C & H Schonsee. Edmonton, AB PROJECT SPECIFICATIONS

Transcription

1 C & H Schonsee PROJECT SPECIFICATIONS ISSUED FOR PRICING May 29, 2017

2 C & H Schonsee Section TABLE OF CONTENTS Project No.: 2164 Page 1 of 3 Division Section Section No. of Numbers Numbers Name Pages DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS Table of Contents List of Drawing Sheets List of Consultants Invitation to Bid Instruction to Bidders Bid Form Information Submittal Forms Unit Prices Form Separate Price Form Form of Contract...1 CCDC Contract (Sample) Supplementary General Conditions...14 DIVISION 01 GENERAL REQUIREMENTS Summary of Work...3 Schedule A - Preparation Requirement for Tenant Interior Improvement Allowances Measurement and Payment Change Order Procedures Payment Procedures for Testing Project Meetings Construction Schedule Submittal Procedures Health and Safety Environmental Procedures Regulatory Requirements Reference Standards Fire Rated Separations, Assemblies and Materials Quality Control Temporary Utilities Construction Facilities Temporary Barriers and Enclosures Common Product Requirements Product Options and Substitutions Air and Vapour Barrier General Requirements Examination and Preparation Execution Cleaning Construction Waste Management and Disposal Closeout Procedures Substantial Performance Request Form Closeout Submittals...10

3 C & H Schonsee Section TABLE OF CONTENTS Project No.: 2164 Page 2 of 3 Division Section Section No. of Numbers Numbers Name Pages DIVISION 02 EXISTING CONDITIONS Geotechnical Investigations...1 Geotechnical Investigation...30 DIVISION 03 DIVISION 04 CONCRETE (Refer to drawings) MASONRY Stone Masonry Veneer...8 DIVISION 05 METALS Structural Steel for Buildings Refer to Drawings Steel Joist Framing Refer to Drawings Steel Decking Refer to Drawings Wind Bearing Metal Studs Metal Fabrications...8 DIVISION 06 WOOD, PLASTICS AND COMPOSITES Rough Carpentry...6 DIVISION 07 THERMAL AND MOISTURE PROTECTION Board Insulation Batt and Blanket Insulation Foamed-in-Place Insulation Exterior Insulation and Finish System Air and Vapour Barriers Aluminum Siding EPDM Membrane Roofing Metal Flashing and Trim Self-Adhering Sheet Flashing Roof Hatches Firestopping and Smoke Seals Sealants...6 DIVISION 08 OPENINGS Metal Doors and Frames Aluminum Framed Entrances Glazed Aluminum Curtain Wall Door Hardware Glazing...6

4 C & H Schonsee Section TABLE OF CONTENTS Project No.: 2164 Page 3 of 3 Division Section Section No. of Numbers Numbers Name Pages DIVISION 09 FINISHES Gypsum Board Assemblies Non-Structural Metal Framing Painting...11 DIVISION DIVISION MECHANICAL REQUIREMENTS Refer to Drawings ELECTRICAL REQUIREMENTS Refer to Drawings END OF SECTION

5 C & H Schonsee Section LIST OF DRAWING SHEETS Project No.: 2164 Page 1 of 2 ARCHITECTURAL DRAWINGS (Planworks Architecture Inc.) A001 A002 A101 A102 A103 A104 A105 A201 A202 A203 A301 A401 A501 A502 A503 A504 A505 A601 A701 Cover General Notes General Notes Overall Site Plan Enlarged Site Plan Fire Connection Plan Sidewalk Plan Site Details Main Floor Construction Plan Curb Plan Roof Construction Plan and Details Exterior Elevations Building Sections Wall Sections Wall Sections Wall Sections Wall Sections Section Details Plan Details Schedules STRUCTURAL DRAWINGS (Protostatix Engineering Consultants Inc.) S101 S102 S103 S104 S105 S201 S202 S301 S302 S303 S401 S501 S502 S503 S504 S601 S602 S603 General Notes General Notes & Typical Details Typical Details Schedules Structural Specifications Pile Layout Plan Foundation Plan Roof Framing Plan Parapet Framing Plan Snow Piling, Wind Uplift & Water Pounding Plans Structural Steel Elevation Concrete Plan Details Concrete Plan Details Concrete Plan Details Foundation Sections Roof Framing Sections Roof Framing Sections Roof Framing Sections

6 C & H Schonsee Section LIST OF DRAWING SHEETS Project No.: 2164 Page 2 of 2 MECHANICAL DRAWINGS (B K Consulting Inc.) M-1 HVAC Roof Plan M-2 HVAC Floor Plan M-3 Plumbing & Sanitary Floor Plan M-4 Specifications ELECTRICAL DRAWINGS (B K Consulting Inc.) E-1 Power Plan E-2 Layout E-3 Electrical Duct Cross Sections E-4 Power Plan CIVIL DRAWINGS (Al-Terra Engineering Ltd.) 7924B-SF 7924B-UG Grading and Drainage Plan Underground Utilities Plan LANDSCAPE DRAWINGS (Design North Landscape Architecture Inc.) L1 L2 Landscape Plan Landscape Details END OF SECTION

7 C & H Schonsee Section LIST OF CONSULTANTS Project No.: 2164 Page 1 of 1 Owner C & H Properties Inc Bell Tower Avenue T5J 0H8 Mike Podmoroff Tel.: (780) mpodmoroff@chproperties.ca Architect Planworks Architecture Inc. #201, Street NW T5J 1H5 Mark Tkachuk Tel.: (780) ext mtkachuk@pwarch.ca Structural Protostatix Engineering Consultants Inc. #1100, Jasper Avenue T5J 1W8 Lindsay Mouser Tel.: (780) lmouser@protostatix.com Mechanical B K Consulting Inc. #3, 490 Harry Walker Parkway South Newmarket, ON L3Y 0B3 Shawn Richards Tel.: (905) shawn@bkconsulting.ca David Sirois Tel.: (780) dsirois@protostatix.com Electrical B K Consulting Inc. #3, 490 Harry Walker Parkway South Newmarket, ON L3Y 0B3 Ron Hing Tel.: (905) ron@bkconsulting.ca Landscape Design North Landscape Architecture Inc. 77 Chippewa Road Sherwood Park, AB T8A 6J7 Stefan Luchinger Tel.: (780) sl@dnla.ca Civil Al-Terra Engineering Ltd Street NW T6B 3T4 Geotechnical Shelby Engineering Ltd Avenue T6E 5V1 Kelly Alsmo Tel.: (780) kalsmo@al-terra.com Tel.: (780) contact@shelbyengineering.ca END OF SECTION

8 C & H Schonsee Section INVITATION TO BID Project No.: 2164 Page 1 of 1 INVITATION TO BID C & H Schonsee The intent of this Invitation to Bid is to solicit and receive formal offers to supply and install labour, materials and equipment herein described as WORK in the contract documents, for a stipulated price contract and unit prices where applicable. BIDS will be received at the offices of Planworks Architecture Inc., until 2:00 PM (Local Time), Thursday, June 26 th, 2017, from the invited Bidders for this project. Bids must be sealed in an envelope and the envelope must be clearly marked C & H Schonsee and have the Bidders name and/or Company name on it. Bids are to be delivered to the following address before the indicated closing date and time. Faxed or ed bids are not acceptable. Planworks Architecture Inc. #201, Street NW T5J 1H5 Attention: Ben Gardner The Bids will be opened privately, immediately after the close of Tender. Electronic Tender documents will be made available to the Invited Bidders who are, or will be authorized to conduct business in the Province of Alberta. Tender documents shall be the basis upon which Bids shall be submitted. The Tender Documents consist of the following: Specifications and all related bidding documents, forms, and sample bonding documents. Drawings and Legal Plans Addenda (if applicable) Additional Information (Geotechnical Evaluation) Each Bid must be accompanied by the Bid Security as specified in the Tender Documents. The Owner reserves the right to accept or reject any or all Bids, or to accept any Bid, even if it is not the lowest bid, which the Owner deems to be in the Owner s best interest. All Bid inquiries are to be ed to the Prime Consultant, faxed or phone in queries will not be accepted or responded to: Prime Consultant: Planworks Architecture Inc. #201, Street NW T5J 1H5 Attention: Mark Tkachuk Ph: (780) Ext mtkachuk@pwarch.ca

9 C & H Schonsee Section INSTRUCTION TO BIDDERS Project No.: 2164 Page 1 of 6 Part 1 General 1.1 SUMMARY.1 The intent of this bid call is to solicit and receive formal offers from invited Bidders (Contractors) to the construct the following Project:.2 The Prime Consultant is: C & H Schonsee Edmonton, Alberta Planworks Architecture Inc. #201, Street NW T5J 1H5 Telephone: (780) Bids for project Bid shall be prepared and submitted and the bidding process shall be administered in accordance with these Instructions to Bidders. 1.2 INTENT.1 Intent of this Bid call is to obtain an offer to perform work to complete a Free Standing Multi-Tenant CRU Building, shell building and sitework, for a Stipulated Price contract, in accordance with Contract Documents..2 Perform Work within 8 months, commencing from time of initiating work..3 Initiate work within seven (7) days of receipt of notice of contract award. 1.3 CONTRACT DOCUMENTS IDENTIFICATION.1 Contract Documents are identified as C & H Schonsee as prepared by Planworks Architecture Inc. 1.4 CONTRACT/BID DOCUMENTS.1 Agreement Form..2 Definition:.1 Contract Documents: Defined in CCDC 2-08 Edition, Definitions..2 Bid Documents: Contract Documents supplemented with Instructions to Bidders, Bid Form, and Bid Supplementary Forms identified..3 Bid, Offer, or Bidding: Act of submitting an offer under seal..4 Bid Price: Monetary sum identified in Bid Form as an offer to perform work.

10 C & H Schonsee Section INSTRUCTION TO BIDDERS Project No.: 2164 Page 2 of 6.3 Availability:.1 Bid Documents intended for invited Bidders only; will be issued to Bidders via drop box link..4 Examination:.1 Bid Documents are only available via drop box link as issued by Planworks Architecture Inc..2 Upon receipt of Bid Documents verify that documents are complete..3 Immediately notify Consultant upon finding discrepancies or omissions in Bid Documents..5 Queries/Addenda:.1 Direct questions to:.1 Planworks Architecture Inc. Mark Tkachuk mtkachuk@pwarch.ca Telephone: (780) Ext Addenda may be issued during bidding period. All addenda become part of Contract Documents. Include costs in Bid Price..3 Verbal answers are only binding when confirmed by written addenda..4 Clarifications requested by bidders must be in writing not less than four (4) business days before date set for receipt of Bids. Reply will be in form of an addendum, a copy of which will be forwarded to known bidders no later than four (3) three working days before receipt of Bids..6 Product/System Options:.1 Where Bid Documents stipulate a particular product, substitutions will be considered by Consultant after Bid Closing only..2 In submission of substitutions to products specified, Bidders shall include in their Bid, any changes required in work to accommodate such substitutions. A later claim by Bidder for an addition to contract price because of changes in work necessitated by use of substitutions shall not be considered..3 Substituted products will be considered if submitted as an attachment to Bid Form..4 Submission shall provide sufficient information to enable Consultant to determine acceptability of such products.

11 C & H Schonsee Section INSTRUCTION TO BIDDERS Project No.: 2164 Page 3 of 6.5 Provide complete information on required revisions to other work to accommodate each substitution, dollar amount of additions to or reductions from Bid Price, including revisions to other work..6 Unless substitutions are submitted in this manner and subsequently accepted, provide products as specified..7 Approval to submit substitutions prior to submission of Bids is not required. 1.5 SITE EXAMINATION.1 Before commencing work, Contractor to visit site of work and familiarize themselves with existing site conditions..2 Claims for additional costs will not be considered with respect to existing conditions which could have been reasonably ascertained by a site examination prior to the closing date. 1.6 QUALIFICATIONS.1 Subcontractors:.1 Owner reserves right to reject a proposed subcontractor for reasonable cause..2 Refer to CCDC 2 Article GC 3.8 Labour and Products of General Conditions. 1.7 BID SUBMISSION.1 Bids that are unsigned, improperly signed or sealed, conditional, illegible, obscure, contain arithmetical errors, erasures, alterations, or irregularities of any kind, may at discretion of Owner, be declared informal..2 Bids with Bid Forms and enclosures which are improperly prepared shall at discretion of Owner, be declared informal..3 Bids that fail to include security deposit, bonding or insurance requirements shall at discretion of Owner, be declared informal..4 Bids are by invitation, only from selected bidders. Bids from unsolicited bidders shall be returned..5 Section Invitation to Bid states the date and time up to which Bids will be received, hereinafter called the 'bid closing time'. The Owner or the Prime Consultant may extend the bid closing time by addendum..6 Submissions:.1 Bidders shall be solely responsible for delivery of their Bids in manner and time prescribed.

12 C & H Schonsee Section INSTRUCTION TO BIDDERS Project No.: 2164 Page 4 of 6.2 Submit one copy of executed offer on Bid Forms provided, signed and with corporate seal together with required security in a sealed opaque envelope, clearly identified with Bidder s name, project name..3 Insert closed and sealed Bid Form envelope and requested forms in a larger opaque envelope and label this envelope as noted above..4 Improperly completed information, shall be cause not to open Bid envelope and declare Bid informal..5 An abstract of submitted Bids will be made available to Bidders following Bid opening and award. 1.8 SUFFICIENCY OF BID.1 The submission of a Bid shall constitute an incontrovertible representation by the Bidder that:.1 the Bidder has complied with all requirements of these Instructions to Bidders,.2 the Bidder is qualified and experienced to perform the Work in accordance with the Bid Documents,.3 the bid is based upon performing the Work in accordance with the Bid Documents, without exception, and.4 the price or prices stated in the bid cover all the Bidder's obligations under the Contract and all matters and things necessary for the performance of the Work in accordance with the Bid Documents. 1.9 BID ENCLOSURES/REQUIREMENTS.1 Security Deposit:.1 Use latest edition CCDC approved bond forms..2 If no contract is awarded, all security deposits will be returned..2 Agreement to Bond:.1 Submit with Bid Form, an Agreement to Bond, stating that surety is willing to supply Performance and Labour and Materials Payment Bond specified..2 Include cost of bonds in Bid Price and provide on Information Submittal Forms as a separate line item.

13 C & H Schonsee Section INSTRUCTION TO BIDDERS Project No.: 2164 Page 5 of 6.3 Performance Assurance:.1 Accepted Bidder must provide Performance and Labour and Materials Payment Bond as described in Supplementary Conditions..2 Include cost of bonds in Bid Price and provide on Information Submittal Forms as a separate line item..4 Insurance:.1 Provide signed "Undertaking of Insurance" on standard form provided by insurance company stating intention to provide insurance to Bidder in accordance with insurance requirements of Contract Documents..5 Bid Form Requirements:.1 State in Bid Form, time required to complete work. Completion date in Agreement must be this completion time added to commencement date..2 Bidder, in submitting an offer, accepts time period stated in Contract documents for performing work. Completion date in Agreement shall be this completion time added to commencement date..3 Bidder, in submitting an offer, agrees to complete work by date indicated in Contract Documents, but may propose a revision to contract time with an adjustment to Bid price..4 Owner requires that work of this contract be completed as quickly as possible and consideration will be given to time of completion when reviewing Bids submitted..5 Refer to Supplementary Conditions for inclusion of taxes and procedures for tax rebate claims by Owner..6 Fees for Changes in Work:.1 Include in Bid Form, percentage markup for overhead and profit applicable for changes in work, whether additions to or deductions from work on which Bid price is based..2 Include in Bid Form, fees proposed for subcontract work for changes (both additions and deductions) in work. Contractor shall apply markup as noted, to subcontractor's gross (5% net plus markup) costs on additional work..7 Bid Signing:.1 Bid form shall be signed under seal by Bidder..2 Sole Proprietorship: Signature of sole proprietor in presence of witness who will also sign. Insert words "Sole Proprietor" under signature. Affix seal.

14 C & H Schonsee Section INSTRUCTION TO BIDDERS Project No.: 2164 Page 6 of 6.3 Partnership: Signature of all partners in presence of witness who will also sign. Insert word Partner under each signature. Affix seal to each signature..4 Limited Company: Signature of duly authorized signing officer(s) in normal signatures. Insert officer's capacity in which signing officer acts, under each signature. Affix corporate seal. If Bid is signed by officials other than President and Secretary of company, or President-Secretary- Treasurer of company, copy of by-law resolution of Board of Directors authorizing them to do so must also be submitted with Bid in Bid envelope..5 Joint Venture: Each party of joint venture must execute Bid under respective seals in manner appropriate to such party as described above, similar to requirements of Partnership..8 Supplementary Bid Information:.1 All bidders must complete Supplementary Bid Information forms at time of Bid Closing time:.1 Information Submittal Form A List of Subcontractors and Suppliers and Price Breakdown for Each..2 Unit Price Form..3 Separate Price Form OFFER ACCEPTANCE/ REJECTION.1 Duration of Offer.1 Bids shall remain open to acceptance, and irrevocable for a period of forty-five (45) days after the Bid closing date..2 Acceptance of Offer.1 Owner reserves right to accept or reject any or all offers..2 After acceptance by Owner, Consultant will issue to successful Bidder, written Bid acceptance..3 After Bid has been accepted, unsuccessful Bids will be returned to respective Bidders with submitted Bid securities and other requested enclosures. END OF SECTION

15 C & H Schonsee Section BID FORM Project No.: 2164 Page 1 of 2 SUBMIT TO: Planworks Arcitecture Inc. #201, Street NW T5J 1H5 On behalf of the Owner: C & H Properties 1702 Bell Tower Avenue T5J 0H8 PROJECT: C & H Schonsee and Associated Sitework BIDDER: (Legal Name) (Street Address) (City, Province, Postal Code) 1. Bid Price.1 Having examined the Bid Documents, and Addenda numbered to issued by the Consultant. [Bidder to fill in blanks for Addenda received].2 Confirming that our Bid Price is based on specified provisions only..3 Confirming that our Bid Price excludes Goods and Services Tax..4 I/We hereby offer to enter into a Contract to perform the Work required by the Bid Document, and to furnish all materials, plant and labour necessary for the proper completion of the Work for the Bid Price indicated below in lawful money of Canada. Dollars ($ ) BID PRICE: (Bid Price in words, including allowance if any, excluding GST) (total in figures).5 Submitted this day of Declarations.1 I/We agree to attain Substantial Performance of the Work by, with Final Completion by..2 I/We state that no person, firm or corporation other than the undersigned has any interest, financial or otherwise, in this Bid or in the proposed Contract for which the Bid is made..3 I/We hold that this Bid shall be held irrevocable and is open to acceptance by the Owner until forty-five (45) days after the Bid Closing Time, as more specifically set out in the Instructions to Bidders..4 In submitting this Bid I/We understand that a Bid Revision will not be called if minor changes to the Bid Document are contemplated by the Owner, or after Bid Closing.

16 C & H Schonsee Section BID FORM Project No.: 2164 Page 2 of 2.5 In submitting this Bid I/We understand that the contract is based on the availability of a building permit..6 The Owner reserves the right to request a Bid Revision from any or all Bidders where significant modifications to the Bid Document become apparent at, or after Bid Closing. 3. Attachments.1 This Bid includes the following: 4. Signatures.1 Completed Document Information Submittal Form (4 pages)..2 Completed Document Unit Prices Form (6 pages)..3 Completed Document Separate Price Form (1 page). SIGNED, SEALED AND SUBMITTED for and on the behalf of [Insert name of Bidder] signature of Bidder s authorized representative name of Bidder s authorized representative witness signature or corporate seal title of status of person signing above (print or type) name and title of witness END OF SECTION

17 C & H Schonsee Section INFORMATION SUBMITTAL FORMS Project No.: 2164 Page 1 of 4 This Information Submittal Form must be competed in its entirety and shall be submitted in accordance with instructions contained within the Instructions to Bidders. SUBMIT TO: Planworks Arcitecture Inc. #201, Street NW T5J 1H5 On behalf of the Owner: C & H Properties 1702 Bell Tower Avenue T5J 0H8 PROJECT: C & H Schonsee and Associated Sitework BIDDER: (Legal Name) (Street Address) (City, Province, Postal Code) 1. Information Submittal Forms.1 Provide the following Information Submittal Form to the Owner:.1 Information Submittal Form A List of Subcontractors and Suppliers, and Price Breakdown for Each. Information Submittal Form Follows Note: All amounts are GST out. Bidders Initials

18 C & H Schonsee Section INFORMATION SUBMITTAL FORMS Project No.: 2164 Page 2 of 4 INFORMATION SUBMITTAL FORM A LIST OF SUBCONTRACTORS AND SUPPLIERS AND PRICE BREAKDOWN FOR EACH PROJECT: C & H SCHONSEE SHELL BUILDING AND SITEWORK DIVISION 03 Concrete Concrete Slab $ Grade Beams $ Piling $ DIVISION 04 Masonry Stone Masonry $ DIVISION 05 Metals Structural Steel $ Steel Joists $ Steel Decking $ Metal Fabrications $ DIVISION 06 Wood, Plastics and Composites Rough Carpentry $ DIVISION 07 Thermal and Moisture Protection Roofing (EPDM) $ Insulation $ Metal Flashings and Trims $ EIFS (Stucco System) $ Air Seal / Fire Stopping $ Aluminum Siding $ Joint Sealants $ Note: All amounts are GST out. Bidders Initials

19 C & H Schonsee Section INFORMATION SUBMITTAL FORMS Project No.: 2164 Page 3 of 4 DIVISION 08 Openings Aluminum Entrances and Curtain Wall $ Door Hardware $ Glazing $ Metal Doors and Frames $ Access Doors and Panels $ DIVISION 09 Finishes Gypsum Board $ Painting $ Steel Stud Framing $ DIVISION 22/23 Plumbing and HVAC Building $ DIVISION 26 Electrical Building $ DIVISION 31 Earthwork Earthwork $ DIVISION 32 Exterior Improvements Asphalt $ Concrete Sidewalks $ Garbage Enclosure and Bins $ Site Furniture $ Landscaping $ Note: All amounts are GST out. Bidders Initials

20 C & H Schonsee Section INFORMATION SUBMITTAL FORMS Project No.: 2164 Page 4 of 4 Others: OTHER $ OTHER $ OTHER $ Cash Allowance Inspections and Testing $ 25,000 Cash Allowance Flood Testing of Roof $ 5,000 Subtotal Building $ General Requirements/Fees: Other General Requirements $ Overhead & Profit $ Subtotal General Requirements $ Grand Total (all inclusive excluding GST) $ END OF SECTION Note: All amounts are GST out. Bidders Initials

21 C & H Schonsee Section UNIT PRICE FORM Project No. : 2164 Page 1 of 6 PROVIDE THE FOLLOWING UNIT RATES, WHICH ARE TO MAKE UP PART OF THE CONTRACT, AND ARE TO BE APPLIED TO THE CONTRACT (CREDIT OR EXTRA) IF DIRECTED SO BY THE CLIENT AND/OR ARCHITECT 1. Demising Walls Addition Deletion a. Cost / Lineal Foot based on Wall Type P1 (1 Hour Rated Interior Wall). b. Cost / Lineal Foot based on Wall Type P2 (2 Hour Rated Interior Wall). 2. Cement Stabilization / sq.m Addition Deletion a mm. b mm. c mm. d mm. 3. Pile Casing Addition Deletion a. Cost / Lineal Foot. 4. Concrete Floor Slab Addition Deletion a. Cost / Square Foot. 5. Concrete Filled Bollards Addition Deletion a. Cost / 8 diameter concrete filled bollard (Bollards to b similar detail to detail 3 on drawing A105). Note: All amounts are GST out. Bidders Initials

22 C & H Schonsee Section UNIT PRICE FORM Project No. : 2164 Page 2 of 6 6. Excavation & Site Work Addition Deletion a. Bulk excavation and backfill / cu.yd. b. To import to the site and install compacted Granular B Type 1 installed and compacted in 8 layers per cu.m. c. To import to the site and install compacted Granular A installed and compacted in 8 layers per cu.m. d. To excavate and dispose of unsuitable site materials (not contaminated) including all General contractor mark-ups and dumping fees. Per cu.m. d. To excavate and reinstall suitable soil (Soil approved by soils engineer for reinstallation) in 8 layers per cu.m. 7. Excavation and Backfill Addition Deletion a. Exterior excavation and backfill with Native / cu.yd. b. Interior excavation and backfill / cu.yd. 8. Concrete Saw-Cutting Addition Deletion a. Concrete saw-cutting, including removal, disposal, and x-ray of slab / lin.ft. 9. Provide unit prices for each type of concrete mix to satisfy specified or noted strength in place, including all labour and equipment cost, plus labour burdens and taxes / cubic yard (cu.yd) No Winter Heat c/w Winter Heat Concrete Supply and Placed Addition Deletion Addition Deletion 5 MPA Lean Mix.. 10 MPA U-Fill / Lean Mix.. 25 MPA Slab-on-Grade.. 25 MPA Foundations.. 35 MPA Exterior Slab c/w air.. Note: All amounts are GST out. Bidders Initials

