consultant's air sampling shows that asbestos levels on both sides of seals do not exceed 0.01 fibres/cc as determined by membrane filter method at 400-500X magnification phase contrast illumination, as described in NIOSH 94-113 or equivalent, proceed with final cleanup.

.2 Workers involved in cleanup and onlookers must use personnel protective equipment and respiratory protection.

.3 Remove polyethylene sheet by rolling it away from walls to centre of Asbestos Work Area. Vacuum visible asbestos containing particles observed during cleanup, immediately, using HEPA vacuum equipment.

.4 Place polyethylene seals, tape, cleaning material, clothing, and other contaminated waste in plastic bags and sealed labelled waste containers for transport.

.5 Clean-up Asbestos Work Area, Equipment and Access Room, Washroom, and other contaminated enclosures.

.6 Clean-up sealed waste containers and equipment used in Work and remove from Asbestos Work Areas, via Container and Equipment Decontamination Enclosure System, at appropriate time in cleaning sequence.

.7 Conduct final check to confirm that no dust or debris remains on surfaces as result of dismantling


operations. The Consultant may carry out air-monitoring again to ensure that asbestos levels in building do not exceed 0.01 fibres/cc. Repeat cleaning using HEPA vacuum equipment, or wet cleaning methods where feasible, in conjunction with sampling until levels meet this criteria.

.8 As Work progresses, and to prevent exceeding available storage capacity on site, remove sealed and labelled containers containing Asbestos Containing Material and dispose of authorized disposal area in accordance with requirements of disposal authority. Confirm each shipment of containers transported to dump is accompanied by Contractor's representative and that dumping is done in accordance with governing regulations.

3.5 RE-ESTABLISHMENT .1 When Clean-up is complete: OF OBJECTS AND .1 Re-establish objects and furniture moved to SYSTEMS temporary locations in the course of Work to

their proper positions. .2 Re-secure mounted objects removed in course

of Work to their former positions. .3 Re-establish mechanical and electrical

systems in proper working order. Install new filters.

.4 Repair or replace objects damaged in the course of the Work as directed by the Owner.

3.6 AIR MONITORING .1 Air monitoring to be carried out in accordance with applicable guidelines and regulations.

.2 From beginning of Work until completion of cleaning operations the Consultant may collect air samples from within the Asbestos Work Area or outside the Asbestos Work Area.

.3 If air monitoring shows that areas outside work area report fibre levels exceeding 0.01 fibre/cm³, enclose, maintain, and clean these areas in same manner as that applicable to Asbestos Work Area.

.4 Monitor air inside enclosure in accordance with applicable Provincial Occupational accordance Health and Safety Regulations throughout the duration of the Work. Use results of air monitoring inside work area to verify selected respirators are appropriate. Workers may be required to wear sample pumps for up to full-shift periods. Provide all air


testing results to the Consultant within 24hrs of receipt of the results of the testing.

.5 If fibre levels are above safety factor of respirators in use, stop abatement, apply means of dust suppression, and use higher safety factor in respiratory protection for persons inside enclosure.

.6 The Consultant will conduct final air monitoring as follows: .1 After Asbestos Work Area has passed visual

inspection and acceptable coat of lock-down agent has been applied to surfaces within enclosure, and appropriate setting period has passed, the Consultant will perform air monitoring within Asbestos Work Area.

.2 Final air monitoring results must show fibre levels of less than 0.01 fibre/cm³.

.3 If air monitoring results show fibre levels in excess of 0.01 fibre/cm³, re-clean work area and apply another acceptable coat of lock-down agent to surfaces.

.4 Repeat as necessary until fibre levels are less than 0.01 fibre/cm³.

.7 Monitor air inside enclosure in accordance with applicable Provincial Occupational accordance Health and Safety Regulations throughout the duration of the Work. Use results of air monitoring inside work area to verify selected respirators are appropriate. Workers may be required to wear sample pumps for up to full-shift periods. Provide all air testing results to the Consultant within 24hrs of receipt of the results of the testing. .1 If fibre levels are above safety factor of

respirators in use, stop abatement, apply means of dust suppression, and use higher safety factor in respiratory protection for persons inside enclosure.

3.7 INSPECTION .1 Perform inspection of Asbestos Work Area to confirm compliance with specification and governing authority requirements. Deviations from these requirements that have not been approved in writing by the Consultant may result in Work stoppage, at no additional cost to the Contract.

.2 The Consultant may inspect Work for:


.1 Adherence to specific procedures and materials.

.2 Final cleanliness and completion.

.3 No additional costs will be allowed by Contractor for additional labour or materials required to provide specified performance level.

.3 When asbestos leakage from Asbestos Work Area has occurred or is likely to occur the Consultant may order Work shutdown.

.4 No additional costs will be allowed by Contractor for additional labour or materials required to provide specified performance level, or remedy the situation to the satisfaction of the Consultant.

END OF SECTION

Town of Yarmouth LEAD BASED PAINT Section 02 83 11 Yarmouth Ferry Terminal ABATEMENT– Page 1 Work Package 1 INTERMEDIATE 190221 – SP100 PRECAUTIONS January 2020

PART 1 - General

1.1 DEFINITIONS .1 HEPA vacuum: High Efficiency Particulate Air filtered vacuum equipment with filter system capable of collecting and retaining fibres greater than 0.3 microns in any direction at 99.97% efficiency.

.2 Authorized Visitors: the Consultant or their designated representative, representatives of regulatory agencies.

.3 Occupied Area: areas of building or work site that is outside Lead Work Area.

.4 Sprayer: garden reservoir type sprayer or airless spray equipment capable of producing mist or fine spray. Must be appropriate capacity for scope of work.

.5 Airlock: ingress or egress system, without permitting air movement between contaminated area and uncontaminated area. Consisting of two (2) Curtained Doorways at least 2 m apart.

.6 Curtained Doorway: arrangement of closures to allow ingress and egress from one room to another. Typically constructed as follows: .1 Place two overlapping polyethylene sheets over existing or temporarily framed doorway, securing each along top of doorway, securing vertical edge of one sheet along one vertical side of doorway, and secure other sheet along opposite vertical side of doorway. .2 Reinforce free edges of polyethylene with duct tape and add weight to bottom edge to ensure proper closing. .3 Overlap each polyethylene sheet at openings 1.5 m on each side.

.7 Action level: employee exposure, without regard to usage of respirators, to an airborne concentration of lead of 50 micrograms per cubic meter of air calculated as 8 hour time-weighted average (TWA). Intermediate precautions for lead abatement are based on lead airborne lead concentrations greater than 0.05 milligrams per cubic meter of air within the Lead Work Area.


.8 Competent Person: a Consultant capable of identifying existing lead hazards in workplace and taking corrective measures to eliminate them.

.9 Lead Work Area: area where Work takes place in which lead is being removed and disposed of.

.10 Equipment and Access Room/Shower Room/Holding Room/Clean Change Room: constituent parts of the Equipment Decontamination Enclosure System as identified on the Project Drawings.

1.2 SUMMARY .1 Sources and quantities, Lead based paints are identified in the reports referenced herein.

.2 Paints with elevated metals may be found in locations other than those described herein. Include the cost of the removal and disposal of all hazardous materials in the bid price.

.3 Comply with requirements of this Section when performing removal and disposal of lead based paint present in the subject buildings which will be affected by the Project Work including: .1 Removal of lead based and mercury paints by scraping or sanding using non-powered hand tools. .2 Manual demolition of lead painted building components by striking wall with sledgehammer or similar tool. .3 Removal of lead based paint using power tools with an effective dust collection system equipped with HEPA filter.



1.4 REFERENCES .1 Department of Justice Canada: .1 Canadian Environmental Protection Act, 1999 (CEPA).

.2 Health Canada: .1 Workplace Hazardous Materials Information System (WHMIS), Material Safety Data Sheets (MSDS).


.3 Canada Occupational Health and Safety Regulations Part X, Hazardous Substances, SOR/2002-208, Under Canada Labour Code

.4 Canadian Standards Association (CSA): .1 CSA Z94.4-18, Selection, Use and Care of

Respirators.


.6 U.S. Environmental Protection Agency (EPA): .1 EPA 747-R-95-007-1995, Sampling House Dust for Lead.

.7 U.S. Department of Health and Human Services/Centers for Disease Control and Prevention/National Institute for Occupational Safety and Health (NIOSH) .1 NIOSH 94-113 - NIOSH Manual of Analytical Methods (NMAM), 4th Edition (1994).

.8 U.S. Department of Labour - Occupational Safety and Health Administration (OSHA) - Toxic and Hazardous Substances .1 Lead in Construction Regulation - 29 CFR 1926.62-1993.

.9 Underwriters' Laboratories of Canada (ULC)

.10 Government of Nova Scotia: .1 Code of Practice: Working with Inorganic Lead, June 17, 2011. .2 Guidelines for Disposal of Contaminated Soils in Landfills, May 10, 2016, Nova Scotia Department of Environment.

.11 Government of Ontario - Guideline Lead on Construction Projects, September 2004.






1.5 ACTION AND .1 Provide submittals in accordance with Section 01 INFORMATIONAL 33 00 – Submittal Procedures. SUBMITTALS

.2 Provide proof satisfactory to the Consultant that suitable arrangements have been made to dispose of lead based paint waste in accordance with requirements of authority having jurisdiction.

.3 Provide provincial requirements for notice of project norm.

.4 Provide proof of Contractor's General and Environmental Liability Insurance.

.5 Quality Control: .1 Provide the Consultant necessary permits for transportation and disposal of lead based paint waste and proof that it has been received and properly disposed. .2 Provide proof satisfactory to the Consultant that employees have had instruction on hazards of lead exposure, respirator use, dress, entry and exit from the Lead Work Area, and aspects of work procedures and protective measures. .3 Provide proof that supervisory personnel have attended lead abatement course, of not less than two (2) days duration, approved by the Consultant. Provide a minimum of one (1) supervisor for every ten (10) workers.

.6 Product data: .1 Provide documentation including test results, fire and flammability data, and Material Safety Data Sheets (MSDS) for chemicals or materials including:

.1 Encapsulants.

.2 Amended water.

.3 Slow drying sealer.

Town of Yarmouth LEAD BASED PAINT Section 02 83 11 Yarmouth Ferry Terminal ABATEMENT– Page 5 Work Package 1 INTERMEDIATE 190221 – SP100 PRECAUTIONS January 2020 1.6 QUALITY ASSURANCE .1 Regulatory Requirements: comply with Federal,

Provincial and local requirements pertaining to lead paint, in case of conflict among those requirements or with these specifications more stringent requirement applies. Comply with regulations in effect at time Work is performed.

.2 Health and Safety: .1 Do construction occupational health and safety as specified herein. .2 Safety Requirements for worker and visitor protection: .1 Protective equipment and clothing to be worn

by workers and visitors in the Lead Work Area includes: .1 Respirator NIOSH approved and equipped

with filter cartridges with assigned protection factor of 50, acceptable to authority having jurisdiction. Suitable for type of lead and level of lead dust exposure in Lead Work Area. Provide sufficient filters so workers can install new filters following disposal of used filters and before re-entering contaminated areas.

.2 Provide disposable type protective clothing that does not readily retain or permit skin contamination, consisting of full body covering including head covering with snug fitting cuffs at wrists, ankles, and neck.

.3 Requirements for workers: .1 Remove street clothes in Clean Change Room and put on respirator with new filters or reusable filters, clean coveralls and head covers before entering Equipment and Access Rooms or Lead Work Area. Store street clothes, uncontaminated footwear, towels, and similar uncontaminated articles in clean change room. .2 Remove gross contamination from clothing before leaving Lead Work Area. Place contaminated work suits in receptacles for disposal with other lead - contaminated materials. Leave reusable items except respirator in Equipment and Access Room. When not in use in Lead Work Area, store work footwear in Equipment and Access Room. Upon completion of lead abatement, dispose of footwear as contaminated waste or clean thoroughly inside and out using soap and water before removing from Lead Work Area.


.3 Enter unloading room from outside dressed in clean coveralls to remove waste containers and equipment from Holding Room of Container and Equipment Decontamination Enclosure system. Workers not to use this system as means to leave or enter work area.

.4 Eating, drinking, chewing, and smoking are not permitted in the Lead Work Area.

.5 Ensure workers are fully protected with respirators and protective clothing during preparation of system of enclosures prior to commencing actual lead abatement.

.6 Ensure workers wash hands and face when leaving Lead Work Area.

.7 Provide and post in Clean Change Room and in Equipment and Access Room the procedures described in this Section, in both official languages.

.8 Do not allow any person to enter Lead Work Area that has facial hair that affects seal between respirator and face.

.9 Visitor Protection: .1 Provide protective clothing and approved respirators to Authorized Visitors to the Lead Work Areas. .2 Instruct Authorized Visitors in use of protective clothing, respirators and procedures. .3 Instruct Authorized Visitors in proper procedures to be followed when entering into and exiting from the Lead Work Area.

1.7 WASTE MANAGEMENT .1 Separate waste materials for recycling in accordance AND DISPOSAL with the regulations of the authority having

jurisdiction.

.2 Handle and dispose of hazardous materials in accordance with CEPA, TDGA, regional and municipal regulations.

.3 Disposal of lead waste generated by removal activities must comply with federal and provincial regulations. Dispose of lead waste in sealed double


thickness 6 mil bags or leak proof drums. Label containers with appropriate warning labels.

.4 Provide manifests describing and listing waste created. Transport containers by approved means to licensed landfill for burial.

1.8 EXISTING .1 Reports and information pertaining to lead based CONDITIONS paint and lead dust to be handled, removed, or

otherwise disturbed and disposed of during this Project are listed in the reports referenced herein.

.2 Notify the Consultant of lead based paint discovered during Work and not apparent from drawings, specifications, or report pertaining to Work. Do not disturb such material until instructed by the Consultant.

1.9 SCHEDULING .1 Not later than two (2) days before beginning Work on this Project notify the following in writing, where appropriate: .1 Appropriate Regional or Zone Director of Medical Services Branch, Health Canada. .2 Provincial Ministry of Labour. .3 Disposal Authority.

.2 Inform sub trades of presence of lead-containing materials identified in Existing Conditions.

.3 Provide the Consultant a copy of notifications prior to start of Work.

.4 Hours of Work: to be determined by the Consultant.

PART 2 - PRODUCTS

2.1 MATERIALS .1 Polyethylene: 0.15 mm unless otherwise specified; in sheet size to minimize joints.

.2 FR polyethylene: 0.15 mm woven fibre reinforced fabric bonded both sides with polyethylene.


.3 Tape: fibreglass - reinforced duct tape suitable for sealing polyethylene under dry conditions and wet conditions using amended water.

.4 Lead waste containers: metal type acceptable to dump operator with tightly fitting covers and 0.15 mm sealable polyethylene liners. .1 Label containers with pre-printed bilingual cautionary Warning Lead clearly visible when ready for removal to disposal site.

PART 3 - EXECUTION

3.1 SUPERVISION .1 Approved supervisor must remain within Lead Work Area during disturbance, removal, or other handling of lead based paints.

3.2 PREPARATION .1 Remove and wrap items to be salvaged or reused, and transport and store in area specified by the Consultant.

.2 Lead Work Area: .1 Seal off openings, corridors, doorways, windows, skylights, ducts, grilles, and diffusers, with polyethylene sheeting sealed with tape. .2 Cover floor surfaces in Lead Work Area below where loose and flaking is to be removed with FR polyethylene drop sheets to collect flaking paint. .3 Build airlocks at entrances and exits from Lead Work Area to ensure Lead Work Areas are always closed off when workers enter or exit. .4 At point of access to Lead Work Areas install warning signs in both official languages in upper case "Helvetica Medium" letters reading as follows where number in parentheses indicates font size to be used: .1 CAUTION LEAD HAZARD AREA (25 mm). .2 NO UNAUTHORIZED ENTRY (19 mm). .3 WEAR ASSIGNED PROTECTIVE EQUIPMENT AND

RESPIRATOR (19 mm). .4 BREATHING LEAD CONTAMINATED DUST CAUSES

SERIOUS BODILY HARM (7 mm). .5 Maintain emergency and fire exits from Lead

Work Area or establish alternative exits satisfactory to Authority having jurisdiction.


.6 Where water application is required for wetting lead containing materials, provide temporary water supply by use of appropriately sized hoses for application of water as required.

.7 Provide electrical power and shut off for operation of powered tools and equipment. Provide 24 volt safety lighting and ground fault interrupter circuits on power source for electrical tools, in accordance with applicable CSA Standard. Ensure safe installation of electrical lines and equipment.

3.3 LEAD - BASE .1 Perform removal of lead based paint by scraping or PAINT ABATEMENT by sanding using non-powered hand tools, or manual

demolition of lead-painted building components by striking a wall with sledgehammer or similar tool.

.2 Remove lead based paint in small sections and pack as it is being removed in sealable 0.15 mm plastic bags and place in labelled containers for transport.

.3 Seal filled containers. Clean external surfaces thoroughly by wet sponging. Remove from immediate Lead Work Area to Staging Area. Clean external surfaces thoroughly again by wet sponging before moving containers to decontamination Washroom. Wash containers thoroughly in decontamination Washroom, and store in Holding Room pending removal to Unloading Room and outside. Remove containers from Holding Room by workers who have entered from uncontaminated areas dressed in clean coveralls.

.4 After completion of stripping Work, wire brush and wet sponge surface from which lead based paint has been removed to remove visible material. During this Work keep surfaces wet.

.5 Separation of Lead Work Areas from Occupied Areas .1 Barriers between Lead Work Area and occupied

area to be constructed as follows: .1 Construct floor to ceiling lumber or

metal stud framing, cover with polyethylene sheeting and seal with duct tape. Apply plywood over polyethylene sheeting. Seal plywood joints and between adjacent materials with surface


film forming sealer, to create airtight barrier.

.2 Cover plywood with polyethylene sheeting and seal with duct tape.

.6 Maintenance of Enclosures: .1 Maintain enclosures in clean condition. .2 Ensure barriers and polyethylene linings are

effectively sealed and taped. Repair damaged barriers and remedy defects immediately.

.3 Visually inspect enclosures at beginning of each work day.

3.4 INSPECTION .1 The Consultant will perform and inspection to confirm compliance with specification and governing authority requirements. Deviations from these requirements not approved in writing by the Consultant will result in Work stoppage, at no additional cost to the Contract.

.2 The Consultant will inspect Work for: .1 Adherence to specific procedures and

materials. .2 Final cleanliness and completion. .3 No additional costs will be allowed by

Contractor for additional labour or materials required to provide specified performance level.

