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Capital Project Manual Section 0001- Table of Contents

Revised: March 20, 2014 of 1

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SECTION 00001

CAPITAL PROJECT - FRONT END

SECTION TITLE

INTRODUCTORY INFORMATION 00001 TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS 01000 GENERAL REQUIREMENTS 01035 REQUESTS FOR INFORMATION 01036 MODIFICATION 01038 PAYMENT PROCEDURES / SAMPLE DOCUMENTS

01038.1 BLANK G702 STANDARD 01038.2 BLANK G703 STANDARD 01038.3 SWORN STATEMENT FORM 01038.4 PARTIAL UNCONDITIONAL WAIVER 01038.5 FULL UNCONDITIONAL WAIVER

01040 COORDINATION 01050 PROJECT SCHEDULING 01100 PROJECT PROCEDURES 01150 ENVIRONMENTAL PROTECTION 01300 SUBMITTALS / LETTER OF COMPLIANCE 01400 QUALITY CONTROL AND PROJECT TESTING REQUIREMENTS 01500 TEMPORARY FACILITY CONTROLS AND PROTECTIVE MEASURES

DURING CONSTRUCTION 01500.1 HOT WORK PERMIT 01500.2 SAWCUTTING PROCEDURES 01500.3 POWER WASHING GUIDELINES 01500.4 FIRE SYSTEM WORK PERMIT 01500.5 ALARM DISREGARD PROCEDURE 01500.6 INCIDENT REPORT

01740 FINAL CLEANING 01800 PROJECT CLOSE-OUT

01800.1 CCP CERTIFICATE OF COMPLETION 01800.2 DESIGN DRAWING AS-BUILT PROCESS- CAPITAL PROJECTS 01800.3 MEIJER MN-131

01805 MAINTENANCE STOCK TURNOVER CHECKLIST 01810 PROJECT WARRANTY 01900 CONTRACTOR CODE OF CONDUCT

Capital Project Manual Section 01000- General Requirements

Revised: December 10, 2012 Page 1 of 3

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GENERAL REQUIREMENTS

Appendix to Agreement Between Owner And Contractor

DIVISION I SECTION 01000

GENERAL REQUIREMENTS NOTICE: This Division applies to Structure Work / Site Work described in each division of the Project

Specifications. SECTIONS INCLUDED:

Definitions and Identifications Allowances Edition Date of Reference Standards Guidelines for Approval of Hauled-In Fill Materials Restoration of Existing Construction Quality Control & Testing Operation & Maintenance Manuals

DEFINITIONS AND IDENTIFICATIONS DEFINITIONS When a capitalized word, term or phrase is used in these General Requirements, it shall be interpreted or construed first as defined in the "Glossary of Terms" attached as Appendix A to the “Agreement Between Owner and Contractor”; second, according to its meaning as set forth in the AIA booklet entitled "Glossary of Construction Industry Terms," 1991 edition; third, according to its generally-accepted meaning in the construction industry; and fourth, according to its common and customary usage. ALLOWANCES

1. The Contractor shall include in its proposal cash allowances as described in its bid package.

2. With respect to each allowance item that consists of installed materials, the amount shown

shall be the cost of the item delivered and properly installed in the Site Work / Structure Work, including freight charges, applicable taxes, cost for unloading and handling at the Site and all costs of installation. Overhead and profit is not included in the allowance. However, the Contractor expressly acknowledges and agrees that overhead and profit with regard to the allowance item is included in the Contract Price.

EDITION DATE OF REFERENCE STANDARDS

1. Code Listing: Any reference to the standards of any society, institute, association or governmental agency which is part of a building code in effect for this Project shall comply with the edition date of that building code.

2. Non-Code Listings: Any reference to the standards of any society, institute, association, or

governmental agency which is not part of a building code for this Project shall be to the edition in effect at the time of bid opening, except as otherwise specifically stated in the Specifications.



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GUIDELINES FOR APPROVAL OF HAULED-IN FILL MATERIALS

1. It is the intent of this division to verify the quality of fill material used at or as a part of the Project whose origin is other than the Project site (hauled-in fill).

2. The following documentation and/or certification must be provided by an agency or

company certified to perform such tests:

a. Identify the location and owner of the borrow pit or other source of the fill material and provide a summary of prior uses(s) of the land at the borrow pit or fill source.

b. Provide a description of the fill material: if soils; the soil type, characteristics, moisture

content, and bearing capacity under anticipated soil density; if stone or other engineering fills, a gradation summary.

c. Provide analytical testing which documents the following:

Constituent Test Method

Arsenic EPA Method 6010 or 7060 Barium EPA Method 6010 or 7080 Chromium EPA Method 6010 or 7190 Lead EPA Method 6010 or 7420 Selenium EPA Method 6010 or 7741 Cadmium EPA Method 7130 or 6010 Silver EPA Method 7760 or 6010 Mercury EPA Method 7471 Zinc EPA Method 6010 or 7950 Copper EPA Method 6010 VOC's EPA Method 8240 SVOC's EPA Method 8270 PCB's EPA Method 8080

(1) Detection Limit for VOC's is 10 ug/kg (ppb) (2) Detection Limit for SVOC's is 330 ug/kg (ppb) (3) Detection Limit for PCB's is 33 ug/kg (ppb)

3. Test results shall be submitted for acceptance before any fill is actually brought on-site. In

all cases, the Owner reserves the right to reject fill material or borrow pits if deemed unacceptable. Review and acceptance letters will be issued. In addition, a file of approved and rejected borrow pits will be maintained by the Owner.

4. Under certain circumstances, the Owner may allow Contractor to provide a statement in

lieu of the testing outlined above. These conditions may include where the borrow pit is well known to the Owner and has no history of industrial activity or potential sources of nearby contamination (e.g., sanitary landfills, dumps, underground storage tanks, etc). This will be determined on a case-by-case basis. A "Borrow Pit Warranty" document shall be furnished by the Owner for Contractor's signature for this purpose upon Contractor's request.



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RESTORATION OF EXISTING CONSTRUCTION, PAVING, ETC

1. Except for Site Work / Structure Work required by the Site Construction Documents / Structure Construction Documents, the Designer/Contractor shall leave the Project and Site in the same condition as before the Project began.

2. Should any existing monuments, stakes, elevations, construction, paving or landscaping be

defaced, damaged or destroyed, the same shall be repaired or replaced by the Contractor to the complete satisfaction of, and at no cost to, the Owner.

QUALITY CONTROL & TESTING

1. All inspection services for Site Work / Structure Work required by specification will be

provided and paid for by the Contractor.

OPERATION & MAINTENANCE MANUALS

1. On or before Date of Substantial Completion, the mechanical, electrical, refrigeration, and fire protection Subcontractor(s) shall submit their O&M Manuals to the Contractor for submittal to the Owner.

2. Final payment by the Owner will not be made until all O & B manuals, keys, as-built

drawings, and Lien Waivers have been received by the Owner.

Capital Project Manual Section 01035- Request for Information


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SECTION 01035

REQUEST FOR INFORMATION PART 1 GENERAL

1.1 SUMMARY

A. Section Includes:

1. Administrative and procedural requirements for handling and processing Requests for Information (RFI).

2. Request for Information form attached at the end of this Section.

1.2 DEFINITION

A. Requests for Information: A formal process used during the bid phase and construction phase to facilitate communication between the Contractor and owner with regard to requests for additional information and clarification of the intent of the Contract Documents (Drawings and Specifications).

1.3 PROCEDURE

A. Contractor shall submit requests for information on attached Request for Information form. Owner will not respond to requests for information unless this format is utilized and all requested information is provided.

1. Where submittal form does not provide space needed for complete information, additional sheets may be attached.

2. Submit one request per form.

B. Requests may be sent by e-mail for Bidders RFIs and e-mail for Construction RFIs to the Owner. Do not send duplicate copies via mail.

C. Requests for information submitted directly from subcontractors, suppliers, and others will not be accepted.

D. Owner will review formal requests from Contractor and forward to Civil Engineer and/or Architect for response if necessary. Response from Civil Engineer and/or Architect will be transmitted to the Owner for distribution to the affected Contractor(s).

1. Response may be a clarification or interpretation that does not change to the contract documents. Contractor is to proceed with work in conformance with the clarification and/or interpretation rendered.

2. Response may be a change but not affect the contract sum or time. This response will be treated as a Minor Change to the Work and be incorporated immediately into the project.

3. Response may lead to the issuance of a Potential Change Order by the Owner or Architect if contract sum or time is affected. Actions will follow those as outlined within the General Conditions and within the Specification Section 01036.

PART 2 - PRODUCTS (NOT USED)



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PART 3 – EXECUTION 3.1 BIDDER REQUEST FOR INFORMATION

A. The Bidder Request for Information (Bid RFI) shall be used to report to the Owner any discrepancies, errors, inconsistencies or omissions discovered during the bidding process. The Bid RFI Form shall include the following information:

a. The Project Name and Date b. Contractor’s Name, Contact, Phone, and Fax Number c. The Specification Section, Drawing, or Scope of Work Reference under question. d. Information Requested e. Contractor’s Proposed Solution

B. The Bidder’s Request for Information shall be forwarded to Meijer as directed in the Instructions to Bidders.

C. The Owner will either answer the Request for Information or Submit to the Site Adapt Engineer/Architect for their review.

D. Bid RFI’s will be answered and sent back to all bidding Contractors.

E. Bid RFI’s are to be included in the Contractors Bid Proposal Pricing.

3.2 REQUEST FOR INFORMATION

A. The Request for Information (RFI) shall be used to report to the Owner any discrepancies, errors, inconsistencies or omissions found in the Contract Documents or Additions to the Contract Documents after the Bid Date. The RFI should include the following information:

a. The Project Name and Date b. Contractor’s Name, Contact, Phone, and Fax Number c. The Specification Section, Drawing, or Scope of Work Reference under question. d. Information Requested e. Contractor’s Proposed Solution f. Cost Impact if any g. Drawing Update Required h. The Schedule Impact

B. The Request for Information shall be submitted to the Owner via e-mail.

C. The Owner will either answer the Request for Information or Submit to the Site Adapt Engineer/Architect for their review.

D. The Request for Information will be answered and sent back to the Contractor.

E. The Answer to the RFI does not give the Contractor authorization to execute any work that has a monetary or schedule impact on the Contract.

F. A Change Order will be used to authorize additional work discovered from an approved RFI.

END OF SECTION 01035 / REQUESTS FOR INFORMATION

SEE BIDDER REQUEST AND REQUEST FOR INFORMATION AS ATTACHED ON THE FOLLOWING SHEETS



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REQUEST FOR INFORMATION

Store #

New Store Remodel Reset

Location

RFI #

Main Store Gas Station

Date of Request: Requestor:

Contractor Name: Phone Number:

Bid Pack: E-mail Address:

Specification Reference:

Drawing Reference:

Scope of Work Reference:

Information Requested:

Contractor's Proposed Solution:

Consultant's Response:

Are Drawing updates required? Yes

No

Unknown Drawing Notes:

Is the Schedule impacted? Yes

No

Unknown Number of Days:

Schedule Notes:

Is Cost Impacted? Yes

No

Unknown

mailto:bgagnon@rockfordconstruction

Capital Project Manual Section 01036- Modifications Revised: December 10, 2012

Page 1 of 3

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SECTION 01036

MODIFICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for handling and processing contract modifications.

1. Multiple Prime Contracts: Provisions of this Section apply to the work of each prime contractor.

B. Definition: Potential Change Order (PCO): The formal document used to propose and

quote the cost or credit for a proposed change to the project scope of work. C. Related Sections: The following Sections contain requirements that relate to this Section:

Changes to the Contract may involve close coordination between this Section and Sections listed below.

1. Division 1 Section "Submittals" and Letter of Compliance 2. Division 1 Section “Payment Procedure” for administrative procedures governing

Applications for Payment. 3. Division 1 Section 01035 “Request for Information” for administrative

Procedures for completing Request for Information. 1.3 REQUESTS FOR INTERPRETATIONS

A. The modification procedure begins with the submittal of a Request for Information (RFI) per Specification Section 01035.

B. Upon receipt of an RFI response that changes the Scope of Work, the Owner will issue a

Potential Change Order (PCO) to the Contractor. 1.4 POTENTIAL CHANGE ORDER

A. The Owner will issue a detailed description of proposed changes in the Work that will require adjustment to the Contract Sum or Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. The description will be issued in the form of a Potential Change Order.

B. Proposal requests issued by the Owner are for information only. Do not consider them as

an instruction either to stop work in progress or to execute the proposed change. Not until the Owner and the Contractor do duly execute this proposal request does it become a Change Order.

C. Potential Change Order work may be performed on either a Quoted Basis or a Time &

Material Basis as directed by the Owner’s approval.


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D. The Potential Change Order shall cover reimbursement for the net costs of the following list of items:

1. Field construction payroll at cost 2. Percentage for payroll insurance and taxes on Item A 3. Fringe benefits at cost 4. Cost of materials and equipment incorporated in the work, including freight. 5. Expendable supplies at cost. 6. Subcontracts at cost 7. Trucking cost, including driver and insurance at rates approved by Owner. 8. Rental of construction equipment at rates approved by Owner. Contractor owned

equipment to be on actual job use basis per day, week or month; non-owned rental of equipment at cost.

9. Approved premium portion of overtime payroll costs, plus applicable insurance and taxes and fringe benefits

10. Approved out-of-town travel and living expenses for authorized personnel when expedition and/or inspecting work for the project.

11. Permits, inspection and certification fees at cost 12. Approved per hour rate for salaried staff personnel stationed at the construction site

during the construction phase. Such personnel are included in the fee(s) unless a schedule is submitted with this proposal listing personnel and rates for consideration.

13. Sales Tax on materials and other applicable fees.

E. For performing the work listed in section 1.4/D, the Trade Contractor will receive the following Fees for overhead and profit:

1. 10% on Items 1, 2, and 3 2. 10% on Items 4 and 5 3. 5% on Item 6 4. No fees are to be added to Items 7, 8, 9, 10, 11, 12 and 13 above. Fees quoted in

section 1.4/E Items 1, 2, 3, 4, 5, and 6 are for main office overhead and profit. All home office supervision, estimating time, coordination efforts, quality assurance, Sub-contractor insurance, overhead and other costs not itemized in section 1.4/D as costs to be reimbursed are included as part of the above identified fees.

F. The Potential Change Order issued by the Owner is not authorization to complete the work

as described by the Potential Change Order. Proper authorization by the Owner must be procured before initiating any of the changes.

1.5 ALLOWANCES

A. Allowance Adjustment: For allowance-cost adjustment, base each Change Order Proposal on the difference between the actual purchase amount and the allowance, multiplied by the final measurement of work-in-place. Where applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins.

1. Include installation costs in the purchase amount only where indicated as part of the allowance.

2. When requested, prepare explanations and documentation to substantiate the margins claimed.

3. Submit substantiation of a change in scope of work claimed in the Change Orders related to unit-cost allowances.

4. The Owner reserves the rights to establish the actual quantity of work-in-place by independent quantity survey, measure, or count.


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B. Submit claims for increased costs because of a change in scope or nature of the allowance

described in the Contract Documents, whether for the purchase order amount or the Contractor's handling, labor, installation, overhead, and profit. Submit claims within 21 days of receipt of the Change Order or Construction Change Directive authorizing work to proceed. The Owner will reject claims submitted later than 21 days.

1. Do not include the Contractor's or subcontractor's indirect expense in the Change

Order cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in Contract Documents.

2. No change to the Contractor's indirect expense is permitted for selection of higher or lower-priced materials or systems of the same scope and nature as originally indicated.

1.6 CHANGE ORDER PROCEDURES

A. Upon the Owner's execution of signature upon the Potential Change Order Request, the document will now become the Change Order for the Owner and the Contractor for the performance of the change described within to the Contract.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.1 POTENTIAL CHANGE ORDERS

A. Quoted Work

1. The Owner will issue to the Contractor a Potential Change Order. The Contractor will then have (14) fourteen days to provide the Owner a response to the PCO pricing request. The response shall either be written verification of no cost impact to the Owner or a completed Potential Change Order (PCO) Pricing Summary containing the following information:

a. List of Quantities and Unit costs for Materials to be Furnished as well as the Tax on the Materials. Where the PCO requires materials not listed in the Unit Pricing, the Contractor may be asked to provide additional backup information to substantiate their cost.

b. List Delivery Charge, Equipment Rentals, Permit, Certification, Inspection Fees, and Expendable Supplies.

c. Labor Costs broken out to show Payroll at Cost, Payroll Insurance, Payroll Taxes, Fringe Benefits, Premium Time, out-of-town Travel and Living Expenses, and Compensation for On-Site Salaried Personnel. These costs will have been agreed upon during the Post Bid Interviews.

d. Statement of the Effect the Change will have on Project Schedule. e. Signatures and Certifications as required.

