2025-05-20 - AGE - City Council Regular Meeting May 20, 2025 — 6:30 PM
Golden Valley City Hall
Council Chambers
1.Call to Order
1A.Pledge of Allegiance and Land Acknowledgement
1B.Proclamation Recognizing National Public Works Week
1C.New Employee Introductions
2.Additions and Corrections to Agenda
3.Consent Agenda
Approval of Consent Agenda - All items listed under this heading are considered to be routine by
the City Council and will be enacted by one motion. There will be no discussion of these items
unless a Council Member so requests in which event the item will be removed from the general
order of business and considered in its normal sequence on the agenda.
3A.Approval of City Council Meeting Minutes
3B.Approval of City Check Registers
3C.Bids, Quotes, and Contracts:
3C.1.Approve Amendment to Investment Advisory Contract with Ehlers Investment Advisory
Services
3C.2.Approve Contract with CJC Construction LLC for the Scheid Park Shelter Remodel Project
3D.Adopt Resolution Nos. 25-040 and 25-041 Approving Final Plat and Minor Subdivision for a
Residential Zero Lot Line Home for 1131 Lilac Drive North
3E.Adopt Resolution No. 25-042 Approving Final Plat for 1211 Lilac Drive North
3F.Adopt Resolution No. 25-043 Approving Final Plat for 5111 Colonial Drive
3G.Adopt Resolution No. 25-044 Approving Social Media Policy
3H.Approve Rescheduling the Wed, June 4th City Council Meeting and HRA Meeting to Tue,
June 3rd
4.Public Hearing - None.
CITY COUNCIL REGULAR MEETING AGENDA
Members of the public may attend this meeting in-person, by watching on cable channel 16, or by
streaming on CCXmedia.org. The public can make in-person statements during public comment
sections, including the public forum beginning at 6:20 pm.
Individuals may provide public hearing testimony remotely by emailing a request to the City Clerk's
office at cityclerk@goldenvalleymn.gov by 3 p.m. on the day of the meeting.
City of Golden Valley City Council Regular Meeting May 20, 2025 — 6:30 PM
1
5.Old Business - None.
6.New Business
6A.Review of Council Calendar
6B.Mayor and Council Communications
1. Other Committee/Meeting updates
7.Adjournment
City of Golden Valley City Council Regular Meeting May 20, 2025 — 6:30 PM
2
EXECUTIVE SUMMARY
Public Works
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
1B. Proclamation Recognizing National Public Works Week
Prepared By
Tim Kieffer, Public Works Director
Summary
The 65th annual National Public Works Week is from May 18 through May 24, 2025. This year’s theme
“People, Purpose, Presence” highlights three cornerstone ideals that motivate public works
professionals to serve in their communities every day. Meeting the needs of people is what gives
public works its sense of purpose. Many times, public works professionals will never meet those
whose lives have been impacted because when things are going right, no one knows that public works
is there. Yet, with or without fanfare, public works is ever present, working in the background to
advance quality of life for all.
Additionally, it is to attract attention to the ongoing needs and efforts of infrastructure maintenance
and renewal and the importance of public interest and support for public works and public works
programs.
Financial or Budget Considerations
Not Applicable.
Legal Considerations
Not Applicable.
Equity Considerations
Public Works satisfies Pillar 3 of the Equity Plan by providing unbiased programs and services. Reliable
Public Works services are essential for public health, safety, and the economic vitality of a community.
Recommended Action
Motion to adopt Proclamation Recognizing National Public Works Week.
Supporting Documents
Proclamation Recognizing National Public Works Week
3
CITY OF GOLDEN VALLEY
PROCLAMATION RECOGNIZING PUBLIC WORKS WEEK
MAY 18 -24, 2025
WHEREAS, public works professionals focus on infrastructure, facilities and services that
are of vital importance to sustainable and resilient communities and the public health, high
quality of life, and well-being of the people of Golden Valley; and,
WHEREAS, these infrastructure, facilities and services could not be provided without the
dedicated efforts of public works professionals, who are engineers, managers, and employees at
all levels of government, who are responsible for rebuilding, improving, and protecting our
nation’s transportation, water supply, water treatment and solid waste systems, public buildings,
and other structures and facilities essential for our citizens; and,
WHEREAS, it is in the public interest for everyone, including children and young adults, in
Golden Valley to gain knowledge of and maintain ongoing interest and understanding of the
importance of public works and public works programs in their respective communities; and,
WHEREAS, the year 2025 marks the 65th annual National Public Works Week sponsored
by the American Public Works Association be it now,
NOW, THEREFORE, BE IT RESOLVED, l, Roslyn Harmon, Mayor of the City of Golden Valley,
have proclaimed the week of May 18 through May 24, 2025,as Public Works Week in the City of
Golden Valley, and urge all citizens and civic organizations to pay tribute to our public works
professionals, and to recognize the substantial contributions they make to protecting our health,
safety, and quality of life.
IN WITNESS WHEREOF, I have hereunto set my hand and caused the seal of the City of
Golden Valley to be affixed on this 20th day of May 2025.
_____________________________
Roslyn Harmon, Mayor
4
EXECUTIVE SUMMARY
City Manager's Office
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
1C. New Employee Introductions
Prepared By
Elinorah SINYEMBO, Executive Assistant
Summary
This meeting will include the following new employee introductions:
City Manager Schuchman will introduce Sara Kasel, Management Fellow.
Park Maintenance Supervisor, Al Lundstrom, will introduce Joe Jensen, Facility Maintenance
Specialist.
Legal Considerations
Legal review is not required on this item.
Equity Considerations
Equity review is not required on this item.
Recommended Action
No action is required on this item.
5
EXECUTIVE SUMMARY
Legal
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
3A. Approval of City Council Meeting Minutes
Prepared By
Theresa Schyma, City Clerk
Summary
The following minutes are available to view on the City's public Laserfiche site :
May 6, 2025 Regular City Council Meeting
May 13, 2025 Special City Council Closed Session #1
May 13, 2025 Special City Council Closed Session #2
A direct link to the folder with the documents referenced above is:
http://weblink.ci.golden-valley.mn.us/WebLink/Browse.aspx?
id=1056192&dbid=0&repo=GoldenValley
Legal Considerations
This item did not require legal review.
Equity Considerations
This item did not require equity review.
Recommended Action
Motion to approve City Council meeting minutes as submitted.
6
EXECUTIVE SUMMARY
Finance
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
3B. Approval of City Check Registers
Prepared By
Jennifer Hoffman, Assistant Finance Director
Summary
Approval of the check register for various vendor claims against the City of Golden Valley.
Document is located on city website at the following location: http://weblink.ci.golden-
valley.mn.us/WebLink/Browse.aspx?id=1060600&dbid=0&repo=GoldenValley
The check register(s) for approval:
05-07-2025 Check Register
05-14-2025 Check Register
Financial or Budget Considerations
The check register is attached with the financing sources at the front of the document. Each check has
a program code(s) where it was charged.
Legal Considerations
Not Applicable
Equity Considerations
Not Applicable
Recommended Action
Motion to authorize the payment of the bills as submitted.
7
EXECUTIVE SUMMARY
Finance
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
3C.1. Approve Amendment to Investment Advisory Contract with Ehlers Investment Advisory Services
Prepared By
Lyle Hodges, Finance Director
Summary
At a meeting on February 6, 2024, the City Council approved an Investment Advisory Agreement with
Ehlers Investment Partners (Ehlers) to perform investment advisory services on behalf of the City. This
amendment to that agreement will give Ehlers Investment Partners full discretionary authority over
the City's funds that are currently assigned to Ehlers. This includes the ability to select securities at
optimal transaction prices and times. Currently, Ehlers must seek approval for each transaction from
the City's Finance Director. In cases where transactions are time sensitive and available for a matter of
hours, this can lead to missed investment opportunities.
Ehlers Investment Partners will continue to act under the previously agreed to investment advisory
agreement as it pertains to allowable investments. This includes acting in accordance with Minnesota
Statutes Chapter 118A which legally defines the types of investments available to Minnesota local
governments.
Financial or Budget Considerations
Ehlers Investment Advisory services are calculated as a percentage of total funds under advisement.
There is no direct budgetary impact because these fees are withheld from earnings on the investments
rather than paid as an expense from the City.
Legal Considerations
This contract amendment was reviewed by the City Attorney.
Equity Considerations
This contract amendment doesn't impact the City's investment policy or practices related to equity
considerations.
Recommended Action
Motion to approve an amendment to the Investment Advisory Contract with Ehlers Investment
Advisory Services.
8
Supporting Documents
Amendment to Investment Advisory Contract
9
ADDENDUM TO INVESTMENT ADVISORY AGREEMENT
City of Golden Valley
7 800 Golden Valley Road
Golden Valley, MN 55427
Per the Investment Advisory Agreement dated March 14, 2024 , between the City of Golden Valley (hereinafter the
“Client”) and Ehlers Investment Partners (hereinafter the “Advisor”), the Client has engaged the Advisor to perform
investment advisory services on behalf of the Client. Section 1, subsection (g), of the current Agreement states that the
Client’s assets assigned to the Advisor (collectively the “Program Account”) will be managed by the Advisor on a no n-
discretionary basis.
This addendum shall give the Advisor full discretionary authority over the Client’s funds that are currently assigned or
will be assigned to the Advisor in the future. This involves, but is not limited to, selection of securities, executing brokers,
and transaction price and time. The Advisor shall only have discretion as agent over the Program Account and to perform
the services as outlined in the Investment Advisory Agreement, subject to Minnesota Statues, Chapter 118A, and the
Client’s written investment policies and procedures. The Advisor will agree to conduct the services as outlined in the
Investment Advisory Agreement on behalf of the Client, including the sale and reinvestment of Program Account assets,
as well as continuous evaluation of future investment opportunities on behalf o f the Client.
The Client and Advisor acknowledge the terms and receipt of this Addendum.
CITY OF GOLDEN VALLEY
___________________________________ ROSLYN HARMON, MAYOR
___________________________________
NOAH SCHUCHMAN, CITY MANAGER
EHLERS INVESTMENT PARTNERS, LLC
___________________________________
RYAN MILES, MANAGING DIRECTOR
10
EXECUTIVE SUMMARY
Parks & Recreation
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
3C.2. Approve Contract with CJC Construction LLC for the Scheid Park Shelter Remodel Project
Prepared By
Greg Simmons, Parks and Recreation Assistant Director
Summary
Many of the park shelter buildings in the City of Golden Valley do not currently meet ADA
requirements and are in need of general updates. In June of 2024, City Council approved a contract
with consulting firm Quetica, LLC for design and construction services on the Scheid Park shelter
remodel project. The design was completed in April of 2025 and bids were solicited for the project
starting on April 16, 2025 for the recommended improvements at the Scheid Park shelter building.
Improvements include window replacements and additions, flooring replacement, ADA doorway
improvements, internal and external door replacements, ADA bathroom improvements, electrical and
technology improvements, LED lighting, building access transitions and fountain replacement. A pre-
bid meeting was held onsite on April 29, 2025 and five bids were received and opened on May 8, 2025
ranging in amounts from $278,000 to $325,000. CJC Construction LLC submitted the lowest bid of
$278,000 and has been reviewed by both staff and Quetica, LLC. as the consulting firm on the project.
Staff recommends awarding the contract to CJC Construction LLC for all work associated with the base
bid.
Financial or Budget Considerations
The budget for this project was included in the 2025-2034 CIP (B-049) in the amount of $250,000 for
park shelters ADA and other building improvements. The recommended contract amount exceeds this
allocated budget and the additional $28,000 would need to be allocated from furnaces-various
buildings project (B-052) where $30,000 was budgeted.
Legal Considerations
The City Attorney has approved the contract documents for this project.
Equity Considerations
The remodel of the park shelter at Scheid Park supports Key Pillars 3 and 4 of the 2024-2026 Equity
Plan of creating unbiased services and the advancement of diversity, equity, and inclusion.
Recommended Action
Motion to approve agreement with CJC Construction LLC for the Scheid Park Shelter Remodel project
#24-13 in the amount of $278,000.
11
Supporting Documents
5-9-25 GV Scheid Remodel - Bid Recommendation-Recap of Bids (24123) 24-13
Scheid Park Shelter Remodel Project Manual
12
5775 Wayzata Boulevard, Suite 700, Saint Louis Park, MN 55416
(651) 964.4646 | www.quetica.com
May 9, 2025
Mr. Greg Simmons
Parks & Recreation Assistant Director
City of Golden Valley
316 Brookview Parkway South
Golden Valley, MN 55426
Re: City of Golden Valley
Scheid Park Shelter 2025 Remodeling
Quetica Project No. 24123
City Project No. 24-13
Dear Mr. Simmons:
Quetica, LLC reviewed the City of Golden Scheid Park Shelter 2025 Remodeling project work scope with
Colton Cates with CJC Construction, LLC and there were no questions. Mr. Cates indicated that they fully
understand the project work scope and that they are comfortable with their bid. CJC Construction, LLC
indicated that they previously have performed work for other public and government clients. CJC
Construction, LLC will directly perform most if not all of the general construction work but will subcontract
the flooring work, mechanical work, plumbing work, and electrical work. CJC Construction, LLC did not
attend the pre-bid meeting on April 29, 2025 but indicated that they fully understand the scope of work
and that they will be ready to start work in as in the tentative schedule. The work schedule will be
discussed at the preconstruction meeting.
CJC Construction, LLC is based in Hanover, Minnesota. Quetica, LLC has not previously worked with CJC
Construction, LLC. Based on the review of project work scope with CJC Construction, LLC and the fact that
they are the low bidder we recommend awarding the project to them.
Quetica, LLC recommends that the base bid cost of $278,000.00 for the City of Golden Valley – Scheid Park
Shelter 2025 Remodeling project be accepted from CJC Construction, LLC.
Please call (651) 964-4646 x866 with any questions or comments.
Sincerely,
QUETICA, LLC
Denny Langer, P.E.
Sr. Engineer
Attachment: Recap of Bids
13
5775 Wayzata Boulevard, Suite 700, Saint Louis Park, MN 55416
(651) 964.4646 | www.quetica.com
engineering | financial services | payments | government | transportation | healthcare
CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER 2025 REMODELING
QUETICA PROJECT NO. 24123
GOLDEN VALLEY PROJECT NO. 24-13
Bid Due Date: Thursday, May 8, 2025
Time: 10:00 AM
RECAP OF BIDS
CONTRACTOR BASE BID
Bid Security Affidavit of
Non-Collusion
Employment
Certificate of
Compliance
Responsible
Contractor
Certification
Notes
CJC Construction,
LLC.
$278,000.00 Yes Yes Yes Yes
Morcon
Construction Co.,
Inc.
$284,500.00 Yes Yes Yes Yes
Mascon
Construction, LLC
$284,866.00 Yes Yes Yes Yes Attended Pre-
Bid Meeting
JPMI Construction
Co.
$300,600.00 Yes Yes Yes Yes Attended Pre-
Bid Meeting
Versacon, Inc.
$325,000.00 Yes Yes Yes Yes Attended Pre-
Bid Meeting
14
5775 Wayzata Boulevard, Suite 700, Saint Louis Park, MN 55416
(651) 964.4646 | www.quetica.com
PROJECT MANUAL
CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER
2025 REMODELING
PREPARED FOR
CITY OF GOLDEN VALLEY
7800 GOLDEN VALLEY ROAD
GOLDEN VALLEY, MINNESOTA 55427
APRIL 16, 2025
SET # _____
PREPARED BY
QUETICA, LLC
5775 WAYZATA BOULEVARD, SUITE 700
ST. LOUIS, MN 55416
QUETICA PROJECT NO. 24123
CITY PROJECT NO. 24-13
15
CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER – 2025 REMODELING
GOLDEN VALLEY, MINNESOTA
QUETICA FILE NO. 24123
Certifications Page 000107 - 1
SECTION 000107 – CERTIFICATIONS PAGE
I hereby certify that this plan, specification, or report was pre-
pared by me or under my direct supervision and that I am a duly
Licensed Professional Engineer under the laws of the state of
Minnesota.