23 C & H Schonsee Section UNIT PRICE FORM Project No. : 2164 Page 3 of Concrete Addition Deletion a. 125mm (5 ) concrete sidewalk c/w granular A baser per sq.m.. b. 150mm (6 ) concrete slab reinforced on compacted to 100% SPMD per sq.m Ceilings / sq.ft. Addition Deletion a. Suspended Gypsum c/w stud framing. b. Suspended T-Bar c/w panels. 12. Hollow Metal Doors and Frames, 36 - / Unit Addition Deletion a. Non-Rated. b. Non-Rated, Insulated. c. 45min Rated. d. 45min Rated, Insulated. e. 1.5hr Rated. f. 1.5hr Rated, Insulated. 13. Roofing Addition Deletion a. Roofing / 100 sq.ft Painting / sq.ft. Addition Deletion a. Interior Walls. b. Interior Ceilings. 15. Gas service, including all piping, fittings and supports from Gas Meter locations / lin.ft. Addition Deletion a. 1 dia.. b. 1 ½ dia.. c. 2 dia.. d. 2 ½ dia.. e. 3 dia.. Note: All amounts are GST out. Bidders Initials

24 C & H Schonsee Section UNIT PRICE FORM Project No. : 2164 Page 4 of Electrical powered Hot Water Tank, including all electrical connections and mechanical drainage / each Addition Deletion a. 15 kva. b. 30 kva. c. 45 kva. d. 75 kva. e kva. 17. Unit rate to supply and install transformers, Including hanging supports from structure above / each Addition Deletion a. Non-Rated. b. Non-Rated, Insulated. c. 45min Rated. d. 45min Rated, Insulated. e. 1.5hr Rated. f. 1.5hr Rated, Insulated. Note: All amounts are GST out. Bidders Initials

25 C & H Schonsee Section UNIT PRICE FORM Project No. : 2164 Page 5 of Electrical Service / lin.ft Unit rate to supply and install the following electrical items. Addition Deletion a. (4) #400kcmil + ground 3 C. b. (4) #350kcmil + ground 3 C. c. (4) #300kcmil + ground 2 ½ C. d. (4) #250kcmil + ground 2 ½ C. e. (4) #3/O 2 C. f. (4) #3 2 C. g. (4) #6 1 C. Conduit per 10-0 length Addition Deletion a. ¾. b. 1. c. 1 ¼. d. 1 ½. e. 2. f. 3. g. 4. Install Wire in conduit per 10-0 length Addition Deletion a. (4) #12 plus grounds. b. (4) #10 plus grounds. c. (4) #8 plus grounds. d. (4) #6 plus grounds. Note: All amounts are GST out. Bidders Initials

26 C & H Schonsee Section UNIT PRICE FORM Project No. : 2164 Page 6 of Labour The hourly labour cost of providing a title representative, inclusive of all charges for supervision, variable labour factors, hand tools, payroll burdens, warranties, storage rentals, additional bonding, parking, clean-up, as-built drawings, freight and delivery, lift rentals, inclusive of overhead and profit and exclusive of the HST is as follows: Addition Deletion a. Construction Project Manager including all benefits per hour.. b. Superintendent including all benefits per hour.. c. Labour rate for structural steel erection including welding / hr.. d. Licensed Mechanical Tradesperson including overhead and profit / hr.. e. Licensed Electrical Tradesperson including overhead and profit / hr.. f. Skilled carpenter including overhead and profit / hr.. g. Drywaller and taper including overhead and profit / hr.. h. Master Mason including overhead and profit / gr.. Date Contractor s Name Signature of legal signing Authority END OF SECTION Note: All amounts are GST out. Bidders Initials

27 C & H Schonsee Section SEPARATE PRICES FORM Project No.: 2164 Page 1 of 1 Part 1 General 1.1 SEPARATE PRICE.1 The following is my/our separate price for the work listed hereunder and described in the tender documents..2 This separate price is all-inclusive of labour, materials, equipment, services, fabrication, installation, overhead and profit, and other related charges..3 Individual Separate Prices may be added to the Final Contract Price at the discretion of the Owner..4 Such work and amounts are NOT included in my/our Bid Price..5 GST is not included. 1.2 DESCRIPTION OF WORK.1 Separate Price No. 1 Storefront Glazing System Provide Aluminum Storefront Glazing System (Kawneer Trifab 451 or approved alternate) for the glazing system in lieu of Aluminum Curtain Wall Framing as outlined on the Architectural Drawings and Specifications. $ (ADDITION/CREDIT).2 Separate Price No. 2 Future Building and Related Sitework Provide pricing for Future Building (as shown on the Architectural Drawings). Pricing to include site items adjacent to the building not included in current contract prices. Contractor to assume building to be of same design and finishes as current contract building. $ (ADDITION) Date Contractor s Name Signature of legal signing Authority END OF SECTION Note: All amounts are GST out. Bidders Initials

28 C & H Schonsee Section FORM OF CONTRACT Project No.: 2164 Page 1 of 1 Part 1 Form of Contract.1 The form of contract between the Contractor and the Owner shall be the Canadian Construction Documents Committee, Stipulated Price Contract, CCDC 2, 2008 edition, hereinafter referred to as CCDC 2..2 CCDC 2 is comprised of the following parts:.1 Agreement between Owner and Contractor..2 Definitions..3 General Conditions of the Stipulated Price Contract..3 CCDC 2 shall form part of the Bid and Contract Documents..4 The Bid Documents incorporate CCDC 2 by reference only. The Contract Documents signed by the Contractor and the Owner will include a copy of CCDC 2..5 All persons with an interest in the Contract are advised to read and understand the CCDC 2. END OF SECTION

29 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 1 of GENERAL.1 These Supplementary General Conditions consist of amendments and supplements to the General Conditions of the Stipulated Price Contract, hereinafter referred to as the General Conditions, of the Standard Construction Document, CCDC AGREEMENT BETWEEN OWNER AND CONTRACTOR 2.1 ARTICLE A-1 THE WORK.1 Add new paragraph 1.4: The AGREEMENT will be completed by the OWNER incorporating information obtained from both these Specifications and the Bid submitted. 2.2 ARTICLE A-3 CONTRACT DOCUMENTS.1 Revise 3.1 to read: The following are the Contract Documents referred to in Article A-1 of the Agreement THE WORK: 1. AGREEMENT BETWEEN OWNER AND CONTRACTOR 2. DEFINITIONS 3. GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT 4. SUPPLEMENTARY GENERAL CONDITIONS 5. PROJECT SPECIFICATIONS (see Index) 6. SCHEDULES 7. DRAWINGS (see List of Drawings) 8. ALL documents issued during the bidding period. 2.3 ARTICLE A-5 PAYMENT.1 Insert into paragraph 5.3.1: 3. DEFINITIONS, interest at one percent (1%) per annum above the bank rate on such unpaid amounts.1 Article 4 Consultant.1 Add: The prime Consultant is Planworks Architecture Inc..2 The terms Architect, Engineer and Consultant are synonymous for the purposes of this contract..2 Article 7 Contract Price.1 The terms Contract Price and Contract Amount are synonymous for the purposes of this contract.

30 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 2 of 14.3 Article 20 Substantial Performance of the Work.1 Delete this paragraph in its entirety and substitute the following: Substantial Performance of the Work is as defined in the Builders Lien Act (Alberta). The phrase ready for use or is being used for the purpose intended in clause 2(a) of the Act shall be interpreted to mean that all of the prerequisites to Substantial Performance of the Work required by the Contract Documents have been fulfilled. 4. GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT 4.1 PART 1 GENERAL PROVISIONS.1 GC 1.1 CONTRACT DOCUMENTS.1 Revise to read: The Contractor shall be provided without charge a digital set of drawings and specifications via drop box..2 Add new paragraphs , and : The Specifications and Drawings are arranged in a manner to indicate the total content of the Work. For clarity, Specifications are arranged in Standardized Sections and Drawings are arranged to show specific content. The Contractor shall interpret these documents as a whole. The arrangement of Specifications and Drawings does not obligate the Consultant or the Owner to establish limits of responsibility between the Contractor and Subcontractors All instructions contained in the Specifications are directed to the Contractor The Contractor is responsible for the coordination of metric and imperial dimensions as shown on the drawings and as specified. 4.2 PART 2 ADMINISTRATION OF THE CONTRACT.1 GC 2.2 ROLE OF THE CONSULTANT.1 Supplement to include: Change last line to read: will give in writing within a reasonable time, except questions of law arising from the interpretation or application of the Contract Documents.

31 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 3 of 14.2 Add Sentence : All decisions, instructions, consents and approvals will be in writing. Neither Owner nor the Consultant will be responsible for oral decisions, instructions, consents or approvals..2 GC 2.3 REVIEW AND INSPECTION OF THE WORK.1 Add new paragraphs and 2.3.9: Failure of the Consultant, or of an inspection agency to properly carry out any reviews or inspections shall not relieve the Contractor from responsibility to perform the Work in accordance with the Contract Documents If the Contractor is not prepared for any review or inspection after he has notified the Consultant of a proposed review or inspection and as a result the Consultant is required to make a second visit, the Contractor shall be charged per diem for the second visit by the Owner and the amount of such visit shall be deducted from the Contract Price. 4.3 PART 3 EXECUTION OF THE WORK.1 GC 3.4 DOCUMENT REVIEW.1 Revise to read: The Contractor shall review the Contract Documents and shall promptly report any errors, inconsistencies or omissions to the Consultant, which the Contractor may discover. If the Contractor does discover any error, inconsistency, or omission in the Contract Documents, the Contractor shall not proceed with the work affected until the Contractor has received corrected or missing information from the Consultant..2 GC 3.6 SUPERVISOR.1 Revise to read: In the first line, add full-time between the words competent and representative..3 GC 3.7 SUBCONTRACTORS AND SUPPLIERS.1 Add new paragraph 3.7.7: The Contractor shall decide which Subcontractor supplies and installs required materials or equipment. Extra costs will not be considered on grounds of differences in interpretation of the Project Specifications as to which Subcontractor does the work of any particular Section.

32 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 4 of 14.4 GC 3.8 LABOUR AND PRODUCTS.1 Add new paragraphs and 3.8.5: The Contractor shall submit, with application for a Certificate of Substantial Performance, a written guarantee that all products and installation are in accordance with the Contract Documents The Contractor shall use on and in the Work only those products and methods specified, or such products and methods approved by the Consultant prior to award of the Contract in accordance with Section Product Options and Substitutions, or subsequently by issue of a Change Order..5 GC 3.10 SHOP DRAWINGS.1 Add new paragraph : Coordinate requirements of this General Condition with the General Requirements listed in Section Submittal Procedures..6 GC 3.11 USE OF THE WORK.1 Add new paragraph : 4.4 PART 4 ALLOWANCES The Contractor shall not use any service, plant or equipment installed as part of the Work without prior approval in writing from the Owner. On receipt of such approval, the Contractor shall be subject to any conditions as set out as part of such approval and shall be responsible for all costs including damage and compensation for wear..1 GC 4.1 CASH ALLOWANCES.1 Add new paragraph 4.1.8: Coordinate requirements of this General Condition with Cash Allowances listed in Section Allowances.

33 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 5 of 14.2 GC 4.3 VALUATION AND CERTIFICATION OF CHANGES IN THE WORK.1 General Condition 4.3, add new title and paragraphs: GC 4.3 VALUATION AND AUTHORIZATION OF CHANGES IN THE WORK, INCLUDING CASH ALLOWANCES Lump sum quotations submitted for changes in the work (, and for work to be paid for from the contingency allowance or cash allowances) shall be complete with a detailed breakdown of the total sum including quantities of all materials and labour with corresponding material costs and labour rates in sufficient detail to permit the Consultant to review and verify all costs..1 Similar breakdowns for all subtrade work shall be included..2 Prior to submitting any formal quotations, the Contractor shall submit to Consultant for approval, the labour rates he intends to use. Such labour rates shall be consistent with current rates paid to workers..3 The Owner will have the right to request a review of the Contractor s quotation, and where necessary, conduct an independent audit to verify that quotations reflect true value for the work required by the change in the work..4 The form of written request used when preparing a quotation request from the Consultant will be the proposed Change Notice form, refer to Form A attached to this Section Quotations shall include the following:.1 Actual cost of labour and materials only of the Contractor or Subcontractor performing the work..2 Direct and indirect costs to the Contractor or Subcontractor performing the work..3 Direct and indirect costs to the Contractor, where the work is performed by a Subcontractor Direct costs, in addition to labour and material costs, shall be limited to:.1 Scheduling and coordinating the work..2 Ordering, delivering and handling of materials and equipment..3 Supervision and inspection of the work..4 Garbage removal and cleanup.

34 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 6 of 14.5 Preparation and submission of record drawings and maintenance manuals..6 Where the work increases a contract or subcontract amount, a proportional amount for permit fees, insurance and contract security costs (where applicable) shall be included..7 Temporary heating and hoarding, where applicable..8 Deposits lost, where applicable..9 Charges levied by Authorities Having Jurisdiction at the Place of Work, where applicable Indirect costs shall be limited to a maximum of (5%) of the direct costs that are applicable only to the Contractor or Subcontractor performing the work, (5%) to the Contractor, where the work is performed by a Subcontractor, and is identified in Paragraph as overhead, and are to include the following:.1 Estimating..2 Project management or administration..3 Invoicing, accounting and auditing..4 Photocopies, fax, mailing and courier, telephone and all related clerical costs..5 Interest, financing or bank charges..6 Risk..7 Offsite and onsite facilities including offices and temporary washrooms..8 Temporary heating and hoarding except where the work requires these facilities and where such facilities are not already provided for in the contract or subcontract..9 Project vehicles, traveling, accommodation, and meals..10 Safety, including safety meetings..11 Supply of small hand tools, rental cost of all other tools, machinery, and equipment, whether rented from or provided by the Contractor or other including installation, minor repairs and replacements, dismantling, removal, transportation and delivery cost thereof..12 Taxes, duties and levies..13 All other miscellaneous and incidental costs

35 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 7 of PART 5 PAYMENT An allowance of (5%) shall be included for profit to direct costs of the work to the Contractor or Subcontractor incurring the direct costs..1 GC 5.1 FINANCING INFORMATION REQUIRED OF THE OWNER.1 Delete paragraph GC 5.2 APPLICATION FOR PROGRESS PAYMENTS.1 Add to 5.2.1: The Contractor shall submit applications for payment to the Consultant via ..2 Revise to read: In the first line, change fifteen (15) calendar days to read: fourteen (14) working days..3 Revise to read: Add new sentence at the end of the paragraph Identify GST as a separate item..4 Add to 5.2.6: The Contractor shall submit a Statutory Declaration showing that all payments with respect to subcontracts, wages and materials have been made by the Contractor. The Contractor shall include separate lines on each claim to show all Value Added Taxes..5 Add new paragraphs 5.2.8, 5.2.9, , , and The value for work that is incomplete or defective will be deducted from the value of the work completed in order to arrive at the value of the progress payment payable..1 This deducted amount will be held until affected work is complete or defects are corrected..2 The amount deducted will be sufficient to complete or correct the work, as agreed upon between the Contractor and the Owner..3 The Owner will have the right to request a review of the value of the affected work, and where necessary, conduct an independent audit to verify that withheld amounts reflect the true value required to complete or correct the work.

36 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 8 of The Contractor shall, when required by the Consultant, submit receipts, Statutory Declarations or other vouchers showing payments for labour and for material, and acknowledgement of payment received by Subcontractors or suppliers The Consultant will not take into account when issuing a certificate, any amount for which a receipt or other voucher is required and not furnished The Contractor shall submit, with each application after the first, a Statutory Declaration in a form satisfactory to the Owner, stating that all payments due to Subcontractors, suppliers and workers for Work done and materials furnished to the end of the month immediately preceding that covered by current application, have been made The Contractor shall indicate, with each request for progress payment, a separate item clearly identifying the exact amount of GST that the Owner is obliged, under law, to pay..3 GC 5.3 PROGRESS PAYMENT.1 Revise to read: Change 10 calendar days to read 10 working days..4 GC5.4 SUBSTANTIAL PERFORMANCE OF THE WORK.1 Revise to read: When the Contractor considers that the Work is substantially performed, the Contractor shall prepare and submit to the Consultant a comprehensive list of items to be completed or corrected and shall prepare and submit to the Consultant a Certificate of Substantial Performance of the Work for verification by the Consultant. Failure to include an item on the list does not alter the responsibility of the Contractor to complete the Contract..2 Revise to read: The Consultant shall, not later than ten (10) working days after submission by the Contractor of a Certificate of Substantial Performance of the Work, conduct an inspection and assessment of the Work in order to verify the validity of the Certificate. The Consultant will, no later than seven (7) working days, after his inspection notify the Contractor in writing of his approval or reasons for disapproval of the Certificate..3 Revise to read: In the first line, delete issuance of and insert verification by the Consultant.

37 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 9 of 14.5 GC 5.5 PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF THE WORK.1 Revise to read: Delete the word issuance and substitute the words verification by the Consultant..2 Add new paragraph : Applications for release of holdback monies shall be accompanied by a true copy of the Certificate of Title of the Property, which shall be dated to match the claim for payment and shall indicate that no liens are registered as result of the work..3 Revise to read: The holdback amount authorized by the certificate for payment of the holdback amount is due and payable on the day following the expiration of the holdback period stipulated in the lien legislation applicable to the Place of Work and shall be paid accordingly, by the Owner to the Contractor. Where lien legislation does not exist or apply, the holdback amount shall be due and payable in accordance with other legislation, industry practice or provisions, which may be agreed to between the parties. If permitted by the lien legislation applicable to the Place of Work, the Owner may retain out of the holdback amount any sums required by law to satisfy any registered liens against the Work, or any other third party monetary claims against the Contractor, which are enforceable against the Owner..6 GC 5.6 PROGRESSIVE RELEASE OF HOLDBACK.1 Revise to read: Where legislation permits and where, upon application by the Contractor, the Consultant has verified that the work of a Subcontractor has been Substantially Performed, the Owner shall pay the Contractor the holdback amount retained for such subcontract work, on the day following the expiration of the holdback period for such work stipulated in the lien legislation applicable to the Place of Work..7 GC 5.7 FINAL PAYMENT.1 Revise to read: Change Work completed to read the Contractor has achieved Total Performance of the Work..2 Revise to read: In first line change 10 calendar days to read 10 working days.

38 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 10 of 14.3 Revise to read: In the second line, change 5 calendar days to read 5 working days..8 GC 5.10 CONTRACT CANCELLATION.1 General Condition 5.10, add new title and paragraphs: GC 5.1 CONTRACT CANCELLATION The Owner, in its sole discretion, shall have the right, which may be exercised from time to time, to cancel any uncompleted or unperformed portion of the Work by giving not less than five (5) days notice in writing to the Contractor In the event of such cancellation, the Contractor shall be entitled to the following:.1 reimbursement for all items of Work completed and delivered at unit rates, where applicable, and for lump sum items, on the basis of the proportion of the lump sum work completed at the effective date of termination;.2 reimbursement for the costs to the Contractor for Work in progress and expenses incurred in the course of the Work, not otherwise recovered pursuant to sub-paragraph.1 above; and reimbursement for costs and expenses directly caused by the cancellation Title to all Work for which reimbursement is made shall vest in the Owner Owner shall not be liable to the Contractor for consequential loss, loss of business opportunity or loss of anticipated profit on the cancelled portion of the Work This section shall not apply to situations in which the Owner is entitled to terminate the Contract by reason of default by the Contractor.

39 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 11 of PART 6 CHANGES IN THE WORK.1 GC 6.2 CHANGE ORDER.1 Add new paragraphs 6.2.3, 6.2.4, 6.2.5, 6.2.6, and 6.2.8: The preferred method for changes to the work will be by a cost and fixed fee basis. The following mark-ups will apply:.1 For work performed by Contractor s own forces, Contractor shall be entitled to 5% for overhead on direct costs and an additional 5% for profit on the above total, which markups include for the Contractor s Project Administration and Field Supervisory Staff necessary to coordinate and implement any change..2 Each Subcontractor shall be entitled to 5% for overhead on direct costs and an additional 5% for profit on above total..3 Contractor shall be entitled to 5% of Subcontractors total Cost of materials and labour, plus 5% Labour costs shall include the Contractor s actual and necessary net expenditures for wages of labour, field supervision, workers compensation, unemployment insurance, holiday pay, and other applicable charges All estimated costs shall be properly itemized and supported by Subcontractors, Sub-subcontractors and suppliers signed quotations and other substantiating data as may be required by the Consultant to permit evaluation If a Change in the Work results in a decrease in cost, the amount of credit to be given to the Owner by the Contractor shall be the amount of the actual decrease without overhead and profit If a Change in the Work involves both extras and credits and results in a net increase in cost, overhead and profit shall be allowed on the net increased amount only Refer to other Articles in these General Conditions for additional requirements pertaining to valuation and certification of Changes in the Work..2 GC 6.3 CHANGE DIRECTIVE.1 Revise to read: The form of written order to be used where immediate on-site changes in the Work to be used to authorize Work to proceed, will be the Construction Memo form, refer to Form C of this section.

40 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 12 of 14.2 Add new paragraph : The valuation shall be as indicated for Change Orders in GC 6.2 and as modified by the Supplementary Conditions..3 GC 6.4 CONCEALED OR UNKNOWN CONDITIONS.1 Add new paragraph 6.4.5: Neither the Owner nor the Consultant warrant or guarantee the accuracy or completeness of Subsurface Investigation Reports as specified in Section 00220, and the Contractor represents and agrees that he has made his own examinations of the site and subsoil conditions as he deems necessary to ascertain actual conditions that affect the Work of this Contract..4 GC 6.5 DELAYS.1 Add new paragraph 6.5.6: 4.7 PART 7 DEFAULT NOTICE The Contractor is responsible for the care, maintenance and protection of work in the event of any suspension in the performance of the work..1 GC 7.2 CONTRACTOR S RIGHT TO STOP THE WORK OR TERMINATE CONTRACT.1 Delete paragraph Add to 7.2.5:, to the effective date of termination. 4.8 PART 9 PROTECTION OF PERSONS AND PROPERTY.1 GC 9.1 PROTECTION OF WORK AND PROPERTY.1 Add new paragraph 9.1.5: The contractor shall ensure that all privileges presently accruing to adjacent properties are maintained. 4.9 PART 10 GOVERNING REGULATIONS.1 GC 10.1 TAXES AND DUTIES.1 Add new paragraphs , and : The Federal Government Goods and Services Tax (GST) is to be considered a Value Added Tax with respect to the Contract.

41 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 13 of On each application for payment, indicate the appropriate GST the Owner is legally obliged to pay, as a separate amount The GST amount will be paid to the Contractor in addition to the amount certified for payment under the Contract..2 GC 10.2 LAWS, NOTICES, PERMITS AND FEES.1 Revise to read: The Owner has made application for the Building Permit. The Contractor shall (obtain and) pay for, on behalf of the Owner, the building permit and other such permits required for the Construction of the Work. The Owner will obtain and pay for all permanent easements and rights of servitude, if required. The Contractor shall be responsible for obtaining all permits, licenses or certificates necessary for the performance of the Work that applied on the effective date of the Contract PART 11 INSURANCE AND CONTRACT SECURITY.1 GC 11.1 INSURANCE.1 Revise to read: Increase Limits of Coverage to five million dollars inclusive per occurrence. Include a Broad Form Property Damage Endorsement..2 Add new paragraph : Provide Builders Risk Insurance for the construction contract value to Owner and all the Consultants to be named as additional insured. All Consultants to be named individually..2 GC 11.2 CONTRACT SECURITY.1 Add new paragraph : The Contractor shall promptly provide and pay for the following:.1 Performance Bond in the amount of 50% of the Contract Price covering the performance of the Contract including the requirements of GC12.3 Warranty to be in effect for 24 months from the date of Substantial Performance of the Work..2 Labour and Material Payment Bond in the amount of 50% of the Contract Price.