2. The Potential Change Order will then be verified by the Owner for approval. 3. After the PCO has been approved the Contractor will be issued a Change Order. 4. In the event that the PCO is not approved that PCO will be sent back to the

Contractor for resubmittal. The resubmittal shall occur in the timeline as listed above. END OF SECTION 01036 / MODIFICATION

POTENTIAL CHANGE ORDER (PCO) PRICING SUMMARY

Contractor: Date:

Bid Package #: Store #

New Stores - SI# Contractor Contact:

Remodels - MRFOR # or MCT# Phone #

e-mail address:

Page # Backup Unit Cost

Labor Cost Materials Cost

Equipment Cost

Subcontractor Cost

1 2 3 4 5 6 7 8 9

10

Sub Total Allowable Markup Sales Tax on Subtotal Item Total

Electronic copy available upon request

PCO TOTAL: NO COST

Please e-mail completed forms to Scott Alexander at [email protected] or fax (616) 285-8422

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Capital Project Manual Section 01038- Payment Procedures


Meijer

SECTION 01038

PAYMENT PROCEDURES

PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes: 1. Payment procedures.

1.2 SCHEDULE OF VALUES A. REQUIREMENTS PRIOR TO BILLING: Subcontractor's Schedule of Values must be

approved by the Meijer Construction Project Manager prior to the first pay application. A Sworn Statement must accompany this Schedule of Values.

B. How: Via Meijer Vendor Net. (meijervendornet.com)

C. NO ROUNDING OF NUMBERS: Figures must be shown to the nearest cent, including the 10% retainer.

D. CHANGE ORDERS: Changes can be billed for only after receiving a fully executed Change Order. The Change Order should then be listed as a separate item at the end of the original Schedule of Values. Original Schedule of Value amounts are not to be changed. Pending or unsigned Change Order Values shall be shown separately on sworn statements.

E. BILLING STORED MATERIALS: For materials stored off site, a Certificate of Insurance for the stored location and pictures of the material must be submitted with the application for payment. Materials stored off site must be billed in Column F, "Materials Presently Stored", on the G703 for that month only. For the following month the stored material amount should be listed in Column D and removed from Column F, "From Previous Application", on the G703.

1.3 FORMAT

A. Each Application for Payment shall be consistent with previous applications and payments paid for by the Owner.

B. Payment-Application Forms: Use AIA Document G702 and Continuation Sheets G703 as the form for Applications for Payment.

1. Entries shall match data on the Schedule of Values and the Project Construction Schedule. Use updated schedules if revisions were made.

C. Contractor shall submit applications for payments to the Meijer Construction Project Manager.

1. With respect to that portion of each application which requests payment for goods, products, materials, equipment and systems which remain tangible personal property when sold to Owner, the Contractor shall itemize on separate lines (i) the total amount subject to sales or use tax (ii) the tax rate; and, (iii) the total amount of tax charged.

2. Each application for payment shall contain the Owner’s Project identification and shall bear the signature of a principal of the Contractor.

3. The signature of the Contractor on application for payment shall constitute the Contractor’s certification to the Owner that the performance indicated in the application has progressed to the level indicated and is as required in the Construction Documents, that the itemized sales tax charged to Owner, or use tax on items incorporated in the real property, and similar taxes have been paid, and that the amount requested is currently due and owning.



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4. Application for payment will be reviewed by the Meijer Construction Project Manager and, based upon its judgement of job progress and the Contractor’s supporting data for the payment period, certified in an appropriate amount.

1.4 RETAINAGE, CREDITS AND EXTRAS

A. Ten percent (10%) of each certified payment will be withheld until the Contractor’s work is complete. The aggregate ten percent (10%) retention will be paid within thirty (30) days after the Date of Final Completion, provided that all punch list items, Record Documents, Operating and Maintenance data guarantee and warranty certificates, and all other closeout documents have been fully completed and delivered to Meijer Construction.

1. Unless due to circumstances beyond its control, the Contractor’s failure to deliver to Meijer all keys, manuals and required maintenance stocks in accordance with the Owner’s occupancy requirements, or to furnish all written guarantees, and operating and repair manuals to Meijer prior to the Date of Substantial Completion, shall result in an obligation on the part of the Contractor to pay liquidated damages to the Owner of fifty (50%) percent of the Contractor’s ten (10%) percent retainage. Such liquidated damages shall be in addition to any other damages arising out of any failures, acts or omissions of the Contractor other than those specified in this subparagraph.

2. Unless due to circumstances beyond its control, the Contractor’s failure to furnish Closeout Documents (per section 01800 Project Closeout), or to obtain and deliver all, affidavits, releases, bonds, waivers, claims for extra Work, final payment applications, permits and other documents necessary for closeout of the Work to the Meijer Construction Project Manager within thirty (30) days after the Date of Substantial Completion shall result in an obligation on the part of the Contractor to pay liquidated damages to the Owner of fifty 50%) percent of the Contractor’s ten (10%) percent retainage. Such liquidated damages shall be in addition to any other damages arising out of any failures, acts or omissions of the Contractor other than those specified in this subparagraph.

1.5 WAIVERS AND LIENS

A. The Contractor shall, prior to submitting its first application for payment, submit to the Meijer Construction Project Manager a sworn statements listing all Consultants, Subcontractors, Suppliers, material men and others who will provide materials, labor and/or services for any portion of the Work required by its Contract, together with total dollar amounts to be paid to each. This sworn statement must be updated with each subsequent request for payment to incorporate all relevant changes (additions, deletions, changes in dollar amounts, etc).

B. The Contractor shall, with each application for payment, submit a sworn statement which lists the following for each Consultant, Subcontractor, Supplier or other party who furnished materials, labor and/or services included in that application for payment:

1. Total amount of subcontract or purchase order; 2. Amount previously requested; 3. Amount of current request; and, 4. Amount remaining to be requested.

The Meijer Construction Project Manager shall have the right to contact any Consultant, Subcontractor, Supplier or other party listed or unlisted on the Contractor’s sworn statement to verify any information on the sworn statement.

C. Beginning with the second application for payment, and for all applications for payment, the Contractor shall, in addition to the requirements of Conditions of the Contract submit a PARTIAL UNCONDITIONAL WAIVER OF LIEN, properly executed for all materials, labor and/or services included in a previous payment.



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D. If a lien or a sworn statement on account of lien is filed, all amounts due the Consultant, Subcontractor, Supplier, or other party as disclosed by the lien or sworn statement, whether due or to become due, shall be withheld from the Contractor’s monthly payment until such time as the matter has been resolved.

E. At the time its final application for payment is submitted, the Contractor shall submit a FULL UNCONDITIONAL WAIVER OF LIEN, properly executed by the Contractor and its Consultants, Subcontractor(s) Supplier(s), or other parties for all materials, labor and/or services included in the final application for payment

F. In exchange for final payment, the Contractor shall submit a properly executed FULL UNCONDITIONAL WAIVER OF LIEN.

G. QUESTIONS: Any questions regarding this billing procedure should be directed to the Meijer Construction Project Manager.

PART 2 – PRODUCTS (NOT USED) PART 3 – EXECUTION (NOT USED) END OF SECTION 01038 / PAYMENT PROCEDURES

APPLICATION AND CERTIFICATION FOR PAYMENT AIA DOCUMENT G702 PAGE ONE OF 1 3

TO OWNER: PROJECT: APPLICATION NO: Distribution to:

PERIOD TO:

FROM CONTRACTOR: VIA ARCHITECT: PROJECT NOS:

CONTRACT FOR: CONTRACT DATE:

CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, Application is made for payment, as shown below, in connection with the Contract. information and belief the Work covered by this Application for Payment has beenContinuation Sheet, AIA Document G703, is attached. completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due.

1. ORIGINAL CONTRACT SUM $ CONTRACTOR:2. Net change by Change Orders $3. CONTRACT SUM TO DATE (Line 1 ± 2) $ By: Date:4. TOTAL COMPLETED & STORED TO $ DATE (Column G on G703)

State of: Michigan County of: 5. RETAINAGE: Subscribed and sworn to before me this day of

a. % of Completed Work $(Column D + E on G703) Notary Public:

b. % of Stored Material $(Column F on G703) My Commission expires:

Total Retainage (Lines 5a + 5b or

Total in Column I of G703) $ ARCHITECT'S CERTIFICATE FOR PAYMENT6. TOTAL EARNED LESS RETAINAGE $ In accordance with the Contract Documents, based on on-site observations and the data

(Line 4 Less Line 5 Total) comprising the application, the Architect certifies to the Owner that to the best of the7. LESS PREVIOUS CERTIFICATES FOR Architect's knowledge, information and belief the Work has progressed as indicated, PAYMENT (Line 6 from prior Certificate) $ the quality of the Work is in accordance with the Contract Documents, and the Contractor8. CURRENT PAYMENT DUE $ is entitled to payment of the AMOUNT CERTIFIED.9. BALANCE TO FINISH, INCLUDING RETAINAGE $

(Line 3 less Line 6) AMOUNT CERTIFIED . . . . . . . . . . . $

CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS (Attach explanation if amount certified differs from the amount applied. Initial all figures on this Total changes approved Application and onthe Continuation Sheet that are changed to conform with the amount certified.) in previous months by Owner ARCHITECT:

Total approved this Month By: Date:

TOTALS $0.00 $0.00 This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without

NET CHANGES by Change Order $0.00 prejudice to any rights of the Owner or Contractor under this Contract.

AIA DOCUMENT G702 · APPLICATION AND CERTIFICATION FOR PAYMENT · 1992 EDITION · AIA · ©1992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, DC 20006-5292

Users may obtain validation of this document by requesting a completed AIA Document D401 - Certification of Document's Authenticity from the Licensee.

AIA DOCUMENT G703 · CONTINUATION SHEET FOR G702 · 1992 EDITION · AIA · ©1992THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W. WASHINGTON, D.C. 20006-5232 G703-1992

CONTINUATION SHEET AIA DOCUMENT G703 2 of 2

AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containingContractor's signed certification is attached.In tabulations below, amounts are stated to the nearest dollar.Use Column I on Contracts where variable retainage for line items may apply.

A B C D E F H IITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED MATERIALS TOTAL % BALANCE RETAINAGENO. VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED TO FINISH (IF VARIABLE

APPLICATION STORED AND STORED (C-G) RATE)(D + E) (NOT IN TO DATE

D OR E) (D+E+F)

Users may obtain validation of this document by requesting of the license a completed AIA Document D401 - Certification of Document's Authenticity

G

State of Michigan

County of ______________________

___________________________, being sworn, states the following:

____________________________(deponent), is the (contractor) (subcontractor) for an improvement to the following realproperty in ________________________ County, Michigan, described as follows (insert legal description of property):

The following is a statement of each subcontractor and supplier, and laborer for whom payment of wagesand withholdings is due but unpaid, with whom the (contractor) (subcontractor) has (contracted)(subcontracted) for performance under the contract with the owner of lessee of the property, and the amounts due to thepersons as of (insert date) are correctly and fully set forth opposite their names:

Name, Address and Type of Total Amount Amount Subcontractors Balance to Telephone & Fax Numbers of Improvement Contract/ Already Currently Retainage Complete Subcontractor, Supplier or Furnished Purchase Order/ Paid Owing Withheld Laborer Estimated Cost

TOTAL: - - - - -

SWORN STATEMENT

(Some columns are not applicable to all persons listed)

The contractor has not procured material from, or subcontracted with, any person other than those set forth and owes no money for the improvement other than the sums set forth.

I make this statement as the (contractor) (subcontractor) or as ______________________of the (contractor) (subcontractor)to represent to the owner or lessee of the property and his or her agents that the property is free from claims ofconstruction liens, or the possibility of construction liens, except as specifically set forth in this statement and except forclaims of construction liens by laborers that may be provided under section 109 of the construction lien act, 1980 PA 497,MCL 570.1109.

WARNING TO OWNER OR LESSEE: AN OWNER OR LESSEE OF THE PROPERTY MAY NOT RELYON THIS SWORN STATEMENT TO AVOID THE CLAIM OF A SUBCONTRACTOR, SUPPLIER, OR LABORERWHO HAS PROVIDED A NOTICE OF FURNISHING OR A LABORER WHO MAY PROVIDE A NOTICE OF FURNISHING UNDER SECTION 109 OF THE CONSTRUCTION LIEN ACT, 1980 PA 497, MCL 570.1109, TO THEDESIGNEE OR TO THE OWNER OR LESSEE IF THE DESIGNEE IS NOT NAMED OR HAS DIED.

ON RECEIPT OF THIS SWORN STATEMENT, THE OWNER OR LESSEE, OR THE OWNER'S ORLESSEE'S DESIGNEE, MUST GIVE NOTICE OF ITS RECEIPT, EITHER IN WRITING, BY TELEPHONE, ORPERSONALLY, TO EACH SUBCONTRACTOR, SUPPLIER, AND LABORER WHO HAS PROVIDED A NOTICEOF FURNISHING UNDER SECTION 109 OR, IF A NOTICE OF FURNISHING IS EXCUSED UNDER SECTION 108 OR 108A, TO EACH SUBCONTRACTOR, SUPPLIER, AND LABORER NAMED IN THE SWORNSTATEMENT. IF A SUBCONTRACTOR, SUPPLIER, OR LABORER WHO HAS PROVIDED A NOTICE OFFURNISHING OR WHO IS NAMED IN THE SWORN STATEMENT MAKES A REQUEST, THE OWNER, LESSEE,OR DESIGNEE SHALL PROVIDE THE REQUESTER A COPY OF THE SWORN STATEMENT WITHIN 10BUSINESS DAYS AFTER RECEIVING THE REQUEST.

WARNING TO DEPONENT: A PERSON WHO GIVES A FALSE SWORN STATEMENT WITH INTENTTO DEFRAUD IS SUBJECT TO CRIMINAL PENALTIES AS PROVIDED IN SECTION 110 OF THECONSTRUCTION LIEN ACT, 1980 PA 497, MCL 570.1110.

Subscribed and sworn to before me on ________________________________________(Date)

________________________________________________

Notary Public,_______________________County, MichiganActing in _______________________________CountyMy Commission Expires:____________________________

Deponent_______________________________________________________

PARTIAL UNCONDITIONAL WAIVER

We have contracted with ______________________ to provide the following work/materials:

_________________________________________________________

for the improvement to the property commonly known as ______________________________

and legally described as ______________________, and hereby waive our construction lien to

the amount of $___________, for labor/materials provided through ___________, 2013.

This waiver, together with all previous waivers, if any, does cover all amounts due to us for

contract improvements provided through the date shown above.

If the owner of the property or the owner’s designee has received a notice of furnishing from us,

or if we are not required to provide one, and the owner or designee has not received this waiver

directly from one of us, the owner or designee may not relay upon it without contracting one of

us, either in writing or by telephone or personally to verify that it is authentic.

___________________________________

Printed name of lien claimant

By: _________________________________

Name: _______________________________

Title: ________________________________

Dated: ________________, 2013

Address:

____________________________________

____________________________________

____________________________________

Telephone: __________________________

DO NOT SIGN BLANK OR INCOMPLETE FORMS. RETAIN A COPY

Capital Project Manual Section 1038.4- Partial Unconditional Waiver

Revised: April 25, 2013 Page 1 of 1

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FULL UNCONDITIONAL WAIVER

Our contract with __________________________________ to provide the following

work/materials:

_________________________________________________________

for the improvement to the property commonly known as ________________________ and

legally described as ____________________________________, have been fully paid and

satisfied, and by signing this waiver, all our construction lien rights against such property are

hereby waived and released.

If the owner of the property or the owner’s designee has received a notice of furnishing from us,

or if we are not required to provide one, and the owner or designee has not received this waiver

directly from one of us, the owner or designee may not relay upon it without contracting one of

us, either in writing or by telephone or personally to verify that it is authentic.