3.5 FINAL CLEANUP .1 Remove polyethylene sheet by rolling it away from walls to centre of Lead Work Area. Vacuum visible lead containing particles observed during cleanup, immediately, using HEPA vacuum equipment.

.2 Place polyethylene seals, tape, cleaning material, clothing, and other contaminated waste in plastic bags and sealed labelled waste containers for transport.

.3 Clean-up Lead Work Areas, and other contaminated enclosures.

.4 Clean-up sealed waste containers and equipment used in Work and remove from Lead Work Areas, Enclosure System, at appropriate time in cleaning sequence.


.5 Conduct final check to confirm no dust or debris remains on surfaces as result of dismantling operations.

.6 Repair or replace objects damaged in course of Work to their original state or better, as directed by the Consultant.

END OF SECTION

Town of Yarmouth MISCELLANEOUS Section 02 85 14 Yarmouth Ferry Terminal HAZARDOUS MATERIALS Page 1 Work Package 1 ABATEMENT 190221 – SP100 January 2020

PART 1 - General

1.1 SUMMARY .1 Remove and dispose of all lead, mercury, PCB, ODS and silica containing materials, as identified in Section 02 81 01 and in the referenced reports, which are to be affected by the Project Work. Quantities, where presented, are estimated. Accurately verify/calculate the amount of lead, mercury, PCB, ODS and silica containing materials which may be affected by the Work in the bid price. Materials containing lead, mercury, PCBs, ODS and silica may be present in other parts of the building. Locate, handle, remove and dispose of all materials to be affected by the Work appropriately.

.2 Comply with requirements of this Section when performing the following Work: .1 Handling, packaging, and transferring materials containing lead, mercury, PCB, ODS and silica as noted in Section 02 81 01. .2 Spill response: conduct spill response training and have a plan in place and maintain sufficient equipment and materials on-site to respond to a discharge of materials which occurs during waste handling.


.2 Asbestos Abatement - Minimum Precautions: Section 02 82 10.



1.3 REFERENCE .1 Handbook on PCBs in Electrical Equipment, Environment Canada, 1988.

.2 Guidelines for the management of waste containing Polychlorinated Biphenyl (PCBs), EPS 9/HA/1, September 1989.

.3 Identification of Lamp Ballasts Containing PCBs, Environment Canada's Document (EPS2/CC/2, August 1991).


.4 Canadian Council of Ministers of the Environment Canada-Wide Standard for Mercury Containing Lamps, 2001.

.5 Canada Occupational Health and Safety Regulations Part X, Hazardous Substances, SOR/2002-208, Under Canada Labour Code


.7 Canada Occupational Health and Safety Regulations, SOR/86-304

.8 Canadian Environmental Protection Act, 1999 (SC 1999, C 33)

.9 Nova Scotia Silica Exposure Limits.

.10 Ontario Ministry of Labour, Occupational Health and Safety Branch. April 2011. Guidelines - Silica on Construction Projects.

.11 Guidelines for Disposal of Contaminated Solids in Landfills, May 10, 2016, Nova Scotia Department of Environment.

.12 Solid Waste-Resource Management Regulations, Nova Scotia Department of Environment.





1.4 REMOVAL .1 Use qualified electricians for removal of

Town of Yarmouth MISCELLANEOUS Section 02 85 14 Yarmouth Ferry Terminal HAZARDOUS MATERIALS Page 3 Work Package 1 ABATEMENT 190221 – SP100 January 2020 QUALIFICATIONS light ballasts.

.2 Where contact with hazardous materials is expected, instruct personnel in handling procedures, safety precautions, use of safety equipment and applicable provincial federal legislation and regulations.

1.5 MANAGEMENT OF .1 Provide appropriate containers for use in the WASTES transportation and disposal of PCBs-containing

materials and equipment.

.2 Provide the containers for use in the transportation and disposal of mercury containing materials and equipment.

.3 Provide the containers for use in the transportation and disposal of lead containing materials and equipment.

.4 Pick-up and deliver the containers from and to the proposed hazardous materials handling facility.

.5 Provide containers that are to be used for the disposal of PCBs. Transport and deliver to approved facility for final disposal.

.6 All other containers and the disposal of all other hazardous and non-hazardous materials is the responsibility of the Contractor unless indicated otherwise in this and other sections of the specifications.

1.6 REGULATORY .1 Comply with the following: REQUIREMENTS .1 Canadian Environmental Protection Act

(Canada) and pursuant regulations. .2 Transportation of Dangerous Goods Act

(Canada). .3 All other legislation and regulations which

apply to the performance of the Work of this section.

1.7 HANDLING AND .1 Follow Provincial and Federal regulations WORKER PROTECTION relating to proper personal protective equipment

and Work procedures for removal, handling, and disposal of hazardous materials; provided that in case of conflict among these requirements or with these specifications the more stringent requirements applies. Comply with regulations in


effect at the time the Work is performed.

.2 Provide workers with additional protective clothing and equipment where contact with hazardous materials may occur. Provide clothing and equipment appropriate for the potential level of exposure.

.3 Inform personnel removing hazardous materials of the hazards associated with exposure to the materials and the procedures to be followed if they come in contact with the hazardous material.

PART 2 - PRODUCTS

2.1 MATERIALS .1 Absorptive Material: PCBs absorptive material that creates a quasi-solid product which can be swept or shoveled. Acceptable materials include: .1 Sawdust. .2 Vermiculite. .3 Activated Charcoal. .4 Oclansorb. .5 Imbiber Beads. .6 Hi-Dry. .7 Desorb. .8 Stay-Dry. .9 Oil-Dry. .10 Conwed. .11 3M Matting. .12 Graboil.

.2 Disposal containers for PCBs- containing ballasts.

.3 Polyethylene Sheeting: 6 mil (0.15 mm) minimum thickness unless otherwise specified.

.4 Hazardous waste bags: minimum 0.15 mm thick polyethylene bags complete with wire ties. All hazardous waste, as well as materials contaminated with Hazardous Materials as defined in Section 02 81 01, must be double bagged. Each bag must be wire-tie closed.

PART 3 - EXECUTION

3.1 PREPARATION .1 The Work area will be isolated during the removal


of Hazardous Materials.

.2 Maintain emergency and fire exits from Work area.

3.2 REMOVAL OF PCB- .1 Examine fluorescent/sodium discharge light CONTAINING BALLASTS fixtures in the building upon removal. Verify the

total number of PCBs-containing ballasts. Identify ballasts containing PCBs with reference to Identification of Lamp Ballasts Containing PCBs document or through contact with manufacturer.

.2 For materials containing PCBs, follow provincial and federal regulations regarding removals with respect to respiratory gear, proper clothing, handling of materials, ventilation, etc. Submit the procedure for handling these materials to the Consultant prior to removal.

.3 All ballasts which cannot be identified as non PCBs-containing, with reference to above, will be treated as containing PCBs.

.4 Submit a list to the Consultant showing the total number of light ballasts containing PCBs complete with model number and date codes.

.5 Remove all PCBs containing ballasts as follows: .1 Remove entire ballast, including capacitor,

for lights. .2 Cut off excess wire and dispose of as

construction waste. .3 Place ballast into appropriate disposal

drum.

.6 Pack drum with sufficient absorbent material to absorb any PCBs which may leak from ballasts.

.7 Dispose of PCBs-contaminated gloves and work clothes in drums as PCBs waste. Contaminated gloves and other personal protective equipment (PPE) will be stored in separate drums to facilitate disposal.

.8 Label drums containing waste PCBs in accordance with Section 9 of the Interim Order respecting the Storage of Wastes containing Chlorobiphenyls (PCBs), as issued under the Canadian Environmental Protection Act in September 1990.

.9 Seal drum and store in a designated storage area pending transportation.


.10 Transport and deliver PCB-containing materials to licensed facility for final disposal.

.11 Dispose of all non PCBs-containing ballasts.

3.3 REMOVAL OF .1 Identify all mercury-containing materials and MERCURY- submit to the Consultant a list of the CONTAINING mercury contaminated materials identified in the MATERIALS Work area and a map of the Work site identifying

their locations.

.2 For materials containing mercury, follow provincial and federal regulations regarding removals with respects to respiratory gear, proper clothing, handling of materials, ventilation, etc. Submit the procedure for handling these materials to the Consultant prior to removals.

.3 Provide all workers with an orientation to the project including a discussion of exposure, routes, the toxicity of mercury, and the protective equipment to be used during removals. These procedures will also include the hazards associated with mercury spills and the proper method of clean up if a spill occurs and the medical procedures used by the worker if the spilled mercury comes in contract with the worker's skin.

.4 Carefully remove all materials containing mercury (fluorescent/HID light tubes, mercury filled vials in thermostats and switches) from their operating position with special attention not to damage the container holding the mercury material and to avoid having mercury come in contact with the worker. Carefully place items containing mercury in a 0.15 mm thick plastic bag, double bagged and sealed tightly with a wire tie or alternately may be wrapped in polyethylene sheeting and sealed with tape.

.5 Properly dispose of mercury-containing materials.

3.4 REMOVAL OF OTHER .1 Remove, handle and dispose of all other Hazardous HAZARDOUS MATERIALS Materials present in the structures including but

not limited to lead, ODS and silica, in accordance with requirements of authorities having jurisdiction, unless specified.


.2 Stockpiling of hazardous waste on site is prohibited unless authorized by the Owner, or provincial and federal environmental departments.

.3 Utilize appropriate methods and personal protection measured when disturbing other hazardous materials. Any disruption to silica containing products must be done in such a way to ensure that the exposure criteria for silica does not exceed the applicable guideline.

END OF SECTION

Town of Yarmouth METAL FABRICATIONS Section 05 50 00 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 SCOPE .1 This section applies to steel shapes, structural steel, ladders and misc. plates requiring galvanized finish as specified.

1.2 RELATED SECTIONS .1 Section 01 33 00 - Submittal Procedures

.2 Section 01 45 00 - Quality Control

.3 Section 01 61 00 - Common Product Requirements

.4 Section 01 74 11 - Cleaning

1.3 REFERENCES .1 ASTM International: .1 ASTM A123/A123M-17, Standard Specification

for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

.2 ASTM C881/C881M-15, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete.

.3 ASTMF1554-18, Standard Specification for Anchor Bolts, Steel, 36, 55 and 105 KSI Yield Strength.

.4 ASTM F3125/F3125M-17, Standard Specification for High Strength Structural Bolts, Steel and Alloy Steel, Heat Treated 120 ksi (830 MPa) and 150 ksi (1040 MPa) Minimum Tensile Strength, Inch and Metric Dimensions.

.2 Canadian Standards Association (CSA International): .1 CSA G40.20/G40.21-13(R2018), General

Requirements for Rolled or Welded Structural Quality Steel/Structural Quality Steel.

.2 CSA W47.1-19, Certification of Companies for Fusion Welding of Steel.

.3 CSA W48-18, Filler Metals and Allied Materials for Metal Arc Welding.

.4 CSA W59-18, Welded Steel Construction (Metal Arc Welding).

.3 SAE J429_201405-14, Mechanical and Material


Requirements for Externally Threaded Fasteners

1.4 ACTION AND .1 Submit in accordance with Section 01 33 00 - INFORMATIONAL Submittal Procedures and Section 01 45 00 - SUBMITTALS Quality Control.

.2 Product Data: .1 Submit manufacturer's instructions, printed

product literature and data sheets for sections and include product characteristics, performance criteria, physical size, finish and limitations.

.3 Shop Drawings: .1 Submit drawings stamped and signed by

professional engineer registered or licensed to practice in the Province of Nova Scotia.

.2 Indicate materials, core thicknesses, finishes,connections, joints, method of anchorage, number of anchors, supports, reinforcement, details, and accessories.

.4 Erection drawings: .1 Submit erection drawings indicating details

and information necessary for assembly and erection purposed including: .1 Description of methods. .2 Sequence of erection. .3 Type of equipment used in erection. .4 Temporary bracings.

1.5 QUALITY .1 Certifications: submit product certificates ASSURANCE signed by manufacturer certifying materials

comply with specified performance characteristics and criteria and physical requirements.

1.6 DELIVERY, .1 Deliver, store and handle materials in accordance STORAGE AND with Section 01 61 00 - Common Product HANDLING Requirements and with manufacturer's written

instructions.

.2 Delivery and acceptance requirements: deliver materials to site in original factory packaging, labelled with manufacturer's name and address.

.3 Storage and Handling Requirements: .1 Store materials off ground and in


accordance with manufacturer's recommendations in clean, dry well ventilated area.

.2 Replace defective or damaged materials with new.

PART 2 - PRODUCTS

2.1 MATERIALS .1 All structural steel must be new stock and conform to the following grades and standards: .1 Structural sections to CSA G40.20/G40.21

(Grade 350W) and/or ASTM A572 (Grade 50) for column, beam and channel shape.

.2 Angles, plates, and round bar: to CSA G40.20/G40.21, Grade 300W(Fy=300MPa).

.2 Welding materials: to CSA W59.

.3 Welding electrodes: to CSA W48.

.4 Bolts: to ASTM F3125/F3125M, Grade A325/A325M (galvanized).

.5 Lag bolt: to SA J429 grade 1 (galvanized).

.6 Galvanizing: to ASTM A123/A123M, Minimum zinc coating of 705 g/m².

.7 Adhesive anchors: high strength epoxy to ASTM C81, Type IV, Grade 3, acceptable products: .1 Red Head C6+ as manufactured by ITW Red

Head. .2 Hilti HIT-RE 500 V3 as manufactured by

Hilti Canada. .3 Approved equivalent.

2.2 FABRICATION .1 Fabricate work square, true, straight and accurate to required size, with joints closely fitted and properly secured.

.2 Where possible, fit and shop assemble work, ready for erection.

.3 Confirm exposed welds are continuous for length of each joint. File or grind exposed welds smooth and flush.

Town of Yarmouth METAL FABRICATIONS Section 05 50 00 Yarmouth Ferry Terminal Page 4 Work Package 1 190221 – SP100 January 2020 2.3 GALVANIZING .1 Steel fabrications noted as galvanized to be hot

dipped galvanized to ASTM A123/A123M with minimum zinc coating of 705 g/m.

.2 Touch-up galvanized surfaces damaged by delivery, handling, field welding, etc. with zinc-rich paint.

.3 Bolts, anchors, plates, washers and nuts shall be galvanized in accordance with ASTM A123/A123M.

PART 3 - EXECUTION

3.1 EXAMINATION .1 Verification of Condition: verify conditions of substrates previously installed under other Sections or Contracts are acceptable for metal fabrications installation in accordance with manufacturer's written instructions. .1 Visually inspect substrate in presence of

the Consultant. .2 Inform the Consultant of unacceptable

conditions immediately upon discovery. .3 Proceed with installation only after

unacceptable conditions have been remedied and after receipt of written approval to proceed from the Consultant.

3.2 ERECTION .1 Do welding work in accordance with CSA W59.

.2 Welding companies must be certified under CSA W47.1 (Division 1 or 2)

.3 Erect metal work square, plumb, straight, and true, accurately fitted, with tight joints and intersections.

.4 Touch-up, field welds, bolts and burnt or scratched surfaces with zinc-rich paint.

3.3 CLEANING .1 Progress Cleaning: clean in accordance with Section 01 74 11 - Cleaning. Leave Work area clean at end of each day.

.2 Final Cleaning: upon completion remove surplus materials, rubbish, tools and equipment in accordance with Section 01 74 11 - Cleaning.

Town of Yarmouth METAL FABRICATIONS Section 05 50 00 Yarmouth Ferry Terminal Page 5 Work Package 1 190221 – SP100 January 2020 3.4 PROTECTION .1 Protect installed products and components from

damage during construction.

.2 Repair damage to adjacent materials caused by metal fabrications installation.

END OF SECTION

Town of Yarmouth Section 06 10 01

Yarmouth Ferry Terminal ROUGH CARPENTRY Page 1

Work Package 1

190221-SP100 January, 2020

PART 1 - GENERAL

1.1 GENERAL .1 Division 1 and the General Conditions of the

REQUIREMENTS Contract between the Owner and the General

Contractor shall deem to apply and be part of this

section

1.2 RELATED .1 Section 07 52 00 - Modified Bituminous Membrane

SECTIONS Roofing.

.2 Section 07 62 00 - Metal Flashings & Trim.

1.3 REFERENCES .1 ASTM F1667 Standard Specification for Driven

Fasteners, Wire Nails, Spikes and Staples.

.2 CAN/CSA-G164-M92 (R2003), Hot Dip Galvanizing of

Irregularly Shaped Articles.

.3 CSA O121-08 (R2013), Douglas Fir Plywood.

.4 CAN/CSA-O141-05 (R2014), Softwood Lumber.

.5 CSA O151-01 (R2014), Canadian Softwood Plywood.

.6 CAN/CSA-O325.0-07 (R2012), Construction

Sheathing.

.7 National Lumber Grades Authority (NLGA).

.8 Standard Grading Rules for Canadian Lumber 2000.

.9 Canada Green Building Council (CaGBC) LEED

Canada-NC Version 2009.

1.4 QUALITY .1 Lumber identification: by grade stamp of an agency

ASSURANCE certified by Canadian Lumber Standards

Accreditation Board.

.2 Plywood identification: by grade mark in

accordance with applicable CSA standards.

.3 Plywood, construction sheathing identification:

by grade mark in accordance with applicable CSA

standards.

.4 Do not dispose of preservative treated wood

through incineration.



Work Package 1

190221-SP100 January, 2020

.5 Do not dispose of preservative treated wood with

materials destined for recycling or reuse.

.6 Dispose of treated wood, end pieces, wood scraps

and sawdust at sanitary landfill approved by

Consultant.

.7 Dispose of unused wood preservative material at

official hazardous material collections site

approved by Consultant.

.8 Do not dispose of unused preservative material

into sewer system, into streams, lakes, onto

ground or in other locations where they will pose

health or environmental hazard.

1.5 WASTE .1 Separate and recycle waste materials.

MANAGEMENT AND

DISPOSAL .2 Remove from site and dispose of packaging

materials at appropriate recycling facilities.

.3 Dispose of treated wood, end pieces, wood scraps

and sawdust at sanitary landfill approved by

Consultant.

1.6 WORK SUPPLIED .1 Supply to other Sections anchors, bolts, rough

BUT NOT INSTALLED hardware and other items required to be built into

work of other Sections to receive, accommodate,

secure work of this Section.

.2 Provide other Sections with instructions to

ensure accurate setting of built-in items.

1.7 PRODUCT .1 Store materials on site to prevent deterioration,

HANDLING loss or impairment of their structural and other

essential properties. Prevent excessive moisture

gain of materials.

PART 2 - PRODUCTS

2.1 LUMBER .1 Lumber: unless specified otherwise, softwood, S4S,

MATERIAL moisture content 12% or less in accordance with

following standards:

.1 CAN/CSA-O141.