Katherine Russell License No. 26504 April 16, 2025
I hereby certify that this plan, specification, or report was pre-
pared by me or under my direct supervision and that I am a duly
Licensed Professional Engineer under the laws of the state of
Minnesota.
Dennis R. Langer License No. 24449 April 16, 2024
END OF SECTION 000107
16
CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER – 2025 REMODELING
GOLDEN VALLEY, MINNESOTA
QUETICA FILE NO. 24123
Table of Contents 000110 - 1
SECTION 000110 – TABLE OF CONTENTS
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS
000101 Project Title Page
000107 Certifications Page
000110 Table of Contents
000115 List of Drawing Sheets
001116 Advertisement for Bids
002113 Instructions to Bidders
003113 Preliminary Schedule
003126 Existing Hazardous Material Information
004113 Proposal Form
004317 Affidavit of Non-Collusion
004318 Employment Certificate of Compliance
004319 Responsible Contractor Certificate
005000 Form of Contract
005505 Instructions for Form IC-134 and Form IC-134
007200 General Conditions - City of Golden Valley
007300 Supplementary Conditions
008000 Special Conditions - City of Golden Valley
DIVISION 01 – GENERAL REQUIREMENTS
014533 Code-Required Special Inspections and Procedures
015000 Temporary Facilities and Controls
DIVISION 02 – EXISTING CONDITIONS
024119 Selective Structure Demolition
DIVISION 03 – CONCRETE
031510 Post-Installed Anchors
033000 Cast-In-Place Concrete
DIVISION 04 – MASONRY
040100 Masonry Restoration
042731 Reinforced Unit Masonry
047200 Cast Stone Masonry
DIVISION 05 – METALS
051200 Structural Steel Framing
17
CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER – 2025 REMODELING
GOLDEN VALLEY, MINNESOTA
QUETICA FILE NO. 24123
Table of Contents 000110 - 2
DIVISION 07 – THERMAL AND MOISTURE PROJECTION
079200 Joint Sealants
DIVISION 08 – OPENINGS
081743 FRP / Aluminum Hybrid Doors
085113 Aluminum Windows
087100 Door Hardware
DIVISION 09 – FINISHES
096813 Tile Carpeting
099100 Painting
DIVISION 10 – SPECIALTIES
101423 Panel Signage
102800 Toilet, Bath and Laundry Accessories
106600 Abatement of Asbestos Materials
DIVISION 12 – FURNISHINGS
123661 Simulated Stone Countertops
DIVISION 22 – PLUMBING
220000 Plumbing
DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
230000 Heating, Ventilating, and Air Conditioning (HVAC)
DIVISION 26 – ELECTRICAL
260000 Electrical
END OF SECTION 000110
18
CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER – 2025 REMODELING
GOLDEN VALLEY, MINNESOTA
QUETICA FILE NO. 24123
List of Drawing Sheets 000115 - 1
SECTION 000115 - LIST OF DRAWING SHEETS
1.1 LIST OF DRAWINGS
A.Drawings: Drawings consist of the Contract Drawings as modified by subsequent Addenda and
Contract modifications.
B.List of Drawings: Drawings consist of the following Contract Drawings and other drawings of
type indicated:
T1 Title Sheet Dated April 16, 2025
A1 Demolition Floor Plan and Revised Floor Plan Dated April 16, 2025
A2 Elevations Dated April 16, 2025
A3 Details Dated April 16, 2025
S1 Structural Notes Plan Details Dated April 16, 2025
M1 Drain, Waste, Vent Plumbing Plans Dated April 16, 2025
M2 CW and HW Plumbing Plans and Riser Schematics Dated April 16, 2025
M3 HVAC Demolition Plan and Revised HVAC Plan Dated April 16, 2025
E1 Electrical Demolition Plan and Revised Electrical Plan Dated April 16, 2025
AA1 Asbestos Abatement Plan Dated April 16, 2025
END OF SECTION 000115
19
CITY OF GOLDEN VALLEY, MINNESOTA
ADVERTISEMENT FOR BIDS
Scheid Park Shelter - 2025 Remodeling
City Improvement Project No. 24-13
Notice is hereby given that Online Bids will be received by the City of Golden Valley, Minnesota until
10:00 a.m., May 8, 2025, via QuestCDN for the furnishing of all labor and material for the construction
of the Scheid Park Shelter - 2025 Remodeling Project. A general description of the work at the Scheid
Park Shelter includes remodeling the bathroom, addition of new windows, existing door replacement,
plumbing upgrades, and lighting upgrades.
Virtual Bid Opening - Golden Valley, MN – Scheid Park Shelter – 2025 Remodeling Project
Thursday, May 8, 2025, 10:00 AM - 11:30 AM (CST)
To join meeting by computer or mobile application: https://rb.gy/rthrap, Meeting ID: 286 250 705 826 5,
Passcode: Pf6Ch9Ev
To join meeting by phone: + 1-872-256-4160, Phone Conference ID: 313 705 871#
The Issuing Office for the Bidding Documents is: City of Golden Valley, MN located at 316 Brookview
Parkway, Golden Valley, MN 55426, Greg Simmons (763) 512-2367.
Digital project bidding documents are available at www.questcdn.com. You may view the digital plan
documents for free by entering Quest Project Number 9646515 on the website’s Project Search page.
Documents may be downloaded for $30. Please contact QuestCDN.com at (952) 233-1632 or
infor@questcdn.com for assistance in free membership registration, viewing, downloading, and working
with the digital project information.
For this project, bids will ONLY be received electronically. Contractors submitting an electronic bid will
be charged an additional $45 at the time of bid submission via the online electronic bid service
QuestCDN.com. To access the electronic Bid Worksheet, download the project document and click the
online bidding button at the top of the advertisement. Prospective bidders must be on the plan holders
list through Quest CDN for bids to be accepted. Bids shall be completed according to the Bidding
Requirements prepared by the City dated April 16, 2025.
Bid security in the amount of 5 percent (5%) of the Bid must accompany each Bid in accordance with
the Instructions to Bidders.
Bidders are required to submit information indicating they have practical experience of the particular
construction work bid upon, and that they have the ability and resources to complete the proposed work in
a manner satisfactory to the Owner. A contract award will only be made to a bidder meeting the minimum
contractor qualifications as stated within the contract specifications.
The successful bidder must be a “responsible contractor.” The term “responsible contractor” means a
contractor as defined in Minnesota Statutes, section 16C.285, subdivision 3. Any prime contractor,
subcontractor, or motor carrier that does not meet the minimum criteria or fails to comply with the
verification requirements is not a responsible contractor and is not eligible to be awarded a construction
contract for the project or to perform work on the project. A prime contractor, subcontractor, or motor
carrier that makes a false statement under oath verifying compliance with the minimum criteria will be
ineligible to be awarded a construction contract on the project, and the submission of a false statement
may result in termination of a contract awarded to a prime contractor, subcontractor, or motor carrier
that submits the false statement. A prime contractor shall include in its verification of compliance a list
of all of its first-tier subcontractors that it intends to retain for work on the project. Before execution of a
construction contract, a prime contractor shall submit a supplemental verification under oath confirming
that all subcontractors and motor carriers that the prime contractor intends to use to perform project
20
work have verified to the prime contractor, through a signed statement under oath by an owner or
officer, that they meet the minimum criteria for a responsible contractor.
The City of Golden Valley reserves the right to reject any and all Bids, to waive irregularities and
informalities therein and to award the Contract in the best interests of the City of Golden Valley.
BY ORDER OF THE CITY COUNCIL
Theresa Schyma, City Clerk
21
INSTRUCTIONS TO BIDDERS INDEX
PAGE
1. Pre-Bid Meeting ................................................................................................. IB-1
2. Examination of Plans, Specifications and Site of Work ..................................... IB-1
3. Bid Security ....................................................................................................... IB-1
4. Contract Documents .......................................................................................... IB-1
5. Preparation of Proposal ..................................................................................... IB-2
6. Conditions in Bidder’s Proposal ......................................................................... IB-2
7. Interpretation of Estimates ................................................................................. IB-2
8. Delivery of Proposals ......................................................................................... IB-3
9. Rejection of Bids ................................................................................................ IB-3
10. Withdrawal of Proposals .................................................................................... IB-3
11. Public Opening of Proposals ............................................................................. IB-3
12. Evaluation of Bids .............................................................................................. IB-3
13. Disqualification of Bidders ................................................................................. IB-4
14. Equipment ......................................................................................................... IB-4
15. Suppliers and Subcontractors............................................................................ IB-4
16. Furnishing of Evidence of Responsibility ........................................................... IB-4
17. Requirements of Contract Bond ........................................................................ IB-4
18. Failure to Execute Contracts ............................................................................. IB-4
19. Award of Contract .............................................................................................. IB-5
22
IB-1
INSTRUCTIONS TO BIDDERS
CITY OF GOLDEN VALLEY, MINNESOTA
1. PRE-BID MEETING
All Contractors who want to view the project site must attend a pre-bid meeting to
be held on Tuesday, April 29, 2025 at 10:00 a.m. at the City of Golden Valley
Scheid Park Shelter, 1856 Toledo Avenue North, Golden Valley, Minnesota. The
pre-bid meeting is not mandatory, but will be the only time to view the site.
2. EXAMINATION OF PLANS, SPECIFICATIONS AND SITE OF WORK
The Bidder shall examine to their satisfaction the quantities of work to be done as
determined from the Plans and Specifications. Quantities indicated by the
Engineer on drawings or elsewhere are estimated only, and Bidders must rely on
their own calculations. Bidders shall be thoroughly familiar with the
Specifications, including all Special Conditions.
Submission of a bid by the Bidder is a representation that the Bidder has visited the
Work site, become generally familiar with local conditions under which the Work is
to be performed, and correlated personal observations with requirements of the
Contract Documents. Bidders shall inform themselves of the character and
magnitude of work and the conditions under which the work is to be performed
concerning the site of the work, the structure of the ground, the existence of surface
and groundwater, availability of drainage, the obstacles which may be encountered,
means of approach to the site, manner of delivering and handling materials,
facilities of transporting and installing construction plant and equipment and all
other relevant matters pertaining to the complete execution of this Contract. No
plea of ignorance of conditions that exist or that may hereafter exist, or of difficulties
that will be encountered in the execution of the work hereunder, as a result of
failure to make necessary examination and investigations, will be accepted as a
sufficient excuse for any failure or omission on the part of the Contractor to fulfill in
every detail all the requirements of this Contract, or will be accepted as a basis for
any claim whatsoever for extra compensation or for an extension of time. No
Bidder may rely upon any statements or representations of any officer, agent, or
employee of the City with reference to the conditions of the work or the character of
the soil or other hazards that may be encountered in the course of construction.
3. BID SECURITY
Each bid shall be accompanied by a cash deposit, certified or cashier’s check, or
bid bond with a corporate surety in an amount at least equal to five (5) percent of
the total amount of the base bid, payable to the City as a guaranty that the Bidder
will enter into a contract with the City for the work described in the Proposal, and
the amount of the bid security of a successful Bidder shall be forfeited to the City
as liquidated damages in the event that such Bidder fails to enter into a contract
and furnish Contractor’s bond.
4. CONTRACT DOCUMENTS
The Contract Documents shall consist of the Plans and the Specifications along with
the fully executed Contract Form. “Plans” means all project plans and drawings
including addendums as distributed by the City. “Specifications” means all documents
included in the project manual including, but not limited to, the following:
23
IB-2
the Certification:
Advertisement for Bids;
Instructions to Bidders;
Proposal Form;
Affidavit of Non-Collusion;
Employee Certificate of Compliance
Responsible Contractor Certification Form
Form of Contract
Special Conditions;
General Conditions;
All documents required within any of the documents listed herein
including, but not limited to, all bonds and insurance required.
Appendix
5. PREPARATION OF PROPOSAL
Bidders shall state the prices for each item of work in the Online Bid Worksheet.
The following items are required for a bid to be considered complete and
shall be uploaded via QuestCDN Online:
1. Completed Proposal Form
2. Five Percent Bid Security
3. Receipt of Addenda (if applicable); must be downloaded to
submit bid.
4. Affidavit of Non-Collusion
5. Employment Certificate of Compliance
6. Responsible Contractor Certification Form
The Proposal shall be signed in the appropriate places with ink. If the Proposal
is made by an individual, their name and post office address shall be shown. If
made by a firm or partnership, the name and post office address of each member
of the firm or partnership shall be shown. If made by a company or corporation,
the Proposal shall identify the name of the state formation of the corporation or
business, and names, titles and business addresses of the President, Secretary
and Treasurer. All bids from corporations shall bear the official seal of the
corporation; if the corporation does not have a corporate seal, the bid must be
signed by the president and the treasurer.
6. CONDITIONS IN BIDDER’S PROPOSAL
The Bidder shall not stipulate in its Proposal any conditions not provided for on
the Proposal Form.
7. INTERPRETATION OF ESTIMATES
The award of the Contract shall be made on the basis of the Engineer’s estimate
of quantities as shown in the Proposal, but these quantities are not guaranteed to
be accurate and are furnished without any liability on the part of the City.
Quantities indicated by the Engineer on drawings or elsewhere are estimated
only, and Bidders must rely on their own calculations.
24
IB-3
8. DELIVERY OF PROPOSALS
Bidders shall submit their Proposal via QuestCDN, if there are any addenda for
this project, they must be downloaded in order to submit your electronic bid. This
project will be bid using QuestCDN’s on-line bidding tool known as VirtuBid TM
(vBidTM). Only bids received through vBidTM will be accepted. See the Project
Manual Appendix for instructions on the use of this bidding tool.
9. REJECTION OF BIDS
The City reserves the right to reject any and all bids, including without limitation;
proposals that show any omission, alteration of form, additions not called for,
conditional bids or alternate bids not specified or irregularities of any kind.
Proposals in which the prices are obviously unbalanced may be rejected.
10. WITHDRAWAL OF PROPOSALS
A Bidder may withdraw its Proposal without prejudice to themselves, provided a
written request is filed with the City Clerk before the hour of letting, and such
withdrawn Proposal may be modified and resubmitted by the Bidder at any time
prior to the hour set for receiving bids.
11. PUBLIC OPENING OF PROPOSALS
Proposals will be opened publicly and read aloud in such place as designated at
the time and the date set in the “Advertisement for Bids.” Bidders or their
authorized agents are invited to be present.
12. EVALUATION OF BIDS
The City reserves the right to make inquiries regarding past performance of any
Bidder on previous contracts. The object of this review and any other inquiries is
to provide the City with the best available information regarding the capabilities of
the Bidder to complete the work as specified in the Contract Documents, and to
minimize the risk of awarding the Contract to an unqualified Bidder.
Bidders are required to submit evidence that they have practical knowledge of the
particular work bid upon and that they have the financial resources to complete the
proposed work. The City reserves the right to reject any Proposal where there is
insufficient or unsatisfactory evidence to demonstrate the Bidder’s ability to perform
the work. Failure on the part of any Bidder to have carried out previous contracts
satisfactorily, to show adequate experience, or to possess necessary equipment or
labor for completion of the work, shall be sufficient cause for disqualification of the
Bidder.