___________________________________

Printed name of lien claimant

By: _________________________________

Name: _______________________________

Title: ________________________________

Dated: ________________, 2013

Address:

____________________________________

____________________________________

____________________________________

Telephone: __________________________

DO NOT SIGN BLANK OR INCOMPLETE FORMS. RETAIN A COPY

Capital Project Manual Section 1038.5- Full Unconditional Waiver


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Capital Project Manual Section 01040- Coordination


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SECTION 01040

COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS


1.2 SUMMARY

A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following:

1. General project coordination procedures. 2. Conservation. 3. Coordination Drawings. 4. Contractors Use of Premises. 5. Owners Occupancy 6. Administrative and supervisory personnel. 7. Cleaning and protection.

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 1 Section “Submittals” for preparing and submitting the Contractor's Construction Schedule

2. Division 1 Section "Materials and Equipment" for coordinating general installation. 3. Division 1 Section "Contract Close-Out" for coordinating contract close-out.

1.3 COORDINATION

A. Coordinate construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair.

3. Make provisions to accommodate items scheduled for later installation.

B. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the Owner and separate contractors where coordination of their work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative

procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5. Project close-out activities.



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D. Conservation: Coordinate construction operations to assure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work.

1.4 SUBMITTALS

A. Coordination Drawings: Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities. Prepare coordination drawings where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Show the relationship of components shown on separate Shop Drawings. 2. Indicate required installation sequences. 3. Comply with requirements contained in Section "Submittals."

B. Staff Names: Prior to commencement of construction operations, submit a list of the

Contractor's principal staff assignments, including the superintendent and other personnel in attendance at the Project Site. Identify individuals and their duties and responsibilities. List all of their addresses and telephone numbers.

1. Post copies of the list in the Project meeting room, the temporary field office, and each temporary telephone.

1.5 CONTRACTOR USE OF PREMISES

A. General: During the construction period the Contractor shall have full use of the premises for construction operations, including use of the site. The Contractor's use of the premises is limited only by the Owner's right to perform work or to retain other contractors on portions of the Project.

B. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to

areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated.

1. Owner Occupancy: Allow for Owner occupancy. 2. Driveways and Entrances: Keep driveways and entrances serving the premises clear

and available to the Owner, the Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Use of the Existing Building: Upon enclosure, maintain the existing building in a weather-

tight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period.

1.6 OCCUPANCY REQUIREMENTS

A. Full Owner Occupancy: The Owner may occupy the site and existing building during the entire construction period. Cooperate with the Owner during construction operations to minimize conflicts and facilitate owner usage. Perform the Work so as not to interfere with the Owner's operations and equipment.

B. Partial Owner Occupancy: The Owner reserves the right to occupy and to place and install

equipment in areas of the building prior to Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placing of equipment and



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partial occupancy shall not constitute acceptance of the total Work. 1. The Owner will prepare a Certificate of Substantial Completion for each specific

portion of the Work to be occupied prior to Owner occupancy. 2. Obtain a Certificate of Occupancy from local building officials prior to Owner

occupancy. 3. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully

operational. Required inspections and tests shall have been successfully completed. Upon occupancy, the Owner will operate and maintain mechanical and electrical systems serving occupied portions of the building.

4. Upon occupancy, the Owner will assume responsibility for maintenance and custodial service for occupied portions of the building.

PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Coordinate temporary enclosures with required inspections and tests to minimize the

necessity of uncovering completed construction for that purpose. 3.2 CLEANING AND PROTECTION

A. Clean and protect construction in progress and adjoining materials in place, during handling and installation. Apply protective covering where required to assure protection from damage or deterioration at Substantial Completion.

B. Clean and provide maintenance on completed construction as frequently as necessary

through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects.

3.3 COORDINATION OF OCCUPIED AREA WORK & UTILITY INTERRUPTIONS

A. Notify the Meijer Construction in writing 10 days in advance of work in occupied areas, work affecting occupied areas, or of a utility interruption. Shut-offs must be accomplished at the Owner's schedule; overtime, round the clock, holiday or weekend work may be required. Or, at the option of the contractor, by-pass service may be provided.

1. Written approval must be received from the Owner prior to the start of any such work. 2. Coordinate these operations with Meijer Construction and complete the work in the

minimum amount of time.

B. Organize and plan the work to meet the Owner's convenience. Work overtime and off hours if required in the opinion of the Owner to keep the premise watertight, damp proof, and entirely dust free.

END OF SECTION 01040 / COORDINATION

Capital Project Manual Section 01050- Project Scheduling


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SECTION 01050

PROJECT SCHEDULING PART 1 - GENERAL 1.1 RELATED DOCUMENTS


1.2 SUMMARY

A. This Section includes administrative and procedural requirements for the Critical Path Method (CPM) of scheduling and reporting progress of the Work.

1. Refer to the General Conditions and the Agreement for definitions and specific dates of Contract Time.


1. Division 1 Section "Submittals” specifies requirements for submitting the Preliminary Construction Schedule and requirements for submitting the list of products.

2. Division 1 Section "Quality Control" specifies requirements for submitting inspection and test reports.

1.3 DEFINITIONS

A. Critical Path Method (CPM): A method of planning and scheduling a construction project where activities are arranged based on activity relationships and network calculations determine when activities can be performed and the critical path of the Project.

B. Critical Path: The longest continuous chain of activities through the network schedule that

establishes the minimum overall project duration. C. Network Diagram: A graphic diagram of a network schedule, showing the activities and

activity relationships. D. Activity: A discrete part of a project that can be identified for planning, scheduling,

monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical activities are activities on the critical path. 2. Predecessor activity is an activity that must be completed before a given activity can

be started.

E. Event: An event is the starting or ending point of an activity. F. Milestone: A key or critical point in time for reference or measurement.

G. Float is the measure of leeway in activity performance. Accumulative float time belongs to

the owner.

1. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the following activity.

2. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned project completion date.

Capital Project Manual Section 01050- Project Scheduling


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1.4 DETAILED PROJECT SCHEDULE

A. The Contractor shall provide a time scaled bar chart schedule in sufficient detail to describe completion of the project separated by areas of facility, or phase within the overall project timeframe of the contract. Activities should describe discreet and separate construction functions. Activities shall also be included for all subcontractors and equipment delivery dates. Maximum activity duration shall be 15 calendar days. If similar activities incur more than 15 calendar days, separate function into areas where work will occur and the relationship between activities.

B. Schedule format shall be either Gant chart or CPM. Schedule information should include

at a minimum: Activity Description, Duration, Activity Start Date, Activity End date. At the request of the Owner, Contractor shall provide additional information regarding crew and craft size for each activity or any additional detail requested.

C. Multiple prime contractors must account for logical completion of associated activities by

other prime contractors. Sufficient time shall be anticipated and provided for other prime contractors to complete work that is interdependent.

D. Where Owner furnished equipment or contractors are present for the project provision

shall be made for the installation of the equipment and/or access by contractor within the overall project timeframe.

1.5 SUBMITTALS

A. Submittal and Distribution: Submit 3 copies of the initial issue of the schedule within 14 days of execution of the contact or issuance of a letter of intent. Distribute copies to project supervisors, subcontractors and suppliers or fabricators, and others identified by the Contractor with a need-to- know schedule responsibility.

1. Post copies in the Project meeting rooms and/or temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and

post in the same locations.

B. Schedule Updating: Revise the schedule immediately after each meeting or other activity, where revisions have been recognized or made. Issue the updated schedule concurrently with the report of each project meeting. Insert other special actions required in CPM scheduling procedures.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 01050 / PROJECT SCHEDULING

Capital Project Manual Section 01100- Project Procedures


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SECTION 01100

PROJECT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS


1.2 SUMMARY

A. The following rules and regulations apply to all Contractor's personnel while performing work on Owner's property. The Contractor shall enforce strict compliance with these rules and regulations by his/her employees and all sub-contracted personnel.

1.3 RULES AND REGULATIONS

A. Contractor shall, prior to mobilizing, furnish a list of all workmen expected to work on the project. Contractor shall update the list upon any change in personnel.

B. Each Contractor shall furnish a foreman who shall be responsible for his portion of the

work. C. Exterior doors to building areas shall be kept closed at all times. If normally locked, they

shall remain locked. D. A copy of these Rules and Regulations and the Project Call-Out List shall be kept posted

prominently on the job at all times. Copies of each shall be given to each worker throughout the entire project.

E. If the Contractor or any of his workmen is requested to stop work by any employee of the

Owner, he shall stop work immediately. The Contractor shall ask the name of the person requesting the work stoppage and the reason for the stoppage. Contractor shall then contact the Owner or its designated representative who shall then determine the conditions under which the work may proceed.

1.4 DRUG FREE WORKPLACE RULES

A. The sale, distribution, consumption, use and or being under the influence of, unauthorized substances are prohibited on any Meijer property and or any project site. Unauthorized substances include, among others, alcoholic beverages, marijuana, hashish, heroin, cocaine, hallucinogens, synthetics, depressants or stimulants not prescribed for current personal treatment by a licensed physician.

B. Any employee of the Subcontractor found using, possessing, selling, distributing,

concealing or transporting any of the items or substances prohibited by the paragraph above, shall be removed from the property, and or project site, and shall be permanently banned from performing work at any Meijer property, and/or project site.



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1.5 FIRE DETECTION

A. Fire detection heads in the project area are to be covered with a non-porous, non-combustible material during all work operations that create dust. Fire detection heads shall be uncovered any time the job is unattended. When using flame producing tools see Division 1, Coring, Cutting and Welding for procedures regarding the smoke detection system.

B. If the Contractor’s personnel activate the fire alarm system during work operations, contact

the personnel and location as determined by the Project Call-Out List immediately. 1.6 SAFETY DEVICES

A. Comply with all federal, state, and local authorities having jurisdiction regarding safety regulations to all work being done. This includes but not limited to State and Federal OSHA regulations.

B. Maintain, on the site at all times, a first aid kit for the immediate first aid treatment of injury

of any person.

C. Maintain on the site the location of the nearest emergency medical center.

D. Maintain on the site a copy of the contractor’s safety program. Make available upon request.

1.7 PROJECT CALL OUT LIST

A. All responsible parties, including at least one representative from all involved contractors, shall provide their business, home, 24 hour numbers, and any other portable phone or paging device numbers so that a Project Call Out List can be compiled by the Owner. Copies of the list shall be distributed to all involved parties and a copy shall be kept posted in a prominent place on the job at all times.

1.8 WATERPROOF INTEGRITY

A. At no time will any penetrations which will affect the waterproof integrity of the building (allowing snow, wind, rain, dust, etc. to enter) be made without prior approval of Meijer Construction.

B. Any work operation, approved or not, where this integrity is placed in jeopardy, will be the

responsibility of the Contractor to insure that all possible water shedding coverings and weather proofing enclosures are securely placed prior to leaving the building.

1.9 TOOLS AND EQUIPMENT

A. Special consideration shall be required to the proper use of all tools and equipment. Carelessness in using even the most common tools can and will cause serious damage to working telephone switching and power equipment and cabling. Contractor shall comply with limitations imposed by the Owner regarding the type of tools used to perform certain work operations.

B. Storage of welding and cutting tools and equipment - see Division 1 section 01500,

Temporary Facility Controls and Protective measures during construction. C. All electric tools and machinery shall be properly grounded.



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D. Contractor shall not use any of Owner's equipment, tools, or materials unless approved by

the Owner. E. All tools, equipment and materials shall be kept out of traffic areas at all times. At the

completion of work or when leaving the site for any reason, remove anything from the area that may cause injury to personnel.

F. Contractor shall dispose of any chemicals, paint thinner or remover, any type of wash from

plaster, concrete, etc., away from the building. Under no circumstances will new or existing drains be used for disposal of these or similar materials.

G. Use of tool belts is NOT permitted when working in equipment aisles or when working

above telephone, power, or electronic equipment. Tools are to be carried by hand or in pants pockets. Workers to carry only those tools required for the specific work operation in progress.

H. All tools and their accessories (bits, cords, etc.) shall be stored in an area designated by

the Owner when not in use or attended. Such equipment shall not be left lying throughout the building.

I. No gasoline-operated equipment shall be used within the building unless prior approval

from Meijer Construction is granted in writing. 1.10 HOUSEKEEPING

A. All construction areas and designated storage areas will be the responsibility of the Contractor to keep them neat, clean and orderly at all times. Trash shall be removed from the building daily.

B. Contractor shall not use owner’s trash disposal facilities. C. See Division 1, Final Cleaning, for special housekeeping restrictions in telephone

equipment areas. 1.11 CHANGES IN CONSTRUCTION

A. Changes such as modifications, additions, and deletions, to the building plans and specifications, are to be handled through the Owner. The contractor shall be responsible for any cost or changes not first approved by the Owner through the Change Order procedures as defined in Division 1, Modification Procedures.

1.12 NO SMOKING

A. Contractor will strictly enforce Owner's "No Smoking" policy in and on all buildings. Smoking will be allowed only outside the building in designated areas. The Owner reserves the right to escort any contractor or their personnel from the premises for violation of this policy. The Owner also reserves the right to have that personnel permanently removed from the project.

1.13 WORKING IN OCCUPIED AREAS

A. Contractor shall notify the Owner prior to the start of any work in an occupied area. No work shall start until proper protection is provided and approved by Owner.



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B. Before working in any occupied area, the Contractor shall place barriers and/or signs as

required to direct traffic. 1.14 ODOR PRODUCING ACTIVITIES

A. Odor producing activities in occupied areas or in areas that could affect occupied areas shall be done after occupied hours unless approved first by the Owner. Ventilation will be required.

1.15 USE OF OWNER’S FACILITIES

A. Owner will designate which toilet facilities the contractor may or may not use after occupancy. If the facilities are for exclusive use by the contractor, the contractor must maintain the facilities neat and clean to the Owner’s satisfaction.

B. Make provisions to keep dirt, dust, and other construction debris from being tracked or

moved out of construction areas. 1.16 PARKING

A. There will be parking allowed in Owner’s parking facilities for construction personnel as designated by the Owner.

B. All storage of materials and equipment must be in the designated areas. Any relocation

requested by the owner will occur immediately upon request and at no additional cost to the owner.

1.17 EXTERIOR KEYS

A. If the building’s exterior access for the Contractor is through a door that is controlled by a keyed lockset, the Contractor will be issued a limited number of keys for entry though this door.

B. The Owner will record to whom the key(s) were issued, the quantity issued, and the date

they were assigned. The Contractor will sign to acknowledge acceptance of these keys.

C. As part of close-out and final payment for the project, the Contractor must turn over all assigned key(s) in the same condition as issued. Any lost, stolen, mutilated, damaged or otherwise altered key will carry with it a $500.00 charge. This charge will be deducted from the final payment.

1.18 INTERIOR KEYS

A. If access to areas within the building that the contractor must have access to are controlled keyed, the Contractor will be issued a limited number of keys for entry though these doors.

B. The Owner will record to whom the key(s) were issued, the quantity issued, and the date

they were assigned. The Contractor will sign to acknowledge acceptance of these keys.

C. As part of close-out and final payment for the project, the Contractor must turn over all assigned key(s) in the same condition as issued. Any lost, stolen, mutilated, damaged or otherwise altered key will carry with it a $500.00 charge. This charge will be deducted from the final payment.



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1.19 RESTRICTIONS FOR HANGING ITEMS FROM JOINTS

A. All piping and conduits above 2” are to be hung at top panel points.

B. All trapezed (ganged) piping and conduits are to be hung at top chord panel points.

C. Fire protection branch lines that are four (4) per bay are to have a minimum of two branch lines on top chord panel points.

D. Ductwork having over eighty (80) united inches (i.e.: 20” x 20”, 18” x 22”, etc) is to be hung

at the top chord panel points. E. Hanging items from bridging is not permitted. F. Other items may be installed anywhere along the top chord of the joist as long as the 100

pound limit per joist is not exceed. Loads that are deemed in excess of this 100-pound limit are to have supplemental angles installed per Drawings.

1. All items listed on Vulcraft’s shop drawings, “Collateral Load Notes” are to be

installed in locations shown as the joists in these areas are designed to accept the loads listed on the Drawings.

1.20 PROVIDE EXPANSION COMPENSATION IN ALL PIPELINES, CONDUIT, DUCT, ETC.

CROSSING BUILDING EXPANSION JOINTS. 1.21 SCREWS PENETRATING THE DECK FROM THE INSTALLATION OF ROOF

INSULATION AND MEMBRANE SYSTEM SHALL NOT BE REMOVED, BENT TO THE SIDE OR OTHERWISE DAMAGED IN ANY WAY. WIRING AND CONDUITS IN THE AREA OF THESE SCREWS SHALL BE INSTALLED SO AS NOT TO INTERFERE WITH THE ROOF FASTENING SYSTEM.

PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION (NOT APPLICABLE) END OF SECTION 01100 / PROJECT PROCEDURES

Capital Project Manual Section 01150- Environmental Protection


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SECTION 01150

ENVIRONMENTAL PROTECTION PART 1 - GENERAL 1.1 SUMMARY

A. Section includes: Environmentally-sensitive procedures. 1. Protect the environment, both on-site and off-site, during demolition and construction

operations. 2. Prevent environmental pollution and damage. 3. Effect optimum control of solid wastes.

1.2 DEFINITIONS

A. Adequate ventilation: Ventilation, including air circulation and air changes, required to cure materials, dissipate humidity, and prevent accumulation of dust, fumes, vapors, or gases.

B. Environmental pollution and damage: The presence of chemical, physical, or biological

elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; or degrade the utility of the environment for aesthetic, cultural, or historical purposes.

C. Hazardous materials: Includes pesticides, biocides, and carcinogens as listed by

recognized authorities, such as the Environmental Protection Agency (EPA) and the International Agency for Research on Cancer (IARC).

D. Interior final finishes: Materials and products that will be exposed at interior, occupied

spaces; including flooring, wallcovering, finish carpentry, and ceilings. E. Packaged dry products: Materials and products that are installed in dry form and are

delivered to the site in manufacturer's packaging; including carpets, resilient flooring, ceiling tiles, and insulation.

F. Wet products: Materials and products installed in wet form, including paints, sealants,

adhesives and special coatings.

PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION 3.1 ENVIRONMENTAL CONTROLS

A. Operate temporary facilities and conduct construction by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted.

1. Comply with all pollution control regulations in effect at site for all materials, equipment and work procedures used on the Project.

B. Conservation: Coordinate construction activities to ensure that operations are carried out

with consideration given to conservation of energy, water, and materials. 1. Recycle construction/demolition waste to greatest extent feasible.

C. Protection of natural resources: Preserve the natural resources within the Project

boundaries and outside the limits of permanent Work performed under this Contract in their

Capital Project Manual Section 01150- Environmental Protection


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existing condition or restore to an equivalent or improved condition as approved by Owner, upon completion of the Work.

1. Confine demolition and construction activities to work area limits indicated on the Drawings and as directed by Meijer Construction.

2. Prevent creation of dust, air pollution, and odors. a. Use water sprinkling, temporary enclosures, and other appropriate methods to

limit dust and dirt rising and scattering in air to lowest practical level. 1) Do not use water when it may create hazardous or other adverse

conditions such as flooding and pollution. b. Store volatile liquids, including fuels and solvents, in closed containers. c. Properly maintain equipment to reduce gaseous pollutant emissions.

3. Water resources: a. Oily substances: Prevent oily or other hazardous substances from entering the

ground, drainage areas, or local bodies of water. b. Mosquito abatement: Prevent ponding of stagnant water conducive to

mosquito breeding habitat. c. Prevent run-off from site during demolition and construction operations.

4. Erodible soils: As specified in Division 2 and as follows. Plan and conduct earthwork to minimize the duration of exposure of unprotected soils. Clear areas in reasonably sized increments only as needed to use the areas developed. Form earthwork to final grade as shown. Immediately protect side slopes and back slopes upon completion of rough grading.

5. Tree and plant protection: As specified in Division 2 and as specified herein. Protect from damage all trees and other vegetation to remain that occurs within the limits of construction work.

a. Do not store oil, gas, chemicals, or construction materials of any kind within the drip line of any existing trees.

b. Do not attach signs, wires, or any other type of obstruction to trees. c. Replace in kind and size plant materials designated to remain that are killed or

severely damaged by construction activities to the satisfaction of the Owner at no additional cost.

6. Fish and Wildlife Resources: Manage and control construction activities to minimize interference with, disturbance of, and damage to fish and wildlife.

D. Indoor Air Quality:

1. Interior final finishes: Schedule construction operations involving wet products prior to packaged dry products to the greatest extent possible.

2. Temporary Ventilation: As specified in Section 01500 - Temporary Facilities and Controls, and as follows:

a. Provide adequate ventilation during and after installation of interior wet products and interior final finishes.

b. Provide adequate ventilation of packaged dry products prior to installation. Remove from packaging and ventilate in a secure, dry, well-ventilated space free from strong contaminant sources and residues. Provide a temperature range of 50 degrees F minimum to 90 degree F maximum continuously during the ventilation period. Do not ventilate within limits of Work unless otherwise approved by Owner.

E. Noise Control: When building is occupied by Owner, conduct all operations so as to abate

noise wherever possible and to minimize noise where complete abatement is not possible. Avoid use of tools and equipment, which produce harmful noise. Restrict use of noise making tools and equipment to hours that will minimize complaints.

END OF SECTION 01150 / ENVIRONMENTAL PROTECTION

Capital Project Manual Section 01300- Submittals/Letter of Compliance


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SECTION 01300

SUBMITTALS / LETTER OF COMPLIANCE PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following:

1. Shop Drawings. 2. Product Data. 3. Samples. 4. Quality assurance submittals. 5. Letters of Compliance. 6. Owner Negotiated/ Supplied Items

B. Administrative Submittals: Refer to the Conditions of the Contract, other Division 1

Sections and other Contract Documents for requirements for administrative submittals. Such submittals include, but are not limited to, the following:

1. Permits, insurance certificates, subcontractor list. 2. Applications for Payment. 3. Closeout Packages:

a. Record Documents. b. Warranties. c. Operation and Maintenance Manuals.

1.2 PROCEDURES- CONTRACTOR ITEMS (CFCI) AND OWNER-NEGOTIATED

SUPPLIERS

A. Provide in accordance with the Conditions of the Contract and as specified. These requirements apply to all contractors and to Owner Negotiated suppliers.

1. Forward submittals directly to Owner. 2. Submit submittals required for performance of the Work no later than 14 calendar

days after date of Award of Contract or date of Letter of Intent to award Contract, whichever is earlier.

1.3 PROCEDURES - GENERAL

A. Coordinate submittal preparation with performance of construction activities, and with

purchasing or fabrication, delivery, other submittals and related activities. Transmit in advance of performance of related activities to avoid delay.

1. Coordinate transmittal of different submittals for related elements so processing will not be delayed by the need to review concurrently for coordination.

a. Owner reserves the right to withhold action on a submittal requiring coordination until related submittals are received.

2. Processing: Allow 21 calendar days for initial review. Allow more time if processing must be delayed for coordination with other submittals.

3. No extension of time will be authorized because of failure to transmit submittals sufficiently in advance of the Work to permit processing.

4. Unsolicited Submittals: The Owner will return unsolicited submittals to the sender without action.



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1.4 SUBMITTALS

A. Shop Drawings: Submit new information, drawn to accurate scale. Indicate deviations from Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings.

1. Submit 1 electronic file in pdf format of each required submittal. The Owner will retain an electronic copy, and will return the reviewed submittal marked with action taken and corrections, modifications, or resubmittals required. Maintain for resubmittal to Owner in Close-Out packages.

2. Include the following information: a. Manufacturer's printed recommendations. b. Compliance with recognized trade association standards. c. Compliance with recognized testing agency standards. d. Application of testing agency labels and seals. e. Notation of dimensions verified by field measurement. f. Notation of coordination requirements.

1.5 QUALITY ASSURANCE SUBMITTALS

A. Submit quality-control submittals, including certifications, manufacturer's instructions, manufacturer's field reports, and other quality-control submittals as required under other Sections of the Specifications.

B. Certifications: Where other Sections of the Specifications require certification that a

product, material, or installation complies with specified requirements, submit a notarized certification from the manufacturer certifying compliance with specified requirements.

1. Signature: Certification shall be signed by an officer of the manufacturer or other individual authorized to sign documents on behalf of the company.

C. Inspection and Test Reports: Requirements for submittal of inspection and test reports

from independent testing agencies are specified in Section 01400, "Quality Control." 1.6 LETTERS OF COMPLIANCE

A. Letter of Compliance is intended only for specified items as indicated in the technical sections and is NOT for use in conjunction with proposed substitutions.

B. Submit Letters of Compliance: By submitting Record Letter of Compliance, the Contractor

declares that the Product identified on the Letter by manufacturer's name and model number is (one of) the product(s) specified and is suitable for the intended use as defined within the Contract Documents and that the Product has been provided and placed in operational condition in accordance with the manufacturer's published instructions and the Contract Documents.

1. Submit completed Record Letter of Compliance for each product selected as indicated within each Section. Submit one form for each product.

2. Fill-in required information on form and sign in ink by person authorized to sign on behalf of the Contractor.

3. No modifications to form permitted. 4. Form for Letters of Compliance is located at the end of this Section. 5. If requested by Construction Manager, provide additional submittals.

PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION 01300/ SUBMITTALS/ LETTER OF COMPLIANCE



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Letter of Compliance This Letter of Compliance is provided as a Record Document. The undersigned hereby declares that the Product identified below is (one of) the product(s) specified and is suitable for the intended use as defined within the Contract Documents and that the Product has been provided and placed in operational condition in accordance with the manufacturer's published instructions and the Contract Documents. PRODUCT: ___ Manufacturer Name Model Number SUBCONTRACTOR/SUPPLIER: ___ Signature of Subcontractor/Supplier Offering Product Date ___ Print Name of Subcontractor/Supplier Offering Product Phone Number Subcontractor / Supplier Name And Address CONTRACTOR: Signature of Contractor Date Print Name of Contractor Signatory and Title Phone Number Contractor Name and Address END OF SECTION 01300 / SUBMITTALS – LETTER OF COMPLIANCE

Capital Project Manual Section 01400- Quality Control and Project Testing Requirements


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SECTION 01400

QUALITY CONTROL AND PROJECT TESTING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY

A. This Section includes: 1. Administrative and procedural requirements for quality-control services, including

inspections, tests and reports. a. Services Provided by the Project’s Quality Control (QC) Agency:

1) Sitework testing and inspection. 2) Concrete testing. 3) Precast wall panel inspection. 4) Structural steel inspection.

b. Services provided by the Contractor or the Contractor’s Agency: 1) Bituminous pavement testing.

2. The services described within this Specification Section do not reduce any requirements specified elsewhere.

B. Quality-control services include inspections, tests, and related actions, including reports performed by Contractor, by independent agencies, and by governing authorities. They do not include contract enforcement activities performed by Owner.

C. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements.

D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products.

1. Specific quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified inspections, tests, and related actions do not limit Contractor's quality-control procedures that facilitate compliance with Contract Document requirements.

3. Provisions of this Section do not limit requirements for Contractor to provide quality-control services required by Owner or authorities having jurisdiction.

E. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Submittals" specifies requirements for development of a schedule

of required tests and inspections. 1.2 REFERENCES

A. Except as herein specified or as indicated on the Drawings, the work of this Section shall comply with the following:

1. ASTM: a. C31 - Making and Curing Concrete Test Specimens in the Field. b. C39 - Test for Compressive Strength of Cylindrical Concrete Specimens. c. C42 - Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. d. C94 - Ready-Mixed Concretes. e. C138 - Test for Unit Weight, Yield and Air Content of Concrete. f. C143 - Test for Slump of Portland Cement Concrete.



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g. C172 - Sampling Fresh Concrete. h. C173 - Test for Air Content of Freshly Mixed Concrete by the Volumetric

Method. i. C192 - Making and Curing Concrete Test Specimens in the Laboratory. j. C231 - Test for Air Content of Freshly Mixed Concrete by the Pressure Method. k. C1064 - Temperature of Freshly Mixed Portland Cement Concrete. l. D698 - Laboratory Compaction Characteristics of Soil Using Standard Effort. m. D1188 - Test Method for Bulk Specific Gravity and Density of Compacted

Bituminous Mixtures Using Paraffin-Coated Specimens. n. D1556 - Density of Soil In Place by the Sand-Cone Method. o. D1557 - Moisture-Density Relations of Soils and Soils Aggregate Mixture Using

10 Pound Rammer and 18 Inch Drop. p. D1586 - Penetration Test and Split Barrel Sampling of Soils. q. D1883 - CBR (California Bearing Ratio) of Laboratory Compacted Soils. r. D2166 - Unconfined Compressive Strength of Cohesive Soil. s. D2167 - Density of Unit Weight of Soil In Place by the Rubber Balloon Method. t. D2922 - Density of Soil and Soil Aggregates by Nuclear Methods. u. D2937 - Density of Soil in Place by Drive Cylinder Method. v. D2950 - Test Methods for Density of Bituminous Concrete in Place by Nuclear

Methods. 2. AWS - American Welding Society:

a. D1.1 - Structural Welding Code - Steel. b. D1.3 – Structural Welding Code – Sheet Steel

3. ACI - American Concrete Institute: a. 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight

and Mass Concrete. b. 301 - Specification for Structural Concrete for Buildings. c. 318 - Building Code Requirements for Reinforced Concrete.

4. Building Code. 5. RCSC - Research Council on Structural Connections:

a. Specification for Structural Joints Using ASTM A325 or A490 Bolts.

1.3 TESTING AND INSPECTIONS

A. Contractor is responsible to cooperate with agencies performing required inspections, tests, and similar services, and provide reasonable auxiliary services as requested. Notify the agency and the Owner sufficiently in advance of operations to permit assignment of personnel. Auxiliary services required include, but are not limited to, the following:

1. Provide access to the Work. 2. Furnish incidental labor and facilities necessary to facilitate inspections and tests. 3. Take adequate quantities of representative samples of materials that require testing

or assist the agency in taking samples. 4. Provide facilities for storage and curing of test samples. 5. Provide security and protection of samples and test equipment at the Project Site. 6. Testing and inspection provided by the Project’s QC Agency: 7. The Contractor will coordinate inspections, tests, and other quality-control services

with Project’s QC Agency. The tests and inspections specified in this Section are the minimum testing required.

8. Duties of the QC Agency: The QC Agency engaged to perform inspection and testing of materials and construction specified in individual Sections shall cooperate with the Owner and the Contractor in performance of the Agency's duties. The QC Agency shall provide qualified personnel to perform required inspections and tests.

a. The Agency shall notify the Owner and the Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.



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b. The Agency is not authorized to release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept any portion of the Work.

c. The Agency shall not perform any duties of the Contractor. 9. Engage inspection and testing service agencies, including independent testing

laboratories that specialize in the types of inspections and tests to be performed. a. Each inspection and testing agency engaged on the Project shall be

satisfactory to authorities having jurisdiction as having competence in the testing or inspection being performed.

b. Each inspection and testing agency engaged on the Project shall be acceptable to Owner.

c. Inspection and testing service agencies for mechanical systems: In accordance with Division 15.

10. Test Report Submittals: a. Field Reports: The QC Agency shall submit to the Meijer Construction daily

handwritten reports for each testing function completed that day. b. Written Reports: The QC Agency shall electronically submit a type written

report to the Meijer Construction, as applicable, within three days of each test. Written reports shall include the following data as a minimum:

1) Date of issue. 2) Project title and number. 3) Name, address and telephone number of QC Agency. 4) Dates and locations and location map with descriptions of samples and

tests or inspections. 5) Names of individuals making the inspection or test. 6) Designation of the work and test method. 7) Identification of product and Specification Section. 8) Complete inspection or test data. 9) Test results and an interpretation of test results. 10) Ambient conditions at the time of sample taking and testing. 11) Comments or professional opinion on whether inspected or tested

Work complies with Contract Document requirements. 12) Name and signature of laboratory inspector. 13) Recommendations on retesting.

c. Failed tests shall be communicated immediately to Meijer Construction, as applicable, and Contractor. Contractor shall address and correct failed work prior to proceeding.

11. Sitework: a. Building Pad:

1) Perform a minimum of one field in-place compaction test for each required lift of fill per 2,500 square feet of area. Perform compaction testing in accordance with ASTM D698 or D1557, as applicable, unless different test methods are specifically recommended by the Civil Engineer.

2) Inspect each required lift of fill to verify correct placement thickness. 3) Perform proof-rolling evaluation of exposed subgrade and provide field

reports prior to fill placement. a) Proof-rolling will be performed with heavy rubber-tired vehicle such

as a loaded dump truck or scraper, making a minimum of two passes in each of two perpendicular directions covering the proposed development area. Proof-rolling shall be witnessed by Meijer Construction and associated Contractors.

4) Immediately after completion of pad, and as directed by Meijer Construction, perform a proof-rolling evaluation of the prepared pad. Proof-rolling shall be performed as indicated above.