.2 NLGA Standard Grading Rules for Canadian

Lumber.



Work Package 1

190221-SP100 January, 2020

.2 Furring, blocking, nailing strips, grounds, rough

bucks, cants, curbs, fascia backing and sleepers:

See drawings.

.1 Board sizes: "Standard" or better grade.

.2 Dimension sizes: "Standard" light framing or

better grade.

.3 Post and timber sizes: “Standard” or better

grade.

2.2 PANEL .1 Douglas fir plywood (DFP): to CSA O121, standard

MATERIALS construction. No added urea formaldehyde.

.2 Plywood: to CAN/CSA-O325. No added urea

formaldehyde.

2.3 ACCESSORIES .1 Nails, spikes and staples: to CSA B111, hot

galvanized steel or aluminum roofing nails, sized

as required.

.2 Bolts: 1/2" diameter unless indicated otherwise,

complete with nuts and washers.

.3 Fasteners, screws and nails for fire retardant

treated plywood to be stainless steel, sized as

required.

.4 Proprietary fasteners: toggle bolts, expansion

shields and lag bolts, screws and lead or

inorganic fibre plugs, recommended for purpose by

manufacturer. Explosive actuated fastening

devices are not permitted.

.5 Exterior and treated wood applications

(galvanizing levels):

.1 Fasteners - nails, screws, etc., ASTM-A 153

(1 oz/ft2).

.2 Hardware - connectors, etc., ASTM-A 653 G90

(0.90 oz/ft2).

2.4 FINISHES .1 Galvanizing: to CAN/CSA-G164, use galvanized

fasteners for all exterior work with

pressure-preservative treated lumber except fire

retardant treated plywood where stainless steel

shall be used.



Work Package 1

190221-SP100 January, 2020

2.5 WOOD TREATMENT .1 Preservative pressure treated components: to CSA

080 Series 97, arsenic free, using copper and

azole.

.2 Fire retardant pressure treated components: to

CSA 080 Series 97 for maximum flame spread of 25

and labelled by ULC.

.3 Surface cut, bore and trim components to sizes

required as much as possible prior to pressure

treatment.

PART 3 - EXECUTION

3.1 INSTALLATION .1 Comply with requirements of NBC, supplemented by

the following paragraphs.

.2 Install members true to line, levels and

elevations, square and plumb.

.3 Align and plumb faces of furring and blocking to

tolerance of 1: 600.

.4 Install rough bucks, nailers and linings to rough

openings as required to provide backing for

frames and other work.

.5 Install wood cants, fascia backing, nailers,

curbs and other wood supports as required and

secure using galvanized fasteners.

3.2 NAILERS, .1 Provide wood nailers, blocking, parapets, copings,

BLOCKING, COPINGS, strapping, bucks, grounds and other rough

GROUNDS, CURBS carpentry components to sizes and in locations

required for satisfactory support of fabricated

items and other work.

.2 Unless otherwise indicated, provide minimum 38mm

thick materials.

.3 Provide built up wood curbs for rooftop mounted

equipment. Unless otherwise detailed, provide

150mm thick curbs extending minimum 300mm from

top of roof membrane to top of curb.

3.3 ERECTION .1 Frame, anchor, fasten, tie and brace members to

provide necessary strength and rigidity.



Work Package 1

190221-SP100 January, 2020

.2 Countersink bolts where necessary to provide

clearance for other work.

END OF SECTION

Town of Yarmouth MODIFIED BITUMINOUS Section 07 52 00 Yarmouth Ferry Terminal MEMBRANE ROOFING Page 1 Work Package 1 190221-SP100 January, 2020

PART 1 - GENERAL

1.1 GENERAL .1 Division 1 and other General Conditions of the REQUIREMENTS Contract between the Owner and General Contractor

shall deem to apply to this section.

1.2 RELATED .1 Section 01 77 00 Closeout procedures. SECTIONS

.2 Section 06 10 01 Rough Carpentry.

.3 Section 07 62 00 Sheet Metal Flashings and Trims

1.3 REFERENCES .1 Canadian General Standards Board (CGSB). .1 CAN/CGSB-37.5-M89, Cutback Asphalt Plastic Cement. .2 CGSB 37-GP-9Ma-83, Primer, Asphalt, Unfilled, for Asphalt Roofing, Dampproofing and Waterproofing. .3 CGSB 37-GP-15M-84, Application of Asphalt Primer for Asphalt Roofing, Dampproofing and Waterproofing. .4 CGSB 37-GP-19M-85 Cement, Plastic, Cutback Tar. .5 CAN/CGSB-37.29-M89, Rubber-Asphalt Sealing Compound. .6 CGSB 37-GP-56M-80b(A1985), Membrane, Modified Bituminous Prefabricated, and Reinforced Roofing. .7 CAN/CGSB-51.33-M89, Vapour Barrier Sheet, Excluding Polyethylene, for Use in Building Construction.

.2 Canadian Roofing Contractors Association (CRCA). .1 CRCA Roofing Specifications Manual- 1997.

.3 Canadian Standards Association (CSA International). .1 CAN/CSA-A123.3-05, Asphalt Saturated Organic Roofing Felt. .2 CAN/CSA-A123.4-04(08), Asphalt for Use in Construction of Built-Up Roof Coverings and Waterproofing Systems. .3 CSA A123.21:14 (R2019)


Standard Test Method for the Dynamic Wind Uplift Resistance of Membrane-roofing Systems. .4 A123.23-15 Product Specification for Polymer-modified Bitumen Sheet, Prefabricated and Reinforced. .5 CSA O121-08, Douglas Fir Plywood. .6 CSA O151-04, Canadian Softwood Plywood.

.4 Health Canada / Workplace Hazardous Materials Information System (WHMIS). .1 Safety Data Sheets (SDS).

.5 FM Global Loss Prevention Sheets 1-49 Perimeter Flashing.

.6 Underwriters Laboratories= of Canada (ULC). .1 CAN/ULC-S701-05, Standard for Thermal Insulation, Polystyrene, Boards and Pipe Covering. .2 CAN/ULC-S706-02, Standard for Wood Fibre Thermal Insulation for Buildings. .3 CAN/ULC-S704-03, Standard for Thermal Insulation, Polyurethane and Polyisocyanurate Boards Faced.

1.4 SUBMITTALS .1 Submit two (2) copies of most recent technical roofing components data sheets describing materials physical properties.

.2 Submit WHMIS SDS B Safety Data Sheets for all materials.

.3 Test Report – Manufacturer’s documentation of roof assembly and components to meet the requirements of CSA A123.21for dynamic Wind Uplift Resistance.

.4 Design Brief: Wind Uplift Design Pressure calculations for all roof areas, including locations and dimensions of roof zones (i.e. corners, edges and fields).

.3 Submit shop drawings indicating insulation and material locations, showing method of installation and layout of each layer, roof edge condition details, roof penetration flashing details, standard roof sections, details of insulation, tapered insulation layouts, vapour retarder and other details required for proper roof system installation not specified in, or are


different from Specifications and Drawings.

.4 Samples: submit samples of modified bitumen.

.5 Manufacturer’s Installation Instructions: indicate special precautions required for seaming the membrane.

.6 Manufacturer=s Certificate: certify that the products meet or exceed specified requirements.

.7 Reports: indicate procedures followed, ambient temperatures and wind velocity during application.

.8 Submit a safety plan indicating safety procedures for working at a height in accordance with Health and Safety requirements. List procedures.

1.5 QUALITY .1 Installer qualifications: company or person ASSURANCE specializing in application of modified bituminous

roofing systems with 3 years experience and approved by manufacturer.

.2 Convene pre-installation meeting one week prior to beginning waterproofing Work, with roofing contractor’s representative, Owner and Consultant. .1 Verify project requirements. .2 Review installation and substrate

conditions. .3 Co-ordination with other building

subtrades. .4 Review manufacturer=s installation

instructions and warranty requirements.

.3 Provide a certificate or letter of authorization issued by roofing system manufacturer stating Contractor is registered, approved, authorized or licensed by roof system manufacturer to apply their Products and furnish manufacturer’s warranties if required.

.4 Ensure Contractor is a member in good standing of CRCA.

.5 Manufacturer's Field Services: .1 Provide and pay for manufacturer's

field services consisting of product use


recommendations and 3 periodic field reviews for inspection of product installation in accordance with manufacturer's instructions. Site visits are to be made at start of installation, 50% installation and immediately following completion. A report is to be submitted to the Owner and Consultant following each review.

1.6 HEALTH AND .1 Do construction occupational health and safety in SAFETY accordance with all Regulatory requirements.

1.7 FIRE .1 Fire Extinguishers: PROTECTION .1 Maintain one cartridge operated type or

stored pressure rechargeable type with hose and shut-off nozzle,

.2 ULC labelled for A, B and C class protection.

.3 Size 20 lb. on roof per torch applicator, within 20 ft. of torch applicator.

.2 Maintain fire watch for 1 hour after each day's roofing operations cease.

.3 Install roofing on dry deck, free of snow and ice, use only dry materials and apply only during weather that will not introduce moisture into roofing system.

1.8 DELIVERY, .1 Deliver, store and handle materials in accordance STORAGE, AND with manufacturer's written instructions and HANDLING Section 01 61 00 - Common Product Requirements.

.2 Storage and Handling Requirements: .1 Safety: comply with requirements of

Workplace Hazardous Materials Information System (WHMIS) regarding use, handling, storage, and disposal of asphalt, sealing compounds, primers and caulking materials.

.2 Provide and maintain dry, off-ground weatherproof storage.

.3 Store rolls of felt and membrane in upright position. Store membrane rolls with salvage edge up.


.4 Remove only in quantities required for same day use.

.5 Place plywood runways over completed Work to enable movement of material and other traffic.

.6 Store sealants at +5 degrees C minimum.

.7 Store insulation protected from daylight and weather and deleterious materials.

.3 Do not expose insulation to wet weather. Store and handle insulation to prevent broken edges and corners, punctures, indentations or other damage. Remove damaged insulation from site.

.4 Ensure bitumen delivered in form of cartons has manufacturer's material identification labels intact on each carton.

.5 Packaging Waste Management: remove pallets, crates, paddling and packaging materials in accordance with Section 01 74 21 - Construction/Demolition Waste Management and Disposal. .1 Collect and separate plastic, paper

packaging and corrugated cardboard in accordance with Waste Management Plan.

.2 Fold up metal banding, flatten and place in designated area for recycling.

1.9 FIELD .1 Ambient Conditions: CONDITIONS .1 Do not install roofing when temperature

remains below -18 degrees C for torch application, or -5 degrees C, to manufacturers' recommendations for mop application.

.2 Minimum temperature for solvent-based adhesive is -5 degrees C.

.2 Install roofing on dry deck, free of snow and ice, use only dry materials and apply only during weather that will not introduce moisture into roofing system.

1.10 WARRANTY .1 CRCA Warranty .1 Provide Canadian Roofing Contractors'

Association (CRCA) Standard Form of Warranty, complete with a copy of the CRCA's Preventative Maintenance Manual or


similar written warranty acceptable to the Owner and the Consultant. The warranty shall be for a period of two years from date of Substantial Performance as certified by the Consultant.

.2 Warranty will cover defects on all roofing membrane materials, all roofing labour and workmanship, workmanship of sheet metal work.

.3 Defective work includes, but is not limited to, leaking, wind uplift, delamination of roofing material, reduction of thermal value due to moisture in insulation, crazing, or ridging.

.4 Inspect roof 30 days before expiry of warranty and correct defects within 15 days of inspection.

.2 Membrane Manufacturer’s Warranty: .1 Warranty shall be non-prorated. .2 Provide standard 15 year material & labour

warranty offered by the membrane manufacturer. Warranty to include all labour and materials required for the repair or replacement of materials found to have a defect in manufacture or workmanship, resulting in a roof leak.

.3 Repair leaks into building or roofing assembly within 24 hours of notification. If reported leak is severe provide immediate service to minimize consequential damage.

.4 Any repair required under the warranty will be carried out in accordance with the recommendations of the Consultant.

1.11 PERFORMANCE .1 Compatibility between components of roofing system REQUIREMENTS is essential. Provide written declaration to

Consultant stating that materials and components as assembled in system, meet this requirement.

.2 Roofing System Design: to A123.21 for wind uplift resistance. Submit confirmation that assembly meets NRC RCI wind load calculations for Yarmouth location.

Town of Yarmouth MODIFIED BITUMINOUS Section 07 52 00 Yarmouth Ferry Terminal MEMBRANE ROOFING Page 7 Work Package 1 190221-SP100 January, 2020 1.12 CLOSOUT .1 Compatibility between components of roofing system SUBMITTALS is essential. Provide written declaration to

Consultant stating that materials and components as assembled in system, meet this requirement.

PART 2 - PRODUCTS

2.1 MANUFACTURERS .1 Manufacturer List: Products of following manufacturers are acceptable subject to conformance to requirements of Drawings, Schedules and Specifications: .1 IKO Industries .2 SOPREMA Ltd. .3 HENRY COMPANY Ltd.

.2 Substitution Limitations: This Specification is based on IKO’s SBS Modified Bituminous Membrane Roofing mopped/heat welded system

2.2 SYSTEMS .1 Description .1 A 2 ply SBS modified bitumen roof membrane

using a mopped base sheet and heat welded granulated cap sheet over coverboard, polyisocyanurate insulation and vapour retarder on concrete deck. Base Sheet & Cap Sheet are to be by the same manufacturer and part of an assembly which meets the Wind Uplift Requirements.

.2 Design roofing membrane system and base flashings to be watertight, does not permit passage of water through finished roof system, and resists exposure to weather and wind uplift without failure.

.2 Performance/Design Criteria: .1 Material Compatibility: Components of roof

system to be compatible with adjoining materials under application and service as demonstrated by roofing manufacturer and based on testing and field experience.

.2 Concrete Deck Roof System: Provide 1 ply mopped on SBS modified bituminous membrane and 1 ply heat welded membrane roofing membrane system, including but not limited to following:

.1 Concrete deck (existing). .2 Primer over concrete deck. .3 Vapour retarder (2 plies of organic felt mopped in asphalt).

Town of Yarmouth MODIFIED BITUMINOUS Section 07 52 00 Yarmouth Ferry Terminal MEMBRANE ROOFING Page 8 Work Package 1 190221-SP100 January, 2020 .4 Base rigid insulation board. .5 Tapered insulation. .6 Coverboard. .7 Base sheet membrane (mopped application). .8 Cap sheet membrane (heat welding application). .9 Mopped base sheet flashing. .10 Heat welded cap sheet flashing. .11 Accessories: .1 Metal flashing.

2.3 MEMBRANE .1 Base sheet, and waterproofing membrane: to CSA 123.23 and CGSB 37.GP.56M, Styrene-Butadiene-Styrene (SBS) elastomeric polymer, prefabricated sheet, polyester reinforcement, weighing 180 g/m2. .1 Type 1, fully adhered. .2 Class C, plain surfaced. .3 Grade heavy duty services. .4 Top surface Polyethylene/ bottom sanded. .5 Acceptable material:

.1 IKO Modiflex MP-180-FS-Base

.2 Soprema Sopralene Flam 180.

.3 Bakor G100 PS

.2 Cap sheet membrane: to CSA 123.23 and CGSB 37-GP-56M, Styrene-Butadiene-Styrene (SBS) elastomeric polymer, prefabricated sheet, polyester reinforcement, weight in 250 g/m2. .1 Type 1, fully adhered. .2 Class A-granule surfaced. .3 Grade heavy duty service. .4 Bottom surface polyethylene. .5 Acceptable material:

.1 IKO Torchflex TP 250.

.2 Soprema Sopralene Flam 250.

.3 Bakor Modified Plus NP250g T4.

.4 Or approved alternate.

.3 Colour: Light Gray.

2.4 POLYISOCYANURATE .1 Polyisocyanurate Insulation: Closed cell rigid foamed plastic boards conforming to CAN/ULC-S704, Type 2, Class 3, faced with glass reinforced organic felt paper, perforated application, maximum board size of 1220 mm x 1220 mm for hot asphalt application, minimum 84 mm (3.3”) thick to furnish a minimum R-Value in accordance with


CAN/ULC-S770, LTTR of 20.4. Provide “IKOTherm” by IKO OR SopraIso by Soprema.

2. Tapered Insulation Coverboard: ASTM C208, Type II, Grade 2, asphalt coated fibreboard, minimum compressive strength of regular density, taper cut to provide slopes indicated, on computer controlled machine and sequence packed and code with detailed installation instructions, but never less than 13 mm thick. Single layer insulating system combining base insulation and tapered insulation will not be accepted as substitute to multi-layer insulating system.

2.5 OVERLAYMENT .1 Coverboard: Asphaltic core board comprised of mineral fortified asphalt sandwiched between a non-woven glass reinforced mat, board size 1220 mm x 1524 mm x 3 mm (4’- 0” x 5’- 0” x 1/8”). Provide “Protectoboard” by IKO Industries Ltd., Soprabase FR-180.

2.6 BITUMINOUS .1 Asphalt Bitumen: As recommended by the membrane MATERIALS manufacturer.

.2 Asphalt Primer: As recommended by the membrane manufacturer.

.3 Plastic Cement: Fibrated cut back type plastic asphalt compound.

.4 Rubberized Asphalt Sealing Compound: As recommended by the membrane manufacturer.

.5 Bituminous Paint: As recommended by membrane manufacturer.

2.7 CARPENTRY .1 Refer to Section 06 10 01 Rough Carpentry.

2.9 FASTENERS .1 Ensure fasteners compatibility with roof membranes and flashings. Fasteners to be of type and size meeting FM Global Loss Prevention Sheets 1-49 Perimeter Flashing.

.2 Exposed fasteners are to be stainless steel.

Town of Yarmouth MODIFIED BITUMINOUS Section 07 52 00 Yarmouth Ferry Terminal MEMBRANE ROOFING Page 10 Work Package 1 190221-SP100 January, 2020 2.10 PRE- .1 Vent Stack Flashing: Provide spun aluminum vent MANUFACTURED stack cover on all vents, Thaler SJ-25 c/w FLASHINGS removeable cap & bituminous painted flange or

Flash-Tite Model VSC-G by Lexsuco, or approved alternate.

.2 Conduit Flashing: Provide conduit flashings, Thaler model MEF-AE1-18, Flash-Tite Model WPF-12 by Lexsuco or approved alternate. Quantity 6 conduit flashings (2” conduit) & MEF-2A2 Quantity 4 flashings.