42 C & H Schonsee Section SUPPLEMENTARY GENERAL CONDITIONS Project No.: 2164 Page 14 of 14.3 GC 12.1 INDEMNIFICATION.1 Revise to read:.3 Where Contract Security is in the form of bonds issued by a surety company, such bonds shall be issued by a duly licensed surety company authorized to transact a business of surety ship in the province or territory of the Place of the Work and shall be maintained in good standing until the fulfillment of the Contract. The form of such bonds shall be in accordance with the latest edition of CCDC approved bond forms..4 Where Contract Security is in a form of Cash or Government Bonds, such Contract Security shall be transferred and deposited in a trust account in a bank, credit union, or trust company acceptable to the Owner, and shall be maintained in good standing until fulfillment of the Contract..5 Submit all bonds to the Consultant within 14 days of signing of the Contract..6 No progress payment shall become due until the Owner is in receipt of the Bonds, Insurances, and Contract Breakdown requirements as indicated in the Contract Documents. Delete the phrase The Owner expressly waives the right to indemnity for claims other than those stated above PART 12 INDEMNIFICATION, WAIVER OF CLAIMS AND WARRANTY.1 GC12.3 WARRANTY.1 Revise to read: The warranty period with regard to the Contract is one (1) year from the Date of Substantial Performance of the Work as verified by the Consultant, or those periods specified in the Contract Documents for certain portions of the Work of Products. The warranty period shall commence on the date of verification by the Consultant of Substantial Performance of the Work. END OF SECTION

43 C & H Schonsee Section SUMMARY OF WORK Project No.: 2164 Page 1 of 3 Part 1 General 1.1 RELATED DOCUMENTS.1 Division 1 General Requirements. 1.2 WORK COVERED BY CONTRACT DOCUMENTS.1 Work of this Contract comprises general construction to construct a New 10,230 square foot Multi-Tenant Commercial Retail Unit Building at the C & H Schonsee development located in Edmonton, Alberta. Construction also includes all noted site work, including landscaped areas. The building consists of various exterior finishes of Stone Masonry Veneer, EIFS Stucco System, Anodized Aluminum Curtain Wall and Entrance System and Prefinished Aluminum Wall Panels with wind load bearing steel stud infill. 1.3 CONTRACT METHOD.1 Construct the work under a single stipulated price contract..1 Canadian Construction Documents Committee: CCDC Stipulated Price Contract. 1.4 WORK BY OTHERS.1 Cooperate with other Contractors and Owner in carrying out their respective works and carry out instructions from Owner..2 Coordinate work with that of other Contractors and Owner. If any part of work under this Contract depends for its proper execution or result upon work of another Contractor, report promptly to Consultant, in writing, any defects which may interfere with proper execution of Work. 1.5 WORK SEQUENCE.1 Coordinate progress schedule and coordinate with Construction Manager during construction. 1.6 CONTRACTOR USE OF PREMISES.1 Contractor has unrestricted use of site until Substantial Performance..2 Assume full responsibility for protection and safekeeping of products under this Contract..3 Assume full responsibility for premises assigned to Contractor for performance of the Work..4 Obtain and pay for use of additional storage or work areas needed for operations under this Contract.

44 C & H Schonsee Section SUMMARY OF WORK Project No.: 2164 Page 2 of 3.5 Contractor to supply own job and storage shacks, washroom facilities, telephone and any other items required to complete the project..6 The Contractor may use new mechanical and electrical equipment under the following conditions:.1 Protect the equipment from damage due to construction work including dust..2 Clean and balance all equipment and ductwork. Replace filters, belts and lamps..3 Maintain warrantees of equipment starting from date of Substantial Performance..4 Written confirmation from the Owner that the equipment can be used. 1.7 EXISTING SERVICES.1 Establish location and extent of service lines in area of Work before starting Work..2 Provide adequate bridging over trenches which cross sidewalks or roadways to permit normal traffic..3 Where unknown services are encountered, immediately advise Consultant and confirm findings in writing..4 Protect, relocate or maintain existing active services. When inactive services are encountered, cap off in manner approved by authorities having jurisdiction..5 Record locations of maintained, rerouted and abandoned service lines..6 Construct barriers in accordance with Section Temporary Barriers and Enclosures. 1.8 UTILITIES.1 Contractor is responsible for coordination with all utility companies as required to complete work of this building and as directed by Owner..2 Owner is responsible for payment associated with utility companies, including connection costs. 1.9 TENANT INTERIOR IMPROVEMENTS.1 Refer to following Schedule A for Contractor s responsibilities for preparation requirements for tenant interior improvements.

45 C & H Schonsee Section SUMMARY OF WORK Project No.: 2164 Page 3 of DOCUMENTS REQUIRED.1 Maintain at job site, one copy each of the following documents:.1 Contract Drawings and approved Building Permit Plans..2 Specifications..3 Addenda..4 Reviewed Shop Drawings..5 List of Outstanding Shop Drawings..6 Change Orders..7 Other Modifications to the Contract..8 Field Test Reports..9 Copy of Approved Work Schedule..10 Health and Safety Plan and Other Safety Related Documents..11 All Permits for Work..12 Other documents as specified. END OF SECTION

46 C & H Schonsee SCHEDULE A Project No.: 2164 Page 1 of 1 SCHEDLE A Preparation Requirement for Tenant Interior Improvement In order to be considered Tenant Ready for interior improvements (tenant fitment), the Contractor is responsible to fully complete for the following work: 1. All building perimeter sidewalks installed. 2. All building windows and doors fully installed, sealed and operational. 3. All roof work complete with roof mounted HVAC units commissioned and fully operational providing heating and cooling as indicated on the drawings. 4. The roof shall has passed a flood test supervised and certified by the project roof inspector (may be delayed in the event of freezing temperatures). 5. The building mechanical and electrical room(s) to be fully constructed with all equipment installed and operational, including all local or Provincial Safety Authority sign-offs. The floor slab under the mechanical and electrical room(s) shall be done in advance and not tied to the pouring of the main floor for the tenant so that there shall not be any delay constructing and installing all equipment in the mechanical and electrical room(s). 6. The interior floor slab shall be complete with any under slab rough-ins completed and accepted by the tenant. The Contractor will have the tenant verify and approve any under slab rough-in work before pouring the floor and will then have the floor slab approved by the tenant within 21 days of completion of the floor pour. The Contractor shall be responsible to coordinate these inspections in a timely fashion. 7. All interior perimeter drywall shall be installed, taped, sanded and primed, complete with all fire and/or vapour caulked seals. 8. The entire interior floor area shall be free of all equipment, supplies and debris and in a broom clean condition. 9. The site parking areas shall be prepared such that granular material has been installed and fully compacted to contract specifications ready to receive asphalt. 10. Sign-off letters shall have been received from all Consultants responsible for stamping the shop drawings. 11. Exterior lighting and interior emergency lights must be installed and operational. 12. EIFS inspection reports and final sign-off prepared by manufacturer must be submitted. END OF SECTION

47 C & H Schonsee Section ALLOWANCES Project No.: 2164 Page 1 of 2 Part 1 General 1.1 SECTION INCLUDES.1 Cash Allowances. 1.2 RELATED SECTIONS.1 This Section describes requirements applicable to all Sections within Divisions REFERENCE DOCUMENTS.1 Canadian Construction Documents Committee (CCDC).1 CCDC Stipulated Price Contract..2 Project Supplementary Conditions. 1.4 CASH ALLOWANCES.1 Include in Contract Price specified cash allowances..2 Cash allowances, unless otherwise specified, cover net cost to subcontractor of services, products, construction machinery and equipment, freights, handling, unloading, storage, installation, and other authorized expenses incurred in performing Work..3 Contract Price, and not cash allowance, includes Contractors overhead and profit in connection with such cash allowance..4 Contract Price will be adjusted by written order to provide for excess or deficit to each cash allowance..5 Where cost under a cash allowance exceed amount of allowance, Contractor will be compensated for excess incurred and substantiated plus allowance for overhead and profit as set out in Contract Documents..6 Contractor to include progress payments on accounts of work authorized under cash allowance in Consultant s monthly certificate for payment..7 Prepare schedule, jointly with Consultant and Contractor, to show when items called for under cash allowances must be authorized by Consultant for ordering purposes so that progress of Work will not be delayed..8 Inspecting and Testing allowances include cost of engaging an inspecting or testing agency; execution of inspecting and tests; and reporting results.

48 C & H Schonsee Section ALLOWANCES Project No.: 2164 Page 2 of 2.9 Amount of each allowance:.1 Include the sum of $25,000 for all Testing which includes, concrete testing, soils and paving testing, structural steel and metal deck inspections, and roofing inspections..2 Include the sum of $5,000 to preform flood testing of roof installation for 48 hours. Contractor to complete flood testing with roof inspector present for inception and completion and provide report to Consultants. Contractor to ensure slow release of water at completion of test. END OF SECTION

49 C & H Schonsee Section MEASUREMENT AND PAYMENT Project No.: 2164 Page 1 of 6 Part 1 General 1.1 RELATED DOCUMENTS.1 Section Submittal Procedures. 1.2 GENERAL.1 Payments will be made on the basis of lump sum price and where applicable unit prices bid in the Tender, and in accordance with part Section 5.0 Payment of the General Conditions..2 The prices bid for various items of work, unless specifically noted otherwise, shall include the supply of all labour, plant, products, material, and equipment necessary to construct the Work in accordance with the Contract Documents..3 The prices bid for supply and installation shall be full compensation for supplying, hauling, handling, storing, installing, cleaning, testing, and placing in service together with all other work subsidiary and incidental thereto for which separate payment is not provided elsewhere..4 The method of measurement of the quantities for payment and the basis for payment will be in accordance with the following items of this section. All measurement will be done by the Owner using generally accepted field survey methods..5 Where the Tender shows separate items for supply and installation, the lump sum price and where applicable unit prices bid for supply shall include supplying, delivering, loading, unloading and all allowances for handling, storage, breakage and waste. Payment will be made only for material actually installed in the Work. Progress Payment for supply-only items shall be made only for material and product on the worksite and in the Contractor's care, and shall then become the property of the Owner..6 Other materials on site, whether existing structures, vegetation, topsoil, gravel, sand or other excavated or piled materials, are the property of the Owner. Only those materials specifically noted in the Contract Documents as belonging to the Contractor shall become the Contractor's property..7 Where there are excess excavated materials, unsuitable materials excavated or materials of any kind that are excavated but not used in the Work, such materials are not the property of the Contractor unless authorized in writing by the Owner or specified to be disposed of by the Contractor..8 With each progress payment claim, the Contractor and any pre-selected Supplier shall jointly certify a claim for payment for preordered material used or incorporated into the Work or delivered to the site of the Work during that claim period..9 Upon complete performance of the Work, the Contractor shall credit the Owner for material paid for as supplied on the worksite, but not incorporated in the Work, and remove the surplus material from the worksite.

50 C & H Schonsee Section MEASUREMENT AND PAYMENT Project No.: 2164 Page 2 of BASIS OF PAYMENT.1 The payment is on the basis of a Stipulated Price Arrangement, amounts claimed by the Contractor for progress payments shall be consistent with the approved Contract Price Breakdown..2 The Builders Lien Act of Alberta, Latest Edition, together with the payment conditions, shall govern payment. 1.4 HOLDBACK FROM PROGRESS PAYMENTS.1 The Owner will hold back the amount of 10% from each payment other than payment of holdback, facility start-up payments if any, and final payment, herein called Holdback..2 The Owner will hold back the amount of 2% from each payment to cover costs for deficiencies outstanding at end of project, herein called Deficiency Holdback. 1.5 PROGRESS PAYMENTS.1 Contractor shall submit monthly application for payment to the Owner through the Prime Consultant who will issue a Certificate for Payment..2 Application for payment shall be dated the last day of the monthly payment period agreed to with the Owner and the amount claimed shall be for the value, at that date and for that payment period, of:.1 work performed, including labour provided and material supplied and set in place,.2 material stored at the Place of the Work, but not yet incorporated into the Work,.3 Contractor shall submit with application for payment:.1 sufficient data to permit the Owner to evaluate amount claimed,.2 completed Statutory Declaration Document, with second and subsequent applications for payment,.3 complete Mechanical and Electrical cost breakdown,.4 any additional data requested by the Owner and Consultants..4 The Owner and Consultants will review application for payment and may make adjustments to amount claimed, including reducing amount claimed by the amount of deductions specified in Article Amount payable will then be paid by the Owner, less the holdbacks specified in Article 1.4.

51 C & H Schonsee Section MEASUREMENT AND PAYMENT Project No.: 2164 Page 3 of PAYMENT OF HOLDBACKS.1 100% of Holdback monies will be payable by the Owner to Contractor provided:.1 Prime Consultant has verified Contractor s Certificate of Substantial Performance,.2 Builders Lien Act statutory period of 45 days from date of Substantial Performance has expired,.3 No lien claims have been registered which are then outstanding % of the Deficiency Holdback monies will be payable by the Owner to the Contractor provided:.1 Prime Consultant and Owner have verified all deficiencies have been addressed and resolved..3 Contractor shall submit to the Owner written application for payment of holdback monies, including:.1 Letter of clearance from Workers' Compensation Board,.2 completed Statutory Declaration Document..4 There will be no partial payment of holdback monies with respect to subcontracts which have been substantially performed. 1.7 FINAL PAYMENT.1 The unpaid balance of the Contract Price less all amounts required to be retained under the Builders Lien Act, will be payable by the Owner to Contractor provided:.1 Consultant has issued a Final Certificate for Payment,.2 no lien claims have been registered which are then outstanding,.3 final adjustment of accounts excluding amounts required to be retained under the Builders Lien Act for the minor lien fund, has been rendered and agreed to between Owner and Contractor..2 Any amounts required to be retained under the Builders Lien Act for the minor lien fund will be payable by the Owner to the Contractor providing:.1 The Builders Lien Act statutory period of 45 days from date of issue of letter of Total Performance of the work by the Consultant has expired,.2 No lien claims have been registered which are then outstanding..3 Contractor shall submit written application for final payment, including:.1 Letter of clearance from Workers' Compensation Board,

52 C & H Schonsee Section MEASUREMENT AND PAYMENT Project No.: 2164 Page 4 of 6.2 completed Statutory Declaration Document,.3 statement of final adjustment of accounts..4 Notwithstanding requirements of Article 1.6.1, the Owner and Contractor may agree to defer payment for those portions of the Work which cannot be completed due to circumstances beyond Contractors control. 1.8 DEDUCTIONS FROM PAYMENTS.1 The Owner may deduct from any amount claimed by or payable to Contractor:.1 an amount equal to the value, as determined by the Owner, of work not in accordance with Contract Documents..2 The Owner may deduct from any amount payable to Contractor:.1 Any amount permitted to be deducted under the Builders Lien Act of Alberta..3 Deductions referred to in Articles and will be made if and as required, provided such deductions have not been previously made from monies payable to Contractor. 1.9 WITHHOLDING OF PAYMENT.1 The Owner may withhold all or part of any amount payable to Contractor in order to protect the Owner or third parties from loss due to Contractor s:.1 failure to make payments properly to Subcontractors or for labour, materials or equipment,.2 failure to ensure that Subcontractors make payments properly to Subsubcontractors or for labour, materials or equipment,.3 inability to complete the Work for the unpaid balance of the Contract Price,.4 inability to complete the work within the Contract Time,.5 failure to perform the Work in accordance with the Contract Documents FEDERAL GOODS AND SERVICES TAX.1 Each application for payment shall indicate a separate amount for Federal Goods and Services Tax which shall be considered as separate from the Contract Price..2 The amount of Federal Goods and Services Tax properly chargeable to the Owner by Contractor will be paid by the Owner to the Contractor together with each payment made by the Owner.

53 C & H Schonsee Section MEASUREMENT AND PAYMENT Project No.: 2164 Page 5 of MOBILIZATION AND DEMOBILIZATION.1 Mobilization and demobilization shall include the Contractor's costs of mobilization at the beginning of the project; and the costs of demobilization at the end of the project..2 Included in mobilization are such items as bonding, insurance, permits, moving personnel, materials and equipment to the site, setting up temporary facilities, project signage and all preparation for performing the Work..3 Included in demobilization are preparation and submission of operation and maintenance manuals, removal of all personnel, materials and equipment; and cleanup of the site and the Work..4 The Owner may, at the Owner s own discretion, provide only partial payment if mobilization or demobilization are not complete SITE WORKS.1 Site Clearing.1 Site Clearing shall include the Contractor s cost for general site clearing and preparation including clearing, grubbing, tree and shrub removal and protection, stripping, stockpiling and disposal..2 This item shall be paid as the work is completed and claimed. All work required by the Contractor to undertake the work as determined by the Contractor s inspection of the work site and as described in the Contract Documents..2 Temporary Traffic Control and Project Signage.1 Temporary Traffic Control and Project Signage shall include the Contractor s cost for the implementation of traffic control for the duration of the project, as well as the supply, installation, maintenance, and disposal of project specific signage as required..3 Concrete Pavement Removal.1 Concrete Paving Removal shall include the Contractor s cost for the removal of existing concrete paving including pavement, walk, curb and gutter, ramp, crossing and other slabs..2 This item shall be paid as the work is completed and claimed. All work required by the Contractor to undertake the work as determined by the Contractor s inspection of the work site and as described in the Contract Documents.

54 C & H Schonsee Section MEASUREMENT AND PAYMENT Project No.: 2164 Page 6 of SITE RESTORATION.1 Landscaping including grading, replacement of stockpiled topsoil, sodding and all incidental work including but not limited to fertilizing, watering and maintenance for one year to restore the surface within the area of the Work to a condition same or better than the original..2 Sidewalk repair and replacement including excavation or fill to prepare subgrade, preparation of base or cushion, formwork, supply and placing of concrete, jointing, reinforcing, finishing, curing, sealing and backfilling. Also included is special finishing required to rebuild paraplegic ramps or other pre-existing features..3 Curb and gutter replacement including excavation or fill to prepare subgrade, preparation of base or cushion, formwork, supply and placing of concrete, jointing, reinforcing, finishing, curing, sealing and backfilling. Also included is special finishing required to build paraplegic ramps or other pre-existing features..4 Pavement replacement including cutting existing pavement not previously removed, excavating, loading, hauling, disposal, subgrade preparation, excavating and filling as required, supplying and placing sub-base, base course, and surface course, adjusting utilities to grade, prime coats, tack coats, adjustments to match existing grades, and all incidental work..5 This scope of work shall be paid as the work is completed and claimed. All work required by the Contractor to undertake the work as determined by the Contractor s inspection of the work site and as described in the Contract Documents. END OF SECTION

55 C & H Schonsee Section CHANGE ORDER PROCEDURES Project No.: 2164 Page 1 of 3 Part 1 General 1.1 INTENT.1 Read this Section in conjunction with the conditions governing changes in the Work and valuation of changes in the General Conditions of Contract..2 The General Conditions of Contract provide for valuation of changes by three different methods: lump sum, unit price, and cost plus. This Section applies to the lump sum method only CCDC , Stipulated Price Contract. 1.2 DEFINITIONS.1 "Actual cost of material and labour" as used in the valuation of changes article in the General Conditions of Contract, means the sum of costs directly related to or necessarily and properly incurred by Contractor, Subcontractors and Sub subcontractors in the performance of a change in the Work. Direct costs shall include:.1 Materials cost,.2 Total labour cost,.3 Travel and subsistence cost,.4 Temporary work cost,.5 Construction equipment cost, and shall exclude overhead cost and profit..2 "Material cost" means cost of all Materials, including transportation and storage thereof. All rebates, refunds, returns from sale of surplus Materials, and trade discounts other than prompt payment discounts, shall be credited to Minister..3 "Total labour cost" means sum of direct labour cost and payroll burden cost..4 "Direct labour cost" means base wage costs of employees, excluding payroll burden cost..5 "Payroll burden cost" means costs statutory charges and fringe benefit costs additional to direct labour cost and includes unemployment insurance, workers' compensation, vacation pay, statutory holiday pay, health and welfare, pension plan, training fund, and other payroll costs which are hourly wage dependent and are paid by the employer..6 "Travel and subsistence cost" means travel and subsistence costs incurred by employees when working beyond a reasonable commuting distance from their normal place of residence.

56 C & H Schonsee Section CHANGE ORDER PROCEDURES Project No.: 2164 Page 2 of 3.7 "Temporary work cost" means cost of temporary structures, facilities, services, controls, and other temporary items used in the performance of a Change in the Work, including maintenance, dismantling and removal, less any residual value after dismantling and removal..8 "Construction equipment cost" means the cost of rented or owned equipment, including cost of loading, transportation, unloading, erection, maintenance, dismantling and removal..9 "Overhead cost" means Contractor's, Subcontractors' and Sub-subcontractors' costs related to:.1 operation and maintenance of head offices, branch offices, and site offices,.2 administration at head offices, branch offices, and site offices,.3 general management, legal, audit, and accounting services,.4 buying organization, corporate tax,.5 financing and other bank charges,.6 bonding and insurance,.7 salaries and other compensation of off-site personnel,.8 salaries and other compensation of on-site superintendents and other supervisory personnel,.9 planning, estimating, and scheduling of work,.10 expendable and non-expendable small tools, including maintenance thereof,.11 recruitment and training of on-site staff, and.12 all other costs not defined as direct costs 1.3 CHANGE ORDER PROCEDURES LUMP SUM METHOD OF VALUATION.1 Consultant will issue a Contemplated Change Notice to Contractor..2 Contractor shall submit a Contractor Proposal stipulating:.1 a lump sum increase, decrease, or no change in the Contract Price, and.2 an increase, decrease, or no change in the Contract Time, on account of the proposed change in the Work.

57 C & H Schonsee Section CHANGE ORDER PROCEDURES Project No.: 2164 Page 3 of 3.3 Include in Contractor Proposal a detailed breakdown of lump sum increase or decrease, indicating Contractor's, and where applicable Subcontractors' and Sub subcontractors :.1 itemized direct costs applicable to the proposed change in the Work, and.2 applicable amounts for overhead and profit, in accordance with percentages specified in the General Conditions of Contract. Do not include costs that would otherwise be incurred in the normal performance of the Work..4 Include in detailed breakdown of Contractor Proposal a further breakdown of the total labour cost component indicating, for each applicable trade and trade classification, the labour rate(s) and the number of hours from which the total labour cost is derived..5 Upon Owner s approval and acceptance of Contractor Proposal, a "Change Order" signed by the Owner will be issued to Contractor to be signed by the Contractor. END OF SECTION

58 C & H Schonsee Section PAYMENT PROCEDURES FOR TESTING Project No.: 2164 Page 1 of 2 Part 1 General 1.1 RELATED REQUIREMENTS SPECIFIED ELSEWHERE.1 Particular requirements for inspection and testing to be carried out by testing laboratory designated by Consultant are specified under various sections. 1.2 ARRANGEMENT AND PAYMENT.1 Unless otherwise indicated Contractor will arrange and pay for services of testing and inspections as follows:.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 under the supervision of Consultant..6 Roofing inspection services..7 Concrete testing and monitoring..8 Soil testing and monitoring..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. 1.3 CONTRACTOR'S RESPONSIBILITIES.1 Provide labour, equipment and facilities to:.1 Provide access to Work for inspection and testing..2 Facilitate inspections and tests..3 Make good Work disturbed by inspection and test..4 Provide storage on site for laboratory's exclusive use to store equipment and cure test samples..2 Notify Consultant sufficiently in advance of operations to allow for assignment of laboratory personnel and scheduling of test.

59 C & H Schonsee Section PAYMENT PROCEDURES FOR TESTING Project No.: 2164 Page 2 of 2.3 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

60 C & H Schonsee Section PROJECT MEETINGS Project No.: 2164 Page 1 of 3 Part 1 General 1.1 SECTION INCLUDES.1 Scheduled preconstruction and progress meetings. 1.2 RELATED SECTIONS.1 All Parts of the Contract documents apply to and govern the Work of this Section. 1.3 PRECONSTRUCTION MEETING.1 Prior to signing of the Contract, the Consultant will request a meeting to discuss and resolve administrative procedures and responsibilities..2 Representatives of Owner, Consultant, Contractor, major Subcontractors, suppliers listed in bid form, field inspectors and supervisors must be in attendance..3 Establish time and location of meeting and notify parties concerned minimum (5) five days before meeting..4 Incorporate mutually agreed variations to Contract Documents into Agreement prior to signing..5 General Contractor will record minutes of meetings including significant proceedings and decisions. Identify action by the parties and circulate to all parties present within (5) five business days of meeting..6 Agenda to include the following:.1 Appointment of official representative of participants in the Work..2 Schedule of Work, progress scheduling (Section Construction Schedule)..3 Schedule of submission of shop drawings, samples, colour chips (Section Construction Schedule)..4 Requirements for temporary facilities, site sign, offices, storage sheds, utilities, fences (Section Construction Facilities)..5 Delivery schedule of specified equipment (Section Construction Schedule)..6 Site security (Section Temporary Barriers and Enclosures)..7 Proposed changes, change orders, procedures, approvals required, markup percentages permitted, time extensions, overtime, administrative requirements.

61 C & H Schonsee Section PROJECT MEETINGS Project No.: 2164 Page 2 of 3.8 Record drawings (Section Closeout Submittals)..9 Maintenance manuals (Section Closeout Submittals)..10 Take-over procedures, acceptance, warranties (Section Closeout Submittals)..11 Monthly progress claims, administrative procedures, photographs, holdbacks..12 Appointment of inspection and testing agencies or firms (Section Quality Control)..13 Insurances, transcript of policies. 1.4 CONTRACTOR AND SUBTRADE MEETINGS.1 During course of work, schedule regular subtrade meetings every (2) two weeks for Contractor and major Subcontractors involved in Work. Promptly notify Owner and the Consultant of any major issues or concerns that arise from these meetings. 1.5 PROGRESS MEETINGS.1 During course of Work schedule progress meetings once a month at times and location mutually agreed with Owner and Consultant..2 Consultant, Contractor and Owner are to be in attendance. Major Subcontractors involved in Work may be requested to attend specific meetings..3 Representative of Contractor, Subcontractor and suppliers attending meetings shall be qualified and authorized to act on behalf of the party each represents..4 Contractor to record minutes of meetings including significant proceedings and decisions. Identify action by the parties and circulate to attending parties and affected parties not in attendance within 3 business days after meeting..5 Consultant shall circulate updated Site Instruction, Proposed Change Notice, Change Order, Submittal and Request For Information logs at the progress meetings..6 Notify parties minimum (5) five days prior to meetings..7 Agenda to include the following:.1 Review, approval of minutes of previous meeting..2 Review of Work progress since previous meeting..3 Field observations, problems, conflicts.