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5) Test bearing surface subgrade of a minimum of 10% of the building spread footings, to confirm that allowable bearing pressures indicated on the Drawings can be achieved with acceptable settlement. If any one location cannot achieve the indicated allowable bearing pressure:

a) Contractor shall improve conditions as required by Engineer until retesting indicates allowable bearing pressure can be achieved.

b) Keep testing another 10% of the spread footings until no non-complying subgrades are found.

b. Pavement and Fill Areas other than Building Pad: 1) Perform proof-rolling evaluation of exposed subgrade and provide field

reports prior to fill placement. a) Proof-rolling will be performed with heavy rubber-tired vehicle such

as a loaded dump truck or scraper, making a minimum of two passes in each of two perpendicular directions covering the proposed development area. Proof-rolling shall be witnessed by Meijer Construction and associated Contractors.

2) Perform a minimum of one field in-place compaction test in accordance with ASTM D698 or ASTM D1557, as applicable, for each 10,000 square feet of area for the following:

a) The first 12 inches of depth of exposed sub-base materials. b) Each required lift of fill. c) Each layer of base course.

3) Inspect a minimum of once for each 10,000 square feet of the following to verify correct placement thickness:

a) Each required lift of fill. b) Each layer of base course.

4) Lime stabilized sub-grade soils: Test stabilized sub-grade soils to assess the amount of lime placed per square yard, the moisture content, and the degree of compaction. Stabilized sub-grade soils shall be tested to assess compliance with the LBR and CBR value specified once per 10,000 square feet of area.

a) Lime concentration testing: Document lime is spread at a minimum rate of 4 to 5 percent concentration by dry weight, tested to provide a California Bearing Ratio of at least 25 in accordance with ASTM D 1883. The CBR samples shall be compacted after the soil lime mixture has cured for at least 48 hours. This curing period is not necessarily required during the construction phase. It applies without exception to the testing phase.

c. Utilities:

1) Perform a minimum of one field in place compaction test for each required lift of fill at each utility structure and every 300 feet between structures, if the distance between structures exceeds 300 feet. Test under and above pipe.

2) Inspect each lift of backfill to verify that the material and lift thickness comply with project specifications and drawings.

d. Concrete Paving: 1) Slump test: ASTM C 143; perform one test for each set of cylinders

taken. 2) Air content: ASTM C 231; perform one test for each set of cylinders

taken. 3) Compressive strength tests: ASTM C 39; take 1 set of 4 compressive

cylinders for each 150 cubic yards placed each day, of each mix design placed in any 1 day, or not less than 1 set of cylinders for each day of



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pour, for each mix design. Test 1 specimen at 7 days, 2 specimens at 28 days, and hold one for testing as directed by Meijer Construction.

4) If 7-day cylinder test exceeds the required concrete compressive strength, immediately test the spare cylinder and report the results of the (2) 7-day tests. The 28-day test will not be required. Discard the remaining cylinders as directed by Meijer Construction.

12. Building Work: a. Precast Concrete Wall Panels:

1) Inspect field welds in accordance with AWS D1.1. 2) Inspect wall panel erection for conformance to the Contract Documents

and the reviewed Shop Drawings. b. Concrete: Report in writing to Meijer Construction and ready-mix producer

within 24 hours after tests. Reports of compressive strength tests shall contain the Project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7-day tests and 28-day tests.

1) Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94.

a) Slump: ASTM C 143; one test at point of discharge for each set of cylinders taken; additional tests when concrete consistency seems to have changed.

b) Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231, pressure method for normal weight concrete; one for each set of cylinders taken.

c) Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 degrees F and below, when 80 degrees F and above, and one test for each set of cylinders taken.

d) Compression Test Specimen: ASTM C 31; take one set of four standard cylinders for each class of concrete placed each day, nor less than one set for each 150 cubic yards, nor less than one set for each 5,000 square feet of floor area. Mold and store cylinders for laboratory-cured test specimens except when field-cured test specimens are required.

e) Compressive-Strength Tests: ASTM C 39; test one specimen at 7 days, two specimens at 28 days, and hold one specimen for later testing if required.

f) If 7-day cylinder test exceeds the required concrete compressive strength, immediately test the spare cylinder and report the results of the (2) 7-day tests. The 28-day test will not be required. Discard the remaining cylinders as directed by Meijer Construction.

2) When strength of field-cured cylinders is less than 85 percent of companion laboratory-cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in-place concrete.

3) Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength and no individual strength test result falls below specified compressive strength by more than 500 psi.

4) Concrete Floor Slab Flatness and Levelness Testing: a) Testing will be performed at Owner’s option and when directed by

the Owner. b) Measure flatness and levelness using Dipstick Floor Profiler as

manufactured by Edward W. Face Company of Norfolk, Virginia or



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approved equivalent. Measure slabs designated by Meijer Construction.

c) Calculate overall Flatness F-number (FF) and Levelness F-number (FL) values using inferior/superior method as described in E.W. Face Company, Technical Sheet No. 868.

d) Provide results of floor profile tests including running tabulations of composite FF and FL values for surfaces tested to date to Meijer Construction and Concrete Installer within 24 hours after data collection.

5) Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection.

6) Additional Tests: The QC Agency shall make additional tests of in-place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by the Owner. QC Agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed.

c. Structural Steel: 1) Mechanical fasteners.

a) Field-bolted connections: Inspect according to RCSC’s "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

b) Shop-bolted connections: Inspect according to RCSC’s "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

2) Field welds: Inspect according to AWS D1.1 or AWS D1.3. 3) Inspect steel erection to verify conformance with the Contract

Documents and the reviewed Shop Drawings.

B. Testing and inspections provided by the Contractor or the Contractor's Agency: 1. Inspections and Testing as per Specifications: The Contractor shall be responsible

for testing and inspection of their work as specifically indicated in Specification Sections pertaining to their work or for testing and inspection necessary to ensure conformance with project documents above and beyond the testing provided by the Project's QC Agency.

2. Engage inspection and testing service agencies, including independent testing laboratories, that specialize in the types of inspections and tests to be performed.

a. Each inspection and testing agency engaged on the Project shall be satisfactory to authorities having jurisdiction as having competence in the testing or inspection being performed.

b. Each inspection and testing agency engaged on the Project shall be acceptable to Owner.

3. Inspections and Testing as per Authorities Having Jurisdiction: Contractor is responsible for inspections, tests, and other quality-control services as required by authorities having jurisdiction, other than those indicated herein as provided by the Project’s QC Agency. Contractor shall engage an independent agency as required.

4. Testing Bituminous Paving: a. The asphalt-paving Contractor shall provide quality control and testing services

that will be monitored by owner’s representatives. b. The Contractor shall take one mixture sample per day. This sample shall be

taken randomly from the back of the hauling unit before they leave the asphalt plant. This sample shall be large enough to provide the Owner and Contractor’s Testing Agency with an equal split of the sample. The Contractor shall test the samples for the following:



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1) 50 blow Marshall bulk specific gravity or a 30 gyration gyratory compactor bulk specific gravity (Gmb).

2) Theoretical Maximum Density (TMD) (AASHTO T209) or maximum specific gravity of paving mixture (no air voids)(Gmm).

3) % Asphalt binder. 4) Aggregate gradation and % crushed aggregate.

c. With the above information and the mix design aggregate effective specific gravity, calculate the following:

1) Mixture air voids. 2) Mixture voids in the mineral aggregate (VMA) using bulk specific gravity

of aggregate (Gsb). 3) % Asphalt binder.

d. The results of these tests shall be compared to the mix design and must be within the tolerances shown below or mixture production shall stop. The Contractor shall then make recommendations to the Owner and Civil Engineer of how the Contractor shall meet the specifications. The results of these tests and the split samples must be presented to the Owner and Civil Engineer before mixture production begins the following day. If the Owner and Civil Engineer wish to test the split samples, they may use the Contractor’s laboratory and equipment. The Civil Engineer reserves the right to work with the Contractor and modify the Contractor’s mix design to ensure the product meets the plans and specifications. This may include increasing asphalt content and adjusting aggregate gradations within the Bituminous Mixture Composition specification.

Testing/Verification Tolerances

Parameter Single test Comments Air Voids ±1.00% VMA ±1.20% TMD ±0.019 % Asphalt Binder ±0.4 Fines/% Asphalt Max 1.2 Result must be less than 1.2 #4 sieve ±3.0% #30 sieve ±2.0% #200 sieve ±1.0% Crushed Particles ±10%

e. The Contractor shall have a density technician and a density gauge available whenever paving is occurring. This technician and gauge shall monitor placement and compaction of asphalt to verify the maximum density possible is being achieved.

f. Density gauge readings shall be taken at core locations prior to coring. g. The Contractor shall take five cores per day of paving. The percent

compaction of these cores shall be measured using the TMD of the mixture produced that day and the compaction results used for determining compliance with the specification. The daily average in-place density shall be 95.0% of the mixture TMD or greater with a minimum density of 94% of TMD. Areas that are not compacted to 94.0% of the TMD will be evaluated by the Civil Engineer and may either be removed or the basis of a price reduction to the Owner.

h. Thickness: In place compacted thickness tested in accordance with ASTM D3549 will not be required if within the following allowable variations:



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1) Asphalt Leveling Course: Plus or minus 1/8 inch. 2) Asphalt Wearing Course: Plus or minus 1/8 inch.

i. Surface Smoothness: Test finished surface of each hot mix asphalt course for smoothness, using 10 foot straightedge applied parallel with and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness:

1) Asphalt Leveling Course Surface: 1/8 inch. 2) Asphalt Wearing Course Surface: 1/8 inch.

j. Workman: Finished surfaces, especially in high visibility areas, shall be smooth, free of cracks, spauling holes, rake or roller marks and depressions. Problems areas identified should be corrected by removing paving or reheating and re-rolling if possible.

k. Test Reports: The results of the bituminous paving shall be summarized using the "Report of Verification/Acceptance Testing & Core Density". This document will be electronically submitted to the Owner and Civil Engineer on a daily basis prior to the placement of subsequent pavement.

C. Retesting: The Contractor shall be responsible for retesting where results of inspections, tests, or other quality-control services prove unsatisfactory and indicate work which does not conform to the Contract Documents, regardless of whether the original test was Contractor's responsibility.

1. Testing completed by Project's QC Agency: Contractor whose work is not in conformance with the Contract Documents shall be responsible for reimbursement of Project's QC Agency for testing and inspections completed as a result of their non-conforming work. Testing and inspections will continue to be completed by the Project's QC Agency until the Work satisfies Project Specifications.

2. Testing and inspections completed by Contractor: Contractor is responsible for testing of their Work until the Work satisfies Project Specifications.

PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION (NOT APPLICABLE) END OF SECTION 01400/ QUALITY CONTROL AND PROJECT TESTING REQUIREMENTS

Capital Project Manual Section 01500- Temporary Facility Controls and Protective Measures During Construction


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SECTION 01500

TEMPORARY FACILITY CONTROLS AND PROTECTIVE MEASURES DURING CONSTRUCTION

PART 1 - GENERAL 1.1 SUMMARY

A. Section includes: 1. Requirements for construction facilities and temporary controls, including temporary

utilities, support facilities, and security and protection. 1.2 QUALITY ASSURANCE

A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to, the following:

1. Building code requirements. 2. Health and safety regulations. 3. Utility company regulations. 4. Police, fire department, and rescue squad rules. 5. Environmental protection regulations.

B. Standards: Comply with NFPA 241 "Standard for Safeguarding Construction, Alterations,

and Demolition Operations,” ANSI A10 Series standards for “Safety Requirements for Construction and Demolition," and NECA Electrical Design Library "Temporary Electrical Facilities."

1. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70 "National Electric Code."

C. Contractor shall repair or replace, at his expense, damage to existing improvements, and to

adjacent private and public property or rights-of-way, resulting directly or indirectly from his operations.

1.3 TEMPORARY UTILITIES

A. Temporary Utilities: 1. Light and power: Provided as specified in Section 16030 at the time identified in the

Project Construction Schedule. Additional task lighting shall be provided by the Contractor.

2. Water: Both Potable and Non-Potable Water are available on site.

B. Telephone and facsimile: Contractors will need to provide their own means of

Communication. C. Sanitary facilities: The Contractors will be permitted to use the Owner’s Facilities at the

Rear of the Store. Any abuse of these facilities will result in the termination of the use of the facilities with the Contractor being responsible to provide Sanitary Convenience for their employees in accordance with the legal requirements.



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D. First aid: Provide as required by and in accordance with legal requirements.

1.4 FIELD OFFICES AND STORAGE SHEDS

A. The Contractors will not be permitted to have separate Office Facilities on site. B. If approved by Meijer Construction, The Contractors will be permitted to have Storage

Containers on site to store the materials they are responsible for installing. There will not be ANY lay down/staging areas available with in the Store.

1.5 SAFETY AND ENVIRONMENTAL REQUIREMENTS

A. Keep facilities clean and neat. Operate in a safe and efficient manner. Do not overload, or permit facilities to interfere with progress. Do not allow hazardous, dangerous or unsanitary conditions, or public nuisances to develop or persist on the site.

1. Maintain Project in accordance with State and local safety and insurance standards. 2. Store combustible materials in containers in fire-safe locations outside of the

Building. Written Location approval required by Meijer Construction Coordinator before materials deliver to site.

3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire-protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire-exposure areas.

4. Provide supervision of welding operations, combustion-type temporary heating units, and similar sources of fire ignition.

B. Enclosures and Barricades:

1. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed, provide lighting, including flashing red or amber lights.

C. Hazards control:

1. Store volatile waste in covered metal containers, and remove from premises daily. 2. Prevent accumulation of wastes, which create hazardous conditions. 3. Provide adequate ventilation during use of volatile or noxious sub-stances. 4. Any Construction Activity that creates any fumes must be performed at night.

D. Provide protection for materials, tools, and equipment employed on the Project including

the tools of workmen. The Owner shall not be held to have incurred any liability for loss of, or damage to, materials, tools and equipment of the Contractor, or of those employed by him, by contract or otherwise.

E. Environmental Protection: As required by authorities having jurisdiction and as specified in

Section 01150, “Environmental Protection.” F. “Hot Work” Permits are required daily: If welding, metal cutting, brazing or large sweat

soldering is required in any area, the Contractor shall obtain a Permit No. LP-57 form the Owner’s Loss Prevention personnel (or Store Manager) before starting work and shall subsequently generate a welding and burning log. The Contractor agrees to the following conditions:

1. Pre-Work Instruction: The Owner’s Loss Prevention manager will inspect the area of



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welding operations and issue a permit based on the following conditions: a. Combustibles within ten (10) feet of area of welding operations must be moved

outside this limit, if possible. If they cannot be moved, they must be covered with fireproof safety welding blankets or curtains.

b. The work area must be cleaned of combustible dust, trash, and scrap and all flammable liquids. Nearby intake fans must be shut off and duct openings effectively blocked.

c. At least one Class A fire extinguisher (minimum rating of 2A) must be immediately available at the area of operations.

d. Hot work is not permitted on: 1) Partitions, walls, ceilings or roofs, which have combustible covers; 2) Metal surfaces which could conduct sufficient heat to ignite

Nearby combustibles 3) Containers or pipes containing flammable liquids or gases 4) Closed containers, which could rupture.

e. Proper Screening must be in-place so that NO wandering eye can see the work being performed.

2. In progress Inspections: If a welder leaves for lunch or break, the supervisor of the area near the welding operations must be alerted to ensure that no fire begins during that time period.

G. Sprinkler System Shut Off after Owner Occupancy: After the Owner has occupied any

areas of the work; the following steps are to be followed, in conjunction with and under the supervisor of the Owner’s Loss Prevention personnel, if and when a sprinkler system is to be shut down.

1. Shut Down if a Break, Damage, or Leak occurs (not including fire): This will be an emergency shut down and should be performed quickly to reduce water damage.

a. Determine which control valve controls the water supply to the area that is leaking.

b. Unlock the control valve. All control valves are locked with a #3221 Master padlock and a #3221 Key are needed.

c. Fully close the control valve. The number of turns may range from 20 to 40 turns, depending on the size of the valve. Count the number of turns needed to close the PIV and Wall Indicator Valve. That information will be required later.

d. Open the main drain valve of the system that is now shut down. Opening the main drain will relieve the water pressure and drain water in the system directly to the outside of the building. Water from the leak will slowly stop.

e. The following areas should now be notified: 1) Fire Department: Inform the Fire Department that there is impairment

and if a call is issued during this period for a fire, it may be for an unsprinklered area.