The City will award the Contract to the Bidder whose bid price, quality and
experience best conform to the overall interests of the City. Bids from qualified
bidders will be considered as described in the City of Golden Valley General
Conditions, Section II.1 CONSIDERATION OF BIDS. The City’s decisions
regarding bidder qualifications, contract award and contract amount shall be final.
The City has limited financial resources to commit to the project. Accordingly,
the project must be accomplished with a minimum of interruption, on time and
without cost overruns. The City believes that a contractor with sufficient
25
IB-4
experience in constructing this kind of specialty work is necessary for this
complicated project. Therefore, the City will consider the quality and experience
of each Bidder in addition to the bid price.
13. DISQUALIFICATION OF BIDDERS
More than one Proposal for the same project from an individual firm, partnership,
company or corporation under the same or different names will not be
considered. Evidence that any Bidder is interested in more than one Proposal for
the same work will result in the rejection of all such Proposals. Collusion
between Bidders shall be sufficient cause for the rejection of all bids so affected.
14. EQUIPMENT
When requested by the City, the Bidder shall furnish a complete statement of the
make, size, weight (where weight is one of the specified requirements), condition
and previous length of service of all equipment to be used in the proposed work.
15. SUPPLIERS AND SUBCONTRACTORS
The Bidder shall provide, within the time requested, a list of all suppliers and
subcontractors to be used on the project for approval by the City. All provisions of
Item 12 of these instructions shall also apply to subcontractors and suppliers. The
Bidder will be notified in writing by the City of disqualification of any supplier or
subcontractor. The Bidder will then be given the option to replace the disqualified
supplier or subcontractor with an approved supplier or subcontractor or withdraw
its bid. No adjustment of bid prices will be allowed for such replacement.
16. FURNISHING OF EVIDENCE OF RESPONSIBILITY
When requested by the City, the Bidder and any subcontractors shall furnish a
balance sheet dated not more than sixty (60) days prior to date of the opening of
the Proposal which shall set forth outstanding assets and liabilities in reasonable
detail. The City may also require the Bidder and its subcontractors to furnish a list
of work of similar nature performed with dates of completion thereof. The Bidder or
subcontractor shall also furnish any other additional information relative to financial
responsibility and competence to do the work as may be requested by the City
prior to acceptance of any Proposal.
17. REQUIREMENTS OF CONTRACT BOND
The successful Bidder, at the time of execution of the Contract, shall furnish and at
all times maintain a satisfactory and sufficient bond in the full amount of the Contract
as required by law with a corporate surety satisfactory to the City. The form of bond
is that required by Statute. Personal sureties will not be approved.
18. FAILURE TO EXECUTE CONTRACTS
Failure to furnish the Contract Bond in a sum equal to the amount of the award, or
to execute the Contract within ten (10) days as specified, shall be just cause for the
annulment of the award and, in the event of the annulment of the award, the
amount of the guaranty deposited with the Proposal shall be retained by the City,
not as a penalty, but as liquidated damages.
26
IB-5
19. AWARD OF CONTRACT
If the Contract is to be awarded, the City Council will award the Contract to the
Bidder whose bid is in the best interest of the City. Award will be based on the
Base Bid, plus any bid alternates the City may include.
27
CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER – 2025 REMODELING
GOLDEN VALLEY, MINNESOTA
QUETICA FILE NO. 24123
Preliminary Schedule 003113 - 1
SECTION 003113 - PRELIMINARY SCHEDULE
1.1 PROJECT SCHEDULE
A. For bidding and initial scheduling purposes, the following data is to serve as a guide for the
anticipated construction requirements and scheduling. The Schedule outlines major work
areas and work dates which may vary, but intent dates, specific times, and consultant
observations to remain.
B. Preliminary Project Schedule
Description
Dates
Submit Plans and Specifications for City Review Thursday, March 13, 2025
City Review of Plans and Specifications (30 Days) March 13 – April 14, 2025
Finalize Plans and Specifications – City Comments April 14 – 16, 2025
Plans and Specifications Available for Bidding Wednesday, April 16, 2025 Bid Advertisement Publish Date Thursday, April 24 and May 1, 2025
Pre-bid Meeting Tuesday, April 29, 2025, 10:00 A.M.
Bid Opening Thursday, May 8, 2025, 10:00 A.M.
Bid Review and Recommendation May 8 - 12, 2025
Council Meeting Memo Due Date Tuesday, May 13, 2025
City Council Meeting (Bid Award)
Tuesday, May 20, 2025
Secure Contracts, Insurance, Permits
May 21-30, 2025
Notice To Proceed Monday, June 2, 2025
Submittals (Shop Drawings) Review/Approval
June 2 – June 13, 2025
Order Materials – Delivery of Materials June 16 – August 8, 2025 (8 weeks)
Preconstruction Meeting Tuesday, August 26, 2025 Shelter Closes
August 1, 2025
Contractor Mobilization – Start Work Monday, August 4, 2025 Contractor Project Work August 4, 2025 – November 28, 2025
(16 weeks)
Substantial Completion/Punch list
Friday, November 28, 2025 Complete All Work
Friday, December 12, 2025
Shelter Reopens
Friday, December 19, 2025
28
CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER – 2025 REMODELING
GOLDEN VALLEY, MINNESOTA
QUETICA FILE NO. 24123
Preliminary Schedule 003113 - 2
C. The Scheid Park Shelter will be closed and available for construction March from August 1,
2025 through December 19, 2025. The Scheid Park Shelter will reopen for public use for
winter programs December 20, 2025.
D. The Contractor shall be responsible for providing the final total overall project schedule. Other
subcontractors shall submit to the Contractor their portion of the work schedule to insure a
carefully coordinated final schedule. The final schedule shall be prepared by the Contractor
and be reviewed, approved, and signed by the Contractor, along with the Owner and Architect
/ Engineer. The schedule shall be in the form of a bar chart. The schedule must be adjusted
whenever the project is behind or ahead of schedule to reflect more accurate project
sequencing and control of the project.
E. The work shall be in accordance with the above schedule, with the understanding that the
number of calendar days allowed is the maximum amount of time in each area that the
contractor will have to perform the work. The start and end dates are provided based on the
most recent schedules. The number of working days is based on five (5) days per week
(Monday through Friday). Failure to supply enough workers or to meet interim and/or final
completion dates will result in assessment of liquidated damages.
F. Work schedules to be coordinated by Contractor, subcontractors, and approved by the Owner
and Architect / Engineer.
END OF SECTION 003113
29
CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER – 2025 REMODELING
GOLDEN VALLEY, MINNESOTA
QUETICA FILE NO. 24123
Existing Hazardous Material Information 003126 - 1
SECTION 003126 - EXISTING HAZARDOUS MATERIAL INFORMATION
1.1 EXISTING HAZARDOUS MATERIAL INFORMATION
A. This Document with its referenced attachments is part of the Procurement and Contracting
Requirements for Project. They provide Owner's information for Bidders' convenience and are
intended to supplement rather than serve in lieu of Bidders' own investigations. They are
made available for Bidders' convenience and information, but are not a warranty of existing
conditions.
B. No suspect asbestos containing materials are anticipated to impacted during the project. Any
suspect material encountered should be considered asbestos and requested to be tested
before proceeding, contact Owner and Quetica, LLC.
C. Related Requirements:
1. Section 002113 Instructions to Bidders for the Bidder's responsibilities for examination
of Project site and existing conditions.
END OF SECTION 003126
30
31
Two Hundred Seventy Eight Thousand -00 278,000.00
32
Minnesota
CJC Construction, LLC.612-203-6322
11686 Eighth Street Ne Hanover, MN 55341
cjcconstructionllc1@gmail.com
Colton C.President
5-8-25
33
AFFIDAVIT AND INFORMATION
REQUIRED OF BIDDERS
AFFIDAVIT OF NON-COLLUSION:
I hereby swear or affirm under penalty of perjury:
1.That I am the Bidder (if the bidder is an individual), a partner in the Bidder (if the
Bidder is a partnership), or an officer or employee of the bidding corporation or
company having authority to sign on its behalf (if the Bidder is a corporation or
company).
2.That the attached bid or bids have been arrived at by the Bidder
independently, and have been submitted without collusion and without any
agreement, understanding, or planned common course of action with any
other vendor of materials, supplies, equipment or services described in the
invitation to bid, designed to limit independent bidding or competition.
3.That the contents of the Bid or Bids have not been communicated by the Bidder or
its employees or agents to any person not an employee or agent of the Bidder or
its surety on any bond furnished with the Bid or Bids, and will not be communicated
to any such person prior to the official opening of the Bid or Bids; and
4. That I have fully informed myself regarding the accuracy of the statements
made in this affidavit.
Signature
C\J<-eo��cnD½LL0
Firm Name
Subscribed and sworn to before me
on this <t"D¼ day of _M_�_'/ ______ , 202 �
•Jeffrey S CatesNotary PublicMinnesota My Convnilllon ExpirN Jen 3111, 'e/1 �Ef '5 c_� ,E: s
Notary Public. My Commission expires: � I.A.ftt<i °6\ � 2 o 2 7
Bidder Employee Identification Number: �'t'-D55C\'65D
(Number used on Employer Quarterly Federal Tax Return,
U.S. Treasury Department Form No.941)
Rev. 02/11 AN-C-1
34
CJC Construction, LLC.
N/A
N/A
President
CJC Construction, LLC.
May 8th 25
35
5/8/25
Colton C.
President
CJC Construction, LLC.
11686 Eighth Street Ne Hanover, MN 55341
CITY OF GOLDEN VALLEY
RESPONSIBLE CONTRACTOR CERTIFICATE
Applies to all prime contracts in excess of $50,000
A responsible contractor is defined in Minnesota Statutes §16C.285, subdivision 3.
Any prime contractor or subcontractor who does not meet the minimum criteria under
Minnesota Statutes §16C.285, subdivision 3, or who fails to verify that it meets those
criteria, is not a responsible contractor and is not eligible to be awarded a construction
contract for the project or to perform work on the project.
A false statement under oath verifying compliance with any of the minimum criteria shall
render the prime contractor or subcontractor that makes the false statement ineligible to
be awarded a construction contract for the project and may result in termination of a
contract awarded to a prime contractor or subcontractor that makes a false statement.
Before execution of a construction contract, a prime contractor shall submit a verification
under oath confirming that all subcontractors that the prime contractor intends to use to
perform the project work have verified to the prime contractor, through a signed
statement under oath by an owner or officer, that they meet the minimum criteria for a
responsible contract.
By signing this statement, I, _______________ (typed or printed name),
___________ (title) certify that I am an owner or officer of the company
and do verify under oath that my company is in compliance with each of the minimum
criteria listed in the law.
(name of the person, partnership or corporation submitting this proposal)
(business address)
Signed: �&o� C
(bidder or authorized representative) Date
9-1
36
FC - 1
CONTRACT NO. 24-13
AGREEMENT FOR THE SCHEID PARK SHELTER – 2025 REMODELING PROJECT
PROJECT NO. 24-13
THIS AGREEMENT (this “Agreement”), entered into the 20th day of May, 2025
between the City of Golden Valley (the “City”), a municipal corporation, existing under
the laws of the State of Minnesota, and CJC Construction LLC, a Limited Liability
Company (Domestic), under the laws of the State of Minnesota ("Contractor").
ARTICLE 1. The Contract Documents. The Contract Documents consist of: this
Agreement, the Proposal and Bid of the Contractor, the Contractor’s Bonds, the General
Conditions, Special Conditions and any supplementary conditions, drawings, plans,
Specifications, addenda issued prior to execution of this Agreement, other documents
listed herein or in any of the foregoing documents, and Modifications of the same issued
after execution of this Agreement (collectively the “Contract” or “Contract Documents”).
A Modification is (1) a written amendment to the Contract signed by both parties, (2) a
Change Order, (3) a Construction Change Directive, or (4) a written order for a minor
change in the Work issued by the Engineer.
In the event of a conflict among the various provisions of the Contract Documents, the
terms shall be interpreted in the following order of priority:
1. Modifications to the Contract
2. This Agreement
3. Special Conditions
4. General Conditions
Drawings shall control over Specifications, and detail in drawings shall control over
large-scale drawings.
All capitalized terms used and not otherwise defined in this Agreement, but defined
elsewhere in the Contract Documents, shall have the meaning set forth in the Contract
Documents.
ARTICLE 2. The Work. Contractor, for good and valuable consideration the sufficiency
of which is hereby acknowledged, covenants and agrees to furnish all materials, all
necessary tools and equipment, and to do and perform all work and labor necessary for
the Scheid Park Shelter – 2025 Remodeling Project (24-13) (the “Project”) according to
the Plans and Specifications and all of the Contract Documents.
Contractor shall commence and conclude the Work in accordance with the Contract
Documents. Time is of the essence in this Agreement. Accordingly, Contractor shall
complete the Work in accordance with the time schedule for commencement and
completion of the Work set forth in the Contract Documents. Contractor shall complete
the Work in every respect to the satisfaction and approval of the City.
37
FC - 2
ARTICLE 3. Contract Price. The City shall pay the Contractor the Contract Price in
current funds for the Contractor’s performance of the Contract. The Contract Price shall
be $278,000.00, subject to additions and deductions as provided in the Contract
Documents.
Installment payments, if any, on account of the Work shall be made in accordance with
the provisions of the General Conditions. Final payment shall be due and payable on or
before thirty (30) days after issuance of a Certificate of Final Completion issued by the
City Engineer confirming that the Work has been fully completed and Contractor’s
obligations fully performed by Contractor.
ARTICLE 4. Contractor’s Bonds. Contractor shall make, execute and deliver to the
City corporate surety bonds in a form approved by the City, in the sum of $278,000.00
for the use of the City and of all persons furnishing labor, skill, tools, machinery or
materials to the Project. Said bonds shall secure the faithful performance and payment
of the Contract by the Contractor and shall be conditioned as required by law. This
Agreement shall not become effective unless and until said bonds have been received
and approved by the City.
ARTICLE 5. Acceptance of the Work. The City, through its authorized agents, shall
be the sole and final judge of the fitness of the Work and its acceptability.
ARTICLE 6. Records. Contractor shall keep as complete, exact and accurate an
account of the labor and materials used in the execution of the Work as is possible, and
shall submit and make this information available as maybe requested by the City.
ARTICLE 7. Payment. All payments to Contractor shall be made payable to the order
of CJC Construction LLC, and the City does not assume and shall not have any
responsibility for the allocation of payments or obligations of the Contractor to third
parties.
ARTICLE 8. Cancellation Prior to Execution. The City reserves the right, without
liability, to cancel the award of the Contract at any time before the execution of the
Contract by all parties.
ARTICLE 9. Termination. The City may by written notice terminate the Contract, or
any portion thereof, when (1) it is deemed in the best public, state or national interest to
do so; (2) the City is unable to adequately fund payment for the Contract because of
changes in state fiscal policy, regulations or law; or (3) after finding that, for reasons
beyond Contractor’s control, Contractor is prevented from proceeding with or
completing the Work within a reasonable time.
In the event that any Work is terminated under the provisions hereof, all completed
items or units of Work will be paid for at Contract Bid Prices. Payment for partially
completed items or units of Work will be made in accordance with the Contract
Documents.
38
FC - 3
Termination of the Contract or any portion thereof shall not relieve Contractor of
responsibility for the completed Work, nor shall it relieve Contractor’s Sureties of their
obligations for and concerning any just claims arising out of the Work.