62 C & H Schonsee Section PROJECT MEETINGS Project No.: 2164 Page 3 of 3.4 Problems which impede construction schedule..5 Review of off-site fabrication delivery schedules..6 Corrective measures and procedures to regain projected schedule..7 Revision to construction schedule..8 Progress, schedule, during succeeding work period..9 Review submittal schedules and log: expedite as required..10 Maintenance of quality standards..11 Review Proposed Change Notice and Site Instruction log..12 Review proposed changes for affect on construction schedule and on completion date..13 Review Request For Information Log..14 Other business. END OF SECTION

63 C & H Schonsee Section CONSTRUCTION SCHEDULE Project No.: 2164 Page 1 of 3 Part 1 General 1.1 DEFINITIONS.1 Activity: element of Work performed during course of Project. Activity normally has expected duration, and expected cost and expected resource requirements. Activities can be subdivided into tasks..2 Bar Chart (GANTT Chart): graphic display of schedule-related information. In typical bar chart, activities or other Project elements are listed down left side of chart, dates are shown across top, and activity durations are shown as date-placed horizontal bars. Generally Bar Chart should be derived from commercially available computerized project management system..3 Baseline: original approved plan (for project, work package, or activity), plus or minus approved scope changes..4 Construction Work Week: Monday to Friday, inclusive, will provide five day work week and define schedule calendar working days as part of Bar (GANTT) Chart submission..5 Duration: number of work periods (not including holidays or other nonworking periods) required to complete activity or other project element. Usually expressed as workdays or workweeks..6 Master Plan: summary-level schedule that identifies major activities and key milestones..7 Milestone: significant event in project, usually completion of major deliverable..8 Project Schedule: planned dates for performing activities and the planned dates for meeting milestones. Dynamic, detailed record of tasks or activities that must be accomplished to satisfy Project objectives. Monitoring and control process involves using Project Schedule in executing and controlling activities and is used as basis for decision making throughout project life cycle..9 Project Planning, Monitoring and Control System: overall system operated by Consultant to enable monitoring of project work in relation to established milestones. 1.2 REQUIREMENTS.1 Ensure Master Plan and Detail Schedules are practical and remain within specified Contract duration..2 Plan to complete Work in accordance with prescribed milestones and time frame..3 Limit activity durations to maximum of approximately 10 working days, to allow for progress reporting.

64 C & H Schonsee Section CONSTRUCTION SCHEDULE Project No.: 2164 Page 2 of 3.4 Ensure that it is understood that Award of Contract or time of beginning, rate of progress, Interim Certificate and Final Certificate as defined times of completion are of essence of this contract. 1.3 SUBMITTALS.1 Provide submittals in accordance with Section Submittal Procedures..2 Submit to Consultant within (10) ten working days of Award of Contract Bar (GANTT) Chart as Master Plan for planning, monitoring and reporting of project progress..1 Consultant will review schedule and return reviewed copy within seven days after receipt..2 Resubmit finalized schedule within seven days after return of reviewed copy. 1.4 PROJECT SCHEDULE.1 Develop detailed Project Schedule derived from Master Plan..2 Ensure detailed Project Schedule includes as minimum milestone and activity types as follows:.1 Award..2 Permits..3 Mobilizations..4 Exterior Finishing and Roofing..5 Interior Architecture (Walls, Floors and Ceilings)..6 Plumbing..7 Electrical..8 Piping..9 Controls..10 Heating, Ventilating, and Air Conditioning..11 Fire Systems..12 Testing and Commissioning..13 Supplied equipment long delivery items.

65 C & H Schonsee Section CONSTRUCTION SCHEDULE Project No.: 2164 Page 3 of 3.14 Engineer supplied equipment required dates 1.5 PROJECT SCHEDULE REPORTING.1 Update Project Schedule every two weeks reflecting activity changes and completions, as well as activities in progress..2 Submit revised progress schedule with each application for payment..3 Include as part of Project Schedule, narrative report identifying Work status to date, comparing current progress to baseline, presenting current forecasts, defining problem areas, anticipated delays and impact with possible mitigation. 1.6 PROJECT MEETINGS.1 Discuss Project Schedule at regular site meetings, identify activities that are behind schedule and provide measures to regain slippage. Activities considered behind schedule are those with projected start or completion dates later than current approved dates shown on baseline schedule..2 Weather related delays with their remedial measures will be discussed and negotiated. 1.7 SCHEDULE OF SHOP DRAWINGS.1 Coordinate sub-trades, suppliers and manufacturers to ensure that all required shop drawings, samples, product data and other items required for review are scheduled so as to provide sufficient time for review by Consultant..2 Contact necessary sub-trades, suppliers and manufacturers to inform them when submissions are required..3 Shop drawing schedule is not required for submission as part of Construction Schedule..4 Shop drawing schedule will be discussed at regular progress meetings. END OF SECTION

66 C & H Schonsee Section SUBMITTAL PROCEDURES Project No.: 2164 Page 1 of 4 Part 1 General 1.1 CERTIFICATES AND TRANSCRIPTS.1 Before commencement of activities at the Place of the Work, obtain and submit to the Owner a certificate of an account with the Workers' Compensation Board..2 Before commencement of activities at the Place of the Work, obtain and submit to the Owner a transcription of insurance. 1.2 PHOTOGRAPHS.1 Submit project status photographs, in digital format, to the Consultant every two weeks at regular site meetings..2 Take progress photos from two separate viewpoints of exterior until building is closed in and interior thereafter..3 In addition, illustrate any special operation, phase of construction or special detail of unusual interest for record purposes..4 Take photos of primary entrance at substantial completion..5 On completion of project, provide a photograph of the completed project, taken from the best possible viewpoint to show the completed project to its best advantage..6 All photographs will become the Owner's property, to be used for whatever purposes the Owner may desire. 1.3 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES GENERAL.1 Submit to the Consultant, for review, an electronic copy of shop drawings, product data, and physical samples called for by the Contract Documents and for such other items as the Consultant may reasonably request. Do not proceed with work until related submission has been reviewed..2 Submit with reasonable promptness and in orderly sequence so as to not cause delay in Work. 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 Allow fifteen (15) business days for Consultant's review of each submission..4 Work affected by submittal shall not proceed until review is complete..5 Present Shop Drawings, product data, samples and mock-ups in same unit of measure as used on drawings. Where items or information is not manufactured or produced in SI Metric units, converted values within the metric measurement tolerances are acceptable.

67 C & H Schonsee Section SUBMITTAL PROCEDURES Project No.: 2164 Page 2 of 4.6 Adjustments made on Shop Drawings or Samples by Consultant are not intended to change Contract Price or Contract Time. If adjustments affect value of Work, state such in writing to Consultant prior to proceeding with Work..7 After Consultant's review, Contractor to distribute copies as required..8 Keep one (1) reviewed copy of each submission on site. 1.4 SHOP DRAWINGS.1 Shop Drawings means technical data specially prepared for work of this Contract including drawings, diagrams, illustrations, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instructions, measurements and similar information not in standard printed form..2 Submit shop drawings presented in a clear and thorough manner to appropriately illustrate the work..3 Indicate materials, methods of construction and attachment or anchorage, erection diagrams, connections, 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..4 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 re-submission of corrected Shop Drawings, through same procedure indicated above, must be performed before fabrication and installation of Work may proceed. 1.5 PRODUCT DATA.1 Product Data means standard printed information describing materials, products, equipment and systems; not specially prepared for work of this Contract, other than the designation of selections..2 Product data consisting of manufacturers' standard schematic drawings, catalogue sheets, diagrams, schedules, performance charts, illustrations and descriptive data will be accepted in lieu of shop drawings provided that: 1.6 SAMPLES.1 information not applicable to the work of this Contract is deleted, and.2 standard information is supplemented with information specifically applicable to the work of this Contract..1 Samples means cuts or containers of materials or partial sections of manufactured or fabricated components which are physically identical to products proposed for use.

68 C & H Schonsee Section SUBMITTAL PROCEDURES Project No.: 2164 Page 3 of 4.2 Submit for review samples in duplicate as requested in respective specification sections. Label samples with origin and intended use..3 Deliver samples prepaid to Consultant s business address..4 Notify Consultant in writing, at the time of submission, of deviations in samples from requirements of Contract Documents..5 Where colour, pattern or texture is criterion, submit full range of samples..6 Reviewed and accepted samples will become standard of workmanship and material against which installed Work will be verified. 1.7 MOCK-UP.1 Erect mock-ups for review in accordance with Section Quality Control. 1.8 SUBMISSION OF SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.1 Review, date and sign, shop drawings, product data and samples, prior to submission..2 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 coordinated with requirements of Work and Contract Documents..3 Submittals not stamped, signed, dated, identified as to specific project, and attesting to their being reviewed will be returned without being examined and shall be considered rejected..4 Accompany submissions with transmittal letter, containing:.1 Date..2 Project title and number. Clearly label with building name..3 Contractor s name and address..4 Identification of number of pages of each shop drawing, product data and sample..5 Other pertinent data.5 Submissions shall include:.1 Date and revision dates..2 Project title and number. Clearly label with building name..3 Name and address of:.1 Subcontractor..2 Supplier..3 Manufacturer.

69 C & H Schonsee Section SUBMITTAL PROCEDURES Project No.: 2164 Page 4 of 4.4 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 Performance characteristics..6 Standards..7 Operating weight..8 Wiring diagrams..9 Single line and schematic diagrams..10 Relationship to other parts of the Work.6 Determine and verify:.1 Field measurements..2 Field construction criteria..3 Catalogue numbers and similar data..4 Conformance with Contract Documents..5 Affected adjacent Work is coordinated..7 Notify the Consultant, in writing, on the submission and at the time of submission, of deviations from requirements of Contract Documents..8 Submit one set of electronic PDF images of shop drawings..9 Make corrections or changes to rejected submittals and resubmit, as specified for initial submittal..10 After final review, the Consultant will reproduce at his expense, the number of prints they require, and return reviewed PDF images. Contractor shall reproduce, at his expense, the number of prints required for performance of the Work and for completion of Operation and Maintenance Manuals..11 The Consultant s review of submittals does not relieve Contractor from responsibility for errors and omissions, nor deviations from requirements of the Contract Documents. END OF SECTION

70 C & H Schonsee Section HEALTH AND SAFETY Project No.: 2164 Page 1 of 3 Part 1 General 1.1 REFERENCES.1 Canada Labour Code, Part 2, Canada Occupational Safety and Health Regulations..2 Health Canada/Workplace Hazardous Materials Information System (WHMIS)..1 Material Safety Data Sheets (MSDS)..3 Occupational Health and Safety Act, Province of Alberta. 1.2 SUBMITTALS.1 Make submittals in accordance with Section Submittal Procedures..2 Submit site-specific Health and Safety Plan: Within 7 days after date of Notice to Proceed and prior to commencement of Work. Health and Safety Plan must include:.1 Results of site specific safety hazard assessment..2 Results of safety and health risk or hazard analysis for site tasks and operation found in work plan..3 Submit 2 copies of Contractor's authorized representative's work site health and safety inspection reports to Consultant and authority having jurisdiction, weekly..4 Submit copies of reports or directions issued by Federal and Provincial health and safety inspectors..5 Submit copies of incident and accident reports..6 Submit WHMIS MSDS - Material Safety Data Sheets..7 Consultant will review Contractor's site-specific Health and Safety Plan and provide comments to Contractor within 7 days after receipt of plan. Revise plan as appropriate and resubmit plan to Consultant within 7 days after receipt of comments from Consultant..8 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..9 Medical Surveillance: where prescribed by legislation, regulation or safety program, submit certification of medical surveillance for site personnel prior to commencement of Work, and submit additional certifications for any new site personnel to Consultant..10 On-site Contingency and Emergency Response Plan: address standard operating procedures to be implemented during emergency situations.

71 C & H Schonsee Section HEALTH AND SAFETY Project No.: 2164 Page 2 of FILING OF NOTICE.1 File Notice of Project with Provincial authorities prior to beginning of Work. 1.4 SAFETY ASSESSMENT.1 Perform site specific safety hazard assessment related to project. 1.5 MEETINGS.1 Schedule and administer Health and Safety meeting with Consultant prior to commencement of Work. 1.6 REGULATORY REQUIREMENTS.1 Do Work in accordance with Section Regulatory Requirements. 1.7 GENERAL REQUIREMENTS.1 Develop written site-specific Health and Safety Plan based on hazard assessment prior to beginning site Work and continue to implement, maintain, and enforce plan until final demobilization from site. Health and Safety Plan must address project specifications..2 Consultant may respond in writing, where deficiencies or concerns are noted and may request re-submission with correction of deficiencies or concerns. 1.8 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 federal, provincial, territorial and local statutes, regulations, and ordinances, and with site-specific Health and Safety Plan. 1.9 COMPLIANCE REQUIREMENTS.1 Comply with Occupational Health and Safety Act, General Safety Regulation, Province of Alberta UNFORSEEN HAZARDS.1 When unforeseen or peculiar safety-related factor, hazard, or condition occur during performance of Work, follow procedures in place for Employee's Right to Refuse Work in accordance with Acts and Regulations of Province having jurisdiction and advise Consultant verbally and in writing.

72 C & H Schonsee Section HEALTH AND SAFETY Project No.: 2164 Page 3 of HEALTH AND SAFETY COORDINATOR.1 Employ and assign to Work, competent and authorized representative as Health and Safety Coordinator. Health and Safety Coordinator must:.1 Have site-related working experience specific to activities..2 Have working knowledge of occupational safety and health regulations..3 Be responsible for completing Contractor's Health and Safety Training Sessions and ensuring that personnel not successfully completing required training are not permitted to enter site to perform Work..4 Be responsible for implementing, enforcing daily and monitoring sitespecific Contractor's Health and Safety Plan..5 Be on site during execution of Work and report directly to and be under direction of site supervisor POSTING OF DOCUMENTS.1 Ensure applicable items, articles, notices and orders are posted in conspicuous location on site in accordance with Acts and Regulations of Province having jurisdiction, and in consultation with Consultant CORRECTION OF NON-COMPLIANCE.1 Immediately address health and safety non-compliance issues identified by authority having jurisdiction or by Consultant..2 Provide Consultant with written report of action taken to correct noncompliance of health and safety issues identified..3 Consultant may stop Work if non-compliance of health and safety regulations is not corrected BLASTING.1 Blasting or other use of explosives is not permitted without prior receipt of written instruction by Consultant POWDER ACTUATED DEVICES.1 Use powder actuated devices only after receipt of written permission from Consultant 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

73 C & H Schonsee Section ENVIRONMENTAL PROCEDURES Project No.: 2164 Page 1 of 4 Part 1 General 1.1 DEFINITIONS.1 Environmental Pollution and Damage: presence of chemical, physical, biological elements or agents which adversely affect human health and welfare; unfavourably alter ecological balances of importance to human life; affect other species of importance to humankind; or degrade environment aesthetically, culturally and/or historically..2 Environmental Protection: prevention/control of pollution and habitat or environment disruption during construction. Control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants. 1.2 SUBMITTALS.1 Make submittals in accordance with Section Submittal Procedures..2 Prior to commencing construction activities or delivery of materials to site, submit Environmental Protection Plan for review and approval by Consultant Environmental Protection Plan is to present comprehensive overview of known or potential environmental issues which must be addressed during construction..3 Address topics at level of detail commensurate with environmental issue and required construction tasks..4 Environmental protection plan, include:.1 Names of persons responsible for ensuring adherence to Environmental Protection Plan..2 Names and qualifications of persons responsible for manifesting hazardous waste to be removed from site..3 Names and qualifications of persons responsible for training site personnel..4 Descriptions of environmental protection personnel training program..5 Drawings showing locations of material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials including methods to control runoff and to contain materials on site..6 Traffic control plans including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Plans include measures to minimize amount of mud transported onto paved public roads by vehicles or runoff.

74 C & H Schonsee Section ENVIRONMENTAL PROCEDURES Project No.: 2164 Page 2 of FIRES.7 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..8 Spill Control Plan: including procedures, instructions, and reports to be used in event of unforeseen spill of regulated substance..9 Non-Hazardous solid waste disposal plan identifying methods and locations for solid waste disposal including clearing debris..10 Air pollution control plan detailing provisions to assure that dust, debris, materials, and trash, do not become air borne and travel off project site..11 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..12 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 concrete curing water, clean- up water, dewatering of ground water, disinfection water, hydrostatic test water, and water used in flushing of lines..13 Historical, archaeological, cultural resources biological resources and wetlands plan that defines procedures for identifying and protecting historical, archaeological, cultural resources, biological resources and wetlands..14 Pesticide treatment plan: to be included and updated, as required..1 Fires and burning of rubbish on site not permitted. 1.4 DISPOSAL OF WASTES.1 Do not bury rubbish and waste materials on site unless approved by Consultant..2 Do not dispose of waste or volatile materials, such as mineral spirits, oil or paint thinner into waterways, storm or sanitary sewers. 1.5 DRAINAGE.1 Provide erosion and sediment control plan that identifies type and location of erosion and sediment controls to be provided. Plan: include monitoring and reporting requirements to assure that control measures are in compliance with erosion and sediment control plan, Federal, Provincial, and Municipal laws and regulations..2 Provide temporary drainage and pumping as necessary to keep excavations and site free from water.

75 C & H Schonsee Section ENVIRONMENTAL PROCEDURES Project No.: 2164 Page 3 of 4.3 Do not pump water containing suspended materials into waterways or drainage systems..4 Control disposal or runoff of water containing suspended materials or other harmful substances in accordance with local authority requirements. 1.6 SITE CLEARING AND PLANT PROTECTION.1 Protect trees and plants on site and adjacent properties where indicated on Drawings..2 Wrap in burlap, trees and shrubs adjacent to construction work, storage areas and trucking lanes, and encase with protective wood framework from grade level to height of 6-6 (2 m)..3 Protect roots of designated trees to dripline during excavation and site grading to prevent disturbance or damage. Avoid unnecessary traffic, dumping and storage of materials over root zones..4 Minimize stripping of topsoil and vegetation..5 Restrict tree removal to areas indicated or designated by Consultant. 1.7 WORK ADJACENT TO WATERWAYS.1 Do not operate construction equipment in waterways..2 Do not use waterway beds for borrow material..3 Do not dump excavated fill, waste material or debris in waterways..4 Design and construct temporary crossings to minimize erosion to waterways..5 Do not skid logs or construction materials across waterways. 1.8 POLLUTION CONTROL.1 Maintain temporary erosion and pollution control features installed under this contract..2 Control emissions from equipment and plant to local authorities' emission requirements..3 Prevent sandblasting and other extraneous materials from contaminating air and waterways 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.

76 C & H Schonsee Section ENVIRONMENTAL PROCEDURES Project No.: 2164 Page 4 of HISTORICAL / ARCHAEOLOGICAL CONTROL.1 Provide historical, archaeological, cultural resources biological resources and wetlands plan that defines procedures for identifying and protecting historical, archaeological, cultural resources, biological resources and wetlands known to be on project site: and/or identifies procedures to be followed if historical archaeological, cultural resources, biological resources and wetlands not previously known to be onsite or in area are discovered during construction..2 Plan: include methods to assure protection of known or discovered resources and identify lines of communication between Contractor personnel and Consultant 1.10 NOTIFICATION.1 Consultant will notify Contractor in writing of observed noncompliance with Federal, Provincial or Municipal environmental laws or regulations, permits, and other elements of Contractor's Environmental Protection plan..2 Contractor: after receipt of such notice, inform Consultant of proposed corrective action and take such action for approval by Consultant..3 Consultant will issue stop order of work until satisfactory corrective action has been taken..4 No time extensions granted or equitable adjustments allowed to Contractor for such suspensions. END OF SECTION

77 C & H Schonsee Section REGULATORY REQUIREMENTS Project No.: 2164 Page 1 of 2 Part 1 General 1.1 DEFINITIONS.1 Regulatory requirements means laws, by-laws, ordinances, rules, regulations, codes, orders of authorities having jurisdiction, and other legally enforceable requirements applicable to the Work and which are or become in force during the performance of the Work. 1.2 REFERENCES AND CODES.1 Perform Work in accordance with Alberta Building Code 2014, including amendments up to tender closing date and other codes of provincial or local application provided that in case of conflict or discrepancy, more stringent requirements apply..2 Meet or exceed requirements of:.1 Contract documents..2 Specified standards, codes and referenced documents. 1.3 MUNICIPALITIES.1 Perform Work in accordance with the by-laws and ordinances of the Municipality in the jurisdiction of the Work and to the direction of the Authorities Having Jurisdiction. 1.4 BUILDING SMOKING ENVIRONMENT.1 Smoking is not permitted in this building..2 Comply with regulations of Provincial and Local Municipalities. 1.5 CONTRACT DOCUMENTS.1 Contractor shall not be responsible for verifying that contract Documents comply with regulatory requirements, except for where Delegated Design Criteria require a professional to design specific elements of the construction..2 If Contract Documents are at variance therewith, or changes that require modification to Contract Documents are made to regulatory requirements, by authorities having jurisdiction, subsequent to date of bid closing, Contractor shall notify Consulting in writing, requesting direction, immediately such variance of change becomes known to him..3 Owner may make changes required to Contract Documents, and any resulting change in Contract Price or Contract Time will be made in accordance with the General Conditions of Contract.

78 C & H Schonsee Section REGULATORY REQUIREMENTS Project No.: 2164 Page 2 of 2.4 If Contractor fails to notify Consultant in writing and obtain Owner s direction as required in paragraph above, and performs work knowing it to be contrary to regulatory requirements, Contractor shall be responsible for and shall correct violations thereof and shall bear costs, expenses and damages attributable to his failure to comply with provisions of such regulatory requirements. 1.6 PERMITS.1 Development Permit: Owner has applied for, obtained, and paid for a development permit..2 Building Permit:.1 Owner has applied for and paid for the building permit..2 Contractor will require that specific Subcontractors obtain and pay for permits required by the authorities having jurisdiction, where their work is affected by work requiring permits.3 Contractor will display the building permit and such other permits in a conspicuous location at the Place of the Work..3 Occupancy Permits:.1 Where required by authority having jurisdiction, Contractor shall apply for, obtain, and pay for occupancy permits, including partial occupancy permits..2 Where Contract Document deficiencies are required to be corrected in order to obtain occupancy permits, including partial occupancy permits, Consultant will issue appropriate instructions to the Contractor for correction to the Work..3 Contractor shall correct deficiencies in accordance with Consultant s instructions. Where deficiency is not corrected, the Owner reserves the right to make the correction and charge the Contractor for costs incurred..4 Contractor will turn occupancy permits over to Owner after all Subcontractors have completed their portions of the Work. END OF SECTION

79 C & H Schonsee Section REFERENCE STANDARDS Project No.: 2164 Page 1 of 3 Part 1 General 1.1 INTENT.1 All references to codes, standards and standard specifications referred to in these specifications or used on drawings shall mean and intend to be the currently adopted edition, amendment and revision of such reference standards in effect at the time of Bid closing..2 In the event that the most current version of a code, standard or standard specification differs from the version indicated in these specifications:.1 Report the discrepancy to the Consultant immediately..2 The most current standard will be used to establish the quality of the work or material being referenced..3 Referenced standards and code requirements shall be considered minimum requirements only. The specifications may indicate additional requirements in excess of those established by referenced codes and standards..4 Applicable portions of standards used that are not in conflict with the Contract Documents are hereby made a part of the specifications..5 Modifications or exceptions to standards shall be considered as amendments, and unmodified portions shall remain in full effect..6 In cases of discrepancies between the Specifications and Standards, the requirements of the Specifications shall govern..7 In cases of discrepancies between Codes and the Specifications, the Code requirements shall govern..8 Where references to Codes or Standards are used in these specifications, the Contractor and subcontractors must familiarize themselves with the applicable portions and shall be governed by the requirements affecting the project..9 The Contractor shall furnish an affidavit, when requested by the Consultant, from manufacturers certifying that materials or products delivered to the project meet the requirements specified. Such certifications, however, shall not relieve the Contractor or their subcontractors from the responsibility of complying with any added requirements specified in the Contract Documents..10 If there is a question as to whether product or system is in conformance with applicable standards, Consultant reserves the right to have such products or systems tested to prove conformance..1 Cost of such testing will be borne by Owner in the event of conformance with Contract Documents or by Contractor in event of non-conformance. 1.2 BUILDING CODE.1 Conform to and perform Work in accordance with Alberta Building Code 2014, as a minimum, except as indicated as being performed to a higher standard in the Contract Documents.