2.11 WALKWAYS .1 Walkways to consist of one additional ply of cap sheet membrane. Colour to be different from field membrane as selected by Consultant. Provide walkway immediately outside man doors onto roof and at top and base of ladders. Size 1800 x 900.

2.12 CANT STRIPS .1 Cut from to CSA A247-M1978 material, Type 1, to measure 140 mm on 45 degree slope.

2.13 ROOF DRAINS .1 Roof drains as manufactured by Watts or Zurn: MODEL Watts RD-100-GSS-A-B-D-E-K, outlet to match pipe size.

2.14 ROOF DRAIN SCAN .1 Video inspect and clean out all roof drains.

.2 Advise Consultant if any drains cannot be cleared.

PART 3 - EXECUTION

3.1 DEMO & REMOVALS .1 The existing roof assembly is to be removed and disposed of, including metal flashings (for re-use), stone ballast, insulation, cover board, plywood, wood joists, roof vents, debris.

3.2 WORKMANSHIP .1 Do examination, preparation and roofing Work in accordance with Roofing Manufacturer's written specifications and CRCA Roofing Specification Manual, particularly for fire safety precautions. Generally follow CRCA Modified Bitumen Details FL-1 & 2 Typical Parapet, FL-3 Low Edge Detail, FL-9 Vent Stack & FL-10 Roof Drain.


.2 Do priming in accordance with CGSB 37-GP-15M.

.4 Assembly, component and material connections will be made in consideration of appropriate design loads.

3.3 EXAMINATION .1 Inspect with Site Supervisor and Consultant deck OF ROOF DECKS conditions including parapets, construction

joints, to determine readiness to proceed.

.2 Prior to beginning work ensure: .1 Decks are firm, straight, smooth, dry, free of snow, ice or frost, and swept clean of dust and debris. Do not use calcium or salt for ice or snow removal. .2 Curbs have been built and prepared as required. .3 Plywood/ ext. Grade gypsum board and lumber nailer plates have been installed to deck, walls and parapets as indicated. .4 Roof drains have been installed at proper elevations relative to finished roof surface.

.4 Do not install roofing materials during rain or snowfall.

3.4 VAPOUR .1 2 ply felt mopped onto prepared concrete deck. RETARDER .2 the existing 2 ply vapour barrier is in good condition then repairs plus 1 new ply of mopped felt is acceptable.

3.5 EXPOSED .1 Insulation: fully adhered, bitumen application: MEMBRANE ROOFING .1 Embed insulation in mopped of bitumen applied

as recommended by the membrane manufacturer. .2 Place boards in parallel rows with ends staggered, and in firm contact with one another. .3 Cut end pieces to suit.

.2 Overlay Board: adhesive application: .1 Adhere overlay board to insulation with hot asphalt applied as recommended by the membrane manufacturer. Check attachment tenacity from time to time. .2 Place boards in parallel rows with end


joints staggered minimum 300 mm. Cap joints approximately 25mm. .3 Cut ends to suit.

.3 Base sheet application: .1 Starting at low point of roof, perpendicular to slope, unroll base sheet, align and reroll from both ends. .2 Unroll and embed base sheet in uniform coating of asphalt applied as recommended by the membrane manufacturer. .3 Lap sheets 75mm minimum for side and 150mm minimum for end laps. .4 Application to be free of blisters, wrinkles and fishmouths.

.4 Cap sheet application: .1 Starting at low point on roof, perpendicular to slope, unroll cap sheet, align and reroll from both ends. Unroll and torch cap sheet onto base sheet taking care not to burn membrane or its reinforcement. .2 Lap sheets 75 mm minimum for side laps and 150 mm minimum for end laps. Offset joints in cap sheet 305 mm minimum from those in base sheet. .3 Application to be free of blisters, fishmouths and wrinkles. .4 Do membrane application in accordance with manufacturer's recommendations.

.5 Flashings: .1 Complete installation of flashing base sheet stripping prior to installing membrane cap sheet. Turn base sheet down over substrate 75 mm minimum. .2 Torch base and cap sheet onto substrate in 914 mm wide strips. .3 Lap flashing base sheet to membrane base sheet minimum 150 mm and seal by mopping or torch welding. .4 Lap flashing cap sheet to membrane cap sheet 254 mm minimum and torch weld. .5 Provide 75 mm minimum side lap and seal. .6 Properly secure flashings to their support, without sags, blisters, fishmouths or wrinkles. .7 Do work in accordance with manufacturer's recommendations and Section 07 62 00 0 Sheet Metal Flashing and Trim.


.6 Roof penetrations: .1 Install roof drain pans, vent stack covers and other roof penetration flashings and seal to membrane in accordance with manufacturer's recommendations and details.

3.6 PRE-MANUFACTURED .1 Install pre-manufactured flashings in accordance FLASHINGS with manufacturer's instructions and shop drawings.

3.7 ROOF DRAINS .1 Install roof drains in accordance with manufacturer's instructions and shop drawings. Confirm location of new rain water leaders on site to suit existing conditions.

3.8 WALKWAY .1 Install walkway membrane in accordance with APPLICATION manufacturer's instructions.

.2 Apply primer to cap sheet membrane or existing membrane and torch apply, ensuring selvage edge is removed.

3.9 METAL FLASHINGS .1 Install new and reused flashings in maximum 8ft. lengths. Re-install existing sheet metal flashings on existing roofs to remain where tie-ins are necessary with new membrane flashings.

.2 Use concealed fasteners.

.3 Install in accordance with CRCA details.

.4 Touch up paint finish on metal flashings in all areas affected by this contract. Paint colour to match existing.

3.10 FIELD QUALITY .1 Inspections: CONTROL .1 If requested inspection and testing of

roofing application will be carried out by testing laboratory designated by Owner. Costs of tests will be paid by the Owner. Should test results require material replacement the follow up tests shall be paid for by the roofing contractor.

.2 Upon completion of the installation, an inspection shall be made by a representative of the roofing manufacturer to ascertain that the roofing system has been installed according to


the required specifications and details. Contractor to pay costs associated with roofing manufacture representative’s inspection. Manufacturer=s representative shall provide a written final inspection report, to be included in the maintenance manual.

3.11 OPERATION AND .1 Operational requirements include: MAINTENANCE MANUAL .1 Preventive maintenance requirements and schedules. REQUIREMENTS .2 Repair and maintenance materials and

instructions.

3.12 CLEANING .1 Remove bituminous markings from finished surfaces.

.2 In areas where finished surfaces are soiled caused by work of this section, consult manufacturer of surfaces for cleaning advice and complying with their documented instructions.

.3 Repair or replace defaced or disfigured finishes caused by work of this section.

.4 Waste Management: separate waste materials for recycling in accordance with Section 01 74 21 - Construction/Demolition Waste Management and Disposal.

3.13 SCHEDULE .1 Roofs included in the scope of this Work include roofs indicated and numbered on the drawings including: .1 Roof 1 – (Sloped concrete deck) .1 Removal of existing roofing down to 2 ply vapor barrier. .2 Repair vapor barrier with 1 new ply, mopped down. .3 Install insulation, mop down. .4 Coverboard, mop down .5 Base sheet, mop down. .6 Cap sheet, torch on. .7 Flashings .2 Roof 2 – (Flat concrete deck) .1 Same as Roof 1 with tapered insulation. .3 Roof 3 – (Flat concrete deck) .1 Same as Roof 1 with tapered insulation. .4 Roof 4 – (Flat concrete deck) .1 Same as Roof 1 with tapered insulation. .5 Roof 5 – (Concrete slab, sloped)


.1 Prepare existing cap sheet for new base sheet as vapor barrier, mop down. .2 Install insulation, mop down. .3 Coverboard, mop down. .4 Base sheet, mop down. .5 Cap sheet, torch on. .6 Flashings. Note: Extension of Roof 5 between Canopy #1 and building to be same assembly as Roof #5 .6 Strip of Roof between Building and Expansion Joint along Canopy #2 – .1 Prepare existing cap sheet for new base sheet as vapor barrier, mop down. .2 Install insulation, mop down. .3 Coverboard, mop down. .4 Base sheet, mop down. .5 Cap sheet, torch on. .6 Flashings. .7 Canopy 1 – Concrete Slab Sloped (up to expansion joint) .1 Remove existing tar & gravel in preparation for new base sheet, mop down. .2 Install new cap sheet, torch on. .8 Canopy 2 – Concrete Slab Sloped (up to expansion joint) .1 Existing tar & gravel to remain except remove existing tar & gravel surface in new walkway location in preparation for new cap sheet, mop down. .2 Torch on cap sheet walkway.

END OF SECTION


Yarmouth Ferry Terminal SHEET METAL FLASHING Page 1

Work Package 1 AND TRIM

190221-SP100 January, 2020

PART 1 - GENERAL

1.1 GENERAL .1 Division 1 and the General Conditions of the

REQUIREMENTS Contract between the Owner and the General

Contractor shall deem to apply and be a part of

this section.

1.2 RELATED .1 Section 07 52 00 - Modified Bituminous Membrane

SECTIONS Roofing

1.3 WASTE MANAGEMENT .1 Separate and recycle waste materials.

AND DISPOSAL

.2 Remove from site and dispose of all packaging

materials at appropriate recycling facilities.

.3 Collect and separate for disposal paper plastic

polystyrene corrugated cardboard packaging

material in appropriate on-site bins for

recycling in accordance with Waste Management

Plan.

.4 Place materials defined as hazardous or toxic in

designated containers.

.5 Ensure emptied containers are sealed and stored

safely for disposal away from children.

.6 Divert unused metal materials from landfill to

metal recycling facility as approved by

Consultant.

.7 Unused sealant material must be disposed of at an

official hazardous material collections site as

approved by Consultant.

.8 Fold up metal banding, flatten and place in

designated area for recycling.

1.4 SAMPLES .1 Submit minimum 300 mm (12") long samples of typical

flashings showing profile, method of locking and

anchoring and corner condition, fabricated from

materials specified.




190221-SP100 January, 2020

1.5 JOB CONDITIONS .1 Schedule and co-ordinate installation of metal

flashing components with work of other sections

where it is integral or contiguous therewith.

.2 Install metal counter and cap flashings

immediately after installation and inspection of

roofing membrane base flashings.

1.6 WARRANTY .1 At no cost to Owner, remedy any defects in work,

including work of this and other Sections, due to

faults in materials and/or workmanship provided

under this Section of Specifications appearing

within a period of 2 years from date of Substantial

Performance.

PART 2 - PRODUCTS

2.1 FLASHING .1 Materials:

MATERIALS .1 For walls/parapets/scuppers: flashing shall

be minimum 0.6 mm (24 gauge), stucco embossed mill

finish aluminum sheet.

.2 Lock strips 0.9 mm(20 gauge).

.2 Membrane flashing (other than roofing):

.1 TWF Blueskin by Bakor or approved equal.

Acceptable alternate is CCW 705 TWF by Carlisle,

complete with CCW-702 Primer.

.2 Flashings, trims shall be minimum 0.6 mm (24

gauge)aluminum.

.3 Double back exposed edges at least 12 mm.

.4 Seams: space seams uniformly at maximum 2.5 m

o.c. Unless otherwise indicated, use flat locked

seams, lapped 25 mm. Make horizontal seams in

directions of water flow. Mitre and seal corners.

.5 Cleats and edge strips: non corrosive metal

compatible with sheet metal, thickness as

required to provide rigid support and positive

securement for metal flashings.

.6 Furnish everything necessary for complete metal

flashing installation, including clips and

fastening devices.

.7 Back paint metal flashings with asphaltic paint

where a membrane flashing does not provide

separation between dissimilar metals.




190221-SP100 January, 2020

2.2 ACCESSORIES .1 Isolation coating: alkali resistant bituminous

paint.

.2 Plastic cement: to CAN/CGSB 37.5.

.3 Underlay for metal flashing: asphalt laminated

3.6 to 4.5 kg kraft paper.

.4 Sealants: Tremco Dymonic or Dow Corning

“Contractors Weatherproofing Sealant”.

.5 Cleats: of same material, and temper as sheet

metal, minimum 50 mm (2")wide. Thickness same as

sheet metal being secured.

.6 Fasteners: of same material as sheet metal, to

CSA B111, ring thread flat head roofing nails of

length and thickness suitable for metal flashing

application.

.7 Ferrules and spikes for attachment of gutters to

facias: galvanized metal.

.8 Washers: of same material as sheet metal, 1 mm

thick with rubber packings.

.9 Touch-up paint: as recommended by prefinished

material manufacturer.

2.3 FABRICATION .1 Fabricate metal flashings and other sheet metal

work as indicated.

.2 Form pieces in 2440 mm (8'-0") maximum lengths.

Make allowance for expansion at joints.

.3 Hem exposed edges on underside 12 mm (1/2").

Mitre and seal corners with sealant.

.4 Form sections square, true and accurate to size,

free from distortion and other defects

detrimental to appearance or performance.

.5 Apply isolation coating to metal surfaces to be

embedded in concrete or mortar.

2.4 METAL FLASHINGS .1 Form flashings, copings and fascias to profiles

indicated of 0.6 mm (24 gauge) aluminum pre

finished sheet material.




190221-SP100 January, 2020

2.5 SLEEVE FLASHING .1 Aluminum 1.6 mm (1/16") thick 3-part flashing

system: by

SYSTEMS Thaler Roofing Specialties Products.

.2 Fabricate sleeve flashings square or circular and

of size to suit component being flashed. Unless

otherwise indicated fabricate sleeves 400 mm

high.

.3 System shall consist of sleeve with flange and

rain collar, and where applicable, bitumen

protection cup.

.4 Inside of jacket base flange and all sides of

protection cup shall be coated with bituminous

paint.

.5 Size sleeves to allow minimum 25 mm thick

insulation between component and sleeve.

2.6 SCUPPERS .1 Form scuppers from 0.6 mm (24 gauge)aluminum to

CRCA recommended detail.

.2 Sizes and profiles to suit curb.

.3 Provide necessary fastenings.

PART 3 - EXECUTION

3.1 INSTALLATION .1 Install sheet metal work as detailed.

.2 Schedule and coordinate installation of metal

flashing components with work of other Sections

where it is integral or contiguous therewith.

.3 Install metal counter and cap flashings

immediately after installation and inspection of

roofing membrane base flashings.

.4 Use concealed fastenings except where approved

before installation.

.5 Provide underlay under sheet metal. Secure in

place and lap joints 4.

.6 Counterflash bituminous flashings at

intersections of roof with vertical surfaces and

curbs. Flash joints using S-lock standing seams

forming tight fit over hook strips, as detailed.




190221-SP100 January, 2020

.7 Lock end joints and caulk with sealant.

.8 Provide metal flashings at roof curbs, copings,

penetrations, at junctions of roof to walls, at

expansion joints and where shown. Provide all

wall cap flashings except those at metal wall

cladding systems.

.9 Protect all membrane flashings with metal counter

flashings.

.10 Clean surfaces to be covered with metal flashings

of dirt and other foreign matter. Drive

projecting nails flush with substrate. Do not

apply metal flashings over substrates likely to

cause rupture.

.11 Provide underlay of resin sized paper under metal

flashings installed over masonry, concrete or

wood. Lay underlay dry as sheet metal work is

installed. Secure in place and lap joints 100 mm.

.12 Secure flashings to supporting building elements

with concealed continuous cleats and locking

strips; avoid exposed surface fasteners.

.13 Provide standing seam at coping flashing corners.

.14 Where flashing is punctured by bolts, provide

sheet lead or neoprene washers, 6 mm larger than

bolt hole.

.15 At reglets in masonry walls, secure metal

flashings to reglet with mechanical fasteners at

maximum 610 mm (24" o.c.).

.16 Where vertical portion of metal flashing exceeds

305mm provide vertical standing seams at 610 mm

(24"o.c.)

.17 Install sleeve flashings and stack jacks where

mechanical and electrical work penetrates through

roof membrane. Install systems in accordance with

manufacturer's directions and as follows:

.1 Prior to installation of roofing membrane

place bead of sealant around pipes, vent stacks

and other components penetrating roof. Place

bitumen protection cups over pipes into sealant.

.2 Insulate between penetrating elements and

sleeve with 25 mm thick fibrous insulation.

.3 Prime contact surfaces with mastic cement;

place flashing jackets onto roof membrane so that




190221-SP100 January, 2020

base flange is in contact with mastic cement placed

on membrane.

.4 Sweat solder or weld on rain collar

.18 Imperfections in metal flashing work such as

holes, dents, creases, or oil canning will not be

accepted

END OF SECTION

Town of Yarmouth EROSION AND Section 31 15 53 Yarmouth Ferry Terminal SEDIMENT CONTROL Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 GENERAL .1 Provide and maintain erosion and sediment controls where required or as directed, for the full duration of the work. Do not remove control features until authorized by the Consultant.

1.2 RELATED SECTIONS .1 Section 31 20 00 - Excavating, Trenching and Backfilling.

1.3 SUBMITTALS .1 Provide erosion and control plan in accordance with Section 01 33 00 – Submittal Procedures.

1.4 QUALITY CONTROL .1 Develop, maintain and implement plans and controls to minimize erosion and sedimentation created as a result of the work, including all required monitoring and testing. Provide the Consultant with copies of all reports related to testing and monitoring to assure the Consultant erosion and sedimentation levels are within acceptable limits. Incorporate any Consultant requested changes to these plans and controls at no additional cost to the Contract.

PART 2 - PRODUCTS

2.1 SEDIMENT CONTROL .1 Sediment Control fence: preassembled sediment FENCE control fence with industrial woven geotextile

fabric, with 20-30 micron effective opening size; pre-stapled to wood posts spaced 1.0 m apart. Provide intermediate posts as required.

.2 Acceptable product: Terrafence as manufactured by Terrrafix Geosynthetics Inc., or approved equivalent.

2.2 SEDIMENT CONTROL .1 Type C4 and C5 clear stone: as specified in BERM Section 31 20 00 - Excavating, Trenching and

Backfilling.

.2 Geotextile: non-woven, needle-punched polyester filter fabric. Permittivity to be in the range of 1.4 - 1.75 sec-1 with flow rate in the range of


75-88 L/sec/m2. Material to have a minimum grab strength of 670 N, puncture strength of 350 N and an apparent opening size between 0.15 and 0.21 mm.

.3 Acceptable products: Typar 3601 as manufactured by Fiberweb Inc., or approved equivalent.

2.3 SILT BOOM .1 Floating silt boom comprised of a minimum of 18 oz. PVC float and body fabric, expanded polystyrene floatation device weighted galvanized chair to hold in place. .1 Acceptable Product: Nilex Turbidity Curtain, silt curtain by Terrafix or approved equal.