ARTICLE 10. No Discrimination. Contractor agrees not to discriminate in providing
products and services under this Agreement on the basis of race, color, sex, creed,
national origin, disability, age, sexual orientation, status with regard to public assistance,
or religion. Violation of any part of this provision may lead to immediate termination of
this Agreement. Contractor agrees to comply with the Americans with Disabilities Act as
amended (“ADA”), section 504 of the Rehabilitation Act of 1973, and the Minnesota
Human Rights Act, Minnesota Statutes, Chapter 363A. Contractor agrees to hold
harmless and indemnify the City from costs, including but not limited to damages,
attorneys’ fees and staff time, in any action or proceeding brought alleging a violation of
these laws by Contractor or its guests, invitees, members, officers, officials, agents,
employees, volunteers, representatives and subcontractors. Upon request, Contractor
shall provide accommodation to allow individuals with disabilities to participate in all
Services under this Agreement. Contractor agrees to utilize its own auxiliary aid or
service in order to comply with ADA requirements for effective communication with
individuals with disabilities.
IN WITNESS WHEREOF, both parties hereto have caused this Contract to be signed
on their respective behalves by their duly authorized offices and their corporate seals to
be hereunto affixed the day and year first above written.
THE CITY OF GOLDEN VALLEY, MINNESOTA
BY
Roslyn Harmon, Mayor
BY
Noah Schuchman, City Manager
CONTRACTOR
BY
ITS
39
40
mil DEPARTMENT
OF REVENUE
Contractor Affidavit
IC134
This Contractor Affidavit must be certified by the Minnesota Department of Revenue before the state of Minnesota or any of its subdi
visions can make final payment to contractors. For more detailed information, see the instructions on the back of this form.
Please type or print clearly. This Information will be used for returning the completed form.
( &;;;,pany name -
I Address
I City State ZIP code
Project number I Project location
Project owner Address
Daytime phone
Total contract amount
Amount still due
$
Did you have employees work on this project? 0 Yes D No. If no, who did the work?
City
Check the box that describes your involvement in the project and fill in alt information requested. □□ Sole contractor
SubcontractorName of contractor who hired you
Address
Minnesota tax ID number
Month/year work began
Month/year work ended
State ZIP code
D Prime contractor-If you subcontracted out any work on this project, all of your subcontractors must submit their own Contractor Affidavits
and have them certified by the Department of Revenue before you can submit your Contractor Affidavit. For each subcontractor you had, fill
in the information below and attach a copy of each subcontractor's certified Contractor Affidavit. If you need more space, attach a separate
sheet.
Business name Address Owner /Officer
I declare that all information I hove filled in o,i this form is true and complete to the best of my knowledge and belief I authorize the Department of Revenue to disclose pertinent
information relating to this project, including sending copies of this form, to the prime contractor if I am a subcontractor, and to any subcontractors if I am a prime contractor, and
ta the contracting agency. Contractor's signature Title
Mail to: Minnesota Revenue, Mail Station 6610, St. Paul, MN 55146-6610
Phone: 651-282-9999 or 1-800-657-3594
Certificate of Compliance
Date
Based on records of the Minnesota Department of Revenue, I certify that the contractor who has signed this Contractor Affidavit has
fulfilled all the requirements of Minnesota Statutes 290.92 and 270C.66 concerning the withholding of Minnesota income tax from wages
paid to employees relating to contract services with the state of Minnesota and/or its subdivisions.
Department of Revenue approval Dote
(Rev. 12/l 7)
41
GC - i
GENERAL CONDITIONS
INDEX
Page
SECTION I - GENERAL .................................................................................................. 1
DEFINITIONS ................................................................................................. 1
FAMILIARITY WITH LAWS AND ORDINANCES ........................................... 3
SECTION II - AWARD AND EXECUTION OF THE CONTRACT ................................... 3
CONSIDERATION OF PROPOSALS ............................................................. 3
EXECUTION OF CONTRACT ........................................................................ 4
FAILURE TO EXECUTE CONTRACTS .......................................................... 4
SECTION III - SCOPE OF WORK................................................................................... 4
INTENT OF PLANS AND SPECIFICATIONS ................................................. 4
INCREASED OR DECREASED QUANTITIES OF WORK ............................. 4
CHANGES IN THE WORK .............................................................................. 5
UNCLASSIFIED WORK .................................................................................. 6
CONSTRUCTION CHANGE DIRECTIVES ..................................................... 7
FINAL CLEAN-UP ........................................................................................... 7
SECTION IV - CONTROL OF WORK ............................................................................. 8
AUTHORITY OF ENGINEER .......................................................................... 8
CONFORMITY WITH PLANS AND ALLOWABLE DEVIATIONS ................... 8
COORDINATION OF PLANS AND SPECIFICATIONS .................................. 8
COOPERATION BY CONTRACTOR .............................................................. 8
CARE AND PROTECTION OF WORK AND MATERIALS ............................. 9
AUTHORITY AND DUTY OF INSPECTOR .................................................... 9
INSPECTION ................................................................................................ 10
UNAUTHORIZED WORK .............................................................................. 10
DEFECTIVE WORK ...................................................................................... 10
FINAL INSPECTION ..................................................................................... 11
GUARANTEE ................................................................................................ 11
FOSSILS ....................................................................................................... 12
SECTION V - CONTROL OF MATERIALS ................................................................... 12
SOURCE AND QUALITY OF MATERIALS ................................................... 12
STANDARD STOCK PRODUCTS ................................................................ 12
TESTS OF MATERIALS ............................................................................... 12
42
GC - ii
STORAGE ..................................................................................................... 13
DEFECTIVE MATERIALS ............................................................................. 13
FAILURE TO REMOVE DEFECTIVE MATERIALS ...................................... 13
SECTION VI - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC ................... 13
LAWS TO BE OBSERVED ........................................................................... 13
PERMITS AND LICENSES ........................................................................... 14
PATENTED DEVICES, MATERIALS AND PROCESSES ............................ 14
SANITARY PROVISIONS ............................................................................. 14
PUBLIC CONVENIENCE AND SAFETY, BARRICADES, LIGHTS AND
WARNING SIGNALS .................................................................................... 15
MAINTENANCE OF DRAINAGE AND ACCESS TO MUNICIPAL AND
PRIVATE UTILITIES ..................................................................................... 15
SITES TO BE KEPT CLEAN ......................................................................... 16
NOISE ELIMINATION ................................................................................... 16
USE OF EXPLOSIVES ................................................................................. 16
PROTECTION AND RESTORATION OF PROPERTY ................................. 16
EXISTING SURFACE, OVERHEAD AND UNDERGROUND STRUCTURES
17
MAINTENANCE OF SERVICE IN EXISTING STRUCTURES ...................... 18
RAILWAY AND HIGHWAY CROSSINGS ..................................................... 18
RESPONSIBILITY FOR LABOR, MATERIAL, EQUIPMENT AND DAMAGE
CLAIM ........................................................................................................... 19
CONTRACTOR'S RESPONSIBILITY FOR WORK ....................................... 19
SAFETY PRECAUTIONS AND ACCIDENT PREVENTION ......................... 19
REQUIREMENTS OF CONTRACT BOND ................................................... 20
PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE .................... 20
WORKER'S COMPENSATION INSURANCE ............................................... 22
COMPLIANCE WITH EXISTING CONTRACTS BETWEEN THE ................. 22
SECTION VII - PROSECUTION AND PROGRESS ...................................................... 22
SUBLETTING OR ASSIGNMENT OF CONTRACT ...................................... 22
PROSECUTION OF WORK .......................................................................... 22
LIMITATIONS OF OPERATIONS ................................................................. 23
CHARACTER OF WORKERS AND EQUIPMENT ........................................ 23
CONTRACTOR'S RIGHT TO REQUEST CHANGES ................................... 24
TEMPORARY SUSPENSION OF WORK ..................................................... 24
SUBSTANTIAL COMPLETION ..................................................................... 24
43
GC - iii
DETERMINATION AND EXTENSION OF CONTRACT TIME FOR
COMPLETION .............................................................................................. 25
FAILURE TO COMPLETE WORK ON TIME ................................................ 25
RIGHT OF THE CITY TO DECLARE CONTRACTOR IN DEFAULT ............ 26
COMPLETION OF THE WORK AFTER DEFAULT ...................................... 27
PARTIAL DEFAULT ...................................................................................... 28
TERMINATION OF CONTRACTOR'S RESPONSIBILITY ............................ 28
SECTION VIII - MEASUREMENT AND PAYMENT ...................................................... 28
MEASUREMENT OF QUANTITIES .............................................................. 28
SCOPE OF PAYMENT ................................................................................. 29
WORK COVERED BY CONTRACT PRICE .................................................. 29
BASIS OF PAYMENT ................................................................................... 29
PAYMENTS FOR INCREASED OR DECREASED QUANTITIES ................ 29
PAYMENT FOR SURPLUS MATERIALS ..................................................... 29
CLAIMS AND PROTESTS ............................................................................ 30
PAYMENT FOR UNCLASSIFIED AND FORCE ACCOUNT WORK ............ 32
PARTIAL PAYMENTS .................................................................................. 33
FINAL PAYMENT .......................................................................................... 33
CERTIFICATE OF COMPLIANCE OF MINNESOTA WITHHOLDING TAX .. 34
SECTION IX - MISCELLANEOUS PROVISIONS ......................................................... 34
NONDISCRIMINATION................................................................................. 34
GOVERNMENT DATA. ................................................................................. 35
VENUE AND FORUM. .................................................................................. 35
COUNTERPARTS. ....................................................................................... 35
ELECTRONIC SIGNATURES. ...................................................................... 35
NOTICES. ..................................................................................................... 36
SEVERABILITY ............................................................................................. 36
NO WAIVER OF LEGAL RIGHTS ................................................................. 36
44
GC - 1
GENERAL CONDITIONS
CITY OF GOLDEN VALLEY
SECTION I - GENERAL
DEFINITIONS
When used in the Contract Documents, the intent and meaning of the below listed
terms shall be as follows:
A. "A.S.T.M." means the American Society for Testing Materials.
B. "Bidder" means any individual, firm or corporation submitting a Proposal for the
Work contemplated, acting directly or through a duly authorized representative.
C. "City" means the City of Golden Valley, Minnesota.
D. "Contract" means the entire agreement covering the performance of the Work
and the furnishing of materials in the construction.
E. "Contractor" means the individual, firm, partnership, corporation or company with
which the City contracts and unless otherwise specified, includes subcontractors
of Contractor.
F. "Contract Bond" means collectively the approved forms of security furnished by
Contractor and Contractor's Surety or Sureties as a guarantee of good faith on
the part of Contractor to execute and pay for the Work in accordance with the
terms of the Contract.
G. "Contract Price" means the total amount payable by the City to Contractor,
including authorized adjustments, for the performance of the Work under the
Contract Documents and is stated in the Agreement.
H. "Contract Time" means the period of time, including authorized adjustments,
allotted in the Contract Documents for Final Completion of the Work.
I. "Engineer" means the City Engineer, or their designee.
J. "Final Completion" means the stage of construction following Substantial
Completion when the Contractor has completed all written corrective measures
for damaged or defective Work as determined by the Engineer, and has provided
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all documents required for close out of the Contract as discussed within the
Contract Documents.
K. "Force Account" means the payment method used for extra work if Contractor
and the Engineer are unable to negotiate prices for revised Work.
L. "Force Account Work" means work completed on a Force Account basis.
M. "Inspector" means an authorized representative of the Engineer, assigned to
make any or all necessary inspections of the Work performed and the materials
furnished by Contractor.
N. "Laboratory" means the testing laboratory that shall be approved by the Engineer
to inspect and determine the suitability of materials.
O. "Plans" means all approved drawings or reproductions of drawings pertaining to
the construction of the Work and appurtenances.
P. "Proposal" means the proposal for the Work submitted by the Bidder on the
Proposal Form.
Q. "Proposal Form" means the approved form on which the Bidder submits its
Proposal for the Work contemplated. The Proposal may also be referred to as
the bid.
R. "Proposal Guarantee" means the security designated in the Proposal to be
furnished by the Bidder as a guarantee of good faith to enter into a contract with
the City if the Work is awarded to the Bidder.
S. "Specifications" means the directions, provisions and requirements contained in
the Contract Documents, together with all written agreements made or to be
made, pertaining to the method and manner of performing the Work, or to the
quantities and qualities of materials to be furnished under the Contract
Documents.
T. "Substantial Completion" is the stage in the progress of the Work when the Work
or a designated portion thereof is sufficiently complete in accordance with the
Contract Documents so that the City can occupy or use the Work for its intended
purpose. For the avoidance of doubt, unless otherwise agreed, Substantial
Completion requires all of the following to be complete: all utility and storm sewer
installation (except as noted below), placement of the base course and wear
course of bituminous, sidewalk and pedestrian ramps, curb and gutter, driveway
pavement, signage, sod, seed, pavement markings and project cleanup. Sanitary
sewer lining and wye grouting or wye lining need not be complete to achieve
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Substantial Completion; however, all work related to these items shall be
completed prior to Final Completion.
U. "Surety" is the individual or corporate surety that is bound with and for Contractor
for the acceptable performance of the Contract and for its payment of all
obligations pertaining to the Work.
V. "Unclassified Work" means all work and materials that are not included under
any items in the Proposal and Contract, for which a unit price has been
submitted.
W. The "Work" means the construction and services required by the Contract
Documents, whether completed or partially completed, and includes all other
labor, materials, equipment, and services provided or to be provided by
Contractor to fulfill Contractor's obligations. The Work may constitute the whole
or a part of the Project.
X. Meaning of expressions - In order to avoid cumbersome and confusing repetition
of expressions in these Specifications, whenever it is provided that anything is, or
is to be done or is, "contemplated," "required," "directed," "specified,"
"authorized," "ordered," "given," "designated," "indicated," "considered
necessary," "permitted," "suspended," "approved," "acceptable," "unacceptable,"
"suitable," "unsuitable," "satisfactory," "unsatisfactory," or "sufficient," it shall be
taken to mean and intend by or to the Engineer.
FAMILIARITY WITH LAWS AND ORDINANCES
Contractor is assumed to have made itself familiar with all laws, ordinances and
regulations which in any manner affect those engaged or employed in the Work, or
the materials or equipment used in or upon the improvement, or in any way affect
the conduct of the Work. No plea of misunderstanding will be considered on
account of the ignorance thereof. The provisions of such laws or ordinances are
deemed to be a part of these Specifications, and Contractor shall be bound by the
provisions thereof.
SECTION II - AWARD AND EXECUTION OF THE CONTRACT
CONSIDERATION OF PROPOSALS
Comparison of proposals will be based on the correct summation of item totals,
obtained from the Proposal Form. In the case of errors on a Proposal Form, the unit
price shall be used to determine the correct total for a bid item.
The City reserves the right to award any or all alternate bid items, or any
combination thereof, in the best interest of the City.
The City reserves the right to reject any or all Proposals and to waive defects or
technicalities as it may deem in the best interest of the City.
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EXECUTION OF CONTRACT
The individual, firm, partnership, corporation or company to which the Contract has
been awarded shall sign the necessary agreements, enter into a contract with the
City, and shall return all necessary documents to the office of the City Clerk of
Golden Valley within ten (10) days after it has received notice of award.