80 C & H Schonsee Section REFERENCE STANDARDS Project No.: 2164 Page 2 of STANDARDS ORGANIZATIONS.1 The following list of standards organizations indicate the most common standards that may be referenced within the technical specifications:.1 ANSI American National Standards Institute.2 ASTM American Society for Testing and Materials.3 CGA Canadian Gas Association.4 CGSB Canadian General Standards Board.5 CSA Canadian Standards Association.6 CAN1 National Standard of Canada (published by CGA).7 CAN2 National Standard of Canada (published by CGSB).8 CAN3 National Standard of Canada (published by CSA).9 CAN4 National Standard of Canada (published by ULC).10 ULC Underwriters Laboratories of Canada.11 UL or ULI Underwriters Laboratories Inc..12 WHI Warnock Hersey / Intertek Testing Services.2 The following limitations on marks issued by standards organizations will apply to the standards issued by the organizations listed in above..1 Underwriters Laboratories Inc.: Only systems designated by c UL or c UL us will be acceptable for use on this project. Systems indicating UL or UL us will only be considered where local authorities having jurisdiction have reviewed and accepted the systems in writing..2 Warnock Hersey / Intertek: Only materials designated by c WHI or c WHI us will be acceptable for use on this project: Materials being a WH, WHI or WHI us mark will only be considered where local authorities having jurisdiction have reviewed and accepted the materials in writing..3 Contractor and subcontractor will be responsible for obtaining written acceptance of materials and submitting them to the Consultant prior to installation. 1.4 ABBREVIATIONS.1 Additional Technical Societies, Associations, or Standards may be referenced in these specifications in accordance with the following abbreviations: Acoustical Materials Association Air Movement & Control Association Alberta Building Code AMA AMCA ABC

81 C & H Schonsee Section REFERENCE STANDARDS Project No.: 2164 Page 3 of 3 Alberta Floor Covering Association AFCA Alberta Roofing Contractors Association ARCA American Concrete Institute ACI American Iron & Steel Institute AISI American Society of Heating, Refrigerating & Air Conditioning Engineers ASHRAE American Society of Mechanical Engineers ASME American Standards Association ASA American Wood Preservers Association AWPA Architectural Woodwork Manufacturer s Association of Canada AWMAC Canadian Institute of Steel Construction CISC Canadian Sheet Steel Building Institute CSSBI Canadian Welding Bureau CWB Construction Specifications Canada CSC Factory Mutual FM Heating, Refrigerating and Air Conditioning Institute of Canada HRAI Hydronics Institute HI Industrial Fabric Association International IFAI Insulated Glass Manufacturers Association of Canada IGMAC Master Painters Institute MPI National Association of Architectural Metal Manufacturers NAAMM National Building Code NBC National Fire Protection Association NFPA National Lumber Grades Authority NLGA Northwest Wall and Ceiling Bureau NWCB Terrazzo, Tile & Marble Association of Canada TTMAC The Society for Protective Coatings SSPC END OF SECTION

82 C & H Schonsee Section FIRE RATED SEPARATIONS, ASSEMBLIES AND MATERIALS Project No.: 2164 Page 1 of 1 Part 1 General 1.1 REQUIREMENTS.1 Conform to the following requirements to maintain the continuity of fire separations whether or not shown on the drawings..2 Fire separations may not be pierced by electrical or similar service outlets except in accordance with local Building Code..3 Non-combustible construction shall not be supported on combustible construction..4 Where a fire separation is required to be of non-combustible construction and terminates at the exterior wall, the underside of floor, ceiling or roof structures, and at floors, the opening shall be firestopped with non-combustible material as specified in Section Firestopping and Smoke Seals..5 Combustible members, fastenings, and similar items shall not be used to anchor fixtures to fire separations..6 Openings for non-combustible pipes and ducts shall be responsible for ensuring that where their work passes through a fire separation, the opening shall be plugged with ULC labeled and approved firestopping sealant, insulation or other material approved by local authorities having jurisdiction to maintain the integrity of the fire separations. 1.2 FIRE TEST RESPONSE CHARACTERISTICS.1 For assemblies or materials having fire resistance ratings, provide materials and construction identical to those tested in assembly indicated according to CAN/ULC S101 as verified by an independent testing and inspecting agency acceptable to authorities having jurisdiction for fire resistance ratings of specific assemblies indicated on drawings..2 Fire resistance rated assemblies and materials shall bear a label and proof of acceptance as indicated by design designations from ULC List of Equipment and Materials or Warnock Hersey / Intertek Directory of Listed Products. Where no design designation is provided, use only time assigned to materials listed in Appendix D of the Alberta Building Code Fire resistance rated assemblies and materials bearing an Underwriters Laboratories Inc. (UL) or Warnock Hersey / Intertek (WHI) label will be acceptable for use on this project provided that the label indicates acceptance under Underwriters Laboratories of Canada (ULC) and having either a c UL, c UL us, c WHI or c WHI us marking..4 Materials that only have a UL, UL us, WHI or WHI us marking will not be acceptable. END OF SECTION

83 C & H Schonsee Section QUALITY CONTROL Project No.: 2164 Page 1 of 3 Part 1 General 1.1 SECTION INCLUDES.1 Inspection and testing, administrative and enforcement requirements..2 Tests and mix designs..3 Mock-ups..4 Equipment and system adjust and balance. 1.2 INSPECTION.1 Refer to GC 2.3 Review and Inspection of the Work..2 Allow 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..3 Give timely notice requesting inspection if Work is designated for special tests, inspections or approvals by Consultant instructions, or law of Place of Work..4 If Contractor covers or permits to be covered Work that has been designated for special tests, inspections or approvals before such is made, uncover such Work, have inspections or tests satisfactorily completed and make good such Work..5 Consultant will order 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. If such Work is found in accordance with Contract Documents, Consultant shall pay cost of examination and replacement. 1.3 INDEPENDENT INSPECTION AGENCIES.1 Refer to Section Payment Procedures for Testing..2 Independent Inspection/Testing Agencies will be engaged by the Contractor approved by the Owner for the purpose of inspecting and/or testing portions of Work..3 Provide equipment required for executing inspection and testing by appointed agencies..4 Employment of inspection/testing agencies does not relax responsibility to perform Work in accordance with Contract Documents.

84 C & H Schonsee Section QUALITY CONTROL Project No.: 2164 Page 2 of 3.5 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 Consultant at no cost to Owner, Pay costs for retesting and re-inspection. 1.4 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. 1.5 PROCEDURES.1 Notify appropriate agency Owner 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 orderly sequence to not cause delays 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. Provide transport of samples as required by the testing agency. 1.6 DEFECTIVE WORK.1 Refer to GC 2.4 Defective Work..2 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 Consultant as failing to conform to Contract Documents. Replace or re-execute in accordance with Contract Documents..3 Make good other Contractor's work damaged by such removals or replacements promptly..4 If in opinion of Consultant it is not expedient to correct defective Work or Work not performed in accordance with Contract Documents, Owner will deduct from Contract Price difference in value between Work performed and that called for by Contract Documents, amount of which will be determined by Consultant. 1.7 REPORTS.1 Submit electronic copies of inspection and test reports to Consultant..2 Provide copies to subcontractor of work being inspected or tested and manufacturer or fabricator of material being inspected or tested. 1.8 TESTS AND MIX DESIGNS.1 Furnish test results and mix designs as may be requested.

85 C & H Schonsee Section QUALITY CONTROL Project No.: 2164 Page 3 of 3.2 The cost of tests and mix designs beyond those called for in the Contract Documents or beyond those required by the law of the Place of Work shall be appraised by the Consultant and may be authorized as recoverable. 1.9 MOCK-UPS.1 Prepare mock-up for Work specifically requested in the specifications. Include for Work of all Sections required to provide mock-ups..2 Construct in locations acceptable to Consultant or as specified in specific Section..3 Prepare mock-up for Consultant review with reasonable promptness and in an orderly sequence, so as not to cause any delay in the Work..4 Failure to prepare mock-up 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..5 If requested, the Consultant will assist in preparing a schedule fixing the dates for preparation..6 Specification section identifies whether the mock-up may remain as part of the Work or must be removed MILL TESTS.1 Submit mill test certificates as requested or required of specification Sections PROGRESS AS-BUILTS.1 On completion of foundations and major site improvements, Contractor to prepare and deliver, to the Consultant, a certified survey showing dimensions, locations, angles and elevations of Work, in AutoCad and PDF format EQUIPMENT AND SYSTEMS.1 Submit adjustment and balancing reports for mechanical, electrical and building equipment systems..2 Prepare reports in accordance with requirements for Section Closeout Submittals. END OF SECTION

86 C & H Schonsee Section TEMPORARY UTILITIES Project No.: 2164 Page 1 of 1 Part 1 General 1.1 INSTALLATION AND REMOVAL.1 Provide temporary utilities controls in order to execute work expeditiously..2 Remove from site all such work after use. 1.2 DEWATERING.1 Provide temporary drainage and pumping facilities to keep excavations and site free from standing water. 1.3 WATER SUPPLY.1 Provide continuous supply of potable water for construction use..2 Arrange for connection with appropriate utility company and pay costs for installation and use. 1.4 TEMPORARY POWER AND LIGHT.1 Provide and pay for temporary power during construction for temporary lighting and operating of power tools..2 Arrange for connection with appropriate utility company. Pay costs for installation, maintenance and removal..3 Provide and maintain temporary lighting throughout project. Ensure level of illumination on all floors and stairs is not less than 162 lx..4 Electrical power and lighting systems installed under this Contract may be used for construction requirements only with prior approval of Consultant provided that guarantees are not affected. Make good damage to electrical system caused by use under this Contract. Replace lamps which have been used for more than 2 months. 1.5 TEMPORARY COMMUNICATION FACILITIES.1 Provide and pay for temporary telephone and fax necessary for own use..2 Provide data for internet access. 1.6 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. END OF SECTION

87 C & H Schonsee Section CONSTRUCTION FACILITIES Project No.: 2164 Page 1 of 4 Part 1 General 1.1 GENERAL.1 Contractor to submit a proposed site hoarding, lay-down and office layout to the consultant for review and approval..2 Contractor shall restore to pre-existing condition any surfaces, landscaping, products or equipment damaged as result of this contract. 1.2 REFERENCES.1 Canadian Standards Association (CSA International).1 CAN/CSA-Z321-96(R2001), Signs and Symbols for the Occupational Environment. 1.3 INSTALLATION AND REMOVAL.1 Contractor to provide construction facilities in order to execute work expeditiously..2 Prepare site plan indicating proposed location and dimensions of area to be fenced and used by Contractor, number of trailers to be used, avenues of ingress/egress to fenced area and details of fence installation..3 Identify areas which have to be gravelled to prevent tracking of mud..4 Remove from site all such work after use. 1.4 SCAFFOLDING.1 Scaffolding in accordance with CAN/CSA-S Contractor to provide and maintain scaffolding, ramps, ladders, swing staging platforms, temporary stairs and other means for Work. 1.5 HOISTING.1 Contractor to provide, operate and maintain hoists and cranes required for moving of workers, materials and equipment. Make financial arrangements with Subcontractors for use thereof..2 Hoists and cranes shall be operated by qualified operator. 1.6 SITE STORAGE/LOADING.1 Refer to GC 3.3 Temporary Work..2 Confine work and operations of employees by Contract Documents. Do not unreasonably encumber premises with products.

88 C & H Schonsee Section CONSTRUCTION FACILITIES Project No.: 2164 Page 2 of 4.3 Do not load or permit to load any part of Work with weight or force that will endanger Work. 1.7 CONSTRUCTION PARKING.1 Restricted parking will be permitted on site at Contractors direction..2 Parking will be permitted on site provided it does not disrupt performance of the Work..3 Provide and maintain adequate access to project site. 1.8 SECURITY.1 Provide necessary security measures to protect premises and materials stored on site during the course of work up to the date of Substantial Performance. 1.9 OFFICES.1 Contractor to provide and maintain in clean condition during progress of work, adequately lighted, heated to 20 degrees C and ventilated Contractor s office with space for filing and layout of contract documents..2 Provide within office space, a table and chairs to accommodate site meetings..3 Provide adequate required first aid facilities. First-aid case should be clearly marked and fully stocked. It shall be located in a readily available location..4 Subcontractors may provide their own offices as necessary. Direct location of these offices..5 Provide site , fax and telephone service for the duration of the project EQUIPMENT, TOOL AND MATERIALS STORAGE.1 Contractor to provide and maintain, in a clean and orderly condition, lockable weatherproof sheds for 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..3 Contractor to provide and pay for all off site storage as may be required during the duration of this project SANITARY FACILITIES.1 Provide sanitary facilities for work force in accordance with governing regulations and ordinances..2 Post notices and take precautions as required by local health authorities. Keep area and premises in sanitary condition.

89 C & H Schonsee Section CONSTRUCTION FACILITIES Project No.: 2164 Page 3 of CONSTRUCTION SIGNAGE.1 Signs or advertisements other than warning and safety signs, are permitted on site only at the discretion and approval of Owner..2 Locate signs only where directed by Owner..3 Signs and notices for safety and instruction in both official languages Graphic symbols to CAN/CSA-Z Maintain approved signs and notices in good condition for duration of project, and dispose of off site on completion of project or earlier if directed by Owner PROTECTION AND MAINTENANCE OF TRAFFIC.1 Provide access and temporary relocated roads as necessary to maintain traffic..2 Maintain and protect traffic on affected roads during construction period except as otherwise specifically directed by Consultant..3 Provide measures for protection and diversion of traffic, including provision of watch-persons and flag-persons, erection of barricades, placing of lights around and in front of equipment and work, and erection and maintenance of adequate warning, danger, and direction signs..4 Protect travelling public from damage to person and property..5 Contractor's traffic on roads selected for hauling material to and from site to interfere as little as possible with public traffic..6 Verify adequacy of existing public and private roads and allowable load limit on these roads. Contractor is responsible for repair of damage to roads caused by construction operations..7 Provide necessary lighting, signs, barricades, and distinctive markings for safe movement of traffic..8 Contractor to provide dust control that is adequate to ensure safe operation at all times..9 Location, grade, width, and alignment of construction and hauling roads are subject to approval by Consultant..10 Contractor to provide lighting to assure full and clear visibility for full width of haul road and work areas during night work operations..11 Provide snow removal as required during period of Work..12 Remove, upon completion of work, haul roads designated by Consultant.

90 C & H Schonsee Section CONSTRUCTION FACILITIES Project No.: 2164 Page 4 of CLEAN-UP.1 Remove construction debris, waste materials, packaging material from work site daily..2 Clean dirt or mud tracked onto paved or surfaced roadways..3 Store materials resulting from demolition activities that are salvageable..4 Stack stored new or salvaged material not in construction facilities. END OF SECTION

91 C & H Schonsee Section TEMPORARY BARRIERS AND ENCLOSURES Project No.: 2164 Page 1 of 2 Part 1 General 1.1 INSTALLATION AND REMOVAL.1 Contractor to provide temporary controls in order to execute Work expeditiously..2 Remove from site all such work after use. 1.2 HOARDING.1 Erect temporary site enclosures using purpose made, prefabricated interlocking metal fence panels 6-0 high. 1.3 GUARD RAILS AND BARRICADES.1 Provide secure, rigid guard rails and barricades around deep excavations, open shafts, open stair wells, open edges of floors and roofs as required by governing authorities. 1.4 WEATHER ENCLOSURES.1 Provide weather tight closures to unfinished door and window openings, tops of shafts and other openings in floors 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 in accordance with climate data published in the Alberta Building Code for the geographic location of this project..4 During cold weather and freezing temperatures, take precautions to protect building and construction materials and maintain temperatures at specified levels..5 Enclosure of Building:.1 As soon as building construction is sufficiently advanced, enclose and protect openings in envelope with temporary doors, barriers and screens..2 Provide temporary doors with necessary hardware to secure building against illegal entry during none-working hours. 1.5 DUST TIGHT SCREENS.1 Provide dust tight screens or insulated partitions to localize dust generating activities, and for protection of workers, finished areas of Work..2 Maintain and relocate protection until such work is complete.

92 C & H Schonsee Section TEMPORARY BARRIERS AND ENCLOSURES Project No.: 2164 Page 2 of ACCESS TO SITE.1 Provide and maintain access roads, sidewalk crossings, ramps and construction runways as required for access to Work. 1.7 PUBLIC TRAFFIC FLOW.1 Provide and maintain competent signal flag operators, traffic signals, barricades and flares, lights, or lanterns as required to perform Work and protect public. 1.8 FIRE ROUTES.1 Maintain access to property including overhead clearances for use by emergency response vehicles. 1.9 PROTECTION FOR OFF-SITE AND PUBLIC PROPERTY.1 Protect surrounding private and public property from damage during performance of Work..2 Be responsible for damage incurred PROTECTION OF BUILDING FINISHES.1 Provide protection for finished and partially finished building finishes and equipment during performance of Work..2 Provide necessary screens, covers, and hoardings..3 Be responsible for damage incurred due to lack of or improper protection WASTE MANAGEMENT AND DISPOSAL.1 Separate waste materials for recycling in accordance with Section Construction Waste Management and Disposal. END OF SECTION

93 C & H Schonsee Section COMMON PRODUCT REQUIREMENTS Project No.: 2164 Page 1 of 5 Part 1 General 1.1 REFERENCES.1 Within text of each specifications section, reference may be made to reference standards. Refer to Section 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 products or systems are in conformance with applicable standards, Consultant reserves right to have such products or systems tested or to receive test data..4 The 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 bids, except where a specific date or issue is specifically noted. 1.2 QUALITY.1 Products, materials, equipment and articles (referred to as Products throughout the specifications) incorporated in the 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 Procurement policy is to acquire, in cost effective manner, items containing highest percentage of recycled and recovered materials practicable consistent with maintaining satisfactory levels of competition. Make reasonable efforts to use recycled and recovered materials and in otherwise utilizing recycled and recovered materials in execution of work..3 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..4 Should disputes arise as to quality or fitness of products, decision rests strictly with Consultant based upon requirements of Contract Documents..5 Unless otherwise indicated in specifications, maintain uniformity of manufacture for any particular or like item throughout building..6 Permanent labels, trademarks and nameplates on products are not acceptable in prominent locations, except where required for operating instructions, or when located in mechanical or electrical rooms.

94 C & H Schonsee Section COMMON PRODUCT REQUIREMENTS Project No.: 2164 Page 2 of AVAILABILITY.1 Immediately upon signing Contract, review product delivery requirements and anticipate foreseeable supply delays for items. If delays in supply of products are foreseeable, notify 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 Consultant at commencement of Work and should it subsequently appear that Work may be delayed for such reason, 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 AND PROTECTION.1 Handle and store products in manner to prevent damage, adulteration, deterioration and soiling and 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 Store cementitious products clear of earth or concrete floors, and away from walls..5 Keep sand, when used for grout or mortar materials, clean and dry. Store sand on wooden platforms and cover with waterproof tarpaulins during inclement weather..6 Store sheet materials and lumber on flat, solid supports and keep clear of ground. Slope to shed moisture..7 Store and mix paints in heated and ventilated room. Remove oily rags and other combustible debris from site daily. Take every precaution necessary to prevent spontaneous combustion..8 Remove and replace damaged products at own expense and to satisfaction of Consultant..9 Touch-up damaged factory finished surfaces to Consultant's satisfaction. Use touch-up materials to match original. Do not paint over name plates. 1.5 TRANSPORTATION.1 Pay costs of transportation of products required in performance of Work..2 Transportation cost of Products supplied by the Owner will be paid for by the Owner. Unload, handle and store such Products.

95 C & H Schonsee Section COMMON PRODUCT REQUIREMENTS Project No.: 2164 Page 3 of MANUFACTURER'S INSTRUCTIONS.1 Unless otherwise indicated in specifications, 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 Consultant in writing, of conflicts between specifications and manufacturer's instructions..3 Improper installation or erection of Products, due to failure in complying with these requirements, authorizes the Consultant to require removal and reinstallation at no increase in Contract Price. 1.7 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 Consultant if required Work is such as to make it impractical to produce required results..2 Do not employ anyone unskilled in their required duties. Consultant reserves right to require dismissal from site, workers deemed incompetent or careless..3 Decisions as to standard or fitness of Quality of Work in cases of dispute rest solely with Consultant, whose decision is final. 1.8 COORDINATION.1 Ensure co-operation of workers in laying out Work. Maintain efficient and continuous supervision..2 Be responsible for coordination and placement of openings, sleeves and accessories. 1.9 CONCEALMENT.1 In finished areas conceal pipes, ducts and wiring in floors, walls and ceilings, except where indicated otherwise..2 Before installation inform Consultant if there is interference. Install as directed by Consultant REMEDIAL WORK.1 Refer to GC 3.12 Cutting and Remedial Work and Section Execution..2 Perform remedial work required to repair or replace parts or portions of Work identified as defective or unacceptable. Co-ordinate adjacent affected Work as required.

96 C & H Schonsee Section COMMON PRODUCT REQUIREMENTS Project No.: 2164 Page 4 of 5.3 Perform remedial work by specialists familiar with materials affected. Perform in a manner to neither damage nor put at risk any portion of Work LOCATION OF FIXTURES.1 Consider location of fixtures, outlets, and mechanical and electrical items indicated as approximate..2 Inform Consultant of conflicting installation. Install as directed 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 exterior work, unless stainless steel or other material is specifically requested in affected specification Section..4 Space anchors within individual load limit or shear capacity and ensure they provide positive permanent anchorage. Wood, or any other organic material plugs are not acceptable..5 Keep exposed fastenings to a minimum, space evenly and install neatly..6 Fastenings which cause spalling or cracking of material to which anchorage is made are not acceptable FASTENINGS EQUIPMENT.1 Use fastenings of standard commercial sizes and patterns with material and finish suitable for service..2 Use heavy hexagon heads, semi-finished unless otherwise specified. Use No. 304 stainless steel for exterior areas..3 Bolts may not project more than one diameter beyond nuts..4 Use plain type washers on equipment, sheet metal and soft gasket lock type washers where vibrations occur. Use resilient washers with stainless steel PROTECTION OF WORK IN PROGRESS.1 Adequately protect Work completed or in progress. Work damaged or defaced due to failure in providing such protection is to be removed and replaced, or repaired, as directed by the Consultant, at no increase in Contract Price..2 Prevent overloading of any part of the building. Do not cut, drill or sleeve any load bearing structural member, unless specifically indicated without written approval of Consultant.

97 C & H Schonsee Section COMMON PRODUCT REQUIREMENTS Project No.: 2164 Page 5 of EXISTING UTILITIES.1 When breaking into or connecting to existing services or utilities, execute Work at times directed by local governing authorities, with minimum of disturbance to Work..2 Protect, relocate or maintain existing active services. When services are encountered, cap off in manner approved by authority having jurisdiction. Stake and record location of capped service. END OF SECTION

98 Rexall Site Schonsee Section PRODUCT OPTIONS AND SUBSTITUTIONS Project No.: 2164 Page 1 of 4 Part 1 General 1.1 INTENT.1 This section indicates the criteria for use of optional products listed in the specification and provision for proposing changes to acceptable materials listed during the Bid Period and during the course of construction. 1.2 RELATED SECTIONS.1 Section Instruction to Bidders..2 Specification sections referencing this Section. 1.3 DEFINITIONS.1 Acceptable Materials is used to specify products by trade name, manufacturer, catalogue number, model number, or similar reference, and is used within the Project Manual as follows:.1 Acceptable Materials listings are based on Consultant s determination that materials meet specified requirements and opinion of applicability to the project requirements..2 Acceptable Materials listings are deemed to establish the standard of acceptance that Consultant will consider appropriate for the Work..3 Any product listed in the Acceptable Materials listing may be used to establish the Bid Price..2 Non-proprietary specification means a specification which includes descriptive, reference standard or performance requirements, or any combination thereof, but does not include proprietary names of products or manufacturers..3 Substitution means a proposal from a Contractor to provide a product, material, or item of equipment not specified in the Contract documents but functionally equivalent and readily exchangeable to a specified item; for consideration by Consultant and Owner. 1.4 SUBMITTALS.1 When requested by Consultant, submit complete data substantiating compliance of a product with requirements of Contract Documents. Include the following:.1 Product identification, including manufacturer's name and address..2 Written verification that the substitute products can be obtained, meet the performance required for the project, and meet requirements of the Building Code.

99 Rexall Site Schonsee Section PRODUCT OPTIONS AND SUBSTITUTIONS Project No.: 2164 Page 2 of 4.3 Manufacturer's literature providing product description, applicable reference standards, and performance and test data..4 Samples, as applicable..5 Name and address of projects on which product has been used and date of each installation..6 For substitutions and requests for changes to accepted products, include in addition to the above, the following: 1.5 PRODUCT OPTIONS.1 Itemized comparison of substitution with named product(s). List significant variations..2 Designation of availability of maintenance services and sources of replacement materials..1 For products specified by non-proprietary specification:.1 Select any product, assembly or material that meets or exceeds the specified standards for products specified only by referenced standards and performance criteria..2 Acceptable Materials: Select any named product, assembly or material contained in the listing of Acceptable Materials..3 Basis-of-Design Materials: Use the named product contained in the Basis-of- Design Material listing, unless an addendum is issued indicating acceptance of additional Acceptable Materials..4 No Substitutions Permitted: use of this term in the specification indicates that only the names product shall be provided. 1.6 SUBSTITUTIONS.1 Contractor will assemble requests for substitutions requested by subcontractors and submit to Consultant for review..2 Consultant will consider requests for Substitutions only within thirty (30) days after date of Owner-Contractor Agreement established in Notice to Proceed..3 Substitutions may be considered when a Product becomes unavailable through no fault of the Contractor..4 Consultant will review proposed substitute products for acceptability only when submitted by Contractor; Consultant will not review requests submitted independently by subcontractors..5 Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents.