2.4 FILTER BAG .1 Filter bag: geosynthetic main body complete with a hose connection apparatus.

.2 Body material, thread, stitching and hose connection: as per Nova Scotia Transportation and Infrastructure Renewal, Standard Specifications, Division 7, Section 12.

2.5 DUST CONTROL .1 Materials: .1 Calcium chloride, Type I, to CAN/CGSB 15.1,

flake, 35% aqueous solution. .2 Water: to the Consultant's approval.

PART 3 - EXECUTION

3.1 GENERAL .1 Provide erosion and sedimentation control features where required or as directed, prior to construction. Co-ordinate locations with the Owner and Consultant.

.3 Provide and maintain temporary erosion and sediment control features installed under this Contract. Do not remove control features until authorized by the Consultant.

.4 Wash all trucks leaving the site including the wheels to prevent the spread of sediment off site.

.5 Dust control will be emphasized for the duration of the Work. The Consultant reserves the right to


stop work if proper dust control measures are not employed. No claim for delay or extra cost will be entertained in the event this delay were to occur.

3.2 TEMPORARY SOIL .1 If blown straw or hay is to be used as temporary COVERS soil cover, a 100% cover is required to ensure

soil erosion is minimized.

3.3 SEDIMENT CONTROL .1 Install sediment control fence at locations FENCE approved by the Consultant.

.2 Install extra 50mm x 75mm x 300mm long posts midpoints between supplied posts. Attach fence with roofing nails. Provide wood strapping along top of fence.

.3 Excavate 150mm x 150mm trench along length of fence as recommended by the manufacturer. Lay fabric bottom in trench and backfill with select backfill material.

3.4 SILT BOOM .1 Install silt boom in accordance with the manufacturer’s written instructions.

.2 Maintain shape and set back from the shore as directed by the Consultant.

3.5 FILTER BAG .1 Place the bags on wooden pallets or on approved bedding material at locations approved by the Consultant.

.2 Use multiple bags with a manifold on the discharge hose for long term use or for large variations in flow rates.

.3 Empty bags and dispose of collected material at locations approved by Consultant.

.4 If material is contaminated, ensure that the disposal of material meets the requirements in accordance with required environmental regulations, permits and approval.

3.6 CATCH BASIN .1 Install sediment traps on all existing catch FILTRATION basins to ensure sediment does not enter

stormwater system.

Town of Yarmouth EROSION AND Section 31 15 53 Yarmouth Ferry Terminal SEDIMENT CONTROL Page 4 Work Package 1 190221 – SP100 January 2020 3.7 MAINTENANCE .1 Maintain erosion and sediment control features

throughout the construction period. Repair damage to original condition.

.2 Remove accumulated sediment from behind sediment control fence when and as directed by the Consultant.

.3 Maintain vertical alignment of sediment control fence such that it is always plumb and straight.

.4 Remove erosion and sediment control features when directed by the Consultant. Take care to avoid causing turbidity, and excessive re-suspension of particles when removing erosion and sediment control features.

3.8 DISPOSAL OF .1 Do not dispose of waste, volatile or deleterious WASTES materials into waterways, storm or sanitary

sewers.

3.9 DEWATERING .1 Provide temporary drainage and pumping as necessary to keep excavations and site free from water.

.2 Do not pump water containing suspended materials into waterways, sewer or drainage systems.

.3 Control disposal or runoff of water containing suspended materials or other harmful substances with use of sediment control fences, berms and the like, all in accordance with required environmental regulations, permits and approval.

.4 Refer to Section 31 20 00 - Excavating, Trenching and Backfilling for additional dewatering requirements.

3.10 DUST CONTROL .1 Deliver calcium chloride to site in moisture-proof bags. Indicate name of manufacturer, name of product, net weight or mass and percentage of calcium chloride guaranteed by manufacturer.

.2 Store bags of calcium chloride in weather-proof enclosures.

.3 Apply calcium chloride and water for alleviation and prevention of dust nuisance caused by equipment and traffic movement when directed by


the Consultant.

.4 Apply calcium chloride and water with equipment approved by the Consultant, at a rate and in locations approved by the Consultant.

.5 Apply water in areas where use of calcium chloride is not permitted. Use distributors equipped with spray system that will promote uniform application and with means of shut-off.

.6 Apply water mist spray as directed by the Consultant.

3.11 POLLUTION .1 Maintain temporary erosion and pollution control CONTROL devices installed under this Contract.

.2 Cover or wet down dry materials and rubbish to prevent blowing dust and debris. Provide dust control for the entire site.

.3 Keep paved surfaces clean. Control dust by application of water, or calcium chloride after obtaining permission from the Consultant.

END OF SECTION

Town of Yarmouth EXCAVATING, TRENCHING Section 31 20 00 Yarmouth Ferry Terminal AND BACKFILLING Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 WORK INCLUDED .1 This section specifies requirements for all earthwork operations. Work includes supply of products and excavating, bedding, backfilling, compacting, shoring, dewatering, and disposal of unsuitable and surplus materials.

1.2 RELATED .1 Section 31 15 53 – Erosion and Sediment Control SECTIONS

.2 Section 32 12 16 - Asphalt Paving

1.3 REFERENCE .1 ASTM D698-2012, Test Method for Laboratory STANDARDS Compaction Characteristics of Soil Using Standard

Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)).

.2 ASTM D4253-16, Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.

.3 ASTM D4254-16, Test Method for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.

.4 CAN/CSA A23.1/A23.2-19, Concrete Materials and Methods of Concrete Construction/Methods of Test and Standard for Concrete.

.5 Nova Scotia Transportation and Infrastructure Renewal Standard Specification, Highway Construction and Maintenance.

1.4 DEFINITIONS .1 Rock: material which requires drilling, blasting, ripping or breaking up with power-operated tools for its removal and boulders and pieces of concrete exceeding volume limits below. Frozen material will not be classified as rock. .1 Volume limits:

.1 Trench excavation: 0.5 m3

.2 Mass excavation: 1.0 m3

.2 Topsoil: soil capable of supporting good vegetative growth and suitable for use in top dressing and landscaping.

.3 Borrow: well-graded material originating from


approved off-site sources meeting the specification for Selected Backfill.

.4 Common: excavated soil which is not rock, unsuitable, or topsoil.

.5 Unsuitable material: all material which is not suitable for use in work and must be disposed of.

.6 Surplus material: excavated material not required for re-use.

.7 Subgrade: the surface of mass excavation and embankment finished to lines and elevations indicated.

1.5 SUBMITTALS .1 Submit samples, sieve analysis and mix design in accordance with Section 01 33 00 – Submittal Procedures for items listed herein.

PART 2 - PRODUCTS

2.1 MATERIALS .1 Selected Backfill: common which is free from: stumps, trees, roots, sod, organics; rocks, boulders and masonry larger than 200mm in any dimension; and other deleterious materials.

.2 Sand: hard, granular, sharp material, well-graded from coarse to fine, free of impurities, chemicals or organic matter, and graded as follows:

Sieve Designation Percent Passing 5 mm 100 0.16 mm 0 - 5

.3 Gravels: crushed and screened pit gravel or crushed and screened rock. Material shall consist of hard and durable stone particle. Gradation shall be dense, well graded and as follows:

.1 Type 1: Sieve Size, µm Percent Passing 28 000 100 20 000 95-100 14 000** 50-85 5 000 20-50 160 5-12 80* 3-8

Town of Yarmouth EXCAVATING, TRENCHING Section 31 20 00 Yarmouth Ferry Terminal AND BACKFILLING Page 3 Work Package 1 190221 – SP100 January 2020 .2 Type 2: Sieve Size, µm Percent Passing 80 000 100 56 000 70-100 28 000 50-80 14 000 35-65 5 000 20-50 160 3-10 80* 0-7 * For gravel sources not classified as quarries,

the allowable percentage passing the 80 µm sieve shall be 3 to 5%.

** For gravel sources classified as quarries the allowable percentage passing the 14 000 µ sieve shall be 50-90%.

.4 Clear Stone: crushed and screened, hard, durable stone, free from clay and organic matter, and graded as follows:

.1 Type C4: Sieve Size, mm Percent Passing 112 100 80 90-100 28 0-10 .2 Type C5: Sieve Size, mm Percent Passing 28 100 20 90-100 10 0-40 5 0-10

.4 Lumber: construction grade stamped by Maritime Lumber Bureau or approved equal.

PART 3 - EXECUTION

3.1 EXCAVATION - .1 Excavate all types of materials to lines and GENERAL elevations indicated and as necessary for

construction.

.2 Notify the Consultant if in doubt as to


definition of material.

.3 When rock is encountered, notify the Consultant for measurement.

.4 Select method of excavation, support, and dewatering unless otherwise indicated or directed. Protect property and structures from damage.

.5 Cut paved surfaces in straight lines.

.6 Extend excavations sufficient distance from footings and walls to allow placing and removal of forms and for placing backfill materials indicated.

.7 Handle materials in a manner that will not endanger the public, personnel, property or the work. Do not reduce sight distances, or obstruct roadways or utilities. Do not obstruct flow of surface drainage or natural watercourses.

.8 Take care to protect granular material from the elements.

.9 Do not stockpile materials alongside of excavations in such manner that stockpiling will cause side failure or bottom uplift.

.10 Replace over excavation of trench bottom with selected site material, granular material, or unshrinkable fill as directed.

.11 Notify the Consultant whenever unsuitable materials are encountered and remove to depth and extent directed.

.1 If such Work is due to nature of soil, the Consultant and Contractor will jointly measure work for payment.

.2 If such Work is due to any act or fault of Contractor remedial work is responsibility of Contractor.

.12 Dispose of unsuitable or surplus materials off Site.

3.2 TRENCH EXCAVATION .1 Trenches for piping, conduit, and related excavations must be of sufficient width and depth at all points to allow pipes to be laid, joints to be formed, and appurtenance structures to be built in a workmanlike manner, and when needed,


to allow for sheeting and shoring, pumping, draining, and for removing and replacing all materials unsuitable for foundations.

.2 Excavate trenches so pipe can be laid to the alignment and depth required. Excavation length to be not more than pipe length that can be laid and backfilled in one day. Brace and drain trench so workers may work safely and efficiently.

.3 Remove organic material and soft deposits to a depth where medium dense to dense materials are encountered as designated by the Consultant.

3.3 TOPSOIL .1 Strip topsoil to limits and depth indicated or EXCAVATION directed by the Consultant.

.2 Stockpile in designated areas or dispose as directed. Minimize loss and wastage.

3.4 UNSUITABLE .1 When unsuitable material is encountered notify EXCAVATION the Consultant for measurement and assist in

investigation to determine depth and type of material. Isolate area to minimize entry of water into excavation.

.2 Excavate unsuitable material to extent directed. Handle unsuitable material without impacting suitable material on site.

.3 Dispose of material unsuitable for reuse off site.

3.5 BLASTING .1 No blasting is permitted.

3.6 SUPPORT OF .1 Install and be responsible for shoring, and EXCAVATION underpinning as required.

.2 When support of excavation is required, engage services of a professional engineer, registered or licensed in the Province of Nova Scotia, to design shoring and inspect its installation.

.3 Provide record copy of drawings signed and sealed by professional engineer responsible for their preparation.

Town of Yarmouth EXCAVATING, TRENCHING Section 31 20 00 Yarmouth Ferry Terminal AND BACKFILLING Page 6 Work Package 1 190221 – SP100 January 2020 3.7 DEWATERING .1 Keep bottom of excavation free of water by

draining or pumping.

.2 Dewater excavation in a manner which will not endanger stability of the work.

.3 Dispose of water from excavation in a manner that is not injurious to property, public health or any operation of the work.

.4 Take precautions to prevent uplift of pipe or structures.

.5 Do not drain water from excavation into sewer unless permitted by regulatory authorities having jurisdiction.

3.8 BEDDING AND .1 Remove all timber, snow, ice, frozen material, BACKFILLING and debris from excavation before backfilling. Do

not backfill until work has been inspected by the Consultant.

.2 Backfill with materials indicated.

.3 Place and compact foundation layer of bedding to depth indicated, shaped to provide uniform sup-port to pipe and structures.

.4 After installation of pipe, place and compact bedding material in 150mm layers to horizontal centreline of pipe.

.5 Place and compact remaining bedding material to depth indicated above the top of pipe before further compaction.

.6 Complete backfilling by placing and compacting material indicated in 300mm layers. Bring backfill up evenly around structures.

.7 Compact all materials to 95% Standard Proctor Density with the following exceptions:

.1 Top 300mm below gravel subgrade to 98% Standard Proctor Density.

.2 Gravel under paved surface to 100% Standard Proctor Density.

.8 Density Tests: Standard Proctor in accordance with Method B, ASTM D 698. Relative Density in accordance with ASTM D 4253 and D4254.

.9 Control moisture content of backfill materials so


that specified compaction may be obtained.

.10 Place unshrinkable fill in areas as indicated. Consolidate and level unshrinkable fill with internal vibrators.

.11 In areas of pedestrian and vehicular traffic, maintain surfaces level with existing surface until reinstatement.

3.9 BACKFILLING .1 After installation of foundations, clean STRUCTURES excavations of trash and debris. Backfill to

consist of Selected Backfill material or material shown on drawings. Place material to meet following requirements and approval of the Consultant.

.1 Place backfill in horizontal layers not more than 300mm deep.

.2 Compact each layer by rollers, mechanical tampers, or other suitable equipment to obtain required density.

3.10 MASS EXCAVATION .1 Establish with the Consultant lead time AND EMBANKMENT required to take measurements. Notify the

Consultant in accordance with agreed lead time.

.2 Excavate and place fill to lines and grades indicated.

.3 Maintain crowns and cross slopes to provide surface drainage.

.4 When rock, or unsuitable material is encountered notify the Consultant for measurement.

.5 Break rock to a depth 300mm below subgrade. Excavate broken rock to subgrade. Remove loose rock fragments from slopes.

.6 Remove existing pavement encountered within 300mm of subgrade elevation.

.7 Do not place material which is frozen or place material on frozen surfaces.

.8 When constructing embankment with common material place in uniform layers to full width of embankment. Compact to 95% Standard Proctor Density throughout full width and depth. Maximum


rock size: 65% of compacted lift thickness.

.9 When constructing embankment with rock fill, place to full width of embankment in layers of sufficient depth to contain maximum sized rocks, but in no case is thickness to exceed 1 metre. Fill interstices with rock fragments or earth to form compact mass. Fill voids at subgrade level to prevent migration of fine material.

.10 Do not place boulders or broken rock fragments with dimensions greater than 200mm within 300mm of subgrade.

.11 Shape and compact material to within 40mm of design subgrade elevation, but not uniformly high or low.

.12 Finish side slopes uniformly to lines and elevations indicated. Remove boulders encountered in cut slopes and fill resulting cavities.

3.11 BREAKING ROCK .1 Break rock without removal to lines and grades WITHOUT REMOVAL indicated.

.2 Break rock below street subgrade such that maximum dimension of rock fragments within 300mm of subgrade is 200mm.

.3 Break rock for future removal as follows: .1 Mass: maximum size of 90 percent of volume

of rock broken is less than 0.5 cubic metre with no fragments exceeding one cubic metre.

.2 Trench: maximum size of 90 percent of volume of rock broken is less than 0.3 cubic metre with no fragments exceeding 0.5 cubic metre.

.4 Excavate broken rock to depth indicated at test locations selected by the Consultant in accordance with following criteria:

.1 Mass: one test hole for each 1000 square metres of surface area with a minimum of one test hole in each location.

.2 Trench: one test hole for each 30 metres along trench with a minimum of one test hole at each separate trench.

.5 Should test excavation indicate that breaking techniques do not give required results, do remedial work.


.6 Backfill test excavations after inspection using excavated materials.

3.12 ROAD GRAVELS .1 Prior to placing gravels, grade surface to within AND REINSTATEMENT 40mm of elevations and cross sections indicated

but not uniformly high or low. Compact top 300mm to 98% Standard Proctor Density and proof-roll.

.2 Place gravels in uniform layers not exceeding 200mm to thickness indicated. Grade intermediate gravel courses to within 30mm of elevations and cross-sections indicated, but not uniformly high or low. Compact to 100% Standard Proctor Density.

END OF SECTION

Town of Yarmouth ASPHALT CONCRETE PAVING Section 32 12 16 Yarmouth Ferry Terminal Page 1 Work Package 1 190221 – SP100 January 2020

PART 1 - GENERAL

1.1 WORK INCLUDED .1 This section specifies requirements for constructing asphalt concrete pavement. Work includes fine grading, supply and placing of prime or tack coat, hot mix asphalt concrete, and pavement markings.

1.2 REFERENCE .1 CAN/CGSB 1-74-2001, Alkyd Traffic Paint. STANDARDS

.2 Nova Scotia Transportation and Infrastructure Renewal Standard Specification – Highway Construction and Maintenance.

.3 Transportation Association of Canada: Manual of Uniform Traffic Control Devices for Canada.

PART 2 - PRODUCTS

2.1 MATERIALS .1 Asphalt materials: Nova Scotia Transportation and Infrastructure Renewal Standard Specification - Highway Construction and Maintenance.

.2 Paint for pavement marking: to CAN/CGSB 1-GP-74M.

.3 Recycled engine oil binders (REOB) are not accepted in any Performance Graded Asphalt binder (PGAB) to be used on streets and roads. Provide the Consultant with certification that the PGAB supplied does not contain REOBs.

2.2 ASPHALT .1 Asphalt concrete mix: to Nova Scotia CONCRETE Transportation and Infrastructure Renewal

Standard Specification – Highway Construction and Maintenance, Division 4, Section 4, and type indicated on the Project Drawings.

PART 3 - EXECUTION

3.1 FINE GRADING .1 Fine grade gravel surface to within 10mm of elevations and cross sections indicated immediately prior to placement of asphalt materials. Add or remove gravel as required. Compact to 100% Standard Proctor Density or as


directed by the Consultant.

3.2 ADJUSTING TOPS .1 Prior to placing asphalt surface course: OF CASTINGS .1 Adjust manhole covers and catch basin

frames to match asphalt surface, using manufactured or cast-in-place grade rings.

.2 Adjust valve boxes to finished asphalt surface. Raise or lower top sections of valve boxes.

3.3 PRIME COAT .1 Apply prime coat to Nova Scotia Transportation and Infrastructure Renewal Standard Specification – Highway Construction and Maintenance, Division 4, Section 5.

3.4 TACK COAT .1 Apply tack coat on existing asphalt concrete to Nova Scotia Transportation and Infrastructure Renewal Standard Specification – Highway Construction and Maintenance, Division 4, Section 1. Apply tack coat to contact surface of curbs, castings and structures.

3.5 PAVING .1 Transport, place and compact asphalt concrete mix to Nova Scotia Transportation and Infrastructure Renewal Standard Specification – Highway Construction and Maintenance. Construct pavement within specified tolerances to lines, elevations, cross sections and dimensions at locations indicated.