FAILURE TO EXECUTE CONTRACTS
Failure to furnish the Contract Bonds in the sum equal to the amount of the award,
or to execute the Contract within ten (10) days as specified, shall be just cause for
annulment of the award. It shall be understood by the Bidder that, in the event of
annulment of the award, the amount of the Proposal Guarantee deposited with the
Proposal shall be retained by the City, not as a penalty, but as liquidated damages
to compensate the City for additional costs and expenses.
SECTION III - SCOPE OF WORK
INTENT OF PLANS AND SPECIFICATIONS
The intent of the Plans and Specifications is to prescribe the complete Work or
improvement that Contractor undertakes to do. The Plans and Specifications shall
be read and interpreted in conjunction with the Contract Documents.
Unless otherwise provided, it is understood that Contractor shall furnish all labor,
material, equipment, tools, transportation, necessary supplies and incidentals as
may reasonably be required to complete the Work in accordance with the Plans,
Specifications and other Contract Documents.
The approved Plans are on file in the office of the City Clerk, City of Golden Valley,
Golden Valley City Hall, 7800 Golden Valley Road, Golden Valley, Minnesota 55427,
and show the location, details and dimensions of the Work. Any deviations from the
Contract Documents as may be required during construction shall, in all cases, be
determined by the Engineer and authorized in writing by the Engineer before such
deviations are consummated.
The City may attach addenda to these Specifications, to be filed with such
Specifications and incorporated as part thereof, at the office of the City Clerk of
Golden Valley. Bidders shall be responsible to examine such Specifications as are
on file for addenda before submitting Proposals.
INCREASED OR DECREASED QUANTITIES OF WORK
The Engineer shall have the sole right to increase or decrease any or all of the items
specified in the Contract Documents, including the elimination of any one or more
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items. Such changes shall not invalidate the Contract. If quantities originally
contemplated are materially changed, Contractor shall request a cost adjustment in
writing in compliance with the Change Order requirements set forth in Section 3
herein. Approval of any such cost adjustment shall be at the sole discretion of the
Engineer and the Engineer’s decision shall be final on any and all matters
concerning cost adjustment. No payment for changed items shall be made to
Contractor until both parties have signed the Change Order.
Except in the case of minor changes in the Work approved or ordered by the
Engineer in accordance with Section III (3)(D), or ordered by the Engineer in
accordance with Section III (3)(C), Contractor may make substitutions only with the
consent of the City, after evaluation and written approval by the Engineer and in
accordance with a Change Order.
CHANGES IN THE WORK
A. GENERAL
Changes in the Work may be accomplished after execution of the Contract, and
without invalidating the Contract, by Change Order, Construction Change Directive
or order for a minor change in the Work, subject to the limitations stated in this
Section and elsewhere in the Contract Documents. A Change Order shall be based
upon agreement between the City and Contractor. A Construction Change Directive
may be issued by the Engineer and may or may not be agreed to by Contractor. An
order for a minor change in the Work may be issued by the Engineer alone and shall
not involve a change in the Contract Price or Contract Time. Changes in the Work
shall be performed under applicable provisions of the Contract Documents.
Contractor shall proceed promptly with changes in the Work, unless otherwise
provided in the Change Order, Construction Change Directive, or order for a minor
change in the Work.
B. CHANGE ORDERS
A Change Order is a written instrument prepared by the Engineer and signed by the
City and Contractor stating their agreement upon all of the following:
i) The change in the Work;
ii) The amount of the adjustment, if any, in the Contract Price; and
iii) The extent of the adjustment, if any, in the Contract Time.
C. MINOR ALTERATIONS OF PLANS OR CHARACTER OF WORK
The Engineer may order minor changes in the Work that are consistent with the
intent of the Contract Documents and do not involve an adjustment in the Contract
Price or Contract Time. The Engineer’s order for minor changes shall be made in
writing. If Contractor believes that the proposed minor change in the Work will affect
the Contract Price or Contract Time, Contractor shall notify the Engineer and shall
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not proceed to implement the change in the Work. If Contractor performs the Work
set forth in the Engineer’s order for a minor change without prior notice to the
Engineer that such change will affect the Contract Price or Contract Time,
Contractor waives any adjustment to the Contract Price or extension of the Contract
Time.
D. ELIMINATION OF WORK
Should the City eliminate any Contract items from the Contract, delete any Work, or
order termination on a Contract item before completion of that unit, Contractor shall
be reimbursed for all costs incurred prior to notification that are not the result of
unauthorized work. Compensation will be made on the following basis:
i) Accepted quantities of Work completed in accordance with the Contract will
be paid for at the Contract prices.
ii) For materials that have been ordered but not incorporated in the Work,
reimbursement will be made in accordance with the procedure set out for
Surplus Material.
iii) For partially completed items, accepted Work shall be paid for on the basis of
a percentage of the Contract bid price equal to the percentage of actual
accomplishment toward completion of the item. In arriving at this percentage,
the value of materials incorporated in the partially completed items will be
considered to be the actual purchase price of the materials, plus
transportation costs, to which will be added fifteen percent (15%) of the sum
thereof.
Contractor shall also be reimbursed for such actual expenditures for equipment,
mobilization, and overhead as the City considers directly attributable to the
eliminated work and that are not recovered as part of the direct payment for the
Work.
Payment for completed Work at the Contract prices and for partially completed Work
and materials in accordance with the above provisions, together with such other
allowances as are made for fixed costs, shall constitute final and full compensation
for the Work related to those Contract items that have been partially or totally
eliminated from the Contract.
UNCLASSIFIED WORK
All work and materials that are not included under any items in the Proposal or
Contract Documents and for which a unit price has been submitted, shall be
designated as Unclassified Work.
Before any Unclassified Work is performed, the Engineer shall submit to Contractor
for its acceptance, a Change Order stating the location, nature, estimate of
quantities, and basis of payment of work to be performed. When this Change Order
has been signed by both parties, it shall become part of the Contract.
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Any Change Order shall stipulate a unit price or lump sum for the performance of
work. Where a change in the Contract Price or Contract Time cannot be agreed
upon, the Unclassified Work shall be completed pursuant to a Construction Change
Directive and payment shall be made on a Force Account basis.
CONSTRUCTION CHANGE DIRECTIVES
A Construction Change Directive is a written order prepared by the Engineer
directing a change in the Work prior to agreement on adjustment, if any, in the
Contract Price or Contract Time, or both. The City may by Construction Change
Directive, without invalidating the Contract, order changes in the Work within the
general scope of the Contract consisting of additions, deletions, or other revisions,
the Contract Price and Contract Time being adjusted accordingly. A Construction
Change Directive shall be used in the absence of total agreement on the terms of a
Change Order.
If the Construction Change Directive provides for an adjustment to the Contract
Price, the adjustment shall be made as provided in Section VIII below. If Contractor
disagrees with the adjustment in the Contract Price or Contract Time, Contractor
may make a Claim in accordance with applicable provisions of Section VIII(6).
Upon receipt of a Construction Change Directive, Contractor shall promptly proceed
with the change in the Work involved and advise the Engineer of Contractor’s
agreement or disagreement with the method, if any, provided in the Construction
Change Directive for determining the proposed adjustment in the Contract Price or
Contract Time. When the City and Contractor agree with a determination made by
the Engineer concerning the adjustments in the Contract Price and Contract Time, or
otherwise reach agreement upon the adjustments, such agreement shall be effective
immediately and the Engineer shall prepare a Change Order. Change Orders may
be issued for all or any part of a Construction Change Directive. A Construction
Change Directive signed by Contractor indicates Contractor’s agreement therewith,
including adjustment in Contract Price and Contract Time or the method for
determining them. Such agreement shall be effective immediately and shall be
recorded as a Change Order.
FINAL CLEAN-UP
Upon completion of the Work and before acceptance, issuance of the Certificate of
Final Completion and final payment, Contractor shall remove from the street and
adjacent property, all surplus and discarded materials, equipment, rubbish and
temporary structures; restore in an acceptable manner all property, both public and
private, which has been damaged during the prosecution of the Work; and shall
leave the site in a neat and presentable condition subject to the approval of the
Engineer.
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SECTION IV - CONTROL OF WORK
AUTHORITY OF ENGINEER
The Engineer shall decide any and all questions which may arise as to (1) the quality
and acceptability of materials furnished and Work performed; (2) the manner of
performance and rate of progress of the Work; (3) the interpretation of the Plans and
Specifications; (4) the acceptable fulfillment of the Contract on the part of Contractor;
and (5) the amount and quantity of the several kinds of Work performed and
materials furnished under the Contract.
CONFORMITY WITH PLANS AND ALLOWABLE DEVIATIONS
No deviations from the Plans or the approved working drawings shall be permitted
without the written approval of the Engineer.
COORDINATION OF PLANS AND SPECIFICATIONS
Contractor shall take no advantage of any apparent error or omission in the Plans or
Specifications, and the Engineer shall be permitted to make such corrections and
interpretations as may be deemed necessary for the fulfillment of the Plans and
Specifications.
Any work not specified herein or in the Plans, but which may be fairly implied or
understood as included in the Contract, shall be completed by Contractor without
extra charge. Any ambiguity or discrepancy in the Plans or Specifications shall be
adjusted by using the best class of work or materials.
In the case of any discrepancy between the scale and figures in the Plans, drawings,
etc., the figured dimensions shall govern. In the case of any discrepancy between
the quantities shown in the Proposal and those shown in the Plans, the Plans shall
prevail. In case any other discrepancy occurs between the Plans and the
Specifications, the decision of the Engineer shall be decisive thereon.
COOPERATION BY CONTRACTOR
The City shall supply Contractor with five copies of the Plans and Specifications.
Contractor shall have said Plans and Specifications available at the Project at all
times during the prosecution of the Work. Contractor shall give the Work its
constant attention to facilitate progress and shall cooperate with the Engineer in
setting and preserving stakes, benchmarks, etc., and in all other things that are
necessary for satisfactory completion of the Work. Contractor shall have a
competent and reliable superintendent acting as Contractor’s representative on the
job at all times. This representative shall supervise all of Contractor’s workforce,
including its subcontractors, during all phases and in all aspects of the Work. All
orders from the Engineer shall be directed through the superintendent.
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Contractor shall provide a list, as deemed necessary by the Engineer, of emergency
contacts, including names and 24-hour telephone numbers, to the City.
CARE AND PROTECTION OF WORK AND MATERIALS
From the commencement of the Work until the final acceptance of the same,
Contractor shall be solely responsible for the care of the Work and for the materials
delivered to the site and intended to be used in the Work. All injury or damage to the
same from whatever cause, shall be made good at Contractor’s expense.
Contractor shall provide suitable means of protection for and shall protect all
materials intended to be used in the Work and shall provide similar protection for all
Work in progress as well as completed Work. Contractor shall at all times take all
necessary precautions to prevent injury or damage to the Work in progress,
including but not limited to protection for damage or injury caused by flood, freezing,
or inclement weather of any kind. Only approved methods shall be used for this
purpose.
AUTHORITY AND DUTY OF INSPECTOR
The Inspector shall be authorized to inspect all Work and materials furnished. Such
inspection may extend to all or any part of the Work and to the preparation or
manufacture of the materials to be used. An inspector shall be stationed on the
Work to report to the Engineer as to the progress of the Work and the manner in
which it is being performed. The Inspector shall also report to the Engineer
whenever it appears that the materials furnished or the Work performed by
Contractor fail to fulfill the requirements of the Specifications and Contract, and shall
bring any such failure or other infringement to Contractor’s attention. Such
inspection, however, shall not relieve Contractor from any obligation to perform all of
the Work strictly in accordance with the requirements of the Specifications.
In case of any dispute arising between Contractor and the Inspector as to materials
furnished or the manner of performing the Work, the Inspector shall have the
authority to reject materials or suspend the Work until the questions at issue can be
referred to and decided by the Engineer. If Contractor uses rejected materials or
fails to suspend the Work, all Work performed by Contractor under such suspension
or rejection shall be considered unauthorized work and subject to rejection or
replacement by Contractor at Contractor’s expense. The Inspector shall not be
authorized to revoke, alter, enlarge, relax or release any requirements of these
Specifications nor to approve or accept any portion of the Work, or to issue
instructions contrary to the Plans and Specifications. The Inspector shall in no case
act as foreman or perform other duties for Contractor, nor shall the Inspector
interfere with the management of the Work by Contractor.
Any advice that the Inspector may give to Contractor shall in no way be construed as
binding upon the City in any way, nor shall any such advise release Contractor from
fulfillment of the terms of the Contract.
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INSPECTION
The Engineer or the Engineer’s representative shall be allowed access to all parts of
the Work at all times and shall be furnished such information and assistance by
Contractor as may be required to make a complete and detailed inspection. Such
inspection may include mill, plant, or shop inspection of materials and workmanship.
UNAUTHORIZED WORK
Work done without lines and grades, Work done beyond the lines and grades shown
on the Plans, or as given, except as herein provided, or any Unclassified Work done
without written authority shall be considered unauthorized and at the expense of
Contractor and will not be measured or paid for by the City. Work so done may be
ordered removed and replaced at Contractor's expense.
DEFECTIVE WORK
All Work not conforming to the requirements of the Contract Documents shall be
considered defective and may be rejected by the Engineer by providing written
notice of the defect to Contractor. Contractor shall promptly correct Work rejected
by the Engineer or failing to conform to the requirements of the Contract Documents
and whether or not fabricated, installed or completed. Costs of correcting such
rejected Work, including additional testing and inspections, the cost of uncovering
and replacement, and compensation for the Engineer’s services and expenses
made necessary thereby, shall be at Contractor’s expense.
Should Contractor fail or refuse to remove or renew any defective Work, or to make
any necessary repairs in an acceptable manner and in accordance with the
requirements of the Contract Documents within the time indicated by the City, the
Engineer shall have the authority to cause the unacceptable or defective Work to be
removed and renewed or repaired at Contractor's expense. Any expense incurred
by the City in making these removals, renewals or repairs, which Contractor has
failed or refused to make, shall be paid for out of any monies due or which become
due Contractor, or may be charged against the Contract Bonds. Continued failure or
refusal on the part of Contractor to make any or all necessary repairs promptly, fully
and in an acceptable manner shall be sufficient cause for the City, at its option, to
purchase materials, tools and equipment, and employ labor or to contract with any
other individual, firm or corporation, to perform the Work. All costs and expenses so
incurred shall be charged against Contractor and the amount thereof deducted from
any monies due or which may become due to Contractor under this Contract, or
shall be charged against the Contract Bonds. Any work performed, as described in
this section, shall not relieve Contractor in any way from its responsibility to perform
the Work.
The City shall also have authority to take over and use defective Work without
compensation to Contractor, when Contractor fails or refuses to rebuild such
defective Work.
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FINAL INSPECTION
The Engineer will make final inspection of all Work, and any portion thereof, as soon
as practicable after notification by Contractor that such Work is nearing completion.
If the inspected Work is not acceptable to the Engineer at the time of the Engineer’s
inspection, the Engineer shall advise Contractor in writing as to the particular defects
to be remedied. If, within a period of ten (10) days after such notification, Contractor
has not taken steps to speedily complete the Work as directed, the Engineer may,
without further notice and without in any way impairing the Contract, make such
other arrangements as the Engineer may deem necessary to have such Work
completed in a satisfactory manner. The cost of completing such Work shall be
deducted from any monies due, or which may become due Contractor on the
Contract.