100 Rexall Site Schonsee Section PRODUCT OPTIONS AND SUBSTITUTIONS Project No.: 2164 Page 3 of 4.6 No substitutions will be permitted without Consultant's written acceptance; Contractor will be required to remove products and replace with specified materials or provide a credit to the value of the contract at Consultant s discretion where substitutions are found in the Work that have not been formally accepted by Consultant and Owner..7 A request constitutes a representation that the Bidder:.1 Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product..2 Will provide the same warranty for the Substitution as for the specified Product..3 Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner..4 Waives claims for additional costs or time extension which may subsequently become apparent..5 Will reimburse Owner and Consultant for review or redesign services associated with re-approval by authorities..8 Consultant is not obliged to accept any Proposed Substitution offered by Contractor, and reserves the right to dismiss any item with no further explanation..9 Substitute Products: Where substitute products are permitted, unnamed products may be accepted by Consultant, subject to the following:.1 Substitute products shall be the same type as, be capable of performing the same functions as, and meet or exceed the standards of quality and performance of the named product(s). Substitutions shall not require revisions to Contract Documents nor to work of Other Contractors..10 Substitute Manufacturers: Where substitute manufacturers are permitted, unnamed manufacturers may be accepted by Consultant, subject to the following:.1 Substitute manufacturers shall have capabilities comparable to those of the named manufacturer(s). Substitutions shall not require revisions to Contract Documents nor to work of Other Contractors..11 Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents.

101 Rexall Site Schonsee Section PRODUCT OPTIONS AND SUBSTITUTIONS Project No.: 2164 Page 4 of 4.12 Substitution Submittal Procedure:.1 Electronically submit one (1) copy of request for Substitution for consideration. Limit each request to one (1) proposed Substitution..2 Submit shop drawings, product data, and certified test results attesting to the proposed Product equivalence. Burden of proof is on proposer..3 The Consultant will notify Contractor in writing of decision to accept or reject request. END OF SECTION

102 C & H Schonsee Section AIR AND VAPOUR BARRIER GENERAL REQUIREMENTS Project No.: 2164 Page 1 of 1 Part 1 General 1.1 RELATED SECTIONS.1 Section Air and Vapour Barriers. 1.2 REQUIREMENTS.1 The Contractor and subcontractors shall conform to the following requirements to maintain and protect the continuity and integrity of the building vapour and air retarder..1 During the course of construction each subcontractor shall leave sufficient air / vapour retarder membrane for subsequent subcontractors to tie into..2 The vapour barrier is an integral part of the building thermal enclosure and must be maintained intact and continuous on the interior (warm) side of all exterior surfaces..3 The vapour barrier membrane is a moisture impermeable sheet and must be maintained in tight physical contact with the interior (warm) side of the building enclosure insulation, and must be sealed air and vapour tight to all designed openings and penetrations and to all other elements of the building vapour retarder system..4 All subcontractors and any persons on the site must take all necessary precautions not to puncture, tear, weaken or damage in any way the air/vapour barrier membrane(s). Any damage shall be sealed to the Consultant s approval..5 The air/vapour barrier membrane must always be protected from the cold in the final building by insulation..2 Refer to Section Air and Vapour Barriers for specific requirements and any field testing. END OF SECTION

103 C & H Schonsee Section EXAMINATION AND PREPARATION Project No.: 2164 Page 1 of 2 Part 1 General 1.1 QUALIFICATIONS OF SURVEYOR.1 Qualified registered land surveyor, licensed to practice in Place of Work, acceptable to Consultant. 1.2 SURVEY REFERENCE POINTS.1 Existing base horizontal and vertical control points are designated on drawings..2 Locate, confirm and protect control points prior to starting site work. Preserve permanent reference points during construction..3 Make no changes or relocations without prior written notice to Consultant..4 Report to Consultant when reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations..5 Require surveyor to replace control points in accordance with original survey control. 1.3 SURVEY REQUIREMENTS.1 Establish two permanent 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 Establish foundation column locations and floor elevations..4 Establish lines and levels for mechanical and electrical work. 1.4 EXISTING SERVICES.1 Before commencing work, establish location and extent of service lines in area of Work and notify Consultant of findings. 1.5 EXISTING SITE CONDITIONS.1 Before commencing work, Contractor to visit site of work and familiarize themselves with existing site conditions..2 Claims for additional costs will not be considered with respect to existing conditions which could have been reasonably ascertained by a site examination prior to the closing date. 1.6 LOCATION OF EQUIPMENT AND FIXTURES.1 Location of equipment, fixtures and outlets indicated or specified are to be considered as approximate.

104 C & H Schonsee Section EXAMINATION AND PREPARATION Project No.: 2164 Page 2 of 2.2 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. 1.7 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. 1.8 SUBMITTALS.1 Submit name and address of Surveyor to Consultant..2 On request of Consultant, submit documentation to verify accuracy of field engineering work..3 Submit certificate signed by surveyor certifying and noting those elevations and locations of completed Work that conform and do not conform with Contract Documents. 1.9 SUBSURFACE CONDITIONS.1 Promptly notify Consultant in writing if subsurface conditions at Place of Work differ materially from those indicated in Contract Documents, or a reasonable assumption of probable conditions based thereon..2 After prompt investigation, should Consultant determine that conditions do differ materially, instructions will be issued for changes in Work as provided in Changes and Change Orders. END OF SECTION

105 C & H Schonsee Section EXECUTION Project No.: 2164 Page 1 of 2 Part 1 General 1.1 SUBMITTALS.1 Submittals: in accordance with Section Submittal Procedures..2 Submit written request in advance of cutting or alteration which affects:.1 Structural integrity of elements of project..2 Integrity of weather-exposed or moisture-resistant elements..3 Efficiency, maintenance, or safety of operational elements..4 Visual qualities of sight-exposed elements..5 Work of Owner or separate contractor..3 Include in request:.1 Identification of project. 1.2 PREPARATION.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 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 are to be exposed by uncovering work; maintain excavations free of water.

106 C & H Schonsee Section EXECUTION Project No.: 2164 Page 2 of EXECUTION.1 Execute cutting, fitting, and patching including excavation and fill, 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 Remove samples of installed Work for testing..6 Provide openings in non-structural elements of Work for penetrations of mechanical and electrical Work..7 Execute Work by methods to avoid damage to other Work, and which will provide proper surfaces to receive patching and finishing..8 Employ original installer to perform cutting and patching for weather-exposed and moisture-resistant elements, and sight-exposed surfaces..9 Cut rigid materials using masonry saw or core drill. Pneumatic or impact tools not allowed on masonry work without prior approval..10 Restore work with new products in accordance with requirements of Contract Documents..11 Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces..12 At penetration of fire rated wall, ceiling, or floor construction, completely seal voids with firestopping material in accordance with Section Firestopping and Smoke Seals, full thickness of the construction element..13 Refinish surfaces to match adjacent finishes: Refinish continuous surfaces to nearest intersection. Refinish assemblies by refinishing entire unit..14 Conceal pipes, ducts and wiring in floor, wall and ceiling construction of finished areas except where indicated otherwise. END OF SECTION

107 C & H Schonsee Section CLEANING Project No.: 2164 Page 1 of 3 Part 1 General 1.1 SECTION INCLUDES.1 Progressive cleaning..2 Final cleaning. 1.2 PROJECT CLEANLINESS.1 Maintain Work in tidy condition, free from accumulation of waste products and debris, including that caused by Owner or other Contractors..2 Remove waste materials and debris from site at daily regularly scheduled times. Do not burn waste materials on site..3 Clear snow and ice from access to building, bank/pile snow in designated areas only..4 Make arrangements with and obtain permits from authorities having jurisdiction for disposal of waste and debris..5 Provide on-site containers for collection of waste materials and debris..6 Provide and use marked separate bins for recycling. Refer to Section Construction Waste Management and Disposal..7 Dispose of waste materials as specified in Section Construction Waste Management and Disposal..8 Clean interior areas prior to start of finish work, and maintain areas free of dust and other contaminants during finishing operations..9 Store volatile waste in covered metal containers, and remove from premises at end of each working day..10 Provide adequate ventilation during use of volatile or noxious substances. Use of building ventilation systems is not permitted for this purpose..11 Use only cleaning materials recommended by manufacturer of surface to be cleaned, and as recommended by cleaning material manufacturer..12 Schedule cleaning operations so that resulting dust, debris and other contaminants will not fall on wet, newly painted surfaces nor contaminate building systems..13 Lower waste material in a controlled manner: do not drop or throw materials from heights. 1.3 FINAL CLEANING.1 Clean work prior to final review by Consultant.

108 C & H Schonsee Section CLEANING Project No.: 2164 Page 2 of 3.2 When Work is Substantially Performed remove surplus products, tools, construction machinery and equipment not required for performance of remaining Work..3 Remove waste products and debris other than that caused by others, and leave Work clean and suitable for occupancy by Owner..4 Prior to final review remove surplus products, tools, construction machinery and equipment..5 Remove waste products and debris including that caused by Owner or other Contractors..6 Remove waste materials from site at regularly scheduled times or dispose of as directed by Consultant. Do not burn waste materials on site, unless approved by Consultant..7 Make arrangements with and obtain permits from authorities having jurisdiction for disposal of waste and debris..8 Clean and polish glass, mirrors, hardware, wall tile, stainless steel, chrome, porcelain enamel, baked enamel, plastic laminate, and mechanical and electrical fixtures. Replace broken, scratched or disfigured glass..9 Remove stains, spots, marks and dirt from decorative work, electrical and mechanical fixtures, furniture fitments, walls, and floors..10 Clean lighting reflectors, lenses, and other lighting surfaces..11 Vacuum clean and dust building interiors, behind grilles, louvres and screens..12 Wax, seal, shampoo or prepare floor finishes, as recommended by manufacturer..13 Inspect finishes, fitments and equipment and ensure specified workmanship and operation..14 Broom clean and wash exterior walks, steps and surfaces; rake clean other surfaces of grounds..15 Remove dirt and other disfiguration from exterior surfaces..16 Clean and sweep roofs, gutters, areaways, and sunken wells..17 Sweep and wash clean paved areas..18 Clean equipment and fixtures to sanitary condition; clean or replace filters of mechanical equipment..19 Clean roofs, downspouts, and drainage systems.

109 C & H Schonsee Section CLEANING Project No.: 2164 Page 3 of 3.20 Remove debris and surplus materials from crawl areas and other accessible concealed spaces..21 Remove snow and ice from access to building. END OF SECTION

110 C & H Schonsee Section CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Project No.: 2164 Page 1 of 2 Part 1 General 1.1 WASTE MANAGEMENT GOALS.1 Prior to start of Work conduct meeting with Consultant to review and discuss Waste Management Plan and Goals..2 Waste Management Goal is to divert all materials considered recyclable from landfill sites. Provide Consultant documentation certifying that waste management, recycling, reuse of recyclable and reusable materials have been extensively practiced..3 Accomplish maximum control of solid construction waste..4 Preserve environment and prevent pollution and environment damage. 1.2 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 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. 1.3 DISPOSAL OF WASTES.1 Do not bury rubbish or waste materials..2 Do not dispose of waste, volatile materials, mineral spirits, oil, and paint thinner into waterways, storm, or sanitary sewers..3 Transport waste material to licensed disposal and recycling facilities.

111 C & H Schonsee Section CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL Project No.: 2164 Page 2 of 2.4 Keep records of construction waste including:.1 Number and size of bins..2 Waste type of each bin..3 Reused or recycled waste destination. 1.4 USE OF SITE AND FACILITIES.1 Execute work with least possible interference or disturbance to normal use of premises. Part 2 Products 2.1 NOT USED Part 3 Execution 3.1 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 Source separate materials to be reused/recycled into specified sort areas. END OF SECTION

112 C & H Schonsee Section CLOSEOUT PROCEDURES Project No.: 2164 Page 1 of 2 Part 1 General 1.1 CONTRACTOR S INSPECTION FOR SUBSTANTIAL PERFORMANCE.1 Contractor's and Subcontractors Inspection: conduct inspection of Work, identify deficiencies and defects, and repair as required to conform to Contract Documents..2 Contractor shall determine when the work meets the requirements of Substantial Performance and shall undertake an inspection. A list of deficiencies shall be prepared by the Contractor and issued to appropriate sub-contractors and a copy will be forwarded to the Consultant..3 When Contractor is satisfied that Substantial Performance has achieved; make application to Consultant by filling out the Substantial Performance Request Form located after this section..4 Items referenced on the Substantial Performance Request Form shall be forwarded along with the form..5 Consultant will not acknowledge receipt of Substantial Performance Request Form until all items specified on the form have been received at the Consultant s office. 1.2 INSPECTION BY CONSULANT AND OWNER.1 Upon receipt of Substantial Performance Request Form and other related documents, the Consultant will arrange for an inspection. Representatives of the Consultant, Sub-Consultants and Owner will be present at the inspection..2 Contractor shall arrange for all major sub-contractors to have representatives available to attend this inspection..3 The Consultant will verify that Substantial Performance has been attained and that the list of deficiencies provided by the Contractor reflects the completeness of the project. Any additional items identified during the inspection will be appended to the Contractor's deficiency list..4 The date of Total Performance will be verified at this inspection and the Consultant will confirm a date for final inspection. 1.3 DEFICIENCY FUND.1 Amount held back by Consultant for deficiencies will be double the monetary value established..2 This amount is separate from hold back amounts established by lien legislation..3 This amount of money will be due and payable only after all deficiencies are completed.

113 C & H Schonsee Section CLOSEOUT PROCEDURES Project No.: 2164 Page 2 of 2.4 No progressive release will be considered. 1.4 REINSPECTION FEES.1 Should it become evident that Substantial Performance has not been achieved at time of inspection by Consultant, the Contractor will be responsible for expenses incurred for a re-inspection and any subsequent inspections required due to lack of completeness of project. 1.5 CLEANING.1 In accordance with Section Cleaning..2 Remove waste and surplus materials, rubbish and construction facilities from the site in accordance with Section Construction/Demolition Waste Management and Disposal. 1.6 END OF WARRANTY INSPECTION.1 Approximately one year after the date of Total Performance, a year end warranty inspection will be arranged by Contractor. Consultant and Owner's representatives will attend. END OF SECTION

114 SUBSTANTIAL PERFORMANCE REQUEST FORM Page 1 of 2 Following is our formal request for Substantial Performance Inspection. We acknowledge delivery of the following documents and certificates and completion of the following activities. The Contract is Substantially Performed and TOTAL PERFORMANCE is scheduled for day of We are forwarding two bound sets of the following: Warranties from Contractor and Subcontractors for one year from Substantial Performance Warranties and Guarantees beyond the one year period Roof Warranties and Inspection Reports Copies of Permits and Approvals List of Sub-Contractors and Suppliers, address, telephone numbers and contact name Maintenance Instructions Wood Flooring Maintenance Instructions Contractor's Final Property Survey Workmanship Bonds (if any) Operating and Maintenance Manuals "As-Built Drawings Wiring Diagrams Valve Directory Test Reports (including copies of all tests performed during construction) Excavation/Foundation Field Reports Electrical and Mechanical Certificates Balancing Report Shop Drawings Fire Alarm Verification We are attaching the following: Statutory Declaration that all accounts have been paid Workers' Compensation Board Certificate of good standing Permit for Occupancy of Building Department of Labour Approvals (boilers, mechanical conveyances,etc.)

115 SUBSTANTIAL PERFORMANCE REQUEST FORM Page 2 of 2 We certify that the following readings were carried out in the presence of: Water Meter Date Reading Gas Meter Date Reading Electrical Meter Date Reading A list of items to be completed or corrected, prepared by us and amended by the Consultant, is appended hereto. Failure to include any items in such list does not alter our responsibility to complete all work in accordance with the Contract Documents. Due to seasonal conditions we are not able to complete: We anticipate completing this work before We intend to cancel insurance on accepted. providing building is Provided no liens are registered, holdback monies are due and payable one day after the expiration of the Lien Period. Signature Name of Contractor Date Seal

116 C & H Schonsee Section CLOSEOUT SUBMITTALS Project No.: 2164 Page 1 of 10 Part 1 General 1.1 SUBMITTALS.1 Submittals: in accordance with Section Submittal Procedures..2 Prepare and submit Operation and Maintenance Manuals to Consultant prior to Substantial Performance of the Work..3 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..4 Furnish evidence, if requested, for type, source and quality of products provided..5 Defective products will be rejected, regardless of previous inspections. Replace products at own expense..6 Contractor to pay costs of transportation. 1.2 OPERATION AND MAINTENANCE MANUAL.1 Submission requirements:.2 Format:.1 Prepare instructions and data using personnel experienced in maintenance and operation of described products..2 Consultant to review and approve format and organization within 12 weeks of award of contract..3 Copies will be returned after final inspection, with Consultant comments..4 Revise content of documents as required prior to final submittal..5 Two weeks prior to Substantial Performance of the Work, submit to the Consultant, two (2) final copies of Operating and Maintenance Manuals in English..1 Organize data as instructional manual..2 Binders: vinyl, hard covered, 3 'D' ring, loose leaf 8 1/2 x 11 inch 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 and spine: Identify each binder with type or printed title Operation and Maintenance Manual ; list title of Project, date and identify subject matter of contents.

117 C & H Schonsee Section CLOSEOUT SUBMITTALS Project No.: 2164 Page 2 of 10.5 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 Test: manufacturer's printed data, or typewritten data..8 Drawings: provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages..9 Provide 3 hard copies and 1 electronic copy on CD..3 Contents Each Volume.1 Title Sheet: labeled "Operating & Maintenance Instructions", project name and date..2 Table of Contents: provide title of project; names, addresses, and telephone numbers of Consultant and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume..3 For Each Product or System: list names, addresses and telephone numbers of subcontractors and suppliers, including local source of supplies and replacement parts and recommended Spare Parts List..4 Product Data: mark each sheet to clearly identify specific products and component parts, and data applicable to installation; delete inapplicable information. Include original manufactures brochures and written information on products and equipment installed on this project..5 Drawings: supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams..6 Parts Diagrams: provide complete component descriptions; exploded parts diagrams for each piece of equipment and/or product provided..7 Inventory directory relating to information on installed systems, equipment and components..8 Approved project shop-drawings, product and maintenance data..9 Product WHIMS sheets..10 Manufacturer's data and recommendations relating: manufacturing process, installation, commissioning, start-up, O&M, shutdown and training materials..11 Inventory and location of spare parts, special tools and maintenance materials.

118 C & H Schonsee Section CLOSEOUT SUBMITTALS Project No.: 2164 Page 3 of Warranty Management Plan as indicated and outlined below..13 Inspection certificates with expiration dates, which require on-going recertification inspections..14 Maintenance program supporting information including:.1 Recommended maintenance procedures and schedule..2 Information to removal and replacement of equipment including, required equipment, points of lift and means of entry and egress..15 Typewritten Text: as required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions specified in Section Quality Control..16 Training: instructional written material describing training..17 Copy of Real Property Report..4 Supporting Documentation for Insertion into Supporting Appendices.1 Provide supporting documentation relating to installed equipment and system, including:.1 General: a. WHMIS information manual. b. Approved "as-built" drawings and specifications. c. Procedures used during commissioning. d. Cross-Reference to specification sections..2 Architectural and Structural: a. Inspection certificates, construction permits. b. Copy of Building Permit and Occupancy Permit..3 Mechanical: a. Installation permits, inspection certificates. b. Piping pressure test certificates. c. Ducting leakage test reports. d. TAB and PV reports. e. Copies of posted instructions..4 Mechanical: a. Installation permits, inspection certificates. b. TAB and PV reports. c. Electrical work log book. d. Charts and schedules.

119 C & H Schonsee Section CLOSEOUT SUBMITTALS Project No.: 2164 Page 4 of AS-BUILTS AND SAMPLES e. Locations of cables and components. f. Copies of posted instructions.1 Maintain, in addition to requirements in General Conditions, at site for Consultant one record copy of:.1 Contract Drawings..2 Specifications..3 Addenda..4 Change Orders and other modifications to Contract..5 Reviewed shop drawings, product data, and samples..6 Field test records..7 Inspection certificates..8 Manufacturer's certificates..2 Store record documents and samples in field office apart from documents used for construction. Provide files, racks, and secure storage..3 Label record documents and file in accordance with Section number listings in List of Contents of this Project Manual. Label each document "PROJECT RECORD" in neat, large, printed letters..4 Maintain record documents in clean, dry and legible condition. Do not use record documents for construction purposes..5 Keep record documents and samples available for inspection by Consultant. 1.4 RECORDING ACTUAL SITE CONDITIONS.1 Record Drawings are a requirement of Substantial Performance and will be valued at 3% of the work..2 Record information on a set of blue line opaque drawings, and in a copy of a Project Manual, provided by Consultant..3 Provide felt tip marking pens, maintaining separate colours for each major system, for recording information..4 Record information concurrently with construction progress. Do not conceal work until required information is recorded.

120 C & H Schonsee Section CLOSEOUT SUBMITTALS Project No.: 2164 Page 5 of 10.5 Contract Drawings and shop drawings: legibly mark each item to record actual construction, including:.1 Measure depths of elements of foundation in relation to finish first floor datum..2 Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements..3 Measured locations of internal utilities and appurtenances, referenced to visible and accessible features of construction..4 Field changes of dimension and detail..5 Changes made by change orders..6 Details not on original Contract Drawings..7 References to related shop drawings and modifications..6 Specifications: legibly mark each item to record actual construction, including:.1 Manufacturer, trade name, and catalog number of each project actually installed, particularly optional items and substitute items..2 Changes made by Addenda and change orders..7 Other Documents: maintain manufacturer's certifications, inspection certifications, field test records, required by individual specification sections. 1.5 FINAL SURVEY.1 Final site survey certificate in accordance with Section Examination and Preparation, certifying that elevations and locations of completed Work are in conformance, or non-conformance with Contract Documents. Cost of Final Survey is to be in this Contract. 1.6 EQUIPMENT AND SYSTEMS.1 Each Item of Equipment and Each System: include description of unit or system, and component parts. Give function, normal operation characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and commercial number of replaceable parts..2 Panelboard Circuit Directories: provide electrical service characteristics, controls, and communications..3 Include installed colour coded wiring diagrams.

121 C & H Schonsee Section CLOSEOUT SUBMITTALS Project No.: 2164 Page 6 of 10.4 Operating Procedures: include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shutdown, and emergency instructions. Include summer, winter, and any special operating instructions..5 Maintenance Requirements: include routine procedures and guide for troubleshooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions..6 Provide servicing and lubrication schedule, and list of lubricants required..7 Include manufacturer's printed operation and maintenance instructions..8 Include sequence of operation by controls manufacturer..9 Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance..10 Provide installed control diagrams by controls manufacturer..11 Provide Contractor's coordination drawings, with installed colour coded piping diagrams..12 Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams..13 Provide a list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage..14 Include test and balancing reports as specified in Section Quality Control..15 Additional Requirements: As specified in individual specification sections or as noted on drawings. 1.7 MATERIALS AND FINISHES.1 Building Products, Applied Materials, and Finishes: include product data, with catalog number, size, composition, and colour and texture designations. Provide information for reordering custom manufactured products..2 Instructions for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance..3 Moisture-protection and Weather-exposed Products: include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommend schedule for cleaning and maintenance..4 Additional Requirements: As specified in individual specification sections or as noted on drawings.

122 C & H Schonsee Section CLOSEOUT SUBMITTALS Project No.: 2164 Page 7 of SPARE PARTS.1 Provide spare parts, in quantities specified in individual specification sections..2 Provide items of same manufacture and quality as items in Work..3 Deliver to site, location as directed; place and store..4 Receive and catalogue items. Submit inventory listing to Consultant. Include approved listings in Maintenance Manual..5 Obtain receipt for delivered products and submit prior to final payment. 1.9 MAINTENANCE MATERIALS.1 Provide 2% maintenance and extra materials, unless noted otherwise..2 Provide items of same manufacture and quality as items in Work..3 Deliver to site, location as directed; place and store..4 Receive and catalogue items. Submit inventory listing to Consultant. Include approved listings in Maintenance Manual..5 Obtain receipt for delivered products and submit prior to final payment SPECIAL TOOLS.1 Provide special tools, in quantities specified in individual specification section..2 Provide items with tags identifying their associated function and equipment..3 Deliver to site, location as directed; place and store..4 Receive and catalogue items. Submit inventory listing to Consultant. Include approved listings in Maintenance Manual STORAGE, HANDLING AND PROTECTION.1 Store spare parts, maintenance materials, and special tools in manner to prevent damage or deterioration..2 Store in original and undamaged condition with manufacturer's seal and labels intact..3 Store components subject to damage from weather in weatherproof enclosures..4 Store paints and freezable materials in a heated and ventilated room..5 Remove and replace damaged products at own expense and to satisfaction of Consultant.