2) ZURICH INSURANCE: For impairments over eight (8) consecutive hours, Fire Protection Contractor is required to complete a Work Permit and follow the Impairment Guidelines, both documents found at the end of this section.

3) Corporate Loss Prevention: Inform Corporate Loss Prevention of the status.

f. Return to the closed valve and tag it with a valve shut tag. Record the closures on the record of valve closings.

g. Check the fire pump and if running, shut it off. Verify that the power is on to the pump, but that it is not now running.



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2. Shut Down if a Sprinkler Head is opened due to Fire: The only person to order a

sprinkler control valve shut following a fire is the local Fire Officer in Charge. A valve should not be shut until the Fire Department has extinguished the fire and ordered the valve closed.

3. Recharge of Fire Protection System:

a. Open the inspector’s test drain for the system, which is to be recharged. b. Close the main drain for the system, which is to be recharged. c. Shut power off to fire pump and jockey pump. d. Slowly open the sprinkler control valve (PIV, Wall Indicator Valve, or OS&Y).

Count the number of turns to open. These must be the same as the number of turns to close the valve.

e. Go to the inspector’s test drain and observe. At first, there will be a combination of water and air discharged from the drain. Gradually, the air will stop and only a flow of water will be discharged. When that occurs, you can close the inspector’s test valve.

f. Now, turn power back on the jockey pump. When the jockey stops, turn power back on to the fire pump. Do not use the fire pump to recharge the system.

g. Remove the valve shut tag and call Factory Mutual, Fire Department, and the Corporate Loss Prevention that the fire system is back in service. Make appropriate entry on the record of valve closings.

h. Send Incident or Fire Report to Owner.

A. Noise Control: 1. Any work activity that produces an uncomfortable and/or consistent noise must be

performed on third shift between the hours of 10:00PM and 7:00AM. 2. Any work activity that will produce noise above the OHSA mandated levels must

occur on third shift between the hours of 10:00PM and 7:00AM. Furthermore this work activity must be closely coordinated with the Meijer Construction Coordinator and Meijer Operations in order to prevent any injury to third parties. Extra care will be taken to limit/contain the noise as required by law.

1.6 PARKING

A. Refer to Meijer Code of Conduct – Section 01010. 1.7 CLEANING

A. During construction, keep premises and public properties free from accumulations of waste, debris, and rubbish caused by operations.

B. Except as otherwise indicated, the Contractor will provide on-site containers for collection

of waste materials, debris and rubbish. 1. Owner will NOT provide containers for sitework. 2. Owner will NOT provide containers for roofing.

C. Handle materials in a controlled manner with as few handlings as possible; do not drop or

throw materials from heights.

D. Provide daily cleaning. Conduct cleaning and disposal operations to comply with local



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ordinances and anti-pollution laws. 1. Do not burn or bury rubbish and waste materials on Project site. 2. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm

or sanitary drains. 3. Do not dispose of wastes into streams or waterways.

E. Schedule cleaning operations so that dust and other contaminants resulting from cleaning

process will not fall on wet, newly painted surfaces. F. Comply with manufacturer's written instructions for cleaning:

1. Use only cleaning materials recommended by manufacturer of surface to be cleaned. 2. Use cleaning materials only on surfaces recommended by cleaning material

manufacturer. 3. Use biodegradable, phosphate-free cleaning materials.

G. If the Contractor fails to clean up as provided in the Contract Documents, the Owner may

do so and the cost thereof shall be charged to the Contractor. H. No chalk or marking containing a pigment, which stains concrete, shall be used on the

Work. The Contractor shall remove marks and stains on exposed concrete floor. I. Do not mark ductwork with indelible marker. Ductwork shall remain clean for painting. J. Power Washing Guidelines. Contractors are required to follow the Power Washing

Guidelines as outlined at the end of this section using an Owner approved Power Washing Contractor.

1.7 THEFT OF MERCHANDISE

A. In the event that any person working for any Contractor is apprehended and found in possession of any Merchandise sold within the Store that they cannot fully show proof of purchase, the individual will be prosecuted to the fullest extent of the law and will not be permitted to return to work on any future Meijer Project.

PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION

3.1 OPERATION, TERMINATION, AND REMOVAL

A. Provide installation, operation, maintenance and removal of temporary facilities, equipment, services, utilities, and controls required for the prosecution of the work. Install and maintain in accordance with applicable codes and regulations.

1. Relocate temporary facilities as directed by the Meijer Construction Coordinator to facilitate construction operations.

B. Where additional utilities are required, provide with matching, compatible materials and

equipment. Coordinate with Meijer Construction. Comply with utility company recommendations.

1. Provide adequate capacity at each stage of construction. Prior to temporary utility availability, provide trucked-in services.

2. Use Charges: Cost or use charges for temporary facilities are not chargeable to the Owner. The Owner will accept cost or use charges as a basis of claims for Change Orders.



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C. Maintain strict supervision of use of all temporary facilities and controls. Enforce compliance with applicable standards. Prevent abuse of services.

D. Remove temporary office facilities, toilets, storage sheds, and other construction of

temporary nature from the site as soon as the progress of the Work will permit. Properly recondition and restore the portions of the site occupied by temporary facilities to a condition acceptable to the Owner and at least equal to condition at time of start of Work.

3.2 PROTECTIVE MEASURES DURING CONSTRUCTION

A. The single most important factor that should be considered as any of the work is being carried out is the Safety of the General Public, Meijer Team Members, and the Construction Workers. Any and all protective measures should be used to partition off work areas, provide safety monitors, and redirect pedestrian traffic as needed to ensure the Safety of all persons exposed to the Work. At NO time is it permissible to store, stage, or misplace any material or equipment anywhere in the store.

B. Maintaining the “Shopability” of the Store is Paramount. Any work activity that directly

affects the “Shopability” of the Store will take place between the hours of 10:00PM and 7:00AM. The Store must be returned to a “Shopable” condition very morning.

C. Work to be planned and executed in a manner which will assure continuous and

uninterrupted service of the Owner’s equipment, services and operations. No effort shall be spared by the Contractor in protection measures used to prevent damage to the facility. The Contractor shall, at their own expense, repair, replace and maintain in service any utilities, facilities, or service (underground, aboveground, interior and/or exterior)) damaged, broken or otherwise rendered inoperative during the course of construction in the existing building(s). The Owner shall approve the method used by the Contractor in repairing, replacing or maintaining the services. Overtime and weekend work as may be required to provide such protection or maintain the Owner’s operation shall be performed without additional cost to the Owner.

D. The Contractor shall effectively protect, at their own expense, such of their work, material or

equipment as is liable to injury during the construction period. All openings must be securely covered, or otherwise protected, to prevent injury due to carelessly or maliciously dropped tools or materials, grit, dirt or any foreign matter, and provide a fire rated closure when floor or wall assemblies are fire rated. The Contractor shall be held responsible for all damage so done until their work is fully and finally accepted.

E. After delivery, and before and after installation, the trade contractor shall protect equipment

and materials against theft, injury or damage from all causes. The method of protection is at the discretion of the trade contractor, but in no case shall hamper or inhibit the completion of work on or around protected equipment.

F. Contractor shall receive, properly house, handle, hoist, deliver to proper location,

equipment and other material required under the Specification and on the Drawings. G. Provide protection to adjacent areas in accordance with requirements of the General

Requirements, Specification or as stated in the Drawings. In general, protection should include using a suitable material for covering or protecting areas or items in such a manner as to isolate them from damage until acceptance by the Owner.

H. All protective devices or systems are to be inspected by the Trade Contractor continuously,

with any necessary repairs to be taken care of immediately.



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I. No penetration, which may affect the waterproof integrity of the building, may be made until

approved by Meijer Construction. During any work operation which places the waterproof integrity of the building in jeopardy, contractor shall install all required weatherproof coverings at any time when the work site is unattended. Repairs required as a result of failure to comply with this section will be at Trade Contractors expense.

J. Provide barricades, night lanterns, guardrails and other safety measures at all danger

points. K. Provide adequate vehicular and pedestrian crossovers to maintain traffic. L. Doors may not be left Propped Open at any time.

3.3 BARRICADES & PROTECTION A. Several types of barricades will be employed for different situations. B. In areas of major renovation (i.e. grocery and backroom additions) or where large

amounts of masonry walls will be removed, 8'-0" tall plywood partitions will be constructed with reinforced visqueen, dust barrier from the top of the barricade to the underside of the roof deck.

C. At bid time, Meijer Construction Project Manager will provide a drawing indicating barricade

locations for captured areas.

D. Shorter 4'-0" high plywood barricades will be employed in areas where demolition and overhead work is minimal.

E. Plywood barricades will be constructed and removed by the general trades and/or the

fixture contractor per the direction of the Meijer Construction Coordinator. F. Carpentry, drywall, paint and finish trades are to furnish, install, maintain and remove their

own drop cloths, dust barriers and surface protection as required. All visqueen barriers are to be, reinforced and clear or white in color. Use of black visqueen will not be allowed.

1. The trade Contractor shall provide temporary partitions per the temporary partition drawing included

in the Bid Documents or per lineal foot as noted in the scopes. The trade Contractor shall Furnish, Install, Maintain, and Remove the Partitions. Review the project schedule for timelines partitions are expected to be in place. The Partitions shall be constructed as follows. Refer to scopes for responsibilities.

At least the first 4 feet above finish floor shall be construction using plywood, MDF board, or similar material as approved by the Meijer Construction Coordinator. This Portion of the Partition shall be anchored so as to not be moved by customer cart traffic, automatic cart traffic, or floor cleaning machines. Any holes in the floor shall be patched by this Trade Package. The Hard Portion as described above shall be painted white by this trade package. From the Top of the Hard Partition to the Structural Steel, this Contractor shall hang 4 mil white Visqueen. The Visqueen shall be physically attached to the Hard Partition. Temporary Doors though the Partitions shall be installed by this trade package. The doors must be constructed of hard materials not Visqueen. The Doors shall automatically close once used. Meijer Operations has the right to hang signage on these partitions. This Trade Contractor may also install Construction related signage as approved by the Owner. This Trade Contractor is further responsible to install additional partitions within or outside these partitioned areas to protect any work completed as part of this Scope of Work.

Rope and cone barricades will be used to close off areas for short periods of time (i.e. at ends of aisles or to create a safety zone around a mobile man lift).



Meijer

INSPECTOR'SSIGNATURE DATE TIME

JOBCOMPLETION INITIALS

40MINUTES INITIALS

80MINUTES INITIALS

120 MINUTES INITIALS

LP57 rev0295 HOT WORK PERMIT

UNIT NO.

NATURE OF JOB

LOCATION/BUILDING

The above location has been inspected. The precautions checked on the reverse side have been taken to prevent fire. Pennlssion is granted for

0Sprinkler systems are operative. 0 Combustibles within 35 feet of the work have been moved

outside this limit,If possible, or are covered with welding blankets or curtains.

Q Work area is clean of combustible dust, trash, and scrap;

and flammable liquids have been removed. 0At least one Class A fire extinguisher (minimum rating of

2A) Is available at the work site.

AUTHORIZER'SSIGNATURE

POST-WORK INSPECTIONS

to do this work. Q Gasoline,If used,is contained in safety cans equipped with flame arrestors and spring loaded caps. Welder knows gasoline cans should be stored In safe place when not in use

Q Hot work will not be done on: Work area and all adjacent areas to which sparks and healmight have spread were found fire safe at an inspection immediately after job completion and Inspections every 40 minutes thereafter for two hours

AUTHORIZER- Retain this permit for annualF.M.inspection

a. partitions, walls, ceilings or roofs, which have combustible coverings,

b. metal surfaces which could conduct sufficient heat to ignite nearby combustibles,

c. containers or pipes containing flammable liquids or gases or

d. closed containers which can rupture.

0Protective devices are used (such as curtains, screens,

glasses or face shields to protect against flash bums, sparks, foreign bodies).



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MEIJER SAW-CUTTING PROCEDURE FOR REMODEL PROJECTS

These requirements have been initiated in order to protect the contractor from assuming all costs incurred due to conditions out of his control. It has been determined that a large amount of electrical conduit and refrigeration electrical conduit has been installed within or just below the concrete slab. Typically a substantial area of the slab is to be saw-cut during the remodel process. In addition to the provisions that have been added to the scopes of work, the construction manager must follow the following procedures (prudent measures) in order to avoid cutting conduits or pipes that may lie within or just below the concrete.

Saw-Cutting Procedures are as follows:

1. Floor must be electronically “traced” for any conductive wire/piping that may be inside or below the concrete. 2. As-Built drawings supplied by the store mechanic must be reviewed with Meijer PM/S. 3. The saw blade must be set up ¼” from the bottom of the concrete in areas where lines are believed to be. 4. You may not plunge the blade below the bottom of the slab. 5. Construction Manager must schedule in advance and observe any saw-cut work. Saw-cuts should take place

when all necessary personnel are on-site and available for any emergency repairs (ie: electrical, refrigeration, etc.)

These Procedures are mandatory. If they are followed, Meijer will not pursue construction manager or contractor for value of lost product, or lost sales that are incurred if a conduit or line is damaged.

SAW-CUT CHECKLIST (Must be filled out & retained at C.M.’s Const. Trailer):

IDENTIFY SAW-CUT AREA:

Floor Traced / / Verified By:

As-Builts Reviewed / / Verified By: Date: / /

Blade Depth Verified By:

Saw-Cut Observed By:

Repair Personnel Available On-Site WHEN: Prior to each concrete slab saw-cut

WHO: Contractor manages, schedules & observes all concrete slab saw-cutting



Meijer

POWER WASHING GUIDELINES FOR MEIJER GAS STATION AND REMODEL PROJECTS

*Power washing operations continue to be regulated to control environmental impact. All power washing activities on Meijer facilities shall adhere to appropriate local and state regulations as well as the following Meijer guidelines:

Power washing activities shall not commence until a signed contract, Purchase Order or other

contract document is in place. Contract documents used for power washing services shall include or reference Power Washing Guidelines for Meijer Gas Station and Remodel Projects.

Vendors interested in providing power washing services to Meijer must be knowledgeable of and

comply with local, state and federal power washing regulations including containment, disposal, transporting and reporting guidelines.

Appropriate permits must be obtained by the power washing vendor prior to commencement. This

includes utilizing existing storm or sanitary sewer outlets for disposal of wastewater.

Power washing vendors shall be held solely liable for any non-compliance violations resulting from power washing activities. This includes but is not limited to fines, penalties, clean-up or other resulting damages.

Power washing vendors shall provide proof of appropriate insurance coverage.

No power washing activities shall commence until a comprehensive plan and schedule have been

presented and approved by the project Meijer Construction Coordinator.

Power washing activities must be managed to minimize disruption to the on-going business. Site access must always be maintained.

Appropriate safety practices must always be followed to protect customers, Meijer employees,

vendors and power washing personnel. This includes proper barricading, warning signage, scheduling, etc.

Unless a special exception is received – all power washing activities shall occur during slowest

business hours – usually 3rd shift.

For gas station work, only one fuel lane may be scheduled for closure for power washing at a given time.

Merchandise, fixtures, building components, etc not intended for power washing must be protected by the power washing vendor.

Power washing vendors must provide close out documentation including regulatory certifications, manifests, permit closures, etc.



Meijer

Owner Approved Contractors – Unit Assignments

Company Contact Phone Email Brock Sweeping Kim Hugan 734-281-9611 kim.hugan@brocksweeping

.com Locations:

23,24,25,27,28,29,32,34,35,42,43,44,45,46,48,51,52,53,54,55,57,63,64,65,67,68,69,70,72,105,108,109,110,113,115,116,117,118,122,123,140,142,145,156,163,172,173,177,185,187,188,189,197,208,209,210,211,213,222,227,229,231,233,237,242,

243,244,245,253,260

Dakotah Pressure Wash Systems Mike Martin 260-224-9771 [email protected]

Locations: 124,125,136,137,138,139,141,153

Kellermeyer Bergensons Services (KBS)

Graham Powers

619-665-1918 [email protected]

Locations: 33,120,121,127,128,129,130,131,132,133,134,149,154,160,161,162,164,165,166,167,170,171,184,190,193,203,204,220,226

,230,248,250,257,258

Advanced Window Cleaning Services, Inc.,

Bryan K. Sharp 937-603-5005 [email protected]

Locations: 58,61,66,102,103,104,106,107,112,135,143,147,148,150,151,155,157,159,168,223,224,240,241,249

Millers Lawn and Blacktop Jeff Miller 614-476-9191 [email protected]

Locations: 49,62,111,114,126,144,181,212,234,246

Four Seasons Mobile Power Washing LLC

Kirk Wolthuis 616-902-6233 [email protected]

Locations: 7,19,20,21,22,26,30,36,41,47,50,56,71,119,158,174,175,179,180,191,194,195,196,199,201,205,216,217,221,232,251,303,

311,312

Discipio Enterprises, Inc. Debby Cole 312-320-2653 [email protected]

Locations: 146,169,176,178,182,183,198,206,207,214,215,218,228,239,247,261,262,263,264

mailto:[email protected]

















Meijer

Guidelines for impairments to fire protection systems

Introduction Impairments to fire protection systems can prove to be disastrous in emergency situations. Many large property losses could have been eliminated if protection systems had not been impaired. Expensive protection and supervisory systems must be maintained in good operating condition to limit the possibility of a large loss.