GUARANTEE
In addition to Contractor’s obligations under Section IV paragraph 9, if, within one
year after the date of Final Completion of the Work, or by terms of any applicable
special warranty required by the Contract Documents, any of the Work is found to be
not in accordance with the requirements of the Contract Documents, Contractor shall
correct it promptly after receipt of notice from the City to do so, unless the City has
previously given Contractor a written acceptance of such condition. The City shall
give such notice promptly after discovery of the condition. If, during the one-year
period for correction of Work, the City fails to notify Contractor and give Contractor
an opportunity to make the correction, the City waives the right to require correction
by Contractor and to make a claim for breach of warranty. If Contractor fails to
correct nonconforming Work within a reasonable time after receipt of notice from the
City, the City may correct the Work at Contractor’s expense.
The one-year period for correction of Work shall be extended with respect to
portions of Work first performed after Final Completion by the period of time between
Final Completion and the actual completion of that portion of the Work. The one-
year period for correction of Work shall not be extended by corrective Work
performed by Contractor pursuant to this Section.
Nothing contained in this Section shall be construed to establish a period of
limitation with respect to other obligations Contractor has under the Contract
Documents. Establishment of the one-year period for correction of Work as
described in this Section relates only to the specific obligation of Contractor to
correct the Work, and has no relationship to the time within which the obligation to
comply with the Contract Documents may be sought to be enforced, nor to the time
within which proceedings may be commenced to establish Contractor’s liability with
respect to Contractor’s obligations other than specifically to correct the Work.
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FOSSILS
If any fossils or treasure or other unusual or valuable geological formations are
found in the process of excavating, such fossils and sample of geological formations
shall be carefully preserved by Contractor and given to the Engineer and shall be the
property of the City.
SECTION V - CONTROL OF MATERIALS
SOURCE AND QUALITY OF MATERIALS
The source of supply of the materials to be used shall be approved by the Engineer
before delivery is started. The approval of the source of any material will stand only
so long as the material itself conforms to the Specifications. Only materials
conforming to the requirements of these Specifications shall be used in the Work.
The source of any materials shall not be changed at any time without the written
approval of the Engineer. Contractor may be required, at any time, to furnish a
complete statement of the original composition and manufacturer of any or all
materials required in the Work, or to submit sample of the same.
STANDARD STOCK PRODUCTS
All materials, supplies and articles furnished shall, whenever so specified, and
otherwise wherever practicable, be the standard stock products of recognized,
reputable manufacturers. The standard stock products of manufacturers other than
those specified may be accepted when it is proved to the satisfaction of the Engineer
that they are equal to or better than the specified products in strength, durability,
usefulness and convenience for the purpose intended. Whenever reference is made
herein to A.S.T.M. Specifications, it shall be understood that the latest revision of the
A.S.T.M. at the time of award of Contract is implied.
TESTS OF MATERIALS
When tests of materials are necessary, such tests shall be made by and at the
expense of the City unless otherwise provided. Contractor shall afford such facilities
as the Engineer may require for collecting and forwarding samples, and shall not use
the materials represented by the samples until tests have been made and the
materials have been found to satisfy the requirements of these Specifications.
Contractor shall, in all cases, furnish the required samples without charge. The
quantity of materials Contractor must furnish shall be a reasonable amount, deemed
by the Engineer, to effectively test such materials to verify compliance with the
Specifications and/or meet requirements from non-City funding sources.
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STORAGE
Materials shall be stored so as to insure the preservation of their quality and fitness
for the Work and such materials, even though approved before storage, shall be
subject to test, and must meet the requirements of these Specifications at the time it
is proposed to incorporate them in the Work. Materials shall be stored in a manner
that will facilitate inspections and protect the general public from injury.
The portion of the right-of-way not required for public travel may, with the consent of
the Engineer, be used for storage purposes, and for the placing of Contractor's plant
and equipment, but any additional space required, unless otherwise stipulated, shall
be provided by Contractor at its expense.
DEFECTIVE MATERIALS
All materials not conforming to the requirements of these Specifications shall be
considered as defective and all such materials, whether in place or not, will be
rejected and shall be removed immediately from the right-of-way unless otherwise
permitted by the Engineer. No material that has been rejected - the defects on
which have been corrected or removed - shall be used until the Engineer’s written
approval has been given.
FAILURE TO REMOVE DEFECTIVE MATERIALS
Should Contractor fail or refuse to remove and renew any defective materials within
the time indicated in writing, the Engineer shall have the authority to cause the
unacceptable or defective materials to be removed and renewed at Contractor's
expense. Any expense incurred by the City in making these removals or renewals,
which Contractor has failed or refused to make, shall be paid for out of any monies
due or which may become due Contractor under this Contract, or may be charged
against the "Contract Bond" deposited.
SECTION VI - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
LAWS TO BE OBSERVED
Contractor shall observe and comply with all laws, ordinances, regulations and
decrees which may, at any time or in any manner, affect the equipment or materials
used at the Project, the conduct of the Work or those employed to complete the
Work. No plea of misunderstanding will be considered on account of the ignorance
thereof.
Contractor further agrees that in connection with the employment and hiring of the
labor necessary for the performance of the Work, or any subcontract hereunder,
Contractor will not discriminate against any person or persons contrary to the
provisions of Minnesota Statutes 181.9, which is hereby incorporated by reference.
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Contractor and Contractor’s Surety shall, indemnify and save harmless the City and
all of its officers, agents and servants against any claim or liability arising from or
based on the violation of any law, ordinance, regulation or decree, whether by itself
or its employees.
If Contractor shall discover any provisions in the Plans, Contract, or these
Specifications or any direction of the Engineer or Inspector which is contrary to or
inconsistent with any such law, ordinance, regulation or decree, Contractor shall
immediately report its inconsistency to the Engineer in writing.
PERMITS AND LICENSES
Contractor shall procure all permits and licenses as required in the Contract
documents, pay all charges and fees and give all notices necessary and incidental to
the due and lawful prosecution of the Work.
PATENTED DEVICES, MATERIALS AND PROCESSES
If the Contract requires, or Contractor desires the use of any design, device, material
or process covered by letter, patent or copyright, trademark or trade name,
Contractor shall provide for such use by suitable legal agreement with the patentee
or owner allowing use of such design, devise, material or process in the Work. A
copy of said agreement shall be filed with the City. If no such agreement is made or
filed as noted, Contractor and Contractor’s Surety shall indemnify and save
harmless the City from any and all claims for infringement by reason of the use of
any such patented design, device, material or process, or any trademark or trade
name or copyright in connection with the Work agreed to be performed under the
Contract, and shall indemnify the City for any costs, expenses and damages which it
may be obliged to pay, including costs, expense and attorneys’ fees incident to
litigation by reason of any such infringement at any time during the prosecution or
after the completion of the Work.
SANITARY PROVISIONS
Contractor shall observe and comply with all laws, rules and regulations of the State
and Local Health Authorities and shall take such precautions as are necessary to
avoid creating unsanitary conditions.
Contractor shall provide and maintain suitable sanitary conveniences for the use of
all persons employed on the Project. Such facilities shall be properly screened from
public observation, in sufficient numbers, in such manner and at such points as shall
be approved by the Engineer. Contractor shall rigorously prohibit committance of
nuisances within, on or about the Work. Any employee found violating these
provisions shall be discharged and not again employed on the Work without the
written consent of the Engineer. Contractor shall supply sufficient drinking water to
all of the work force employed, but only from such sources as shall be approved by
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the Engineer. Contractor shall also obey and enforce such other sanitary
regulations and orders and shall take such precautions against infectious disease as
may be deemed necessary by the Engineer.
PUBLIC CONVENIENCE AND SAFETY, BARRICADES, LIGHTS AND WARNING
SIGNALS
Where the Work is carried on in or adjacent to any street, alley or public place,
Contractor shall, at Contractor’s own cost and expense, furnish and erect such
barricades, fences, lights and danger signals, and shall take such other
precautionary measures for the protection of persons and property and of the Work
as is necessary or required by the Contract Documents. Excavations in or adjacent
to public streets or alley in which water stands more than one (1) foot deep or where
banks of the excavation are subject to collapse or cave-in shall be securely
barricaded with snow fence so as to prevent access by children and adults during
the period when work is not being carried on at the site of excavation. Barricades
shall be painted in a color and reflectorized in accordance with the provisions of the
most current version of the Minnesota Manual of Uniform Traffic Control Devices
(“MMUTCD”).
From sunset to sunrise, Contractor shall furnish and maintain at least two (2)
flashing lights at each barricade. A sufficient number of barricades shall be erected
to keep vehicles from being driven on or into any of the Work and to warn
pedestrians and children of the existence of the excavation at all open points. When
a detour is necessary because a street is blocked by the Work, the Engineer shall
designate its route and Contractor shall furnish and post detour signs at places
designated approved by the Engineer. All signs shall be in accordance with the
most current version of the MMUTCD and appendices.
Contractor shall be responsible for all damage to the Work due to failure of
barricades, signs, and lights to protect it, and whenever evidence of such damage is
found, the Engineer may order the damaged portion immediately removed and
replaced by Contractor at Contractor’s expense. Contractor's responsibility for the
maintenance of barricades, signs and lights, and for providing the watchmen, shall
not cease until the Project has been accepted by the City.
MAINTENANCE OF DRAINAGE AND ACCESS TO MUNICIPAL AND PRIVATE
UTILITIES
On all Work, Contractor shall provide and maintain free access to gas valves,
manholes and similar facilities. Contractor shall also provide and maintain free
access to all fire hydrants, gate valves, manholes, and appurtenant equipment of the
City’s water distribution and sanitary sewer systems.
Contractor shall provide for the flow of all water courses, storm sewers and storm
drains, and shall keep all gutters and waterways open or make other provisions for
the free removal of storm water. Contractor shall be liable for any damages or costs
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incurred by the City due to flood conditions, or backing up of sanitary or storm
sewers or storm drains caused by the Work. Contractor also agrees to indemnify the
City and its agents and employees against claims relating to or arising from any
such backups or flooding.
SITES TO BE KEPT CLEAN
Contractor shall clean and keep clean from waste materials or refuse resulting from
its operations, the streets, the Work and public property occupied by Contractor.
Equipment not usable on the Work shall be promptly removed and the adjacent
premises maintained in a neat and orderly condition at all times. Advertising signs in
general will not be permitted at the Project.
NOISE ELIMINATION
Contractor shall eliminate noise to as great an extent as possible at all times. Air
compressing plants shall be equipped with silencers, and the exhausts of all
gasoline motors or other power equipment shall be provided with mufflers approved
by the Engineer.
USE OF EXPLOSIVES
If it is necessary to use explosives in the performance of the Work, Contractor shall
take out permits and comply with all laws, ordinances and regulations governing
same. Contractor shall fully protect all completed Work as well as all overhead,
surfaces or underground structures and shall be liable for any damage done to the
Work or other structures on public or private property and injuries sustained by
persons by reason of the use of explosives in Contractor’s operations. Explosives
shall be handled, used and fired only by experienced personnel. All firing shall be
done by electricity. All explosive supplies shall be safely stored and protected in an
approved manner. All such storage places shall be marked clearly, "DANGEROUS
– EXPLOSIVES". Caps or other exploders shall not be stored at the place where
dynamite or other explosives are stored.
PROTECTION AND RESTORATION OF PROPERTY
Where the Work passes over or through private property, the City shall secure a
license, right of entry, right-of-way agreement or easement. Contractor shall not
receive any extra compensation or be entitled to any extras because of delay on the
part of the City in obtaining right-of-way or easement access. Contractor shall not
enter upon private property for any purpose without obtaining written permission
from the property owner. Contractor shall, at Contractor’s own expense, protect and
restore any public or private property damaged or injured in consequence of any act
or omission on Contractor’s part or on the part of Contractor’s employees or
subcontractors, to a condition equal to or better than that existing before such
damage or injury occurred. If Contractor neglects to restore or make good such
damage or injury, the Engineer may, upon forty-eight (48) hours’ notice, proceed to
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restore or make good such damage or injury and to order the cost thereof deducted
from any monies that are or may come due to Contractor.
Contractor shall restore at Contractor’s own expense all parks, streets, alleys, roads,
or public highways, and the public structures and improvements which may occupy
such parks, streets, roads, alleys, or public highways, including but not limited to
water mains, water connections and appurtenances, sewer, manholes, catch basins,
and sewer connections, ornamental light poles, and cables. All persons, firms,
trustees, and corporations having buildings, structures, works, conduits, mains,
pipes, tracks, poles, wires, cables, ducts, or other physical structures and
improvements in, over, or under the public lands, streets, roads, alleys, or highways,
shall be notified by the City to shift, adjust, accommodate or remove any such
interfering works so as to comply reasonably with the requirements of construction.
Thereafter, Contractor shall be responsible for all just and proper claims for
damages caused to or on account of such interference or removal, and shall at
Contractor’s own cost and expense reimburse such persons, firms, trustees and
corporations all just and proper claim for such removal and replacement or repair.
Contractor shall include the cost of such interference, removal and replacement in
the various affected unit and lump sum prices, and no separate payment will be
made to Contractor for any cost involved by reason of any causes or situations
arising from such interference, removal or replacement.
Land monuments shall not be moved or otherwise disturbed except as may be
directed by the Engineer.
EXISTING SURFACE, OVERHEAD AND UNDERGROUND STRUCTURES
Prior to construction, Contractor shall obtain field locations or other assistance as
may be required to determine the existence and location of gas mains and other
private utilities, as well as public utilities of the City, County or State, which may be
underground or overhead within street and highway rights-of-way or within
easements and which may be interfered with by the Work.
Existing underground, surface or overhead structures are not necessarily shown on
the Plans, and those shown are only correct to the level of accuracy permitted by the
locations both from field located and record drawings, established by the utility
owners. The City does not assume any responsibility for the accuracy of the
disclosed locations. Contractor shall be responsible for all verifying all utility location
by contacting Gopher State One-Call (651.454.0002) prior to beginning the Work.
Contractor shall also make such investigations as are necessary to determine the
extent to which existing structures may interfere with the Work prior to submitting its
Proposal. The sizes, locations and depths of such structures as are shown on the
Plans and profiles are only approximate and Contractor shall satisfy itself as to the
accuracy of the information given.
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Contractor shall not claim or be entitled to receive compensation for any damages
sustained by reason of the inaccuracy of the omission of any of the information given
on the drawings relative to the surface, overhead or underground structures or by
reason of Contractor’s failure to properly protect and maintain such structures.
Contractor shall exercise extreme care in crossing, or working adjacent to, all utilities
and shall be responsible to protect and maintain their operation during the Work.
Contractor shall restore, at its expense, any public structures such as, including but
not limited to, water mains, water connections, and appurtenances, sewers,
manholes, catch basins, culverts, and sewer connections which are damaged or
injured in any way by Contractor’s acts or the acts of its employees, agents or
subcontractors.
Contractor shall indemnify and save harmless the City from any suit, claim, demand
or expense, including attorneys’ fees and costs, brought for or on account of any
damage, maintenance, removal, replacement, or relocation of mains, conduits,
pipes, poles, wires, cables or other structures of private utility firms or corporations
whether underground or overhead, that may be caused or required by Contractor
during the Work. However, in cases involving an overhead or underground privately
owned utility installed and located in accordance with a permit issued by the City, if,
in the opinion of the Engineer, the relocation of said utility is required to facilitate the
Work, the City shall provide for such relocation, to the extent allowed under the
permit or applicable law.
MAINTENANCE OF SERVICE IN EXISTING STRUCTURES
All existing overhead, surface or sub-surface structures, together with all
appurtenances and service connections except those otherwise provided for herein,
encountered or affected in any way during Work shall be maintained in service at all
times unless other arrangements satisfactory to the agencies responsible for such
utility are made. The cost of this work shall be included in the price paid under the
items applicable thereto and there shall be no separate payment for it.