.2 Thickness of asphalt courses not to vary more than 6mm from thickness indicated, with average thickness as indicated.

.3 Finished asphalt surfaces to be within 6mm of design elevation, but not uniformly high or low. Finished asphalt surface not to have irregularities exceeding 6mm when checked with a 3 metre straightedge placed in any direction.

3.6 PAVEMENT .1 Apply temporary markings prior to removal of MARKINGS temporary traffic control. .2 Surface to be dry and clean prior to application

of permanent markings. Apply paint at application rate indicated with spray gun to lines and at locations indicated. Dimensions and colour to


Transportation Association of Canada Manual of Uniform Traffic Control Devices for Canada, Part C.

END OF SECTION

APPENDIX A

Master Health and Safety Plan

Yarmouth Ferry Terminal Upgrades Phase 1

Master Health and Safety Plan

December 2019

December 2019 Yarmouth Ferry Terminal Upgrades - Phase 1 - Master Health & Safety Plan Page i

Yarmouth Ferry Terminal Upgrades - Phase 1 Master Health and Safety Plan

Table of Contents

1. INTRODUCTION .............................................................................................................. 1 1.1 Accountability ....................................................................................................................... 1 1.2 Regulatory Environment ....................................................................................................... 2 1.3 Responsibilities ..................................................................................................................... 2 1.4 General Safety Rules ............................................................................................................. 2 1.5 Disciplinary Actions .............................................................................................................. 3

2. PRE-ASSIGNMENT REQUIREMENTS ................................................................................. 4 2.1 Assignment Health and Safety Plan ...................................................................................... 5 2.2 Site Specific Training .............................................................................................................. 7 2.3 Certification Requirements ................................................................................................... 7

2.3.1 Letter of Good Standing ............................................................................................... 7

3. ON-SITE ASSIGNMENT REQUIREMENTS .......................................................................... 8 3.1 Assignment Health and Safety Plan Implementation ........................................................... 8 3.2 Daily Health and Safety Briefings .......................................................................................... 8 3.3 Hazard Assessment, Management and Communication ...................................................... 8 3.4 Inspections and Reporting ..................................................................................................... 9

3.4.1 Substandard Conditons ................................................................................................ 9 3.4.2 Incident Investigation and Reporting ........................................................................ 10

3.5 Site Control........................................................................................................................... 10 3.6 Personal Protective Equipment ........................................................................................... 11 3.7 Training and Supervision ..................................................................................................... 11 3.8 Written Work Procedures .................................................................................................... 12 3.9 Employee Participation in Health and Safety ..................................................................... 12 3.10 Record Keeping and Document Submission ..................................................................... 12 3.11 Emergency Preparedness .................................................................................................. 13 3.12 Availiblity of Legislative Documents ................................................................................. 14

4. ASSIGNMENT FINALIZATION REQUIREMENTS ............................................................... 14

Appendix A – Modified AHASP Form Appendix B – Daily Safety Briefing Form Appendix C – Hazard Assessment Form Appendix D – Record of Workplace Inspection/Substandards Identification Form Appendix E – Incident Report/Investigation Form

December 2019 Yarmouth Ferry Terminal Upgrades - Phase 1 - Master Health & Safety Plan Page 1

1. Introduction

The purpose of this document is to provide a series of instructions in matters of health and safety for companies who are contracted to provide services to the Town of Yarmouth relating to facilities construction, demolition and improvement at the Yarmouth Ferry Terminal. During the pre-operational phase of this undertaking, the emphasis will be on the development of specific Assignment Health and Safety Plans (AHASPs), which must be designed to ensure provisions exist for the protection of all site workers, the general public and the environment for the duration over which services will be provided. It is required that the successful bidders recognize that certain health & safety hazards will be encountered during any undertaking; and as such, must plan to have the appropriate control measures in place. Parties to which contracts are awarded (Contractors) shall adhere to the guidelines presented in this document and the applicable occupational health and safety legislation while preparing their respective AHASPs. Such plans will be reviewed by the Town of Yarmouth or their designated authority for compliance with the elements contained in this document and applicable legislation before commencement of any undertaking on the Yarmouth Ferry Terminal property. All work is to be executed in strict accordance with the Contractor’s submitted assignment plan(s), failing which the Town of Yarmouth shall respond in accordance with the conditions set forth in this document. At no time will any statement, instruction, form or guide in this document override the responsibility of a Contractor to continuously be in full compliance with the respective legislation or regulations of the province/territory having jurisdiction over the work being conducted. 1.1 Accountability

This Master Health and Safety Plan (MHASP) applies to all personnel who enter any property associated with project activities. It is the responsibility of all entities with employees, visitors or other individuals entering the site to ensure that: • The requirements of the MHASP are implemented such that activities are completed in accordance

with applicable legislation and standards; • All activities are performed using standard operating procedures, protocols or work practices, which

are in compliance with applicable legislation and acceptable to governing authorities; and • All reasonable and practical precautions, including implementation of appropriate work practices

and engineering controls, have been taken to ensure that the health and safety of any person or the public at large is not impaired by completion of an activity.


1.2 Regulatory Environment As noted under the scope of work, projects will be conducted in Yarmouth, Nova Scotia. Contractors shall ensure their work complies with all legislative and regulatory requirements of the province in which the work is conducted. While performing work at the Yarmouth Ferry Terminal, Contractors will adhere to the requirements set forth in the Nova Scotia Occupational Health and Safety Act and associated regulations. Unless explicitly noted herein, terms used in this MHASP shall have the meaning corresponding to the occupational health and safety regulations relevant to the jurisdiction in question. 1.3 Responsibilities The following is a summary of the key positions that have specific tasks for implementing and maintaining the MHASP. Town of Yarmouth • Ensures that all reasonable effort, and every precaution that is reasonable in the circumstance has

been made to protect the health and safety of the public and of any person who enters any property associated with the Project;

• Completes all duties identified for the “Owner” and governs all duties identified for the “Contractor” under the Nova Scotia Occupational Health and Safety Act and associated regulations; and,

• Assigns key people or organizations to specific tasks and duties associated with the MHASP. Consultant • Acts as the designated authority for the Town of Yarmouth; and • Conducts construction oversight and monitors the site for compliance to applicable legislation and

Contractor submitted AHASPs. Contractor • Completes all duties identified for the “Contractor” and Employer under the respective occupational

health and safety legislation of the province of Nova Scotia. • Conducts all activities in accordance with the MHASP and AHASPs; • Cooperates with the Town of Yarmouth and its designate to ensure the health and safety of on-site

personnel and the public.

1.4 General Safety Rules The following is a list of rules that apply to all site activities and personnel working on or otherwise visiting the site. This list is not exhaustive and may be added to or amended from time to time as circumstances dictate. • Consumption, possession and/or being under the influence of illegal drugs, cannabis or alcohol while

on site are strictly prohibited. Given the safety sensitive nature of the site(s) and the work to be conducted thereon, violation of this rule could have direct and catastrophic consequences upon the


health and safety of employees, visitors, or the general public. Therefore, there will be ZERO TOLERANCE for violations of the drug and alcohol prohibition. Violation will result in the immediate and permanent removal of the offender from the site;

• No smoking is permitted on the site except in areas designated by the Contractor. The Town of Yarmouth or its designate will have the right to reject such designated areas;

• The use of cellular phones or other handheld communication devices is not permitted while operating mobile equipment (including personal vehicles) or while refuelling;

• The “Buddy System” is to be practiced during site activities. The format and extent of the “Buddy System” will vary from task to task and may include the use of communication among personnel at pre-arranged intervals. The method will be determined in a formal hazard analysis of a particular activity;

• Field personnel are not to enter confined spaces such as tanks or manholes, unless confined space entry procedures have been developed and implemented according to regulatory requirements;

• Drums or tanks found on the site are not to be opened or moved unless specific procedures for drum or tank remediation tasks have been developed and implemented;

• Each employee is required to be aware of training and certification requirements for job tasks they may carry out and to possess current certifications where required;

• Personnel are not permitted to enter trenches or excavations greater than 1.2 m in depth unless they are directed by supervisory personnel and only after an evaluation of the trench or excavation has been carried out by a person deemed competent by the occupational health and safety requirements of the jurisdiction;

• No employee will work at heights greater than 3 m, without ensuring that adequate fall protection provisions are in-place, in accordance with the relevant OH&S regulations;

• Site personnel are to notify their respective supervisor or health and safety personnel of any unsafe acts or conditions;

• Fighting, violence, horseplay or interference with other workers is prohibited; • Theft, vandalism, abuse or misuse of property is prohibited; • Site personnel are to report all injuries, incidents and near misses to their supervisor or health and

safety personnel. First aid treatment shall be obtained immediately for any injury; • Only tools that are in good repair and meeting industry standards with all guards and safety devices,

shall be used; • All work crews shall be equipped with two way radios or cellular phones. The Contractor must

determine if adequate cellular coverage exists; and 1.5 Disciplinary Actions The process outlined below is not designed to be punitive in nature; rather it should first and foremost serve to alert the individual and the individual’s employer of the seriousness of the safety violation. Secondly, it provides the employer with a chance to implement corrective actions and subsequently reduce the risk of re-occurrence. Additionally, it should provide an educational element to the employer’s health and safety program when used as a topic of discussion at the daily safety briefings to reinforce the requirement to work in a safe manner.


For any activity which is considered to be in violation of the MHASP, but is not deemed to be immediately dangerous to life and health, the following actions will be taken: • First Violation – the Contractor will issue written notification of the violation to the person

performing the activity and provide this proof of notification to the Town of Yarmouth (or it’s designate). The Contractor will also be required to provide written confirmation of the actions taken to prevent a re-occurrence of the violation. Where a violation has been committed by a subcontractor, the Contractor will be responsible to request that the disciplinary action above is carried out and to provide to the Town of Yarmouth (or its designate) written notification of the violation and confirmation of corrective actions. Where health and safety violations have been identified by the Town of Yarmouth or its designate, the Contractor will be required to provide the appropriate responses within 24 hours of notification. Where a first violation against an individual or Contractor has been documented, the violation will be considered removed from the Project record if no similar violation occurs within the six month period immediately following the violation. Thus, a subsequent violation occurring after the six month period will be considered to be a first violation.

• Second Violation – where an individual commits a second violation within a six month period, the work activities of this person will be terminated immediately and the person removed from the site. Should the second violation be attributed to a Contractor or a subcontractor, a Stop Work Order will be issued to the offending company. The offending party (individual or company) will not be permitted to re-commence site work activities until written confirmation of the violation combined with the actions to be taken to prevent re-occurrence, has been submitted and accepted by the Town of Yarmouth;

• Third Violation - permanent removal of the offending party (individual or company) from the site.

In situations where the activity is deemed to be immediately dangerous to life and health, or where an individual has acted in a manner demonstrating a reckless disregard for his/her own safety or the safety of others, the activity/work will be halted pending an investigation by the Town of Yarmouth or its designate. Actions to be taken may include the permanent removal of the offending party from the site. The activity or work will not re-commence until written acceptance is obtained from the Town of Yarmouth or it’s designate. 2. Pre-Assignment Requirements Prior to undertaking site based operations, it will be necessary for all parties to meet a series of pre-determined requirements that are detailed in the following sections. The level of effort required will correspond to the complexity of the activity and the risk level involved. For large scale contracted undertakings (as deemed by the Town of Yarmouth) the following requirements are necessary to be met:


• Submission of a full Assignment Health and Safety Program (AHASP) for approval • Specification and Implementation of Training Programs • Submission of Safety Related Certification Documents

For small scale contracted undertakings (as deemed by the Town of Yarmouth), the following requirements must be met: • Submission of a modified AHASP (in the format contained in Appendix A) • Submission of training certificates (WHMIS, First Aid, etc.) • Submission of Safety Related Certification Documents (as contractually defined) NS legislation requires that when twenty (20) or more employees are employed by a Contractor, an OHS “Program” is required. Regardless of internal determinations of large scale/small scale undertakings, the regulatory requirements for a Program will be triggered by these numbers in the province. 2.1 Assignment Health and Safety Plan Contractors engaged to undertake work within the scope of the project that is deemed to be of a large scale must prepare and submit a full AHASP. This document will be considered the blueprint to ensure workplace and public safety. As such, careful consideration should be given to its content. Subcontractors to the Contractor will generally not be required to submit an AHASP. However, situations may arise where the work to be carried out by a subcontractor falls outside of the scope of the Contractor’s AHASP. As such provisions may not exist to adequately protect the subcontractor’s personnel. Where the Town of Yarmouth or its designate deems such situations to exist, an AHASP addressing the scope of work to be carried out by the Subcontractor will be required and must be submitted. It should be noted that Contractors will be responsible to ensure hazards associated with a particular construction element are clearly communicated to all parties who perform work under their contract. The Contractor and its subcontractors will be required to adhere to all components of their Program once submitted and reviewed for acceptance. Subcontractors performing work under a Contractor’s AHASP will be required to sign a letter of acknowledgement to this effect. The AHASP shall be submitted to the Town of Yarmouth and their designate no later than fifteen (15) workings days prior to commencing work. Site work shall not be initiated until formal authorization has been granted by the Town of Yarmouth. AHASPs must address the following components: • Provision for supervision of employees by competent personnel; • Provision for orienting and training of employees in workplace and job-specific safe work practices,

including emergency response; • Identification of critical and/or hazardous tasks; • Provisions for the preparation of written work procedures, particularly to address critical and/or

hazardous tasks; • Provisions for the establishment and operation of occupational health and safety committees or

where applicable, the selection of an occupational health and safety representative;


• Establishment of a hazard identification system, which would include: 1. Workplace evaluation for hazards; 2. Procedures and schedules for regular inspections; 3. Procedures for reporting and accountability of persons responsible for corrective actions; 4. Identification of the circumstances where hazards must be reported.

• Establishment of a system for prompt investigation of hazardous occurrences to determine cause

and preventative actions; • Provisions to ensure the maintenance of records and statistics in matters relating to occupational

health and safety; • A summary of tasks to be completed; • A summary of roles and responsibilities of on-site personnel with duties specific to health and

safety; • A comprehensive assignment-wide Hazard Assessment for existing and anticipated chemical,

physical and biological hazards including associated risk of exposure for the critical tasks to be completed;

• Details of engineering and administrative controls to minimize the risk of exposure for identified hazards and to maintain contaminant concentrations within acceptable levels;

• Details of personal protective equipment (PPE) types to be used for each site task; • Details of a Respiratory Protection Program (where applicable); • Details of permit required applications (i.e., confined space entry, hot work, etc.) • Provisions for health and safety meetings; • Mechanisms to ensure accidents\incidents are reported to the appropriate personnel; and • An Emergency Response Plan to address all reasonable scenarios of potentially hazardous

occurrences that may require local emergency services. Where an undertaking has been deemed to be of a small scale by the Town of Yarmouth, Contractors performing the activity will be required to complete and submit a modified AHASP in the format contained in Appendix A hereto. This submission must occur within 3 business days prior to commencement of the undertaking or activity. The Town of Yarmouth or its designate will accept no liability or responsibility for information submitted in AHASPs. Acceptance of a Contractor’s AHASP by the Town of Yarmouth shall only be viewed as an acknowledgement that such a plan exists and that it generally meets the operating requirements set forth in this MHASP. It is the Contractor’s responsibility to conform to the MHASP and applicable regulatory requirements.


2.2 Site Specific Training All personnel who are scheduled to perform work on the site must complete appropriate training sessions that are commensurate with the activities and hazard level to which the employee may potentially be exposed, prior to commencement of activities. Site visitors may not require such training; however, they must be accompanied by the party requesting their presence on the site, and receive instruction in site health and safety protocols and the hazards present. Contractors will be required to complete an orientation to the Town of Yarmouth’s health and safety protocols. Contractors will submit a training program as part of their AHASP. The training program shall include as a minimum, the following items: • Names of personnel responsible for site health and safety; • Assignment-specific potential hazards; • Proper use of personal protective equipment; • Work practices by which the employee can minimize risks from potential hazards; • Safe use of engineering controls and on-site equipment; • Assignment-specific standard operating procedures; and • Assignment Specific WHMIS training.

The Town of Yarmouth or its designate has the right to request additional training to be completed by an individual if in the opinion of the Town of Yarmouth or its designate, the individual does not have sufficient or appropriate training to complete an activity in a safe manner. The individual shall complete the necessary training at his/her employer’s expense before commencing the activity. 2.3 Certification Requirements 2.3.1 Letter of Good Standing Before commencing work on site, each Contractor and subcontractor shall submit a Letter of Good Standing from the province’s occupational health and safety organization which meets the requirements of the respective workers’ compensation body, regarding participation in the Occupational Health and Safety External Audit Program, leading to the issuance of a Certificate of Recognition (or equivalency certificate). The Letter of Good Standing must be dated and must be signed by an official of the occupational health and safety organization performing the external audit. The Letter of Good Standing must have a clear expiry date. If the Letter of Good Standing expires before the completion of the contract, a further letter will be required before the time of expiration which indicates that the contracted party continues to actively participate in the occupational health and safety organization’s Certificate of Recognition Program. If a further letter is not provided, this may be regarded as sufficient cause for voiding the contract. The Town of Yarmouth will accept only one Letter of Good Standing with “Audit Pending” or “In the Process” status from any party to be contracted. The party must achieve Certificate of Recognition


status within twelve months of being given the “Audit Pending” or “In the Process” letter, whether the party completes the process with the occupational health and safety organization that issued the Letter of Good Standing or subsequently moves to another occupational health and safety organization to complete the occupational health and safety program development and audit process. 3. On-Site Assignment Requirements 3.1 Assignment Health and Safety Plan Implementation As previously stated, AHASPs for various undertakings should be constructed so as to provide a blueprint to ensure the safety of those who work within the project sites, as well as the general public that may have reason to be near the perimeter of the sites or have interaction with the project works. Adherence to AHASPs will help ensure compliance to regulatory requirements. It is therefore imperative that Contractors carry out in a methodical manner, the requirements they have set out in their submitted plans. 3.2 Daily Health and Safety Briefings Informal health and safety meetings (safety briefings) shall be held on-site at the start of each workday or work shift by the employer and at any other time as deemed necessary by the Town of Yarmouth or their designate. Meeting attendees shall, as a minimum, be informed of hazard assessment results, the planned activities to be conducted, any analytical results associated with the activities, administrative and engineering control requirements and hygiene practices to be implemented for safe completion of the activities. The name of each person attending the meeting and issues discussed shall be documented by completing the Daily Safety Briefing Form in Appendix B (or a Contractor generated equivalent form). Copies of this form shall be maintained on the site and be provided to the Town of Yarmouth or their designate within 24 hours of completion. 3.3 Hazard Assessment, Management and Communication Contractors will be required to conduct a comprehensive assessment of hazards for all activities being performed under the scope of their respective contracts. An initial hazard assessment encompassing the overall scope of a particular assignment shall be submitted prior to mobilizing to the site and shall be used to confirm appropriateness of existing/proposed administrative and engineering controls and hygiene practices. This initial assessment is to be submitted within the AHASP. Prior to undertaking work activities, Contractors will be required to define the critical tasks associated with the project and submit this list to the Town of Yarmouth and it’s designate. Contractors will then perform a hazard assessment for each critical task in the format shown in Appendix C (or a format containing the equivalent information). Regardless of the format used, individual hazards must be identified, a risk rating for each hazard must be established and control measures must be identified for hazards posing significant risk. Copies of all hazard assessments will be forwarded to the Town of Yarmouth and it’s designate.