Impairments occur when any fire protection system is taken out of service. This includes sprinkler systems, underground water mains, fire pumps, fire pump suction tanks, gravity tanks, detection systems, carbon dioxide and other gas extinguishing systems, and explosion suppression systems.

Impairments may be planned or due to an emergency. Regardless, the system is no longer capable of providing intended protection to the impaired area. Precautions must be taken to minimize the duration and extent of impairment, ensure prompt restoration, provide temporary protection and supervision, and reduce hazards in the affected area.

Planning The importance of an impairment management program must be understood and emphasized by upper management. Management must make a positive statement and maintain ultimate responsibility for implementation of the impairment program. The following is the basis of the impairment program:

• A positive management statement should be issued. • A detailed impairment program system should be adopted. • Personnel should be assigned program responsibility and supervisory control. • Personnel should be designated to implement the various tasks involved. The personnel should be thoroughly trained in their responsibilities. • Routine review and updating of the impairment program and retraining of personnel should be conducted • Schedule one impairment at a time. Keep as much protection in service as long as possible.

Caution: Plant management or other responsible plant personnel must supervise the contractors and place in action the listed safeguards.

Types of impairments Impairments are generally considered as “planned” or “emergency” types.

A planned impairment occurs when all or part of a protective system must be shut down for maintenance, renovation or construction. These are usually projected well in advance and offer the easiest opportunity for planned safeguards and minimizing duration.

An emergency impairment occurs when an accident or unforeseen incident limits the effectiveness of the system and the system must be shut down for repair. Having an established program in place should prepare companies to deal with these situations.



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Impairment program materials Permits are used to show proper authorization for the impairment. These are needed to describe the work and the precautions taken, and should be signed by an authorized person. The permit should be kept in a visible location where it can be noticed and followed up on.

Tags should be placed on the shut valve or other impaired device to highlight its condition.

Warning stickers should be placed on all valves, pump control panels and other critical control devices to notify others that protection must remain in service unless there is authorization for a shut off.

Procedures

1. Complete a fire system work permit for every impairment. Additional permits are available by calling the phone number listed on the permit. 2. Fax, email, or provide the information online to Risk Engineering of Zurich Services Corporation. 3. For emergency assistance, call the number listed on the permit (Note: for emergency assistance after hours, weekends and holidays, call 1-800-695-6036). 4. Place the "Out of Service" tag on the affected valve or control device. Display the permit in a visible location for follow-up. 5. Expedite the work. Workers, materials, equipment and tools should be ready before any system is shut off. Return protection to service quickly. 6. Schedule the work during idle periods when fewer ignition sources exist. 7. Notify the public fire department that fire protection systems or water supplies are out of service. 8. Notify the central station service or other alarm-monitoring agency. 9. Keep as much protection in service as possible. 10. Notify plant emergency personnel and also managers in the affected areas.

Precautions

1. Shut down hazardous processes and other sources of ignition including cutting and welding. 2. Prohibit smoking in the impaired area. 3. Provide a continuous patrol for the affected area to check on housekeeping and special hazards. 4. Station someone at or near closed sprinkler control valves. They should be prepared to quickly reopen the valve if fire is discovered. 5. Provide additional fire extinguishers in the affected area. Small hose lines can be charged and laid out for quick use by trained personnel. 6. For long impairments, consider using cross connections as a method of providing water to sprinklers. Hose can be used to connect 2-inch drains, or to connect hydrants with 2-inch drains or system piping. Pipe connections between ends of sprinkler systems is another method that has been utilized 7. As much as possible, partially or fully restore systems to service overnight for work that continues for several days.



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Restoration 1. Verify all valves are left wide open and secured. 2. Conduct a full 2-inch drain test on each system that is restored. The pressure will drop slightly when the valve is opened. The pressure should come up quickly after the valve is closed. A slow return may indicate a control valve is not fully reopened, or there is a partial obstruction in the supply pipe. If the pressure drops to zero (0), this indicates a shut valve or complete obstruction. 3. Clear the impairment with the fire department and your central station service or other alarm-receiving agency. 4. Complete the permit and fax, email, or provide the information online to Risk Engineering of Zurich Services Corporation after protection is restored.



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Meijer

END OF SECTION 01500 / TEMPORARY FACILITY CONTROLS AND PROTECTIVE MEASURES DURING CONSTRUCTION

To have alarms disregarded for an extended period of time.

Meijer store #:

Controller #:

Rack# (or RTU#):

Circuit’s: Name:

Long Name:

Date Time Time frames of disregard: Start:

Date Time Finish:

Reason for disregard:

You will receive an email confirming

If any changes are needed (time changes longer, shorter, etc) Call 1-770-425-7430 and talk to a supervisor (get name)

Alarm Disregard Procedure(Emerson retail services)

Other

Send an email to: [email protected]

MSC assigned to [email protected]

Send out with as much notice as possible (minimum 1 day)

Preventative Maintenance

Repairs

Remodel

Case Changeout

Leak Repair

Refrigerant Changeout

Preventative Maintenance Repair Replace/Remodel Leak

Rev: 01/30/2012

Meijer Store # Location

INCIDENT / SITUATION REPORT _________________________________

(contractor)

Direction: Reports are to be used as soon as possible same day of incident REPORT: INCIDENT DATE: INVOLVED PARTIES: Contractors or Individuals EMAIL COPY TO: Meijer Construction: Meijer PM / Coordinator cc: Meijer Manager of Capital Improvement Projects: Scott Middleton cc: Meijer Director of Construction: Mark Norton cc: DESCRIBE INCIDENT/SITUATION: Start typing here Incident/Situation Reports are submitted when the following occurs: (CHECK APPLICABLE CATEGORY)

Accident / Injury Theft / Break-In Property Damage / Lost Product Neighbor Issues Natural Disaster, Weather Events Failure of Systems Contractor Notice of Default

Alcohol / Drug Use on Premises Municipal / Inspector Issues Legal / Potential Litigation Events Dismissal of Project Personnel, Contractors, etc. Union Issues / Contact by BA OSHA Visits / Health and Safety Issues No-Fault Incidents (Unrelated to Project)

* Fixture and Equipment Tracker system to be utilized for receiving incidents ** Attach digital photographs whenever possible *** Meijer Construction will forward the appropriate Meijer personnel based on incident type.

REPORTED BY: SIGNATURE: DATE:

Capital Project Manual Section 01740- Final Cleaning Revised: December 10, 2012

Page 1 of 2

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SECTION 01740

Final Cleaning PART 1 - GENERAL 1.1 RELATED DOCUMENTS


1.2 SUMMARY

A. This Section includes administrative and procedural requirements for final cleaning at Substantial Completion.


1. Division 1 Section "Construction Facilities and Temporary Controls" specifies general cleanup and waste-removal requirements.

2. Division 1 Section "Contract Close-Out" specifies general contract closeout requirements.

3. Special cleaning requirements for specific construction elements are included in appropriate Sections of Divisions 2 through 16.

C. Contractor is responsible for final cleaning of the Project. Acceptance of final Clean-up is by

Owner. D. Environmental Requirements: Conduct cleaning and waste-disposal operations in

compliance with local laws and ordinances. Comply fully with federal and local environmental and antipollution regulations.

1. Do not dispose of volatile wastes, such as mineral spirits, oil, or paint thinner, in storm or sanitary drains.

2. Burning or burying of debris, rubbish, or other waste material on the premises is not permitted.

PART 2 - PRODUCTS 2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by the manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION 3.1 FINAL CLEANING

A. General: Provide final-cleaning operations when indicated. Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit of Work to the condition expected from a commercial building cleaning and maintenance program. Comply with manufacturer's instructions.

B. Complete the following cleaning operations before requesting inspection for certification of

Substantial Completion for the entire Project or a portion of the Project. Cleaning shall be expected according to the following expectations.

Capital Project Manual Section 01740- Final Cleaning Revised: December 10, 2012

Page 2 of 2

Meijer

1. Clean the Project Site, yard and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and foreign substances.

2. Sweep paved areas broom clean. Rake grounds that are neither planted nor paved to a smooth, even-textured surface. Refer to specific additional work required as part of the individual scopes of work.

3. Remove petrochemical spills, stains, and other foreign deposits. 4. Remove tools, construction equipment, machinery, and surplus material from the site. 5. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,

free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.

6. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

7. Broom clean concrete floors in unoccupied spaces. 8. Vacuum clean carpet and similar soft surfaces, removing debris and excess nap.

Remove all stains as required. 9. Clean transparent materials, including mirrors and glass in doors and windows.

Remove glazing compounds and other substances that are noticeable vision- obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces.

10. Remove labels that are not permanent labels. 11. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

a. Do not paint over "UL" and similar labels, including mechanical and electrical nameplates.

12. Wipe surfaces of mechanical and electrical equipment, elevator equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. Refer to specific technical specifications and general requirements for cleaning of equipment and devices.

13. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure.

14. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.

15. Clean ducts, blowers, and coils if units were operated without filters during construction.

16. Clean food-service equipment to a sanitary condition, ready and acceptable for its intended use.

17. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned-out bulbs and defective and noisy starters in fluorescent and mercury vapor fixtures.

18. Leave the Project clean and ready for occupancy.

C. Removal of Protection: Remove temporary protection and facilities installed during construction to protect previously completed installations during the remainder of the construction period.

D. Compliances: Comply with governing regulations and safety standards for cleaning

operations. Remove waste materials from the site and dispose of lawfully. 1. Where extra materials of value remain after completion of associated Work, they

become the Owner's property. Dispose of these materials as directed by the Owner. END OF SECTION 01740 / FINAL CLEANING

Capital Project Manual Section 01800- Project Close-Out


Meijer

SECTION 01800

PROJECT CLOSE-OUT PART 1 - GENERAL 1.1 RELATED DOCUMENTS


1.2 SUMMARY

A. This Section includes administrative and procedural requirements for contract close-out including, but not limited to, the following:

1. Inspection procedures. 2. Project record document submittal. 3. Operation and maintenance manual submittal. 4. Submittal of warranties. 5. Final cleaning.

B. Close-out requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 16.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for Certification of Substantial Completion, complete the following. List exceptions in the request.

1. In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete.

a. Include supporting documentation for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum.

b. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete.

2. Advise the Meijer Construction Project Manager of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, maintenance bonds, maintenance agreements, final certifications, and similar documents.

4. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

5. Delete subparagraph below if submittal of this material is delayed until final acceptance.

6. Submit one (1) CD and one (1) hard copy containing record drawings (as-built drawings), maintenance manuals, damage or settlement surveys, property surveys, and similar final record information.

7. Deliver tools, spare parts, extra stock, and similar items. 8. Make final changeover of permanent locks and transmit keys to the Owner.

Coordinate changeover thru Meijer Construction Coordinator and Loss Prevention. 9. Complete startup testing of systems and instruction of the Owner's Operation and

Property Management and Services Personnel. Discontinue and remove temporary facilities from the site, along with mockups, construction tools, and similar elements.

10. Complete final cleanup requirements, including touchup painting.



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11. Touch up and otherwise repair and restore marred, exposed finishes.

B. Inspection Procedures: On receipt of a request for inspection, the Owner will either proceed with inspection or advise the Contractor of unfilled requirements. The Certificate of Substantial Completion will be prepared following inspection or the Contractor will be advised of construction that must be completed or corrected before the certificate will be issued.

1. The Owner will repeat inspection when requested and assured that the Work is substantially complete.

2. Results of the completed inspection will form the basis of requirements for final acceptance.

1.4 FINAL ACCEPTANCE

A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request.

1. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include insurance certificates for products and completed operations where required.

2. Submit an updated final statement, accounting for final additional changes to the Contract Sum.

3. Submit a certified copy of the final inspection list of items to be completed stating that the items have been corrected.

4. Submit final meter readings for utilities, a measured record of stored fuel, and similar data as of the date of Substantial Completion or when the Owner took possession of and assumed responsibility for corresponding elements of the Work.

5. Submit consent of surety to final payment. 6. Submit evidence of final, continuing insurance coverage complying with insurance

requirements. 7. Submit one (1) CD containing close-out packages. Each Close-Out package shall

include: complete set of record documents, photos warranties, and operations and maintenance data.

8. Submit one (1) CD and one (1) hard copy of as-built drawings. 9. Submit an assignment and/or transfer of all guarantees and warranties from

subcontractors, vendors, suppliers and manufacturers.

B. Inspection: the Meijer Construction Coordinator will perform inspection for Final Completion as per the Project Construction schedule.

C. Should the Owner consider that work is not complete:

1. The Owner will notify Contractor, in writing, stating reasons. 2. Contractor shall take immediate steps to remedy the stated deficiencies.

1.5 RECORD DOCUMENT SUBMITTALS

A. General: Do not use record documents for construction purposes. Protect record documents from deterioration and loss in a secure, fire-resistant location. Provide access to record documents for the Owner's reference during normal working hours. Clearly label each document “Project Record – Meijer Store # ”.

B. Record Drawings (as-built drawings): Maintain a clean, undamaged set of blue or black

line white-prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark which drawing is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the



Meijer

Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work.

2. Mark new information that is important to the Owner but was not shown on Contract Drawings or Shop Drawings. 3. Note related change-order numbers where applicable. 4. Organize record drawing sheets into manageable sets. Bind sets with durable-paper

cover sheets; print suitable titles, dates, and other identification on the cover of each set.

5. Record deviations within 24 hours of work.

C. Record Specifications: Maintain one complete copy of the Project Manual, including addenda. Include with the Project Manual one copy of other written construction documents, such as Change Orders and modifications issued in printed form during construction.

1. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications.

2. Give particular attention to substitutions and selection of options and information on concealed construction that cannot otherwise be readily discerned later by direct observation.

3. Note related record drawing information and Product Data. 4. Upon completion of the Work, submit record Specifications to the Owner for the

Owner's records. 5. Record deviations within 24 hours of work.

D. Record Product Data: Maintain one copy of each Product Data submittal. Note related

Change Orders and markup of record drawings and Specifications. 1. Mark these documents to show significant variations in actual Work performed in

comparison with information submitted. Include variations in products delivered to the site and from the manufacturer's installation instructions and recommendations.

2. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily discerned later by direct observation.

3. Upon completion of markup, submit complete set of record Product Data to Meijer Construction for the Owner's records.

E. Record Sample Submitted: Immediately prior to Substantial Completion, the Contractor

shall meet with the Owner at the Project Site to determine which Samples are to be transmitted to the Owner for record purposes. Comply with the Owner's instructions regarding delivery to the Owner's Sample storage area.

F. Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of

miscellaneous record keeping and submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order. Identify miscellaneous records properly and bind or file, ready for continued use and reference. Submit to the Owner record.

PART 2 - PRODUCTS (NOT APPLICABLE) PART 3 - EXECUTION 3.1 CLOSEOUT PROCEDURES

A. Operation and Maintenance Instructions: Contractor shall engage in or provide for training of the Owner's Operation and Property Management and Services Personnel of equipment



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that requires regular maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items:

1. Maintenance manuals. 2. Record documents. 3. Spare parts and materials. 4. Tools. 5. Lubricants. 6. Fuels. 7. Identification systems. 8. Control sequences. 9. Hazards. 10. Cleaning. 11. Warranties and bonds. 12. Maintenance agreements and similar continuing commitments. 13. Maintenance schedules.

B. As part of instruction for operating equipment, demonstrate the following procedures:

1. Startup. 2. Shutdown. 3. Emergency operations. 4. Noise and vibration adjustments. 5. Safety procedures. 6. Economy and efficiency adjustments. 7. Effective energy utilization.