RAILWAY AND HIGHWAY CROSSINGS
Where the Work encroaches upon any right-of-way of any railway, State or County
Highway, the City shall make application for the necessary easement or permit for
the Work. Where railway tracks or highways are to be crossed, Contractor shall
observe all regulations and instructions of the railway company and Highway
Department and other applicable federal, state or local regulations as to methods of
doing the Work, or precautions for safety of property and the public. Contractor will
not be paid compensation for such railway or highway crossing applications or
regulations unless otherwise provided for in the Proposal or other Contract
Documents.
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RESPONSIBILITY FOR LABOR, MATERIAL, EQUIPMENT AND DAMAGE CLAIM
To the fullest extent permitted by law, Contractor shall indemnify and hold harmless
the City and its agents and employees from and against claims, damages, losses,
and expenses, including but not limited to attorneys’ fees, arising out of or resulting
from performance of the Work, provided that such claim, damage, loss, or expense
is attributable to bodily injury, sickness, disease or death, or to injury to or
destruction of tangible property, but only to the extent caused by the negligent acts
or omissions of Contractor, a Subcontractor, anyone directly or indirectly employed
by them, or anyone for whose acts they may be liable, regardless of whether or not
such claim, damage, loss, or expense is caused in part by a party indemnified
hereunder. Such obligation shall not be construed to negate, abridge, or reduce
other rights or obligations of indemnity that would otherwise exist as to a party or
person described in this Section or any other obligations of indemnity under the
Contract Documents.
In claims against any person or entity indemnified under this Section by an
employee of Contractor, a Subcontractor, anyone directly or indirectly employed by
them, or anyone for whose acts they may be liable, the indemnification obligation
under this Section shall not be limited by a limitation on amount or type of damages,
compensation, or benefits payable by or for Contractor or a Subcontractor under
workers’ compensation acts, disability benefit acts, or other employee benefit acts.
CONTRACTOR'S RESPONSIBILITY FOR WORK
Until acceptance, the Work and all materials shall be under Contractor’s charge and
care, and Contractor shall take every reasonable precaution against injury or
damage to the Work or to any part thereof by the action of the elements or from any
other cause whatsoever. Contractor shall rebuild, repair, restore and make good, at
Contractor’s own expense, all injuries or damages to any portion of the Work
occasioned by any of the above causes before its completion and acceptance.
SAFETY PRECAUTIONS AND ACCIDENT PREVENTION
Contractor shall observe and comply with all requirements of the Engineer as to the
safety of the workforce to be employed on the Project. Contractor shall also comply
with all safety measures recommended or required by any governmental agency,
including the Department of Labor and Industry and the Division of Accident
Prevention of the Industrial Commission of Minnesota, and with the requirements of
the Worker's Compensation Act and any amendments thereto.
Contractor shall be responsible for all safety issues on the Project. Contractor must,
however, comply with all orders from the City for implementing any additional
requirements relating to safety concerns.
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REQUIREMENTS OF CONTRACT BOND
The successful Bidder, at the time of the execution of the Contract, shall furnish, and
at all times, maintain a satisfactory and sufficient PERFORMANCE BOND AND
PAYMENT BOND, each in the full amount of the Contract, as required by law, with
Sureties satisfactory to the City. The form of the Contract Bond is that required by
Statute. Personal Sureties will not be approved. The Contract Bond shall be
acknowledged by both principal and Surety, and the execution thereof witnessed by
two witnesses as to each party.
Minnesota Statutes, Chapter 13, requires that the City make all payment and
performance bonds available for inspection and copying upon request. All claims on
Contractor’s Bonds shall be brought in accordance with the requirements of
Minnesota Statutes Chapter 574.
PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
Contractor shall purchase and maintain, at Contractor’s own cost and expense,
insurance of the types and limits of liability, containing endorsements and subject to
the terms and conditions described herein and in the Contract Documents, including
but not limited to property damage and public liability coverage. The City shall be
named as an additional insured under Contractor’s policies of insurance.
The policies of insurance shall indemnify the City and all of its officers, agents,
consultants and employees, from all property or personal injury claims.
Contractor shall not commence the Work until it has obtained all the insurance
described below, provided proof of such coverage to the City, and the City has
approved Contractor’s insurance. All policies and certificates shall provide that the
policies shall remain in force and effect throughout the term of the Contract.
A. Policy Requirements
i) Worker’s Compensation Insurance:
a. Statutory Compensation Coverage:
b. Coverage B – Employer’s Liability with limits of not less than:
1. $100,000 Bodily Injury per Disease per Employee
2. $500,000 Bodily Injury per Disease Aggregate
3. $100,000 Bodily Injury by Accident
ii) Automobile Liability Insurance:
a. Minimum Limits of Liability:
1. $2,000,000 – Per Occurrence – Bodily Injury and Property Damage
Combined Single Limit
b. Coverages:
X Owned Automobile, if any
X Non-Owned Automobile
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X Hired Automobile
X City of Golden Valley named as Additional Insured
iii) General Liability Insurance:
a. Minimum Limits of Liability:
1. $2,000,000 – Per Occurrence
2. $3,000,000 – Annual Aggregate
b. Coverages:
X Bodily Injury
X Property Damage
X Personal Injury
X Blanket Contractual
X City of Golden Valley named as Additional Insured
iv) Professional Liability/Miscellaneous Liability Insurance:
Coverage for negligent acts, errors or omissions arising out of the
performance of professional services included in the Contract coverage shall
continue for a minimum of five (5) years.
a. Minimum limit of liability of $2,000,000 per occurrence
b. Deductible not to exceed $5,000 (if in excess, submit certified financial
statement)
c. If Claims-Made, please complete the following:
If prior acts coverage is restricted, advise the retroactive date of coverage:
______________.
Contractor’s policy(ies) shall be primary and non-contributory to any other valid and
collectible insurance available to the City with respect to any claim arising out of this
Contract, and shall provide the City with thirty (30) days advance written notice of
cancellations, non-renewals or reduction in limits or coverage or other material
change.
Contractor is responsible for payment of insurance deductibles. If Contractor is self-
insured, a Certification of Self-Insurance must be attached.
Insurance companies must have an “AM Best” rating of A-, class V or better, and be
authorized to do business in the State of Minnesota and must be satisfactory to the
City.
Each subcontractor shall furnish property damage and public liability insurance that
complies with all of the requirements stated, except as to amounts. Subcontractors
shall furnish property damage insurance and public liability insurance in amount
proportionate to their respective subcontracts, but such amounts shall be
satisfactory to the Engineer.
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WORKER'S COMPENSATION INSURANCE
Contractor shall furnish Worker's Compensation Insurance for its employees, and
must comply with all Worker's Compensation Laws for the state of Minnesota. The
insurance company or companies, or the manner in which the compensation
insurance is carried, must be satisfactory to the City and to the Minnesota Industrial
Commission. The cost of Worker's Compensation Insurance shall be included in all
lump sum and unit cost items under this Contract.
COMPLIANCE WITH EXISTING CONTRACTS BETWEEN THE
CITY OF GOLDEN VALLEY AND OTHERS
Contractor shall familiarize itself with all terms and provisions of contracts between
the City of Golden Valley and the City of Minneapolis in regards to wholesale
purchase of potable water; and with the Cities of Crystal and New Hope for the
storage distribution of potable water as may apply. Contractor shall similarly
familiarize itself with other contracts between the City of Golden Valley and other
municipalities, firms, corporations, or individuals relating in any manner whatsoever
to the subject matter of this Contract and shall conform to all of the requirements of
said contracts and shall do nothing which shall violate any of the provisions or
conditions imposed upon the City.
SECTION VII - PROSECUTION AND PROGRESS
SUBLETTING OR ASSIGNMENT OF CONTRACT
Contractor shall not sublet, sell, transfer, assign or otherwise dispose of the Contract
or any portion thereof, or of the Work, or of Contractor’s right, title or interest therein,
to any person, firm or corporation without the written consent of the City and
Contractor's Surety, and such consent shall not relieve Contractor in any way of full
responsibility for the performance of this Contract.
Contractor shall include a list of subcontractors with the Proposal. The City reserves
the right to reject any or all of the subcontractors.
PROSECUTION OF WORK
All dealings of the City will be with Contractor. No Work shall be started until the
Contract has been executed and written notice to proceed has been given to
Contractor.
Definite notice of intention to start the Work shall be given to the City at least five (5)
days in advance of beginning the Work. Such starting time shall be within ten (10)
calendar days after the date of receipt by Contractor of written notice to proceed.
The official starting time shall be taken as the date on which Contractor is notified in
writing by the Engineer that Contractor has fulfilled all preliminary requirements of
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the City. The official Contract Time shall be in accordance with the Special
Conditions. Should the prosecution of the Work be discontinued temporarily by
Contractor for any reason, Contractor shall notify the Engineer at least twenty-four
(24) hours before again resuming operations and shall not resume operations until it
receives written approval from the Engineer.
Unless otherwise provided for elsewhere in these Specifications, Contractor shall
notify the City of the location at which Contractor intends to begin operations. The
Engineer shall have the right to change the point of beginning or the points of
operation of Contractor's work force.
The Work shall be prosecuted in such manner as to ensure its completion within the
Contract Time. In case of failure to prosecute the Work in such a manner as to
ensure its completion within the Contract Time, the Engineer shall have the right to
require Contractor to place in operation such additional force and equipment as are
deemed necessary by the Engineer.
LIMITATIONS OF OPERATIONS
In case of a dispute arising between two or more Contractors engaged on the same
work as to the respective rights or each under these Specifications, the Engineer
shall determine the matters at issue and shall define the respective rights of the
various interests involved in order to secure the completion of all parts of the Work in
harmony and with satisfactory results. Any such decisions by the Engineer shall be
final and binding on all parties and shall not in any way give rise to or provide a basis
for a claim for extra compensation by any of the parties.
CHARACTER OF WORKERS AND EQUIPMENT
Contractor shall employ such superintendents, foreperson and workers as are
careful and competent, and the Engineer may demand in writing the dismissal of any
person or persons employed by Contractor in, about or upon the Work, who
engages in misconduct, or who is incompetent or negligent or refuses to comply with
the direction given. Any such person or persons shall not be employed again at the
Project without the written consent of the Engineer. Should Contractor continue to
employ such person or persons at the Project, the City may withhold all payments
which are or may become due, or the Engineer may suspend the Work until the
offending persons are dismissed. Contractor shall not employ any minors, as
defined by the Minnesota Worker's Compensation Act, on the Project.
Contractor shall keep on the Project, during its progress, a competent
superintendent and any necessary assistants, all satisfactory to the Engineer. The
Superintendent shall meet all requirements contained in the Contract Documents,
including but not limited to those enumerated in Section 10 of the Special
Conditions, and shall not be changed except with the consent of the Engineer,
unless the superintendent proves unsatisfactory to Contractor and ceases to be in
Contractor’s employ. The superintendent shall represent Contractor in all matters
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and have the authority to obtain equipment and manpower as needed to complete
the Work. All directions given to the superintendent shall be as binding as if they
were given to Contractor.
All machinery and equipment owned or controlled by Contractor which is proposed
to be used by Contractor on the Work shall be of sufficient size and in such
mechanical condition as to meet with the requirements of the Work and to produce a
satisfactory quality of work.
When so ordered by the Engineer, in writing, unsatisfactory equipment shall be
removed and replaced with equipment which will satisfactorily perform the Work. No
change in the machinery and equipment employed on the Project that has the effect
of decreasing its capacity shall be made except by written permission of the
Engineer.
The measure of the capacity of machinery and equipment shall be its actual
performance of the Work. Failure of Contractor to provide adequate equipment may
result in the annulment of the Contract as hereinafter provided.
CONTRACTOR'S RIGHT TO REQUEST CHANGES
If Contractor discovers, prior to or during construction anything in the Plans or
Specifications or in the supplementary directions issued by the Engineer which, in
the opinion of Contractor, appears to be faulty engineering or design, Contractor
shall immediately advise the Engineer in writing of Contractor’s concerns. If no
objection is raised by Contractor under the provisions of this paragraph, Contractor
waives any right to contest the provisions of the Contract on the basis of faulty
engineering or design.
TEMPORARY SUSPENSION OF WORK
The Engineer shall have the authority to suspend the Work, wholly or in part, for
such a period or periods as the Engineer may deem necessary due to conditions
considered unfavorable for the suitable prosecution of the Work, or for such time as
is necessary due to failure on the part of Contractor to carry out orders or perform
any or all provisions of the Contract. If the Engineer directs Contractor in writing to
suspend the Work, Contractor shall store all materials and equipment in such a way
as to not obstruct or impede public travel or work on adjacent contracts. Contractor
shall not suspend the Work without written authority from the Engineer.
SUBSTANTIAL COMPLETION
When Contractor considers that the Work, or a portion thereof which the City agrees
to accept separately, is substantially complete, Contractor shall prepare and submit
to the Engineer a comprehensive list of items to be completed or corrected prior to
final payment. Failure to include an item on such list does not alter the responsibility
of Contractor to complete all Work in accordance with the Contract Documents.
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Upon receipt of Contractor’s list, the Engineer or the Inspector shall inspect the Work
to determine whether it is substantially complete. If the inspection discloses any
item, whether or not included on Contractor’s list, which is not sufficiently complete
in accordance with the Contract Documents so that the City can occupy or utilize the
Work or designated portion thereof for its intended use, Contractor shall, before
issuance of the Certificate of Substantial Completion, complete or correct such item.
In such case, Contractor shall then submit a request for another inspection by the
Engineer to determine Substantial Completion.
When the Work or designated portion thereof is substantially complete as
determined by the Engineer, the Engineer shall prepare a Certificate of Substantial
Completion that shall establish the date of Substantial Completion; establish
responsibilities of the City and Contractor for security, maintenance, damage to the
Work and insurance; and fix the time within which Contractor shall finish all items on
the list accompanying the Certificate. Warranties required by the Contract
Documents shall commence on the date of Substantial Completion of the Work or
designated portion thereof unless otherwise provided in the Certificate of Substantial
Completion.
The Certificate of Substantial Completion shall be submitted to the City and
Contractor for their written acceptance of responsibilities assigned to them in the
Certificate. Upon such acceptance, and consent of surety if any, the City shall make
payment of retainage applying to the Work or designated portion thereof. Such
payment shall be adjusted for Work that is incomplete or not in accordance with the
requirements of the Contract Documents.
DETERMINATION AND EXTENSION OF CONTRACT TIME FOR COMPLETION
Contractor shall perform fully, entirely, and in an acceptable manner, the Work
contracted for within the time stated in the Contract.
If Contractor finds that it will be impossible to complete the Work on or before the
Contract Time, Contractor shall request an extension of the Contract Time as set
forth in Section 4 of the Special Conditions.
In case such extension is not granted, the right to proceed with the Work may be
considered as forfeited as of the Contract Time, including all agreed upon
adjustments, and the City, without violating the Contract, may proceed immediately
to take over the Work, materials and equipment and make final settlement of costs
incurred as provided for in Paragraph 7 below, except that it shall not be necessary
to give Contractor written ten (10) days’ notice for such forfeiture.
FAILURE TO COMPLETE WORK ON TIME
Should Contractor fail to complete the Work on or before the Contract Time, taking
into consideration all agreed upon extensions, the City may permit Contractor to
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proceed and there shall be deducted from any monies due or that may become due
Contractor the amount agreed upon as liquidated damages under section 4 the
Special Conditions of the Agreement. Liquidated damages shall continue to accrue
until the unfinished Work is completed whether Contractor finishes the Work or the
Work is finished by an alternate contractor.