Contractors must possess or be able to obtain the resources necessary to evaluate in a quantitative manner employee exposure to chemical, biological or chemical agents to ensure levels and assess such exposures against permissible provincial exposure limits.

Contractors will be responsible to ensure that the results of hazard assessments are communicated to employees during the daily health and safety meetings. When the work activities of a Contractor may impact on the health and safety of the Town of Yarmouth employees, Contractors must inform the Town of Yarmouth and its designated authority. The Town of Yarmouth will in turn inform Contractors of activities carried out under its control of potential health and safety impacts on the Contractor’s employees. 3.4 Inspections and Reporting

3.4.1 Substandard Conditons

Contractors will be required to carry out daily health and safety inspections of the workplace and as such will be expected to develop a systematic approach to assessing and documenting inspections of the specific work they intend to carry out (i.e., checklists). A mechanism must be established by Contractors for reporting substandard conditions identified during workplace inspections. Conditions are considered to be substandard when: • There is a lack of compliance to the provisions of occupational health and safety legislation of the

province while the work is being performed; • There is a lack of adherence to the elements contained in the MHASP or a Contractor’s AHASP; • Situations or conditions that exist with the potential to cause personal injury, property or

environmental damage; or • There are deviations from established safe work practices or procedures. An example of a form used for reporting substandard conditions identified during workplace inspections is found in Appendix D. It is imperative that Contractors establish a mechanism to ensure that corrective actions occur in a timely manner where substandard conditions have been identified during inspections. Such a system should include a provision for written verification that corrective actions have been completed and be signed off by supervisory/management personnel. The results of daily inspections are to be posted in a conspicuous location and substandard conditions discussed at the daily safety briefings. Inspections, both formal and informal, will be carried out by the Town of Yarmouth and it’s designate. Where substandard conditions have been identified, Contractors will be required to respond in an appropriate manner that is proportional to the issue or condition and may include the immediate termination of a particular work activity until corrective actions have been implemented. Contractors will provide written confirmation of corrective actions to the Town of Yarmouth and it’s designate within 24 hours of receiving notification of substandard conditions.


3.4.2 Incident Investigation and Reporting In addition to the requirement for regular workplace inspections, a formal incident reporting system must be established by Contractors. To ensure incidents are reported in an accurate and timely manner to the Town of Yarmouth and its designate, Contractors must designate an individual with the responsibility to carry out this task. The following events are considered to be mandatory triggering mechanisms for incident reporting, and must be reported immediately: • Work- related fatality; • Injury or illness of Contractor’s employees or subcontractor’s employees; • Fire, explosion or electrical flash; • Accidents involving Contractor’s vehicles; • Property damage (in excess of $1000); • Unexpected or imminent release of a hazardous material; • Incidents that could result in or any actual investigation by regulatory agency; and • Near-Misses: defined as an incident or event where no personal injury, property/equipment damage

or harm to the environment has occurred; however, under different circumstances (i.e., a slight shift in time or position) injury or damaged would have occurred.

An example of an Incident Reporting and Investigation Form is located in Appendix E. Incident reporting and investigation must take into account the determination of both immediate and system (root) causes and the corrective actions to be implemented to help prevent a re-occurrence. Contractors will be expected to utilize the information gleaned from their reporting systems to form the basis for continual improvement of their health and safety Program. It is required that Contractors communicate the findings of incident investigations to their site personnel to emphasise the lessons learned from such events. It is recognized that not all reported incidents will warrant a detailed formal investigation; however, Contractors will be required to establish guidelines for determining when such formal investigations will be carried out. As a minimum, formal investigations will be required for situations deemed as reportable under respective provincial occupational health and safety legislation. 3.5 Site Control All reasonable and practical removal, handling, transportation, storage and disposal procedures shall be used to: • Minimize raising of dust; • Minimize the mobilization of hazardous substances contained within equipment and materials; • Minimize the release of hazardous materials (liquid, solid or gas) into the environment; and • Minimize personal exposures to hazardous materials.


In areas that are normally accessible to the public, active work areas will be adequately defined so as to warn the public of any work activities taking place and to provide a suitable manner of separation. A site control procedure shall be developed for all activities involving contaminated materials, establishing and maintaining contaminant containment zones to prevent the spread of contamination and to prevent unauthorized people from entering hazardous areas. 3.6 Personal Protective Equipment All personnel entering the defined work zone shall wear appropriate personal protective equipment (PPE). PPE for assignment-specific hazards shall be selected based on the level of hazards present and used in accordance with manufacturers' specifications, as well as the requirements of legislation and applicable standards. Various levels of protection will need to be established depending on working conditions and the hazards associated with work activities. The minimum requirements for all personnel on the Yarmouth Ferry Terminal property are listed below (or as provided by applicable provincial regulations, whichever is more onerous): • Hard Hat (conforming to CSA standard CAN/CSA-Z94.1-92 (R1998))- Type 2; • Chemical Resistant or leather boot conforming to CSA standard CAN/CSA-Z195-M92, a Grade 1

designation is required; • Short or long sleeved shirt, long pants or coveralls; • Safety glasses with side shields (conforming to CSA standard CAN/CSA –Z94.3-99); and • High visibility (retro reflective) clothing. The hazard assessment process of each respective Contractor is to be used to determine the requirements for additional personal protective equipment based on the activity to be conducted and the anticipated conditions to be encountered. All personnel required to use PPE shall receive adequate training in the proper use, limitations, care and assigned maintenance duties of the PPE or devices. The use of respiratory protection will occur only when all reasonable and practical engineering, administrative controls and hygiene practices have failed to reduce the concentration of airborne contaminants below the American Conference of Governmental Industrial Hygienists (ACGIH) eight (8) hour Threshold Limit Values (TLVs). Respirators may however be used to provide additional protection to workers who may be unusually sensitive to a contaminant or who may experience discomfort or objection to an odour. Where the use of respiratory protective equipment becomes necessary, Contractors will implement a respiratory protection program that meets the requirements of CSA Z94.4-02. 3.7 Training and Supervision Contractors shall ensure that all undertakings are carried out under the supervision of a competent person (as per the definition contained in the NS provincial occupational health and safety legislation). Contractors will ensure that their employees receive the training necessary to safely conduct their


workplace duties and also to ensure that workers receive additional training when required. Examples of situations where additional training may become necessary are as follows: • Change in the process; • Introduction of new technologies; • New job procedures (or modifications to existing procedures); and • Introduction of new controlled products to the site.

Where training is carried out, it is to be documented and maintained on file within the project site. 3.8 Written Work Procedures Contractors will be required to maintain (on file, within the project site) a series of work procedures and practices for the various work tasks expected to be carried out within the assignment scope. The procedures must be written in a manner that promotes safe operating principles. The procedures shall be reviewed on an annual basis, or when significant process changes have occurred. 3.9 Employee Participation in Health and Safety Provincial legislation requires that employees be given an opportunity to voice their safety concerns and participate in the health and safety process. Legislation sets the requirements for the establishment of occupational health and safety committees or the selection of health and safety representatives. The onus will lie with each Contractor to ensure the requirements are met, including the timeframe for establishment of committees and any training of committee members as prescribed by legislation. 3.10 Record Keeping and Document Submission Contractors will be responsible to maintain certain necessary records and statistics in order to conform to the requirements of the MHASP. Additionally, Contractors are required to submit various health and safety documentation to the Town of Yarmouth’s designated authority. A summary of the documents to be maintained and a timeframe for those requiring submission, includes but is not limited to the following: Submitted prior to site mobilization: • Assignment Health and Safety Plan (minimum 15 days prior); • Proof of training on the elements of the Contractor’s AHASP; • Hazard assessment for the overall project scope; • Workplace NS Letter of Good Standing; • List of critical tasks; and • Acknowledgement letter of subcontractor adherence to the Contractor’s AHASP.


To be submitted within 24 hours of occurrence:

• Daily safety briefings; • Results of real-time occupational air monitoring (if applicable); • Hazard Assessments; • Incident Reports; • Incident Investigations; • Letters of disciplinary violations; and • Verification of corrective actions of substandard conditions identified by the Town of Yarmouth or

their designate.

Maintained and available upon request: • Rigging Inspections; • PPE Inspections i.e., fall protection or respiratory protection; • Trench inspections; • Permits (confined space, hot work, etc.); • Crane inspections/certifications; • Mobile equipment inspections; • Scaffolding inspections; • Utility clearance reports; • Crane operator license (including boom truck operators); • Workplace inspections; • Record of ongoing employee training; • Occupational health and safety committee meetings; and • Material Safety Data Sheets specific to the assignment. Such information must be maintained on the project site and be accessible to the Town of Yarmouth and their designate. 3.11 Emergency Preparedness Contractors will be required to identify all scenarios that may result in emergency situations arising and to develop emergency response procedures to address such scenarios. The details of such procedures will be considered to constitute the emergency response plan, and are to be contained in the Contractor’s AHASP. The plan must be in accordance with the Town of Yarmouth’s protocols for emergency response. Contractors must be able to demonstrate a certain degree of preparedness in the event of an actual emergency. Any number of means, of which some are listed below, may demonstrate the degree of preparedness: • Documented reviews of emergency procedures; • Conducting a pre-activity meeting with emergency response personnel (including outside

responders);


• Maintenance of key emergency response equipment (i.e., fire extinguishers, first aid supplies, spill containment kits, etc.);

• Updated training for emergency response personnel (i.e., First aid, confined space entry rescue, fire fighting);

• Staged mock emergency drills; and • The posting of emergency response numbers in key locations, updating the list as necessary.

In the event of an on-site emergency, the requirements of both the MHASP and the AHASP may be modified or temporarily suspended to permit proper rescue or handling of the emergency situation. All actions taken should be reasonable in nature and consistent with common practice for that specific situation. In any event, a person should not take undue risks that will compromise their own safety or the safety of others. 3.12 Availiblity of Legislative Documents Contractors shall make available for examination at the project site, or at the administrative centre of the Contractor, a current copy of the applicable Occupational Health and Safety legislation and its corresponding Regulations, as they relate to the specific project. 4. Assignment Finalization Requirements Contractors are expected to meet certain requirements at the completion of their assignment activities, ensuring that health and safety related issues do not carry forward to future property use and to provide an avenue to investigate health and safety related issues that may arise after completion of the assignment. Contractors will be required to ensure upon completion of assignment that no condition exists that will pose a hazard in areas of public protection, site conditions or the disposal of contaminated materials including personal protection equipment. Additionally, it is the responsibility of each respective Contractor to ensure that the records relating to health and safety are maintained in accordance with legislative requirements with regard to duration and content. A confirmation in writing is required to be made to the Town of Yarmouth and its designate, ensuring that such requirements have been met.

Yarmouth Ferry Terminal Upgrades - Phase 1 - Master Health & Safety Plan Appendicies

APPENDIX A - MODIFIED AHASP FORM

Modified AHASP Form – Reduced Scale Undertakings

December 2019 Yarmouth Ferry Terminal Upgrades - Phase 1 - Master Health & Safety Plan Page 1 of 4

Item Specify Item Specify

Head Protection Foot Protection Eye Protection Fall Protection Hand Protection High Visibility Clothing Body Protection Respiratory Protection Hearing Protection Other

3) SAFETY TRAINING REQUIREMENTS

WHMIS Yes No FIRST AID Yes No OTHER (SPECIFY BELOW)

4) ASSIGNMENT DESCRIPTION SPECIFIC ASSIGNMENT SEQUENCE

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

1) GENERAL ASSIGNMENT INFORMATION ASSIGNMENT NAME:

LOCATION:

DATE OF AHASP PREPARATION:

ANTICIPATED START/END DATES:

Scope of Work:



5) HAZARD IDENTIFICATION AND RISK ASSESSMENT NUMBER P= Probability of Occurrence/Exposure

C= Consequence of Incident

Extreme Death or Permanent Disability

Wide-spread Illness

Loss of Facilities

Major Serious Injury or Illness

Property Damage

Medical Aid

Minor Minor Injury or Minor

Occupational Illness

Negligible Injury Requiring First Aid

Only No lost Time

Frequent 1 3 7 13 Probable 2 5 9 16 Occasional 4 6 11 18 Remote 8 10 14 19 Improbable 12 15 17 20

Score Action 1-5 Unacceptable Immediate Correction or Cessation of Existing Work 6-9 Undesirable, Control Measures Required, Reassess After New Controls 10-17 Acceptable with Review, Ensure Existing Controls Used as Intended 18-20 Acceptable without Review, Watch for New Hazards

RISK NUMBER RISK NUMBER CHEMICAL PHYSICAL

Flammable Materials Mobile Equipment

Combustible Materials Electrical equipment

Compressed Gases Temperature Extremes

Toxic Materials Working Near /On Water

Corrosive Materials Working at height

Reactive Materials High noise levels

PCBs Excavations/ Trenching

Asbestos Confined spaces

Dust /particulates Material Handling

PAHs Housekeeping

VOCs Lifting techniques (repetitive motions)

Other: Material storage

Other: Radiation

BIOLOGICAL Overhead Power Utility

Insects Proximity to Traffic

Vegetation Slip/Trip Hazards



RISK NUMBER RISK NUMBER Viruses Buried Utilities

Fungus/moulds Vibration

Parasites Remote locations

Bacterial Lighting

Blood borne pathogens Overhead work being conducted

Other: Other:

6) CONTROL MEASURES *List the steps from the Task Description (Section 2) that apply to each specific hazard Hazard RR Applies

to Steps* Description and Control Measure(s)

7) APPLICABLE COMPANY/ORGANIZATION SAFETY PROCEDURES Procedure # Name/Description Reviewed with Personnel Yes No Yes No Yes No Yes No Yes No



Note: Job Safety Procedures are required for all high risk activities and must be reviewed with personnel performing such activities.

8) EMERGENCY RESPONSE (PREVENTIVE SERVICES AND SUPPLIES) ο First Aid Kit ο Sign In/Out Procedure ο WHMIS labels/sheets

ο Fire Extinguisher ο Traffic Control ο Lock Out/Tag Out Kit

ο Eye Wash Station ο Utility Locates ο Site Security

ο Communication System ο Qualified First Aid Personnel ο Muster Station Established

ο Site Control Fencing/Zones ο Outside responders notified

9) EMERGENCY CONTACT INFORMATION Name Job Title/Organization Contact #

I HAVE READ OR BEEN BRIEFED ON THE CONTENTS OF THIS PLAN INCLUDING THE HAZARDS AND PROTECTIVE MEASURES

IDENTIFIED. DATE EMPLOYEE NAME EMPLOYEE SIGNATURE EMPLOYER NAME

PREPARED BY: REVIEWED BY:


APPENDIX B – DAILY SAFETY BRIEFING FORM

Daily Safety Briefing Form


Company Assignment Date Conducted By: Description of Work to be Carried Out: Topics Discussed: Potential Hazards and Corrective Actions: Employee Concerns: Attendee Name (Print) Signature Performed By:

Doc. No.


APPENDIX C – HAZARD ASSESSMENT FORM

Hazard Assessment Form


2) PERSONAL PROTECTIVE EQUIPMENT REQUIREMENTS

Item Specify Specify Specify Head Protection Foot Protection Eye Protection Fall Protection Hand Protection High Visibility Clothing Body Protection Respiratory Protection Hearing Protection Other 3) SAFETY TRAINING REQUIREMENTS

WHMIS Y / N FIRST AID Y /N OTHER (SPECIFY BELOW)

4) ASSIGNMENT DESCRIPTION SPECIFIC ASSIGNMENT SEQUENCE

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

1) GENERAL ADMINISTRATIVE INFORMATION

ASSIGNMENT NAME: LOCATION:

DATE OF AHASP PREPARATION: ANTICIPATED START/END DATES:

SCOPE OF WORK:



5) HAZARD IDENTIFICATION AND RISK ASSESSMENT NUMBER

P= Probability of Occurrence/Exposure

C= Consequence of Incident

Extreme Death or Permanent

Disability Wide-spread Illness

Loss of Facilities

Major Serious Injury or Illness

Property Damage Medical Aid

Minor Minor Injury or Minor Occupational Illness

Negligible Injury Requiring First Aid Only No lost Time

Frequent 1 3 7 13 Probable 2 5 9 16 Occasional 4 6 11 18 Remote 8 10 14 19 Improbable 12 15 17 20 Score Action 1-5 Unacceptable Immediate Correction or Cessation of Existing Work 6-9 Undesirable, Control Measures Required, Reassess After New Controls 10-17 Acceptable with Review, Ensure Existing Controls Used as Intended 18-20 Acceptable without Review, Watch for New Hazards RISK NUMBER RISK

NUMBER CHEMICAL PHYSICAL

Flammable Materials Mobile Equipment Combustible Materials Electrical equipment Compressed Gases Temperature Extremes Toxic Materials Working Near /On Water Corrosive Materials Working at height Reactive Materials High noise levels PCBs Excavations/ Trenching Asbestos Confined spaces Dust /particulates Material Handling PAHs Housekeeping VOCs Lifting techniques (repetitive motions) Other: Material storage Other: Radiation

BIOLOGICAL Overhead Power Utility Insects Proximity to Traffic Vegetation Slip/Trip Hazards Viruses Buried Utilities Fungus/moulds Vibration Parasites Remote locations Bacterial Lighting Blood borne pathogens Overhead work being conducted Other: Other:



6) CONTROL MEASURES *- list the steps from the Assignment Description (Section 4) that apply to each specific hazard

Hazard Risk Number

Applies to Steps* Description and Control Measure(s)

7) OTHER SAFETY EQUIPMENT AND SERVICES

First Aid Kit Sign In/Out Procedure WHMIS labels/sheets Fire Extinguisher Traffic Control Lock Out/Tag Out Kit Eye Wash Station Utility Locates Air Monitoring-Gases/Vapours Communication System Qualified First Aid Personnel Air Monitoring - Particulates Site Control Fencing/Zones Site Security

8) APPLICABLE SAFETY PROCEDURES Procedure # Name/Description Reviewed (Y/N)



9) ADDITIONAL COMMENTS:

I HAVE READ OR BEEN BRIEFED ON THE HAZARDS AND PROTECTIVE MEASURES IDENTIFIED FOR THE ABOVE-LISTED TASK

PRIOR TO GOING TO SITE AND FULLY UNDERSTAND THE TASK-SPECIFIC REQUIREMENTS THAT HAVE BEEN ESTABLISHED FOR

IT. ONCE AT THE SITE I HAVE REVIEWED THE HAZARDS AND PROTECTIVE MEASURES IDENTIFIED FOR THE ABOVE-LISTED

TASK, AND HAVE ADJUSTED OR ALTERED ACCORDING TO CURRENT SITE CONDITIONS.