C. Submit one (1) CD containing all information indicated below and one bound or bind

Closeout documents in heavy-duty, commercial-quality, durable 3-ring, vinyl-covered loose- leaf binders, and thickness as necessary to accommodate contents, and sized to receive 8 1/2-by-11-inch paper.

1. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark the tab to identify the subsequent information. The description shall be typed. The Binder is to be divided as follows:

a. Tab #1: Contractor and Subcontractor Contact Information. b. Tab #2: Warranty Letter. (Include copies of Subcontract Warranties to

Contractor referencing Project Name and Product Warranties) c. Tab #3: Substantial Completion Form. d. Tab #4: Certificate of Insurance through Warranty Period. e. Tab #5: Start-Up Forms, Test Results, Municipality Approvals, Permits,

Certifications, etc… f. Tab #6: Submittal Copies. g. Tab #7: Operation and Maintenance Data. h. Tab #8: Record Drawings and Specifications. (May be loose if warranted)

Meijer Construction Coordinator will advise) 2. Identify each binder on the front and spine with the typed or printed title "Closeout

Documents," Meijer Store Number and Location, name of the Contractor, Contractors address, telephone number, fax number.

D. Warranties

1. Provide warranty in a form approved by the Owner and provide all manufacturers

extended warranties to the Owner.



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E. REQUIRED CLOSEOUT DOCUMENTATION

1. As-built drawings: Reference standards detailed above as well as in the attached 01800.2 As-Builts Document. As-builts to be created electronically and sent electronically to Meijer Construction Coordinator.

2. Project Photos: Require ten (10) project completion photos: two (2) should show existing conditions, the remaining eight (8) should show the work completed. Email Project Photos to Meijer Construction Coordinator.

3. Operations and Maintenance Manuals: Submit one (1) electronic and one(1) set of hard copy Operations and Maintenance Manuals for any equipment installed by contractor. Note: Meijer will purchase a majority of project equipment; however it is still the responsibility of the installing contractor to provider operations and maintenance manuals.

4. Warranty Documentation: Contractor to complete warranty statement on their corporate letterhead listing warranty start date and end date for work. Contractor will also list manufacturer’s warranty start date and end date for equipment installed by contractor. Submit document electronically to Meijer Construction Coordinator.

5. Equipment Disposition: Contractor will be responsible to complete the attached 01800.3 Meijer MN-131 form for any equipment/ fixtures/ millwork removed from the sales floor or operation. The MN-131 form needs to be signed by the Store Director with a copy handed off to the Meijer Construction Coordinator. The MCC will then electronically send a copy to Meijer Procurement and/or Meijer Property Accounting.

6. Certification of Completion: 01800.1 Certification of Completion document attached will be completed by Contractor and signed off by Meijer Construction Coordinator.

3.2 FINAL CLEANING

A. General: The General Conditions requires general cleaning during construction. Regular site cleaning is included in Division 1 Section “Construction Facilities and Temporary Controls.”

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean

each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions.

C. Complete the following cleaning operations before requesting inspection for certification of

Substantial Completion. Below is a sample list of final-cleaning requirements. Modify to suit Project. If list is extensive, use Division 1 Section "Final Cleaning."

1. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials

from site exposed finished surfaces. 2. Clean transparent materials, including mirrors and glass in doors and windows.

Remove glazing compounds and other substances that are noticeable vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials.

3. Clean exposed exterior and interior hard-surfaced finishes to a dust-free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. Vacuum carpeted surfaces.

4. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light



Meijer

fixtures and lamps. 5. Clean the site, including landscape development areas, of rubbish, litter, and other

foreign substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted to a smooth, even-textured surface.

6. Repair, patch, and touch-up marred surfaces to specified finish to match adjacent surfaces.

7. Keep Project clean until the Owner accepts it.

D. Removal of Protection: Remove temporary protection and facilities installed for protection of the Work during construction.

E. Compliance: Comply with regulations of authorities having jurisdiction and safety standards

for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of lawfully.

1. Where extra materials of value remain after completion of associated Work, they become the Owner's property. Dispose of these materials as directed by the Owner.

END OF SECTION 01800 / PROJECT CLOSE-OUT

Capital Project ManualSection 1800.1- Certificate of Completion

Revised: December 26, 2013

Meijer

1 62 73 84 95 10

Operations & Maintenance Manuals:Warranty Documentation:

Date

Date

DateThe Contractor shall complete the punch list work within (7) days from the above “Date of Completion”.

Date

This Certificate is included in the Capital Project Manual and is also a requirement for Project Closeout

Signature

Facility Maintenance:

Meijer Construction:

DATE OF COMPLETION: Date Approved by Meijer Construction:

Store Director/MIC:

Equipment Disposition Form (MN-131):

Signature

Signature

Contractor (Company)

Date FurnishedDATE OF COMPLETION AND WARRANTY COMMENCEMENT

The "Date of Completion" is when the work is substantially complete and Meijer has occupied the area for its intended use. The "Date Approved by Meijer Construction" is the date the warranty period begins.

Signature

CLOSEOUT DOCUMENTATION REQUIREDBelow is the list of the minimum required closeout documentation to be submitted to the Meijer Construction Coordinator for proper project closeout. There may be additional documentation requested by Meijer based on project scope.

Project Completion Photos:As-builts:

Contractor Contact # E-Mail Contact

Certificate of Completion- Capital ProjectsProject Name:

Meijer Location(s):Contractor:

PUNCH LIST ITEMSThe work performed under this Contract has been reviewed and is complete except for the items listed below. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract documents.

Capital Project Manual Section 1800.2- Design Drawing As-built Process- Capital Projects

Revised: November 5, 2012 Design Drawing As-built Process – Capital Projects

Meijer

1. The Contractor of record is responsible to confirm that the drawings being marked up are the latest version of that sheet. This can be confirmed by accessing the sheet “A” on IDOCS, and reviewing the MCT / Revision history legend.

2. The Construction Coordinator shall be responsible for the training of all contractors on how to mark up the drawings

appropriately, based on the following guidelines:

a. All mark-ups are to be done in RED.

b. Any changes that affect the equipment, fixture layouts, or architectural design (like door or wall moves) are to be RFI’d during project and noted/dimensioned on the Design drawings.

c. Base deck sizes being left smaller than planned are NOT acceptable!

d. Base deck sizes being left bigger than planned is acceptable, as long as the aisle sizes are still acceptable widths (5’-0” minimum in G.M. and 8’-0” minimum in Grocery, or as dimensioned on Design drawing).

e. Any changes to base deck sizes must include deck sizes and aisle widths that were modified in order to make the change and note the reason for the change.

f. As each gondola profile is verified, a small check mark is to be made next to the profile notation confirming it was installed per plan. Any variation from original drawings should be noted appropriately and RFI # referenced.

g. Height changes are NOT acceptable, unless there is a physical reason why the planned height is not feasible. The situation must be reviewed and approved by Construction and Design, prior to change.

h. All gons are to be set per plan. It will NOT be acceptable to leave any gondola install in the store’s hands to complete due to late delivery unless agreed to by Construction beforehand.

3. The Construction Coordinator will review all mark ups at the end of the project. Mark-Ups shall reflect any necessary

deviations or approved changes from what is reflected on the Design Drawings. Notation should be included to identify why the deviation was required, names of those involved in approving a change, and any dimensions that are compromised.

4. Any “deviation” from the construction documents and/or Design Drawings will require an approved RFI and MCT. The

MCT process is the “only” vehicle that will allow for design changes. Any change shall be run past the Construction Coordinator and in turn the Design Area (and Merchandising if appropriate). This includes any changes requested by the store personnel as well.

5. As-Built comments in softlines shall address any deviations or approved changes to the “Permanent” fixtures. This

would include Lozier gons and fitting rooms. Mobile fixtures do not need to be located, however quantity should be verified. The Contractor of record is to confirm these mobile rack quantities at the beginning of the project and check off the items as received within the equipment listing on the Design Drawing(s).

6. The Construction Coordinator shall certify that the contractor of record’s information is accurate on all As-Built

documents prior to forwarding onto Design.

7. Following certification by Construction Coordinator (CC), the CC shall forward original as-built information either electronically or hard copy as follows; • to Design PM within one week of receving As-Bults.

o Design PM will work with Layout Specialists to update Q-Sheet CAD files and re-issue to IDOCS o All updates shall be tagged as “AB”. Revision block will read “Updated per as-built” with date.

8. Construction and Design will be responsible to update their respective columns in the Properties Planner with As-built

dates as required.

of 1

STORE / LOCATION:

PROJECT NUMBER: DISPOSITION

SALVAGE DISPOSE

QTY. TO UNIT QTY TO UNIT QTY PRICE QTY QTY

1

2

3

4

5

6

7

8

9

10

11

12

Approved by

CONTACT NAME:

REFER TO MEIJER PROCEDURE

#232 FOR INSTRUCTIONS

WHEN SELLING OR DONATING AN ITEM ... THE FOLLOWING INFORMATION MUST BE COMPLETED:

DEPT.KEY #

TRANSFER SELL DONATEITEM NO.

DISPOSITION COMPLETED BY: DATE:

FORM: MN 131 REVISED: JUN. 2010

EQUIPMENT / FIXTURE DISPOSITION REQUEST NUMBER

STATE / ZIP:

PHONE NUMBER :

DESCRIPTION

COMPANY NAME:

REQUESTOR:

MODEL # SERIAL # MANUFACTURER NAME

STREET ADDRESS:

DATE:

Capital Project Manual Section 01800.3- Meijer MN-131

Page 1 of 1

Meijer

Capital Project ManualSection 01805 - Maintenance Stock Turnover Checklist

Revised: December 10, 20121

Meijer

Scope# Item Description Meijer Construction Certification

PM/S Certification or Meijer Loss Prevention

Certification

9 Wall and Corner Guards 4'0" long guards (10) each color

9 Wall Bumpers 10' section of each color used9C Tools Door Hardware Installation Tools

12 Carpet 5% of total S.F. used for each color and type. Packaged and Labeled

12 Resilient Flooring

(1) unopened box for each 5,000 S.F., minimum of (1) box per color type.

12 Resilient Base 100 L.F. of each color

13T Ceramic Tile Minimum of 20 S.F. of each type, packaged and labeled along with matching grout.

14 Vinyl Wall Covering

Minimum of one roll of each color and type. Label each by location of installation.

14 Paint (1) Unopened gallon of each color and type. Label each by color, texture, and location.

15 Acoustical Ceiling Tile (3) unopened boxes of each type installed.

17 Handheld Computer Turnover HandHeld Controller for RTUs

(1) Key or Wrench per Item as Requried.Misting SystemValvesGas Cock

19 Fire Protection Accessories

Extra Sprinkler Heads of Each Type under the provisions of NFPA 13.

19 Fire Protection Accessories (1) Sprinkler Head Wrench

1 Set of Filters: (Changed within (1) week of Grand Opening)Suction FiltersDischarge FiltersRack FiltersMinimum of (12) Panel Board Keys(5) Spare Lock-On Devices for Circuit Breakers per Panel

All Un-Used, Owner Provided Parts and Equipment

(1) Set of Primary Fuses(3) of each type, ampere ratings, and interrupting class installed.

All Un-Used, Owner Provided Parts and Equipment

21 Incandescent & HID Lighting All Un-Used, Owner Provided Parts and Equipment

SECTION 01805

MAINTENANCE STOCK TURNOVER CHECKLIST

21 Electrical Panel Boards

21 Spare Fuses

18 Keys and Wrenches

20 Refrigeration

Capital Project Manual Section 01810- Project Warranty


Meijer

SECTION 01810

PROJECT WARRANTY

Part 1- General 1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract including General and Supplemental General Conditions, Division 1, and technical specifications apply to this section.

1.2 SUMMARY

A. The Warranty Period for this project is defined in the General Conditions, Supplemental

General Conditions, Front End Documents, and throughout the technical specifications.

B. It is the Project intent that the Warranty period will begin at Substantial Completion of the Work (Turnkey) and run for a minimum of 1 year.

C. The technical specifications may require extended warranty periods for specific items. The

Contractor is required to provide for all extended warranties required by the Project.

D. The Contractor is required to provide all warranties in a form approved by the Owner, and provide all manufactures warranties to the Owner.

1.3 PROCEDURES

A. Provide warranty in form approved by Owner, and provide all manufacturer's extended warranties to Owner.

1. Bind in heavy-duty, commercial-quality, durable 3-ring, vinyl-covered loose-leaf

binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2 by 11 inch paper.

a. Provide heavy paper dividers with celluloid covered tabs for each separate

warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address, and telephone number of the Installer.

b. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project title or name, and name of the Contractor.

2. Include a list of the names, addresses and phone numbers of all subcontractors and

other persons providing guarantees or warranties.

B. Disclaimers and Limitations: Manufacturer’s disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor.

C. Replacement Cost: On determination that Work covered by a warranty has failed, replace

or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through part of its useful service life.

Capital Project Manual Section 01810- Project Warranty


Meijer

1. Related Damages and Losses: When correcting failed or damaged warranted

construction, remove and replace construction that has been damaged as a result of such failure or must be removed and replaced to provide access for correction of warranted construction.

2. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding; reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation.

D. Owner's Recourse: Written warranties made to the Owner are in addition to implied

warranties, and shall not limit duties, obligations, right and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies.

END OF SECTION 01810 / PROJECT WARRANTY

Section 1900 – Contractor Code of Conduct

Revised: January 17, 2014 Page 1 of 1

C:\Users\2008816\Desktop\2014 Code Of Conduct.docx

CONTRACTOR CODE OF CONDUCT ON MEIJER PROJECTS

Meijer operations are conducted 24/7 including retail units that are open to the public, supply chain and office administrative centers. Contractors working at any Meijer facility are obligated to perform in a safe and orderly manner that protects customers and team members, minimizes disruption to the business and demonstrates best practices in care and quality. The following guidelines are intended to assist in successful performance and should be considered contractual obligations to the individuals and companies that perform work on Meijer projects. 1. Prior to the start of work the contractor shall provide emergency contact information to Meijer.

2. Contractor shall maintain a clean and safe work area at all times. This will require removal of debris, packaging material, etc. throughout the shift as needed to maintain acceptable conditions.

3. Customers and Meijer team members shall be provided with proper access around work areas at all times.

4. Smoking is strictly prohibited inside the building, on the roof, or near entries. Smoking is permitted only in designated smoking areas.

5. Contractors are to PAY FIRST and retain receipt for any Meijer merchandise that may be required for the job. Any person involved in or having knowledge of a theft or unauthorized possession of Meijer property will be immediately dismissed from the job and are subject to prosecution.

6. Contractors shall park in the furthest available spaces, reserving the closest spaces for customers. Under no circumstances shall contractors or suppliers park in the fire lanes or in vicinity of customer entries.

7. Contractor use of Meijer shopping carts, storage carts, lifts, etc. is strictly prohibited.

8. Contractor use of Meijer construction material back-stock including floor tile, adhesive, etc. is prohibited without prior written authorization by Meijer Facilities Maintenance.

9. Contractors are required to dress appropriately, safely and refrain from wearing clothing that may display offensive or discriminatory messages or graphics. Shirts, shoes, and long pants are mandatory at all times.

10. On hard hat designated projects, contractors shall wear OSHA approved hard hats at all times.

11. Contractors are required to wear appropriate identification at all times while on Meijer property.

12. Contractors shall refrain from using any language which may be considered inappropriate and/or offensive.

13. Meijer policy prohibits sexual harassment. Confirmed reports of sexual harassment will result in immediate dismissal of that individual from Meijer property.

14. Use of alcohol or drugs on Meijer property is strictly prohibited. Consumption away from Meijer property, during breaks or lunch, will prohibit return to property or job site and will lead to dismissal from the project.

15. Tools, materials, and equipment shall be stored in pre-assigned lay-down areas at the end of each shift.

16. For projects requiring barricades: Contractor will provide a barricade that fully encapsulates work area.

17. For projects requiring welding, grinding, etc.: Hot work permits are required for any open flame, welding, cutting, or grinding. Manager in charge will issue permits. Each permit is valid for one day and one location only. Proper close-out with store and permit is required.

18. Fire system work permits are required for any work involving impairments to fire protection systems.

19. Meijer equipment/property involved in areas of demolition shall be turned over to Meijer if disposition is not pre-determined on the construction documents.