123 C & H Schonsee Section CLOSEOUT SUBMITTALS Project No.: 2164 Page 8 of WARRANTIES AND BONDS.1 Develop warranty management plan to contain information relevant to Warranties..2 Submit warranty management plan, 30 days before planned pre-warranty conference, to Consultant approval..3 Warranty management plan to include required actions and documents to assure that Owner receives warranties to which it is entitled..4 Provide plan in narrative form and contain sufficient detail to make it suitable for use by future maintenance and repair personnel..5 Submit, warranty information made available during construction phase, to Consultant for approval prior to each monthly pay estimate..6 Assemble approved information in binder and submit upon acceptance of work. Organize binder as follows:.1 Separate each warranty or bond with index tab 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 days after completion of applicable item of work..4 Verify that documents are in proper form, contain full information, and are notarized..5 Co-execute submittals when required..6 Retain warranties and bonds until time specified for submittal..7 Except for items put into use with Owner's permission, leave date of beginning of time of warranty until Date of Substantial Performance is determined..8 Conduct joint eleven (11) month warranty inspection, measured from time of acceptance, by Consultant..9 Include information contained in warranty management plan as follows:.1 Roles and responsibilities of personnel associated with warranty process, including points of contact and telephone numbers within the organizations of Contractors, subcontractors, manufacturers or suppliers involved.

124 C & H Schonsee Section CLOSEOUT SUBMITTALS Project No.: 2164 Page 9 of 10.2 Listing and status of delivery of Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers, and commissioned systems such as fire protection, alarm systems, sprinkler systems, and lightning protection systems..3 Provide list for each warranted equipment, item, feature of construction or system indicating: a. Name of item. b. Model and serial numbers. c. Location where installed. d. Name and phone numbers of manufacturers or suppliers. e. Names, addresses and telephone numbers of sources of spare parts. f. Warranties and terms of warranty: include one-year overall warranty of construction. Indicate items that have extended warranties and show separate warranty expiration dates. g. Cross-reference to warranty certificates as applicable. h. Starting point and duration of warranty period. i. Summary of maintenance procedures required to continue warranty in force. j. Cross-Reference to specific pertinent Operation and Maintenance manuals. k. Organization, names and phone numbers of persons to call for warranty service. l. Typical response time and repair time expected for various warranted equipment..4 Contractor's plan for attendance eleven (11) month post-construction warranty inspections..5 Procedure and status of tagging of equipment covered by extended warranties..6 Post copies of instructions near selected pieces of equipment where operation is critical for warranty and/or safety reasons..10 Respond in a timely manner to oral or written notification of required construction warranty repair work..11 Written verification will follow oral instructions. Failure to respond will be cause for the Consultant to proceed with action against Contractor PRE-WARRANTY CONFERENCE.1 Meet with Consultant and Owner to develop understanding of requirements of this section. Schedule meeting prior to contract completion, and at time designated by Consultant..2 Consultant will establish communication procedures for:.1 Notification of construction warranty defects.

125 C & H Schonsee Section CLOSEOUT SUBMITTALS Project No.: 2164 Page 10 of 10.2 Determine priorities for type of defect..3 Determine reasonable time for response..3 Provide name, telephone number and address of licensed and bonded company that is authorized to initiate and pursue construction warranty work action..4 Ensure contact is located within local service area of warranted construction, is continuously available, and is responsive to inquiries for warranty work action END OF SECTION

126 C & H Schonsee Section GEOTECHNICAL INVESTIGATIONS Project No.: 2164 Page 1 of 1 Part 1 General 1.1 RELATED WORK.1 All parts of the Contract Document apply to and govern the work of this Section. 1.2 GEOTECHNICAL INVESTIGATIONS.1 The following Geotechnical Investigation has been used by the consultant in design and preparation of Contract Documents..1 Investigation prepared by: Shelby Engineering Ltd Avenue Edmonton, Alberta T6E 5V1 Phone: (780) Investigation entitled: Geotechnical Investigation Phase II Schonsee Centre Avenue Edmonton, Alberta File No October This evaluation records properties of the soils and recommendations for the design of foundations, prepared primarily for the use of the consultant. The recommendations given shall not be construed as a requirement of the Contract unless also contained in the Contract Documents..3 The evaluation, by its nature, cannot reveal all conditions that exist or can occur on the site. Should subsurface conditions be found to vary substantially from the evaluation, changes in the design and construction of foundations will be made in accordance with the General Conditions. 1.3 ACTUAL SUBSURFACE CONDITIONS.1 Promptly notify the Consultant in writing if, upon excavation, sub-surface conditions differ substantially from conditions indicated by the geotechnical investigation information. END OF SECTION

127 Geotechnical Investigation Phase II Schonsee Centre Avenue NW Prepared For: C & H Properties Inc. File No October 2016 Prepared By: Shelby Engineering Ltd Avenue NW T6E 5V1 T: (780) F: (780) Geotechnical Environmental Materials Construction Testing

128 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. i TABLE OF CONTENTS Page No. 1.0 INTRODUCTION SITE DESCRIPTION FIELD INVESTIGATION SUBSURFACE CONDITIONS Fill Clay Clay Till Clay Shale GROUNDWATER OBSERVATIONS RECOMMENDATIONS FOUNDATIONS Cast-in-Place Concrete Skin Friction Piles Cast-in-Place Concrete Belled End Bearing Piles Strip and Square Footings GRADE BEAMS AND PILE CAPS GRADE-SUPPORTED FLOOR SLABS SOIL GAS CONTROL AND AIR BARRIER Subfloor Depressurization System Air Barrier BUILDING PAD GRADING CEMENT TYPE SEISMIC SITE CLASSIFICATION ASPHALT PAVEMENTS Subgrade Preparation Drainage Structure Design Maintenance CLOSURE...17 Geotechnical, Environmental and Materials Consultants

129 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. ii TABLE OF CONTENTS LIST OF FIGURES FIGURE NO. Test Hole Logs 1 to 5 Site Plan 6 Soil Classification Chart LIST OF TABLES PAGE NO. Table 1: Slough and Groundwater Observations 4 Table 2: Cast-in-Place Concrete Skin Friction Pile Design Parameters 5 Table 3: Cast-in-Place Concrete End Bearing Pile Design Parameters 6 Table 4: Shallow Footing Design Parameters 8 Table 5: Size #5 Aggregate Gradation Limits (ASTM C-33) 11 Table 6: Asphalt Pavement Structures 16 APPENDICES APPENDIX I APPENDIX II Standard Terms and Conditions Figures Geotechnical, Environmental and Materials Consultants

130 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 1 of INTRODUCTION Shelby Engineering Ltd. (Shelby) has completed a Geotechnical Investigation for a proposed commercial development to be located in Edmonton, Alberta. Mr. Gerald Williams of C & H Properties Inc. authorized this evaluation on September 1, 2016 subsequent to acceptance of our proposal (#1 5938) dated August 25, This report is subject to the Standard Terms and Conditions for the Provision of Services by Shelby Engineering Ltd., appended hereto. The proposed development is expected to comprise two typical, heated retail structures with attendant parking and access areas. It is understood that each building will incorporate a grade supported floor slab without a basement. The field drilling and sampling program was conducted on September 13, 2016, comprising five test holes extending to depths ranging from 2.3m to 7.9m below existing grade. Recommendations are provided herein for the design of building foundations, grade supported concrete floor slabs and asphalt pavement areas. 2.0 SITE DESCRIPTION The site is the northern (currently undeveloped) portion of the land legally described as Lot 46, Block 1, Plan , and municipally identified as Avenue NW, Edmonton, Alberta. The site is generally flat and grass covered with a 1.5m to 2.0m high berm at the east property line. The site is bound by townhomes (multi -family residential properties) to the north, single family residential properties to the east, Petro Canada gas bar and convenience store to the south, and Rexall Pharmacy to the west. The site is relatively level with a maximum difference in elevation, as measured at the test hole locations, of 0.29m. 3.0 FIELD INVESTIGATION The field investigation, supervised by Shelby staff, was conducted on September 13, 2016 and entailed drilling five test holes using a truck mounted drill rig equipped with solid stem augers. Three of the test holes were drilled to depths ranging from 7.15m to 7.9m below existing grade (where auger refusal was encountered) within the proposed building footprint, with the remaining two test holes drilled to a depth of 2.3m below grade within proposed pavement areas. Geotechnical, Environmental and Materials Consultants

131 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 2 of 17 Disturbed soil samples were obtained at 300mm below existing grade and thereafter at regular depth intervals of 0.76m for moisture content determination. Standard Penetration Tests (SPTs) were conducted at selected depth intervals. A continuous field log was maintained and all samples were returned to our laboratory for visual confirmation of our field logs and for pertinent laboratory testing. Laboratory testing included visual classification and determination of moisture content on all soil samples. Tests to determine Atterberg limits and concentrations of water soluble sulphate salts were also conducted on select samples. All field and laboratory test results are presented and/or referenced on the test hole logs. 3.1 SUBSURFACE CONDITIONS The subsurface conditions were examined by drilling five test holes at the locations shown on the Site Plan enclosed as Figure 6, Appendix II. Test hole logs are enclosed as Figures 1 to 5, Appendix II. The general stratigraphy encountered at the test hole locations was comprised of surficial fill underlain by clay followed by clay till and clay shale bedrock. The reader is advised that the consistency and extent of the various soil strata evidenced at test hole locations will vary between test borings and in areas of the site that have not been explored. All depths indicated below are referenced to site grades as existed at the time of the fieldwork described herein Fill Surficial fill was encountered at all test hole locations and extended to depths ranging from 900mm to 1.2m below grade. The fill was highly variable and was mainly comprised of clay shale, inorganic clay and/or organic clay. The fill also included surficial sand and gravel or concrete rubble, which were encountered within the upper 150mm to 250mm at three test hole locations. Details pertaining to placement of the fill, including compaction and moisture control, are not known. Geotechnical, Environmental and Materials Consultants

132 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 3 of Clay Native glaciolacustrine clay was encountered beneath the fill at all test hole locations, and extended to depths ranging from 2.3m to 3.0m below grade. The clay is silty and described as generally moist and high plastic with zones of medium plasticity. The consistency of the clay ranges from firm to very stiff, as evidenced by SPT N values ranging from 6 to 18 blows per 300mm of penetration. Atterberg limits determined two selected samples of the clay to be high plastic, with liquid limits ranging from 57 to 79 and plastic limits ranging from 26 to Clay Till Clay till was encountered beneath the clay at the three deep test hole locations (TH-1, TH-2 and TH-3), and extended to depths ranging from 4.25m to 4.9m below grade. The clay till is generally described as silty and sandy with very stiff to hard consistency as evidenced by SPT N values ranging from 18 to 28 blows per 300mm of penetration. Atterberg limits determined a selected sample of the clay till to be medium plastic, with a liquid limit of 33 and a plastic limit of 17. Discontinuous sand layers ranging from thin lenses to discrete pockets/seams with thickness ranging up to 750mm were encountered within the clay till. Although not visually confirmed, cobbles or boulders are typically randomly present within glacial till deposits and may be present within the clay till matrix on the subject site Clay Shale Clay shale bedrock was encountered beneath the clay till at the three deep test hole locations, and extended to the maximum depth of drilling (i.e., at least 7.9m below grade). The clay shale is silty and described as generally moist and high plastic. The clay shale has a hard consistency, as evidenced by SPT N values ranging from 38 to over 50 blows per 300mm of penetration. Atterberg limits determined a selected sample of the clay shale to be high plastic, with a liquid limit of 83 and a plastic limit of 20. Geotechnical, Environmental and Materials Consultants

133 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 4 of GROUNDWATER OBSERVATIONS The table below provides a summary of slough and groundwater measurements taken upon completion of drilling and groundwater measurements taken 10 days after standpipe installation, each relative to surface grades at the time of fieldwork described herein. Test Hole Location Table 1: Slough and Groundwater Observations Depth Below Grade (m) On completion of drilling Slough Water Water Level After 10 Days TH-1 None Dry -- TH-2 None Dry 4.8 TH-3 None Dry -- Slough and groundwater conditions measurements are also recorded on the test hole logs enclosed in Appendix II. The client should be aware that groundwater levels fluctuate seasonally and in response to precipitation. Variation on the order of 1m or more is possible within any given year, with higher groundwater levels expected in spring and summer months. As such, different groundwater levels may be encountered at the time of construction. 4.0 RECOMMENDATIONS The following recommendations assume that the final grades for the proposed development will be approximately coincident with current site grades. Should this not be the case, Shelby should be notified to assess the effect, if any, of grade changes on our recommendations. Appropriate testing and monitoring by qualified geotechnical personnel is recommended during any earthworks to confirm that suitable site conditions are prepared. Frozen materials must not be used for fill. Construction over frozen soil is not recommended. Geotechnical, Environmental and Materials Consultants

134 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 5 of FOUNDATIONS The following foundation types are believed to be feasible at this site considering the Geotechnical conditions encountered. Mixing of different foundation types is not recommended. Cast-In-Place Concrete Friction Piles Cast-In-Place Concrete Belled End Bearing Piles Strip and Square Footings These foundation types may be proportioned on the basis of the recommendations and design parameters presented below. All depths indicated below are referenced to site grades as existed at the time of the fieldwork described herein. Should the final grades differ from these grades, appropriate adjustments should be made to the referenced depths with consideration to any cut/fill required during site grading activities Cast-in-Place Concrete Skin Friction Piles Cast-in-place concrete friction piles may be proportioned on the basis of the following skin friction parameters: Table 2: Cast-in-Place Concrete Skin Friction Pile Design Parameters Depth Below Grade Factored ULS Skin Friction (m) (kpa) 0 to to Below The depths indicated above are referenced to site grades as existed at the time of the fieldwork described herein. Appropriate adjustments must be made to the depths with consideration to any difference between the referenced grades and final grades. The factored ULS (Ultimate limit State) skin friction values above include a geotechnical resistance factor of 0.4. For skin friction piles, the ultimate shaft resistance is mobilized after a Geotechnical, Environmental and Materials Consultants

135 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 6 of 17 relatively small pile head settlement (less than 10mm). As such, the serviceability limit state (SLS) is not applicable to skin friction piles in most cases. In heated structures, skin friction within the upper 1.5m of piles (or the portion of piles installed through fill soil, if greater than 1.5m) should be neglected (i.e., this portion should be assumed to carry no load). In unheated areas of the development, this should be revised to the upper 2.3m (or the portion of the pile installed through fill soil, if greater than 2.3m). End bearing resistance should not be included in the design of skin friction piles. A minimum shaft diameter of 400mm and minimum pile length of 6.0m is recommended. The upper 6.0m of all piles should be reinforced to prevent adverse effects of seasonal frost penetration or moisture content variations. The minimum clear spacing (edge to edge) of any two adjacent skin friction piles sh ould be a distance equal to the sum of the diameters of those piles. Closer spacing would require a reduction in the factored shaft resistance provided above. Casing should be on site and utilized as required to prevent seepage or sloughing from having a detrimental effect on the pile installation. Concrete should be placed as soon as possible after drilling of the pile excavation. The upper 3m of concrete should be vibrated to ensure complete consolidation of the concrete. The Alberta Building Code (2014) specifies full time continuous field review, by a suitably qualified individual, during installation of all deep foundation elements Cast-in-Place Concrete Belled End Bearing Piles Cast-in-place concrete belled end bearing piles founded within very stiff clay till or hard bedrock may be designed on the basis of the following end-bearing parameters: Table 3: Cast-in-Place Concrete End Bearing Pile Design Parameters Belling Depth Range Factored ULS SLS Base Resistance Below Grade Base Resistance (kpa) (m) (kpa) 3.5 to Below Geotechnical, Environmental and Materials Consultants

136 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 7 of 17 The depths indicated above are referenced to site grades as existed at the time of the fieldwork described herein. Appropriate adjustments must be made to the depths with consideration to any difference between the referenced grades and final grades. The factored ULS base resistance above includes a geotechnical resistance factor of 0.4. The SLS bearing pressure above is based on a typical pile settlement of no more than 1.0% of the bell diameter at working loads. If the required bell diameters result in a predicted pile settlement that is higher than acceptable for the project, Shelby should be contacted to provide additional guidance. For both ULS and SLS cases, the applicable bearing pressure should be compared to the corresponding structural loads to determine the foundation size required to satisfy both conditions. The base resistance values above assume a depth of cover of 2.5 times the bell diameter. Lower base resistance values would be required if less cover is provided. Shelby should be contacted to provide revised values, if necessary. A minimum shaft diameter of 400mm is recommended. The bell diameter should not exceed 3 times the shaft diameter. The effect of skin friction should not be included in the design of belled, end-bearing piles. Center-to-center spacing of adjacent belled piles should be a minimum of the sum of the bell diameters of the piles being considered. If the minimum pile spacing cannot be accommodated, Shelby should be contacted as closer spacing may require either a revision to the parameters provided above or a possible staggering of the belling depths. When closely spaced belled piles founded at the same elevation are used, a minimum edge to edge bell spacing of 300mm is recommended. Note that bell formation may be difficult within the bedrock stratum. Interested piling contractors should consider attempting proof-of-concept test piles to satisfy themselves of installation feasibility and equipment requirements. If belling proves to be difficult or not possible, end bearing resistance may still be utilized by using a clean-out bucket to properly prepare the base of the drilled shaft if the base is founded a minimum of 1m into the bedrock stratum. A base diameter equal to 95% of the shaft diameter should be used for calculation of the contributing end-bearing area. The base of all piles utilizing end bearing resistance must be dry and thoroughly cleaned of all loosened material, build-up or slough. Following drilling and cleaning, pile excavations should be inspected to ensure that an adequate bearing surface has been prepared. Geotechnical, Environmental and Materials Consultants

137 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 8 of 17 For belled piles longer than 6m in length, the upper 6m of the pile shaft should be reinforced. For belled piles shorter than 6m in length, or where the bell of a longer belled pile is required to resist uplift forces, the reinforcement should extend to near the base of the bell. Casing should be on site and utilized as required to prevent seepage or sloughing from having a detrimental effect on the pile installation. Bells cannot be formed within sloughing layers. This may require field alteration of bell elevation or altering of the pile type. Concrete should be placed as soon as possible after drilling and inspection of the pile excavation to reduce the risk of seepage or sloughing from having a detrimental effect on the pile installation. The upper 3m of concrete should be vibrated to ensure complete consolidation of the concrete. The Alberta Building Code (2014) specifies full time continuous field review, b y a suitably qualified individual, during installation of all deep foundation elements Strip and Square Footings Strip and square footings founded on native, undisturbed clay may be designed on the following: Footing Type Table 4: Shallow Footing Design Parameters SLS Bearing Pressure (kpa) Factored ULS Bearing Pressure (kpa) Strip Square The factored Ultimate Limit State (ULS) bearing pressures above include a geotechnical resistance factor of 0.5. The Serviceability Limit State (SLS) bearing pressures above are based on a typical allowable settlement of 25mm or less. If the project has more stringent settlement requirements, or if very large and/or closely spaced footings are required, revisions to the above parameters and/or a specialized settlement analysis entailing additional investigation and laboratory testing may be necessary. In this event, Shelby should be contacted to provide additional guidance. For both ULS and SLS cases, the applicable bearing pressure should be compared to the appropriate structural loads to determine the governing (i.e., larger) foundation size to satisfy Geotechnical, Environmental and Materials Consultants

138 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 9 of 17 both conditions. Appropriate SLS load factors based on current building code requirements should be applied to the working loads for assessment of the SLS case. Strip and square footings should have minimum widths of 450mm and 750mm respectively. Strip and square footings must be founded in native, inorganic soil. Footings must not be placed in fill, organics or other unsuitable materials not detected in the test holes. Unsatisfactory footing foundation areas must be over-excavated to competent clay and backfilled with fillcrete. The depth of over excavation would be determined in the field as verified by an appropriate inspection. All footings for the perimeter of a heated structure should be founded a minimum of 1.5m below exterior grade. Interior footings for heated structures are not subject to this minimum depth requirement, but they must be founded on native, inorganic, undisturbed soil. Considering that subfloor depressurization might dry the subgrade soil (when the radon extraction system is active as described in Section 4.4), the base of the interior footings must be founded a minimum of 600mm below the underside of the granular depressurization layer to avoid potential desiccation of the bearing surface. All footings (interior and perimeter) for an unheated structure should be founded a minimum of 2.3m below final grade unless frost mitigation measures (such as insulation) are utilized to negate frost effects. Subgrade soils must not be allowed to freeze subsequent to excavation operations nor subsequent to casting footings. If winter construction is anticipated then consideration should be given to founding the structure on pile foundations, unless full-time heating and hoarding is utilized. The subgrade soil at the design footing elevation must not be allowed to either desiccate or become inundated with water. Consequently, the bearing surfaces must be protected from drying or wetting during construction. Qualified geotechnical personnel must inspect the footing excavations prior to casting concrete. 4.2 GRADE BEAMS AND PILE CAPS A crushable void filler material should be placed beneath all grade beams and pile caps to accommodate expansion due to frost action or seasonal soil moisture variations. The void filler should be non-degradable and pest resistant with no pest nutrient value (Beaver Plastics Frost Cushion, or equivalent). The appropriate thickness of the void filler should be determined by the manufacturer. The grade beams and pile caps should be designed to withstand upward forces equivalent to the crushing strength of the void filler material. Geotechnical, Environmental and Materials Consultants

139 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 10 of 17 Fill placed against interior face of grade beams and pile caps should be comprised of low to medium plastic inorganic clay or clay till placed in lifts with compacted thickness of 150mm, at a minimum of 98% of standard proctor maximum dry density at or slightly above optimum moisture content. 4.3 GRADE-SUPPORTED FLOOR SLABS It is understood that grade-supported floor slabs will be utilized for the proposed development. It is assumed that the final grade for the building floors will be approximately coincident with existing grades. Non-load bearing interior partition walls supported on a grade-supported floor slab should be designed to accommodate floor movements on the order of 25mm. Placement of water lines beneath a grade-supported floor slab should be avoided where possible. Waste/Storm water lines placed beneath a grade-supported floor slab should be comprised of rigid plastic pipe with all joints adequately cemented to prevent leaks. The recommendations below should be followed for site grading and subgrade/base preparation within the building footprint. Appropriate monitoring and testing is recommended during any fill placement to confirm that suitable subgrade conditions are prepared. Qualified geotechnical personnel should perform this monitoring. Frozen materials are not considered suitable for earthworks (i.e., filling, grading, etc.). Construction of floor slab structures is not recommended over frozen material. All topsoil, fill, organic or unsuitable material should be stripped from the building footprint. Subsequent to the above stripping (and any additional stripping required to reach the final specified subgrade elevation, if site grades remain high), the exposed subgrade should be inspected by qualified geotechnical personnel and then graded level, scarified and compacted to a minimum of 98% of the Standard Proctor maximum dry density at or slightly over optimum moisture content. Fill material required to raise the grade of the building pad should be comprised of low to medium plastic clay or clay till. The material should be compacted to a minimum of 98% of the Standard Proctor maximum dry density at or slightly over the optimum moisture content. The upper 150mm of the subgrade (final lift) should be compacted to 100% of Standard Proctor maximum dry density at or slightly above the optimum moisture content. A soil gas depressurization layer and air barrier must be installed between the prepared subgrade and the floor slab. See Section 4.4 below for details. Geotechnical, Environmental and Materials Consultants

140 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 11 of SOIL GAS CONTROL AND AIR BARRIER Subfloor Depressurization System The 2014 Alberta Building Code (the Code) requires that a rough -in system for a subfloor depressurization system be provided between the ground and air barrier. Unless otherwise approved by the Jurisdiction Having Authority, the radon rough-in should be designed in accordance with the recommendations of the United States Environmental Protection Agency (EPA) within the document titled Radon Prevention in the Design and Construction of Schools and Other Large Buildings (EPA/625/R-92/016, June 1994), as referenced in the Code. It must be noted that active subfloor depressurization might dry the subgrade soil underlying the depressurization layer as the air is drawn out. This would cause shrinkage of the clay-based soil and could result in detrimental settlement of a grade-supported floor slab. If an active underslab radon extraction system is required, and floor slab movements in excess of the norm cannot be tolerated, consideration should be given to structurally supporting the floor slab on piles. The EPA document referenced above provides the following recommendations (in part) wit h respect to the design of the subfloor depressurization system: A continuous layer of clean crushed course aggregate (100mm to 150mm thick) must be placed beneath the floor slab. The gradation of the aggregate should meet the specifications of Size #5 aggregate as defined under ASTM C-33, and summarized in Table 5 below. Table 5: Size #5 Aggregate Gradation Limits (ASTM C-33) Sieve Size % Passing 37.5 mm mm 90 to mm 20 to mm 0 to mm 0 to 5 Geotechnical, Environmental and Materials Consultants