DATE EMPLOYEE NAME EMPLOYEE SIGNATURE

EMPLOYER NAME PRIOR TO GOING TO SITE AT SITE

APPROVAL SIGNATURE(S)

SUPERVISOR/MANAGER:


APPENDIX D RECORD OF WORKPLACE INSPECTION /

SUBSTANDARDS IDENTIFICATION FORM

Record of Workplace Inspection/Sub-Standards Identification


Doc. No.

Record of Workplace Inspection/Substandards Identification Element: Contractor: Observations By: Date/Time: Were hazardous or sub-standard conditions observed (YES / NO)? Indicate substandard condition(s) previously identified (include date) Reported to: Title: Time:

Corrective actions report required _______________ By (date)_____________________

Signature: Date (Y/M/D): Verification of Corrective Actions:

Record of Workplace Inspection/Sub-Standards Identification


Provide details on the Corrective Actions taken (or to be taken) on the Hazards/Substandard Conditions identified above.

Site Superintendent: Date (Y/M/D):


APPENDIX E INCIDENT REPORT /INVESTIGATION FORM

Incident Report/Investigation Form


Element # Date/Time: Location: Employer: Reported To: Reported By: Incident Category: Serious/Major

Personal Injury Minor Personal

Injury Personal Illness Fire Property/Equipment

Damage Near Miss Hazardous

Material Release Explosion/Flash Vehicular Other

In the event of personal injury, complete the following: No Aid required First Aid Provided Medical Aid No Lost

Time Lost Time

Injury Type Bruise Burn Cut Crush Strain Abrasion Twist Lift Electric shock Inhalation Heat Rash Puncture Dermatitis Swelling Concussion Cold

Stress Heat

Stress Other

Part of Body (Left or Right) [ ] Head Face Eye Ear Neck Chest Lungs Abdomen Groin Back-upper Back- middle Back-lower Buttock Shoulder Arm Wrist Hand Finger T2345 Leg Knee Ankle Toe B2345 Foot Other Incident Description: Who was involved? Where did the incident occur? What happened to cause the incident? Why did the incident occur?



Incident Type: Overexertion/ Caught in/between Slip/Trip Fall from same

level Exposed to

Struck by Struck Against Contact With

Fall from elevation

Strain

Repetitive Strain Body Reaction Lifting Inhalation of Other Possible Immediate Cause(s): check all that apply Substandard Acts or Practices Substandard Conditions Failure to follow procedures or rules Inadequate/defective guarding or protective

devices Improper Use of Tools or Equipment Poor housekeeping Operating at improper speeds Lack of PPE PPE not used or improperly used Use of defective tools Operator inattention Improperly prepared vehicles Operation of equipment without authority Noise Taking shortcuts Temperature extremes Use of defect tools Hazardous Conditions (chemicals, dust, etc) Servicing of equipment in operation Weather Conditions Removal or disabling of safety devices Congestion or restricted movement Improper Loading Energized electrical systems Horseplay Inadequate or excessive illumination Failure to warn or secure Inadequate maintenance Other ( ) Other ( ) Basic (root) Cause(s): check all that apply Personal Factors Job Factors Not physically suited to the task Unclear assignment of responsibilities Inadequate assessment of skill level Lack of policies, procedures or standards Lack of knowledge or practice Lack of training Past rewarding of poor practices Inadequate supervision Physical Stress or fatigue Inadequate corrective actions to prior incidents Mental Stress or fatigue Lack of communication Poor judgment Inadequate engineering standards, specifications or

design Lack of motivation Inadequate work planning Inadequate preventative maintenance Inadequate material purchased for job Lack of identification of hazardous materials Improper Handling of materials Tools- poor assessment of needs and risks Tools- Inadequate adjustment or repairs Failure to identify and remove defective tools Lack of consideration of human factors (ergonomics) Other ( ) Other ( )



Corrective Action Plan Target Date: Supervisors Signature: Date: Submitted By: Date

APPENDIX B

Hazardous Buildings Materials Surveys

APPENDIX C

Historical Drawings

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DATE:

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DRAWING NAME: K:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - S00 - WORK PACKAGE 1.DWG LAYOUT NAME: S00 PLOT DATE:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANT: K:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - S00 - WORK PACKAGE 1.DWG LAYOUT NAME: S00 PLOT DATE:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANTK:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - S00 - WORK PACKAGE 1.DWG LAYOUT NAME: S00 PLOT DATE:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANT190221.00 - S00 - WORK PACKAGE 1.DWG LAYOUT NAME: S00 PLOT DATE:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANT LAYOUT NAME: S00 PLOT DATE:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANTLAYOUT NAME: S00 PLOT DATE:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANT: S00 PLOT DATE:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANTS00 PLOT DATE:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANT PLOT DATE:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANTPLOT DATE:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANT:December 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANTDecember 20, 2019 9:13:25 AM CAD OPERATOR: ABRYANT CAD OPERATOR: ABRYANTCAD OPERATOR: ABRYANT: ABRYANTABRYANT

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190221.00

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CBCL PROJECT #

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By:

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YARMOUTH FERRY TERMINAL UPGRADES PHASE 1 WORK PACKAGE 1 DEMOLITION AND ROOFING REPLACEMENT

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JANUARY 6, 2020

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ISSUED FOR TENDER

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DRAWING LIST

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Dwg.

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Drawing Title

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COVER SHEET

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000

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COVER SHEET

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STRUCTURAL

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190221-S101

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EXISTING CONDITIONS SITE PLAN

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190221-S102

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EXISTING CONDITIONS, REMOVALS AND REINSTATEMENT

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190221-S103

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LADDER DETAILS

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ARCHITECTURAL

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190221-A101

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GROUND FLOOR PLAN

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190221-A102

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FLOOR PLANS

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190221-A103

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ROOF PLAN

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190221-A200

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EAST AND WEST ELEVATIONS

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190221-A201

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NORTH AND SOUTH ELEVATIONS

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190221-A500

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NEW MISCELLANEOUS SECTION DETAILS

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NORTH

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1:5000

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PLAN

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DOCTORS ISLAND

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YARMOUTH FERRY TERMINAL

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YARMOUTH BAR ROAD

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ROUTE 304

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MAIN STREET

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FOREST STREET

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PARADE STREET

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STARRS ROAD

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PLEASANT STREET

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Phone: 902-421-7241

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Address: Suite 901, 1505 Barrington Street

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PO Box 606, Halifax, NS B3J 2R7

190221-S101

NORTH

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UP

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pumping

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station

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overhead canopy

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overhead canopy

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overhead canopy

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overhead canopy

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concrete stairs

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concrete stairs

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guy wire

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guy wire

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concrete curb

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concrete surface

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concrete surface

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concrete

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concrete curb

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steel

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supports

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bushes

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shrubs

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bushes

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shrubs

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bushes

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shrubs

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D.H.

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(pl.)

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#394

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#394

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D.H.

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(fd.)

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S.M.(fd.)

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#317

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C.P.

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C.P.

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gate

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concrete surface

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concrete surface

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N.4,855,463.855

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N.S.C.M. #9248

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UP

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UP

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UP

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UP

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UP

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UP

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UP

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surface

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FERRY TERMINAL BLDG

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FERRY WHARF

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FOREST STREET

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HORTON STREET

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HIGH WATER LEVEL

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GUARDRAIL

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CONCRETE WALL & CHAINLINK FENCE

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LIGHT STANDARD (TYP.)

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HIGH WATER LEVEL

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MANHOLE (TYP.)

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GATE VALVE (TYP.)

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WATER STREET

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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CHAIN LINK FENCE

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TRANSFER BRIDGE AND LIFT TOWERS

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PONTOON

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LINK SPAN BRIDGE

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SOUTH WHARF ACCESS BRIDGE

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CONCRETE WHARF SPAN

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ELECTRICAL VAULT BUILDING

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NORTH WHARF ACCESS BRIDGE

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STEEL WHARF SPAN

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PASSENGER GANGWAY AND STEVEDORE BUILDING - SEE DRAWING S102

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TERMINAL BUILDING MODIFICATIONS - SEE ARCHITECTURAL DRAWINGS

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DRAWING NAME: K:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - S001.DWG LAYOUT NAME: 190221-S101 PLOT DATE:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANT: K:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - S001.DWG LAYOUT NAME: 190221-S101 PLOT DATE:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANTK:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - S001.DWG LAYOUT NAME: 190221-S101 PLOT DATE:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANT190221.00 - S001.DWG LAYOUT NAME: 190221-S101 PLOT DATE:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANT LAYOUT NAME: 190221-S101 PLOT DATE:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANTLAYOUT NAME: 190221-S101 PLOT DATE:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANT: 190221-S101 PLOT DATE:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANT190221-S101 PLOT DATE:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANT PLOT DATE:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANTPLOT DATE:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANT:December 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANTDecember 20, 2019 3:15:53 PM CAD OPERATOR: ABRYANT CAD OPERATOR: ABRYANTCAD OPERATOR: ABRYANT: ABRYANTABRYANT

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Phone: 902-421-7241

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STRUCTURAL

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EXISTING CONDITIONS SITE PLAN

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YARMOUTH FERRY TERMINAL UPGRADES - PHASE 1

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ISSUED FOR 33% REVIEW

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OCT 11/19

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OCT 24/19

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10011

190221-S102

NORTH

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TIMBER PASSENGER BRIDGE TO REMAIN

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STEEL LIFT TOWERS AND HYDRAULIC SYSTEM TO BE REMOVED

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HYDRAULIC SYSTEM, ASSOCIATED CONTROLS AND WIRING FOR PASSENGER GANGWAY LOCATED IN ELECTRICAL VAULT BUILDING IS TO BE REMOVED

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STEEL SUPPORT BENT (BELOW). REMOVE STEEL AND CONCRETE FOUNDATION TO A MINIMUM OF 430mm BELOW FINISHED GRADE. REINSTATE AFFECTED AREAS WITH ASPHALT PAVING - SEE DETAIL 1/S102

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STEEL SUPPORT BENT (BELOW). REMOVE STEEL AND CONCRETE FOUNDATION TO A MINIMUM OF 430mm BELOW FINISHED GRADE. REINSTATE AFFECTED AREAS WITH ASPHALT PAVING - SEE DETAIL 1/S102

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REMOVE PASSENGER GANGWAY FOYER AND CONNECTION TO TERMINAL BUILDING. CUT ANCHORS FLUSH WITH BUILDING BRICK VENEER AND COAT ENDS WITH ZINC RICH PAINT. SEAL ALL OPENINGS TO MAINTAIN TERMINAL BUILDING ENVELOPE TO THE SATISFACTION OF THE CONSULTANT

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STEVEDORE BUILDING AND CONCRETE FOUNDATION TO BE REMOVED. REINSTATE AFFECTED AREAS WITH ASPHALT PAVING - SEE DETAIL 1/S102

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CHAINLINK DIVIDING FENCE TO REMAIN

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PASSENGER GANGWAY TO BE REMOVED

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1:200

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PASSENGER GANGWAY AND STEVEDORE BUILDING

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PLAN

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1

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ASPHALT PAVING AND TIE-IN

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DETAIL-

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MILL EXIST. SURFACE 60mm DEEP

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EXIST. ASPHALT

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COMPACT SUBGRADE TO 98% OF STANDARD PROCTOR DENSITY. PROOF ROLL SUBGRADE FOLLOWING COMPACTION

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TOK REINSTATEMENT TAPE

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TACK

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NOTES: 1. ALL NEW ASPHALT SURFACES SHALL BE SMOOTH, FREE DRAINING ALL NEW ASPHALT SURFACES SHALL BE SMOOTH, FREE DRAINING AND OTHERWISE ACCEPTABLE TO THE CONSULTANT. 2. PROOF ROLL THE ENTIRE SUB-GRADE AND REMOVE ANY SOFT OR PROOF ROLL THE ENTIRE SUB-GRADE AND REMOVE ANY SOFT OR DEFICIENT MATERIAL AND REPLACE WITH TYPE 2 GRAVELS OR OTHER APPROVED FILL AS DIRECTED BY THE CONSULTANT.

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DRAWING NAME: K:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - S002.DWG LAYOUT NAME: 190221-S102 PLOT DATE:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANT: K:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - S002.DWG LAYOUT NAME: 190221-S102 PLOT DATE:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANTK:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - S002.DWG LAYOUT NAME: 190221-S102 PLOT DATE:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANT190221.00 - S002.DWG LAYOUT NAME: 190221-S102 PLOT DATE:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANT LAYOUT NAME: 190221-S102 PLOT DATE:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANTLAYOUT NAME: 190221-S102 PLOT DATE:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANT: 190221-S102 PLOT DATE:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANT190221-S102 PLOT DATE:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANT PLOT DATE:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANTPLOT DATE:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANT:December 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANTDecember 20, 2019 3:16:47 PM CAD OPERATOR: ABRYANT CAD OPERATOR: ABRYANTCAD OPERATOR: ABRYANT: ABRYANTABRYANT

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Phone: 902-421-7241

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STRUCTURAL

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EXISTING CONDITIONS, REMOVALS AND REINSTATEMENT

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A

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OCT 11/19

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B

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OCT 24/19

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C

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DEC. 06/19

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JAN. 06/20

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190221.00

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GKP

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WORK PACKAGE 1

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NOTES: 1. THE FOLLOWING ITEMS ARE TO BE REMOVED AND HANDED OVER TO THE OWNER FOR REUSE PRIOR TO DEMOLITION: a. CCTV CAMERAS ON PASSENGER GANGWAY. CCTV CAMERAS ON PASSENGER GANGWAY. b. PA SPEAKER ON SOUTH SIDE OF PA SPEAKER ON SOUTH SIDE OF PASSENGER GANGWAY. c. EXTERIOR AREA LIGHTS ON PASSENGER EXTERIOR AREA LIGHTS ON PASSENGER GANGWAY.

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190221-S103

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ROOF ACCESS LADDER

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DETAIL

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(QUANTITY - 2)

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-

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1750 APPROX. - LOWER LADDER (FIELD CONFIRM)

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1750 APPROX. - LOWER LADDER (FIELD CONFIRM)

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12.5 x 100 SIDE RAIL

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TOP RUNG LEVEL WITH T.O. SOFFIT

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T.O. SOFFIT

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25 DIA. RUNGS AT 300 c/c CENTRED ON SIDE RAILS

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350

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SOFFIT CONNECTION

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- SEE DETAIL

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ROOFING CONSTRUCTION - SEE ARCHITECTURAL DRAWINGS

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SEAL WELD TYP

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38 x 184 x 300 LONG PRESSURE TREATED BLOCKING, AS REQUIRED - SEE DETAIL 2/S103 FOR NAILING PATTERN)

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TYP

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38 x 184 x 600 LONG PRESSURE TREATED BLOCKING, AS REQUIRED- SEE DETAIL 2/S103 FOR NAILING PATTERN)

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FRONT ELEVATION

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SIDE ELEVATION

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T.O. CONC. ROOF SLAB

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NOTES: 1. ASSEMBLY TO BE HOT-DIPPED GALVANIZED. ASSEMBLY TO BE HOT-DIPPED GALVANIZED. 2. LOWER LADDER SHOWN IN DETAIL. LOWER LADDER SHOWN IN DETAIL. 3. NEW LADDERS ARE TO BE INSTALLED IN SAME NEW LADDERS ARE TO BE INSTALLED IN SAME LOCATIONS AS EXISTING. SEE ARCHITECTURAL DRAWINGS FOR INFORMATION AND LOCATIONS.

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20

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ROOF SLAB

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ROOF SLAB

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GRIND WELD SMOOTH TO RAIL

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ROOFING CONSTRUCTION - SEE ARCHITECTURAL DRAWINGS

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150

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150

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150

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700 (LOWER ROOF CONNECTION)

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700 (LOWER ROOF CONNECTION)

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3.66 DIA. x 75 LONG NAIL (CONCRETE NAIL ON BOTTOM PLY)

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NAIL PATTERN AT ALTERNATE PLY

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100

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10 x 245 x 90 x 90 LONG BENT PLATE

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LADDER RUNG

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16 DIA. ADHESIVE ANCHOR c/w 150 EMBEDMENT (GALV. TYP.)

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DRAWING NAME: K:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - SK-S103.DWG LAYOUT NAME: LADDER DETAILS PLOT DATE:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANT: K:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - SK-S103.DWG LAYOUT NAME: LADDER DETAILS PLOT DATE:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANTK:\PROJECTS\190221.00 YARMOUTH FERRY TERMINAL UPGRADES\20 CAD\03 STRUCT\190221.00 - SK-S103.DWG LAYOUT NAME: LADDER DETAILS PLOT DATE:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANT190221.00 - SK-S103.DWG LAYOUT NAME: LADDER DETAILS PLOT DATE:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANT LAYOUT NAME: LADDER DETAILS PLOT DATE:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANTLAYOUT NAME: LADDER DETAILS PLOT DATE:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANT: LADDER DETAILS PLOT DATE:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANTLADDER DETAILS PLOT DATE:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANT PLOT DATE:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANTPLOT DATE:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANT:December 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANTDecember 20, 2019 3:20:53 PM CAD OPERATOR: ABRYANT CAD OPERATOR: ABRYANTCAD OPERATOR: ABRYANT: ABRYANTABRYANT

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Phone: 902-421-7241

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STRUCTURAL

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LADDER DETAILS

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A

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DEC. 06/19

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SGB

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0

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ISSUED FOR TENDER

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JAN. 06/20

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JMM

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190221.00

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NOV. 2019

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AS NOTED

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JMM

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MEB

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GKP

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JMM

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3

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9

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WORK PACKAGE 1

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J. M. MacKenzie

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JAN 06/20