141 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 12 of 17 One or more suction pit(s) must be placed beneath the floor slab. Each pit should measure 1.22m square and be a minimum of 200mm deep. Assuming the aggregate recommended above is used, that no underslab barriers are present (which would to prevent the free flow of air within the system) and that all seams and slab penetrations are properly sealed, one suction pit for every 100,000 ft 2 of slab area would be sufficient. A 150mm diameter Schedule 40 PVC pipe should be run from the suction pit through the floor slab and stubbed off within the building interior. If post-construction radon testing reveals concentrations in excess of the current Health Canada regulations, the piping would need to be extended and vented to the exterior, with an in-line suction fan installed within the piping (operational at all times). The aggregate should have a minimum of 60% of material having one crushed face, which will help to mitigate (but not eliminate) disturbance. After placement, the granular layer should be vibrated with a light plate tamper to consolidate the aggregate and assist with interlock of the crushed material. The lack of fines in the granular material may make it difficult to work with, and it will be easily disturbed (prone to shoving and displacement) during placement of the air barrier, floor reinforcement and concrete. Care should be taken to minimize disturbance of the granular materials. If disturbed, this layer may impact the long term performance of the floor slab. To minimize construction traffic on the prepared granular layer consideration should be given to utilizing floor concrete reinforced with steel fibers rather than the conventional approach of chaired rebar. A light-weight non-woven geotextile (Nilex 4551, Layfield LP6, or equivalent) should be placed immediately underlying the granular depressurization layer to prevent loss of material into the underlying subgrade and contamination of the granular layer with fines from the subgrade, which would reduce the effectiveness of the layer and may negatively impact the performance of the floor slab. A layer of geotextile should also be placed between the granular layer and the air barrier to help protect the air barrier from punctures or tears. This upper geotextile layer could be omitted if the air barrier material is suitably robust to resist punctures or tears from the point loads which could result from the crushed/angular nature of the granular materials. The geotextile should be placed in accordance with manufacturer s recommendations. Geotechnical, Environmental and Materials Consultants

142 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 13 of Air Barrier The Code requires that an air, soil gas and vapour barrier ( air barrier ) be placed directly underlying and in intimate contact with the floor slab to mitigate water vapour transmission through the slab and to reduce the potential for the entry of radon or other soil gases into the building. The air barrier must meet the requirements of, and be installed in accordance with, the Code. If the upper layer of geotextile discussed in Section above will not be used, the air barrier should have a minimum thickness of 10 mil and wide-base rebar chair supports should be used in place of supports with legs (to mitigate punctures of the air barrier during construction of the floor slab). 4.5 BUILDING PAD GRADING The subgrade will be comprised predominately of cohesive (clay -based) material, which is subject to volumetric changes with a change in moisture content. To mitigate the possibility of swelling (upon wetting) or shrinkage (upon drying) of the cohesive soils (and resulting vertical movements of overlying surfacing such as floor slabs or pavements), care must be taken during and after construction to avoid significant changes in insitu moisture content. Surface water cannot be permitted to pond or pool adjacent to the building and infiltrate the subgrade adjacent to or beneath the building. Water, if allowed to pond or pool adjacent to the building, could infiltrate the clay subgrade beneath the building causing the clay to swell and the floor slab to heave. Water discharged at grade from downspouts or sump pumps must discharge well away from the buildings or be connected directly into the storm sewer system. Concrete splash pads are recommended if water is discharged to the surface. Site grading adjacent to the buildings must be designed so as to direct all surface runoff (water) from any source away from the building. A minimum grade of 2% away from the buildings is recommended for hard landscaped areas (i.e.: concrete or asphalt), while a minimum grade in the range of 5% to 10% is recommended for soft landscaped areas. These grades should be maintained for a distance of at least 3m from the building for the lifetime of the structure. Backfill consolidation adjacent to foundation walls or grade beams will most likely occur over time and may be sufficient to cause a loss of grade in soft landscaped areas and possibly grade reversal in hard landscaped areas. The owner should periodically inspect all grades adjacent to the buildings and correct any grade loss as required to maintain good positive surface drainage away from the building. Missing or damaged downspout extensions or splash pads should be repaired or replaced immediately. Geotechnical, Environmental and Materials Consultants

143 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 14 of CEMENT TYPE Severe concentrations of water soluble sulphates were measured in tested soil samples recovered from this site. Type HS, HSb or equivalent sulphate-resistant Portland cement should be used for concrete in contact with site soils. Concrete having a minimum 56-day compressive strength of 32MPa, a maximum water-to-cementitious-materials ratio of 0.45 and an entrained air content of 4% to 7% is recommended for foundation concrete. Concrete exposed to freeze-thaw cycles and/or de-icing chemicals may have different strength, water-to-cementitious-materials ratio and/or air entrainment requirements. Shelby may be able to provide further direction upon request. If concrete is placed in contact with imported fill materials not currently present on site, that material should be tested for soluble sulphates and the above recommendations should be reevaluated. 4.7 SEISMIC SITE CLASSIFICATION The test holes were drilled to a maximum depth of 7.9m and encountered surficial fill followed by glaciolacustrine clay underlain by glacial clay till and bedrock. The results of the field investigation, combined with past experience in the vicinity of the subject site, indicate that the average undrained shear strength of the soil encountered in the upper 30m on the subject site will be greater than 100kPa. Based on this parameter, it is our considered opinion that the Seismic Site Classification for the site is C. 4.8 ASPHALT PAVEMENTS The following recommendations are based on the assumption that the final grade of asphalt pavements will be approximately coincident with existing grade. We are of the understanding the asphalt pavement area will be comprised of parking stalls for cars and light trucks, and drive lanes for cars and truck traffic, and that drainage will be directed to perimeter ditches and/or catch basins. Should this not be the case Shelby should be notified to assess the effect, if any, on our recommendations. Full-time monitoring and compaction testing is recommended during any fill placement to confirm that suitable subgrade conditions are prepared. Qualified geotechnical personnel should perform this monitoring. Frozen materials must not be used for fill. Construction of pavement structures (including base support) must not be undertaken over frozen subgrade soils. Geotechnical, Environmental and Materials Consultants

144 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 15 of 17 The recommendations below must not be applied to areas outside of the site/study area. In the case of offsite improvements (e.g., crossings or tu rning lanes, etc.) the jurisdiction having authority over these areas must be consulted Subgrade Preparation Pavement areas should be inspected and any topsoil, clay shale, organic or unsuitable material stripped and wasted. Subsequent to the above stripping (and any additional stripping required to reach the design subgrade elevation, if required) the subgrade should be inspected by qualified geotechnical personnel. After inspection, the exposed subgrade should be scarified to a minimum depth of 150mm and compacted to 98% of Standard Proctor maximum dry density at or slightly over optimum moisture content. Fill material required to raise the grade of the site to the specified top-of-subgrade elevation should be comprised of low to medium plastic clay or clay till. Fill material should be placed in uniform lifts not exceeding 150mm in compacted thickness and compacted to a minimum of 98% of the Standard Proctor maximum dry density at or slightly over optimum moisture content. The final lift (upper 150mm) of the subgrade should be compacted to 100% of the Standard Proctor maximum dry density at or slightly over optimum moisture content. The upper surface of the subgrade should be shaped to parallel the final grade of the overlying asphalt pavement. Prior to placement of granular base course materials the prepared subgrade should be proof rolled using a heavily loaded gravel truck or equivalent piece of equipment to identify any soft areas undetected during site grading. Proof rolling should be completed under the supervision of qualified Geotechnical personnel. Recommendations pertaining to the repair of soft areas can only be made at the time of inspection Drainage Site drainage must be designed so as to convey all surface runoff to a perimeter drainage ditch or catch basins preventing surface run-off from infiltrating the subgrade. Asphalt pavements require a minimum grade of 1%. Catch basin barrels should be perforated at the interface of the granular base and underlying prepared subgrade. Some method of preventing ingress of soil into the sewer system must be implemented. Water cannot be permitted to pond or pool on the surface of the asphalt pavement and infiltrate the subgrade. Geotechnical, Environmental and Materials Consultants

145 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. Page 16 of Structure Design It is assumed that the pavement will have both light-duty and heavy-duty areas. The light-duty traffic design below is for areas subjected to passenger vehicle traffic only, such as parking stalls. The heavy-duty design below is for areas subjected to occasional truck traffic such as entrances and drive aisles. A California Bearing Ratio (CBR) of 2.0 has been estimated for the subgrade if prepared as outlined in the previous section. Based on these parameters and preparation of the subgrade as discussed above, the following asphalt pavement structures are recommended: Lift Table 6: Asphalt Pavement Structures Light Duty (parking stalls) Heavy Duty (drive aisles) Asphalt 75mm 100mm Granular Base (20mm crushed gravel) 250mm 300mm The granular material (20mm maximum sized crushed gravel) should meet the requirements for City of Edmonton Designation 3 Class 20 material. The crushed gravel should be compacted to 100% of the Standard Proctor maximum dry density in 150mm lifts. The asphalt concrete should meet the requirements for City of Edmonton Type 10mm-HT, compacted to a minimum of 94% of the maximum relative density. Alternatively, the asphalt concrete could meet the requirements for City of Edmonton mix type ACO, if available. This asphalt type should be compacted to 97% of Marshall density Maintenance A regular scheduled maintenance program will extend the life of the asphalt pavement. Asphalt pavements should be inspected on an annual basis and any cracks sealed to prevent water from infiltrating the subgrade. Geotechnical, Environmental and Materials Consultants

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147 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. APPENDIX I Standard Terms and Conditions Geotechnical, Environmental and Materials Consultants

148 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. STANDARD TERMS AND CONDITIONS FOR THE PROVISION OF SERVICES BY SHELBY ENGINEERING LTD. 1. The services ( the Services ) performed for the client (the Client ) by Shelby Engineering Ltd. ( Shelby ) described in the report to which these Standard Terms and Conditions are attached (the Report ) have been conducted in a manner consistent with the level of skill ordinarily exercised by members of the engineering profession currently practicing in the jurisdiction in which the Services have been provided. 2. In consideration of the provision of the Services, the Client agrees to the limitation of liability provisions herein contained, both on its own behalf, and as agent on behalf of its employees and principals. 3. The total amount of all claims the Client may have against Shelby with respect to the Services, including, without limitation, claims in tort or contract, shall be strictly limited to the amount of the fee charged to the Client by Shelby for the Services. Shelby shall not be liable for loss, injury or damage caused by delays beyond Shelby s control, or for any indirect, economic or consequential loss, injury or damage incurred by the Client, including, without limitation, claims for loss of profits, loss of contracts, loss of use, loss of production or business opportunity, loss of contracts or continued overhead expense. No claim shall be brought by the Client against Shelby more than two (2) years after completion of the Services or termination of the agreement to provide the Services. 4. The Client shall have no right to set off against any amounts owed to Shelby with respect to the Services. 5. The Client agrees that Shelby s employees and principals shall have no personal liability with respect to the Services and the Client shall make no claim or bring any proceedings of any kind whatsoever whether in contract, tort or any other cause of action in law or equity, against Shelby s employees and principals in their personal capacity. 6. The Client acknowledges that the Services entail an investigation which by its nature involves the risk that certain conditions between points investigated will not be detected, and that certain other conditions may change with time after provision of the written report of the Services. The Client acknowledges and accepts such risk and is aware that the Report can only provide for the conditions at the investigated points at the time of investigation. Extrapolation between the investigated points is at the Client s risk. If the Client requires additional or special investigations outside the scope of the Report, the Client must request such additional investigations from Shelby. 7. The Report has been prepared for a specific site and in light of the specific purposes communicated to Shelby by the Client. Shelby accepts no responsibility for the findings contained in the Report if applied to a different site, or if there is a material change in the purposes communicated to Shelby by the Client. The information and opinions described in the Report are provided solely for the benefit of the Client. NO OTHER PARTY MAY USE OR RELY UPON THE REPORT OR ANY PORTION THEREOF WITHOUT THE WRITTEN CONSENT OF SHELBY. The Client shall maintain confidentiality of the Report and ensure that the Report is not distributed to third parties. The Client hereby agrees to indemnify Shelby for any claims brought against Shelby by third parties and arising out of the Client s failure to maintain the confidentiality required under this paragraph. 8. Except as stipulated in the Report, Shelby has not been retained to address, investigate or consider, and has not addressed, investigated or considered environmental or regulatory issues with respect to the site on which the Services have been performed. Notwithstanding the foregoing, Shelby may be required to disclose to regulatory bodies certain hazardous conditions discovered through provision of the Services, and the Client shall not make any claim against Shelby for such disclosure. July 2005Revised Geotechnical, Environmental and Materials Consultants

149 Geotechnical Investigation File No Phase II Schonsee Centre October 2016 C & H Properties Inc. APPENDIX II Figures Geotechnical, Environmental and Materials Consultants

150 PHASE 11 SCHONSEE CENTRE C & H PROPERTIES INC. TEST HOLE NO.: TH AVENUE NW START DATE: 9/1/16 PROJECT NO.: PROJECT ENGINEER: HC SOLID STEM AUGERS AND SPTS ELEVATION.: m SAMPLE TYPE GRAB SHELBY TUBE SPT NO RECOVERY HOLLOW STEM CORE BACKFILL TYPE BENTONITE PEA GRAVEL SLOUGH GROUT DRILL CUTTINGS SAND POCKET PEN (kpa) Depth (m) STANDARD PENETRATION (N) PLASTIC M.C. LIQUID SAMPLE TYPE SAMPLE NO SPT (N) 24 SOIL DESCRIPTION FILL: Sand, gravelly, some organic clay to 200mm depth. - organic clay, silty, black, some sand, gravel, to 750mm depth. -Clay, silty, very stiff, high plastic, damp, grey, trace coal, organic clay to 1.2m depth. CLAY: Silty, stiff, high plastic, moist, grey, trace siltstone, crystals. USC FILL SOIL SYMBOL SO4 = 0.00% ADDITIONAL TESTING Elevation (m) brown, trace siltstone, oxides, white deposits. CH CLAY TILL: Silty, firm, low plastic, brown, some gravel, trace gravel oxides coal silty, sandy, low to medium plastic, moist, brown, some sand pockets, gravel, trace oxides coal. - silty, sandy, very stiff, low plastic, moist, brown, trace gravel oxides coal. TILL CLAY SHALE: Silty, hard, high plastic, moist, grey, trace oxides CS >> 15 50/ AUGER 7.9 METERS. DRY UPON COMPLETION. NO SLOUGH. BACKFILLED AVENUE NW EDMONTON, AB T6E 5V1 LOGGED BY: GWD REVIEWED BY: RBI FIGURE NO.: 1 COMPLETION DEPTH: 8.40 m COMPLETION DATE: 9/13/16 Page 1 of 1

151 PHASE 11 SCHONSEE CENTRE C & H PROPERTIES INC. TEST HOLE NO.: TH AVENUE NW START DATE: 9/1/16 PROJECT NO.: PROJECT ENGINEER: HC SOLID STEM AUGERS AND SPTS ELEVATION.: m SAMPLE TYPE GRAB SHELBY TUBE SPT NO RECOVERY HOLLOW STEM CORE BACKFILL TYPE BENTONITE PEA GRAVEL SLOUGH GROUT DRILL CUTTINGS SAND POCKET PEN (kpa) Depth (m) STANDARD PENETRATION (N) PLASTIC M.C. LIQUID SAMPLE TYPE SAMPLE NO. 1 2 SPT (N) SOIL DESCRIPTION FILL: Clay shale, silty, grey, some coal, trace gravel, sand to 900 mm depth. - trace coal, gravel, sand from 300mm depth. USC FILL SOIL SYMBOL ADDITIONAL TESTING Elevation (m) CLAY: Silty, very stiff, high plastic, moist, grey, trace oxides. - firm, brown, trace siltstone, oxides, white deposits CH CLAY TILL: Silty, very stiff, medium plastic, moist, brown, some sand, trace gravel, oxides, coal. 8 - some silt pockets, sand pockets. TILL SO4 = 0.26% silty, sandy, very stiff, low plastic, moist, trace travel oxides coal. CLAY SHALE: Silty, hard, high plastic, damp to moist, brown and grey, trace oxides. Water level after 10 days (4.8m) CS AUGER 7.75 METERS. DRY UPON COMPLETION. NO SLOUGH. STANDPIPE INSTALLED AVENUE NW EDMONTON, AB T6E 5V1 LOGGED BY: GWD REVIEWED BY: RBI FIGURE NO.: 2 COMPLETION DEPTH: 8.40 m COMPLETION DATE: 9/13/16 Page 1 of 1

152 PHASE 11 SCHONSEE CENTRE C & H PROPERTIES INC. TEST HOLE NO.: TH AVENUE NW START DATE: 9/1/16 PROJECT NO.: PROJECT ENGINEER: HC SOLID STEM AUGERS AND SPTS ELEVATION.: m SAMPLE TYPE GRAB SHELBY TUBE SPT NO RECOVERY HOLLOW STEM CORE BACKFILL TYPE BENTONITE PEA GRAVEL SLOUGH GROUT DRILL CUTTINGS SAND POCKET PEN (kpa) Depth (m) STANDARD PENETRATION (N) PLASTIC M.C. LIQUID SAMPLE TYPE SAMPLE NO. 1 2 SPT (N) SOIL DESCRIPTION FILL: Concrete rubble, some gravel, sand, clay to 250mm depth. -Clay shale, silty, damp, some organics to 1.0m depth. USC FILL SOIL SYMBOL ADDITIONAL TESTING Elevation (m) CLAY: Silty, very stiff, high plastic, moist, brown, trace oxides. -trace oxides, white deposits. CH CLAY TILL: Silty, sandy, very stiff, medium plastic, damp, brown, trace gravel, oxides, coal. TILL SAND: Fine to medium grained, damp, brown, some silt, trace clay till lenses, oxides, coal. SP CLAY TILL: Silty, very stiff, medium plastic, moist, brownish grey, trace sand, gravel, oxides, coal. TILL 10 CLAY SHALE: Silty, very stiff, high plastic, moist, grey, trace sand, coal hard, damp CS AUGER 6.7 METERS. DEPTH OF TEST HOLE 7.15 METERS. DRY ON COMPLETION. NO SLOUGH. BACKFILLED AVENUE NW EDMONTON, AB T6E 5V1 LOGGED BY: GWD REVIEWED BY: RBI FIGURE NO.: 3 COMPLETION DEPTH: 8.40 m COMPLETION DATE: 9/13/16 Page 1 of 1

153 PHASE 11 SCHONSEE CENTRE C & H PROPERTIES INC. TEST HOLE NO.: TH AVENUE NW START DATE: 9/1/16 PROJECT NO.: PROJECT ENGINEER: HC SOLID STEM AUGERS AND SPTS ELEVATION.: m SAMPLE TYPE GRAB SHELBY TUBE SPT NO RECOVERY HOLLOW STEM CORE BACKFILL TYPE BENTONITE PEA GRAVEL SLOUGH GROUT DRILL CUTTINGS SAND POCKET PEN (kpa) Depth (m) STANDARD PENETRATION (N) PLASTIC M.C. LIQUID SAMPLE TYPE SAMPLE NO. 1 SPT (N) SOIL DESCRIPTION FILL: Gravel, sandy, clayey to 150mm depth. -Clay, and organic clay, damp to 900mm depth. USC FILL SOIL SYMBOL ADDITIONAL TESTING Elevation (m) CLAY: Silty, stiff, high plastic, damp to moist, grey. CH 3 -and silt, medium plastic, damp, light brown, trace oxides, white deposits. CI damp. DEPTH OF TEST HOLE 2.30 METERS. DRY ON COMPLETION. NO SLOUGH. BACKFILLED AVENUE NW EDMONTON, AB T6E 5V1 LOGGED BY: GWD REVIEWED BY: RBI FIGURE NO.: 4 COMPLETION DEPTH: 2.30 m COMPLETION DATE: 9/13/16 Page 1 of 1

154 PHASE 11 SCHONSEE CENTRE C & H PROPERTIES INC. TEST HOLE NO.: TH AVENUE NW START DATE: 9/1/16 PROJECT NO.: PROJECT ENGINEER: HC SOLID STEM AUGERS AND SPTS ELEVATION.: m SAMPLE TYPE GRAB SHELBY TUBE SPT NO RECOVERY HOLLOW STEM CORE BACKFILL TYPE BENTONITE PEA GRAVEL SLOUGH GROUT DRILL CUTTINGS SAND POCKET PEN (kpa) Depth (m) STANDARD PENETRATION (N) PLASTIC M.C. LIQUID SAMPLE TYPE SAMPLE NO. 1 2 SPT (N) SOIL DESCRIPTION FILL: Clay, silty, high plastic, damp, brown & grey, some organic clay, gravel to 1.2m depth. -trace organic clay, gravel, sand from 200mm depth. USC FILL SOIL SYMBOL ADDITIONAL TESTING Elevation (m) CLAY: Silty, stiff, high plastic, moist, brown, trace siltstone, oxides, white deposits. CH DEPTH OF TEST HOLE 2.30 METERS. DRY ON COMPLETION. NO SLOUGH. BACKFILLED AVENUE NW EDMONTON, AB T6E 5V1 LOGGED BY: GWD REVIEWED BY: RBI FIGURE NO.: 5 COMPLETION DEPTH: 2.30 m COMPLETION DATE: 9/13/16 Page 1 of 1

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156 SOIL CLASSIFCATION SYSTEM (MODIFIED U.S.C.) MAJOR DIVISION GROUP SYMBOL GRAPHIC SYMBOL GROUP NAME LABORATORY CLASSIFICATION CRITERIA HIGHLY ORGANIC SOILS PT PEAT AND OTHER HIGHLY ORGANIC SOILS STRONG COLOR OR ODOR, AND OFTEN FIBROUS TEXTURE COARSE-GRAINED SOILS MORE THAN 50% RETAINED ON NO.200 SIEVE GRAVELS SANDS MORE THAN 50% OF COARSE FRACTION RETAINED ON NO.4 SIEVE MORE THAN 50% OF COARSE FRACTION PASSES NO. 4 SIEVE CLEAN GRAVELS LESS THAN 5% FINES DIRTY GRAVELS MORE THAN 12% FINES CLEAN SANDS LESS THAN 5% FINES DIRTY SANDS MORE THAN 12% FINES GW GP GM GC SW SP SM SC WELL-GRADED GRAVELS, GRAVEL-SAND MIXTURES, < 5% FINES POORLY-GRADED GRAVELS, GRAVEL-SAND MIXTURES, < 5% FINES SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES, > 12% FINES CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES, > 12% FINES WELL-GRADED SANDS, GRAVELLY SANDS, < 5% FINES POORLY-GRADED SANDS, OR GRAVELLY SANDS, < 5% FINES SILTY SANDS, SAND-SILT MIXTURES, > 12% FINES CLAYEY SANDS, SAND-CLAY MIXTURES, > 12% FINES Cu= D60 D > 4 Cc= (D 2 30) 1 < < 3 10 D10 x D60 NOT MEETING ALL ABOVE REQUIREMENTS ATTERBERG LIMITS BELOW "A" LINE OR I P < 4 ATTERBERG LIMITS ABOVE "A" LINE OR I P > 7 Cu > 6 and 1 < Cc < 3 NOT MEETING ALL ABOVE REQUIREMENTS ATTERBERG LIMITS BELOW "A" LINE OR I P < 4 ATTERBERG LIMITS ABOVE "A" LINE OR I P > 7 SILTS ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY SANDS OF SLIGHT PLASTICITY W L < 50 FINE-GRAINED SOILS MORE THAN 50% PASSES NO. 200 SIEVE BELOW "A" LINE ON PLASTICITY CHART; NEGLIGIBLE ORGANIC CONTENT CLAYS ABOVE "A" LINE ON PLASTICITY CHART; NEGLIGIBLE ORGANIC CONTENT ORGANIC SILTS AND ORGANIC CLAYS MH CL CI CH OL INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS, FINE SANDY OR SILTY SOILS INORGANIC CLAYS OF LOW PLASTICITY, GRAVELLY, SANDY, OR SILTY CLAYS, LEAN CLAYS INORGANIC CLAYS OF MEDIUM PLASTICITY, SILTY CLAYS INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY W L > 50 W L < < W L < 50 W L > 50 W L < 50 SEE PLASTICITY CHART BELOW BELOW "A" LINE ON PLASTICITY CHART OH ORGANIC CLAYS OF HIGH PLASTICITY W L > All sieve sizes mentioned on this chart are U.S. Standard, ASTM E11 2. Boundary classifications possessing characteristics of two groups are given combined group symbols. eg. GW-GC is a well-graded gravel-sand mixture with clay binder of between 5% and 12%. 3. Soil fractions and limiting textural boundaries are in accordance with the Unified Soil Classification System (ASTM D2487), except that an inorganic clay of medium plasticity (CI) is recognized. 4. The following adjectives may be employed to define percentage ranges by weight of minor components (per Canadian Foundation Engineering Manual, 1992): And - 35% to 50% (y/ey) - 20% to 35% Some - 10% to 20% Trace - 1% to 10% p ) Plasticity Index (I CL PLASTICITY CHART Toughness and dry strength increase with increasing plasticity index when comparing soils at equal liquid limits CI 10 ML 7 4 CL-ML or OL Liquid Limit (WL ) CH "A" line MH or OH