Permitting Contractor to continue and finish the Work or any part of it after the
Contract Time, or after the date to which the Contract Time may have been
extended, shall in no way operate as a waiver on the part of the City of any of its
rights. Neither by the taking over of the Work by the City, nor by the annulment of
the Contract, shall the City forfeit the right to recover liquidated damages from
Contractor or Contractor’s Surety for failure to complete the Contract.
RIGHT OF THE CITY TO DECLARE CONTRACTOR IN DEFAULT
In addition to those instances specifically referred to in the Contract Documents, the
City shall have the right to declare Contractor in default of the whole or any part of
the Work if:
A. Contractor becomes insolvent;
B. Contractor makes an assignment for the benefit of creditors pursuant to the
Statutes of the State of Minnesota;
C. A voluntary or involuntary petition in bankruptcy be filed by or against Contractor;
D. Contractor fails to commence work when notified to do so by the Engineer;
E. Contractor shall abandon the Work;
F. Contractor shall refuse to proceed with the Work when and as directed by the
Engineer;
G. Contractor shall, without just cause, reduce its working force to a number which,
if maintained would be insufficient, in the opinion of the Engineer, to complete the
Work in accordance with the approved progress schedule, and shall fail or refuse
to sufficiently increase such working force when ordered to so by the Engineer;
H. Contractor shall sublet, assign, transfer, convey or otherwise dispose of this
Contract other than as herein specified;
I. A receiver or receivers are appointed to take charge of Contractor's property or
affairs;
J. The Engineer shall be of the opinion that Contractor is or has been knowingly,
willfully or in bad faith, violating any of the provisions of this Contract;
K. The Engineer shall be of the opinion that Contractor is or has been
unnecessarily, unreasonable or willfully delaying the performance and completion
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of the Work, or the award of a necessary subcontract or the placing of necessary
material or equipment orders;
L. The Engineer shall be of the opinion that the Work cannot be completed within
the Contract Time, taking into consideration all agreed upon amendments to the
Contract Time; provided, however, that the impossibility of timely completion is,
in the Engineer's opinion, attributable to conditions within Contractor's control;
M. The Engineer shall be of the opinion that Contractor is not or has not been
executing the Contract in good faith and in accordance with its terms; or
N. The Work is not completed within t within the Contract Time, taking into
consideration all agreed upon amendments to the Contract Time.
Before the City shall exercise its right to declare Contractor in default by reason of
the conditions set forth in items numbered 1, 4-7, 10-13, or 14, it shall give
Contractor an opportunity to be heard, on two days’ notice, at which hearing
Contractor may have a stenographer present; provided, however, that a copy of
such stenographic notes, if any, shall be furnished to the City.
The right to declare in default for any of the grounds specified or referred to above
shall be exercised by sending Contractor a notice, signed by the Engineer, setting
forth the grounds upon which such default is declared. Upon receipt of such notice,
Contractor shall immediately discontinue all further operations under this Contract
and shall immediately quit the site, leaving untouched all plant, materials,
equipment, tools and supplies then on the site.
COMPLETION OF THE WORK AFTER DEFAULT
The City, after declaring Contractor in default, may then have the Work completed
by such means and in such manner, by contract with or without public letting or
otherwise, as it may deem advisable, utilizing for such purpose such of Contractor's
plant, materials, equipment, tools, and supplies remaining on the site, and also such
subcontractors as it may deem advisable.
After such completion, the Engineer shall make a certificate stating the expense
incurred in such completion, which shall include the cost of re-letting and also the
total amount of liquidated damages (at the rate provided for in the Specifications)
from the date when the Work should have been completed by Contractor in
accordance with the Contract Documents to the date of actual completion of the
Work. Such certificate shall be binding and conclusive upon Contractor in
accordance with the terms hereof to the date of actual completion of the Work. Such
certificate shall be binding and conclusive upon Contractor, Contractor’s Sureties,
and any person claiming under Contractor, as to the amount thereof.
The expense of such completion, as so certified by the Engineer shall be charged
against and deducted out of such monies as would have been payable to Contractor
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if it had completed the Work; the balance of such monies, if any, subject to the other
provisions of this Contract, to be paid to Contractor without interest after such
completion. Should the expense of such completion exceed the total sum which
would have been payable under this Contract if the same had been completed by
Contractor, any such excess shall be paid by Contractor to the City upon demand. If
Contractor fails to pay the City promptly for such excess costs, the City may at its
discretion submit a claim to Contractor’s Surety for such reimbursements.
PARTIAL DEFAULT
In case the City shall declare Contractor in default as to a part of the Work only,
Contractor shall discontinue such part, shall continue performing the remainder of
the Work in strict conformity with the terms of the Contract, and shall in no way
hinder or interfere with any other contractors or persons whom the City may engage
to complete the Work as to which Contractor was declared in default.
The provisions of the clauses herein relating to declaring Contractor in default as to
the entire Work shall be equally applicable to a declaration of partial default, except
that the City shall be entitled to utilize for completion of the Work as to which
Contractor was declared in default only such plant, materials, equipment, tools and
supplies as had been previously used by Contractor on such part.
TERMINATION OF CONTRACTOR'S RESPONSIBILITY
Except as otherwise provided for in these Specifications and in Contractor’s bond,
Contractor’s responsibility for all Work and materials under this Contract shall
continue until the expiration date of the warranty. The warranty shall commence on
the date of Final Completion of the Work.
SECTION VIII - MEASUREMENT AND PAYMENT
MEASUREMENT OF QUANTITIES
Measurement of all Work acceptably completed will be made in accordance with the
system in which the Contract is let, either U.S. Standard or International System
(metric). Such measurements will be used as a basis for the computation of the
quantities of Work performed. Quantities designated to be measured by linear units
will be taken horizontally. Where Work is to be paid for by units of length, area,
volume or mass, only the net amount of Work actually performed, as it shall appear
in the finished Work and measured as hereinafter specified shall be paid for, local
customs to the contrary notwithstanding. Calculation of area quantities where the
computation of the areas by geometric methods would be comparatively laborious, it
is stipulated and agreed that the City’s computer aided drafting system shall be used
as the method of measurement.
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SCOPE OF PAYMENT
Contractor shall receive and accept the compensation as herein provided, in full
payment for furnishing all materials, labor, tools, equipment, royalties, fees,
insurance, permits, bonds, etc., and for performing all Work contemplated and
embraced under the Contract, also for all loss or damage arising out of the nature of
the Work, or from the action of the elements, the expiration of the warranty to the
City, and for all risks connected with the prosecution of the Work, also for all
expenses incurred by, or in consequence of the suspension or discontinuance of
said prosecution of the Work as herein specified, and for completing all of the Work
embraced in the Contract.
WORK COVERED BY CONTRACT PRICE
Contractor shall, under Contractor’s contract unit prices, furnish and pay for, all
material and incidental work, furnish all accessories, and do everything which may
be necessary to carry out the Contract in good faith, which contemplates everything
completed, in good working order, of good material, with good and accurate
workmanship.
BASIS OF PAYMENT
Where Work is to be paid by linear, area, volume, mass, or by each individual units
Contractor’s cost for all materials, labor, tools and equipment required to complete
the Work, notwithstanding that while the Work may not be fully shown on the
drawings, it may be described in the Specifications and vice-versa.
PAYMENTS FOR INCREASED OR DECREASED QUANTITIES
Whenever the quantity of any item of Work as given in the Proposal shall be
increased or decreased, payment for such item of Work will be made on the basis of
the actual quantity completed at the unit price for such item named in the Proposal,
except as otherwise provided in Section III - Paragraph 2 of these General
Conditions, and in the detail Specifications for each class of Work.
PAYMENT FOR SURPLUS MATERIALS
Payment for materials that have been ordered in furtherance of the Work, but that
are not to be used because (1) of cancellation of the Contract or a portion thereof;
(2) of an order to terminate the Work before completion of the entire unit; or (3) the
quantity ordered by the Engineer was in excess of the quantity needed, will be made
in accordance with this section, unless Contractor or one of Contractor’s suppliers
elects to take possession of the surplus material without expense to the City.
Payment for surplus materials that have been purchased and shipped or delivered to
the Project will be made at the Contract bid price when the pay item covers the
furnishing and delivering of the material only.
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When the Contract bid price covers the furnishing and placing of the material, the
City will take possession of the surplus materials that have been purchased and
shipped or delivered to the Project, or will order the material returned to the supplier
for credit and will pay the Contractor the actual purchase price of the material plus
transportation costs, to which will be added fifteen percent (15%) of the total thereof,
and from which will be deducted any credits received by the Contractor for materials
returned.
Materials that have been ordered but have not been consigned for shipment shall be
paid for upon delivery the same as materials in transit or delivered only when the
supplier is unwilling to cancel or modify the order such as in the case of materials
requiring special manufacture, fabrication, or processing so as to be unsuitable for
general use.
In no case shall payment for surplus materials exceed the Contract Price for the
materials complete in place. Contractor shall furnish invoices or an affidavit showing
the purchase price and transportation charges on materials to be taken over by the
City.
Surplus materials that are taken over by the City shall be delivered to the storage
sites designated by the Engineer.
Except as above provided, no payment shall be made to Contractor for any
materials that are not incorporated in the Work. Materials shall be ordered in the
quantities needed unless a specific quantity is to be furnished by direct order of the
Engineer.
CLAIMS AND PROTESTS
A. General
A Claim is a demand or assertion by one of the parties seeking, as a matter of right,
payment of money, a change in the Contract Time, or other relief with respect to the
terms of the Contract. The term “Claim” also includes other disputes and matters in
question between the City and Contractor arising out of or relating to the Contract.
The responsibility to substantiate Claims shall rest with the party making the Claim.
This Section does not require the City to file a Claim in order to impose liquidated
damages in accordance with the Contract Documents.
B. Time Limit on Claims
The City and Contractor shall commence all Claims and causes of action against the
other and arising out of or related to the Contract, whether in contract, tort, breach of
warranty or otherwise, in accordance with the requirements of this Section and
within the period specified by applicable law, but in any case not more than one year
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after the date of Substantial Completion of the Work. The City and Contractor waive
all Claims and causes of action not commenced in accordance with this Section.
C. Notice of Claims
Claims by either the City or Contractor shall be initiated by notice to the other party
and shall be initiated within ten (10) days after occurrence of the event giving rise to
such Claim or within ten (10) days after the claimant first recognizes, or reasonably
should have recognized, the condition giving rise to the Claim, whichever is later.
Any Claim not made within ten (10) days shall be deemed waived.
D. Continuing Contract Performance
Pending final resolution of a Claim, except as otherwise agreed in writing, Contractor
shall proceed diligently with performance of the Contract and the City shall continue
to make payments in accordance with the Contract Documents. The Contract Price
and Contract Time shall be adjusted in accordance with the resolution of the Claim,
subject to the right of either party to proceed in accordance with this section.
E. Claims for Additional Cost
If Contractor wishes to make a Claim for an increase in the Contract Price, notice as
provided in Subsection 1C above shall be given before proceeding to execute the
portion of the Work that is the subject of the Claim. Prior notice is not required for
Claims relating to an emergency endangering life or property.
F. Claims for Additional Time
If Contractor wishes to make a Claim for an extension of the Contract Time,
Contractor shall request an extension as set forth in Section 4 of the Special
Conditions.
G. Mediation
Claims, disputes, or other matters in controversy arising out of or related to the
Contract, except those waived as provided for in the Contract Documents, shall be
subject to mediation as a condition precedent to commencement of litigation. The
parties shall endeavor to resolve their Claims by mediation which shall be
administered by a mediator mutually agreed upon by the parties.
A request for mediation shall be made in writing, delivered to the other party to the
Contract and shall be completed within ninety (90) days from the date the request for
mediation was delivered to the other party. The parties shall share the mediator’s
fee and any filing fees equally. The mediation shall be held in Hennepin County,
Minnesota, unless another location is mutually agreed upon. Agreements reached in
mediation shall be enforceable as settlement agreements in any court having
jurisdiction thereof.
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PAYMENT FOR UNCLASSIFIED AND FORCE ACCOUNT WORK
Unclassified Work authorized by the Engineer, will be paid for at a unit price, lump
sum or on a Force Account basis. All Force Account Work shall be paid for in the
following manner:
A. For all labor and foremen in the direct charge of the specific Work, Contractor will
receive the actual wages paid for each and every hour that said labor and
foreman are actually engaged in such Work, plus the cost of bond, insurance and
taxes, to which cost shall be added twenty (20) percent of the sum thereof. No
charge shall be made by Contractor for organization or overhead expense.
B. For all materials used, Contractor will receive the actual cost of such materials
including freight charges as shown by original receipted bills, to which cost shall
be added ten (10) percent of the sum thereof. Where materials are specifically
purchased for use on Unclassified Work but are taken from Contractor's stock,
Contractor shall submit an affidavit of the quantity, price and freight on such
materials in lieu of original bills and invoices. This affidavit shall be approved by
the Engineer.
C. For any machinery, trucks or equipment, including fuel and lubricants, which it
may be deemed necessary or desirable to use, Contractor will receive a
reasonable rental price, to be agreed upon in writing before such Work is begun,
for each and every hour that said machinery, trucks and equipment are in use on
such Work, and to which sum no percentage will be added. Such rental price
shall not exceed the rates established by the A.G.C. for this district.
The compensation as herein provided shall be received by Contractor as payment in
full for Unclassified Work done by Force Account and said twenty (20) percent for
labor and said ten (10) percent for materials shall be agreed to cover profit,
superintendence, general expense, overhead, and the use of small tools and
equipment for which no rental is allowed.
Contractor or Contractor’s representative and the Engineer or the Engineer’s
representative shall compare records of Force Account Work at the end of each day.
Copies of these records shall be made in triplicate on Force Account forms, provided
for this purpose by the Engineer and signed by both parties. To all such claims for
Force Account Work, Contractor shall attach receipted bills for, or affidavit of,
materials used and freight receipts covering freight on such materials used, and said
claims shall be presented to the Engineer for payment not later than the twentieth
(20th) day of the month following that in which the Work was actually performed and
shall include all labor charges and material charges insofar as they can be verified.
Should Contractor refuse or fail to prosecute such Unclassified Work as directed, or
to submit this claim as required, the City may withhold payment of all current
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estimates until Contractor's refusal or failure is eliminated, or, after giving Contractor
due notice, the City may make payment for said Work on a basis of a reasonable
estimate of the value of the Work performed.
PARTIAL PAYMENTS
Unless payments are withheld by the City for reasons herein before stated, payment
will be made at least once a month on a basis of ninety-five (95) percent of the Work
done, provided that the Work is progressing to the satisfaction of the Engineer;
provided further, however, that when ninety-five (95) percent or more of the Work is
completed, the City, in its sole discretion, may determine that something less than
five (5) percent need be retained to protect the City's interest in satisfactory
completion of the Contract.
Monthly estimates may include the value of acceptable materials required for the
Work, which have been delivered to the Project, and for which acceptable provisions
have been made for the preservation and storage. From the total value of the
materials so reported, five (5) percent shall be retained. Such material, when so
paid for by the City, shall become the property of the City and in the event of default
on the part of Contractor, the City may use or cause to be used such materials in the
construction of the Work provided for in the Contract. The amount thus paid by the
City for materials shall go to reduce estimates due Contractor as the materials are
used in the Work.
Minnesota Statutes, Sections 337.10, subd. 3 and 471.425, subd. 4a, requires that
Contractor pay any subcontractors within ten (10) days after receipt of payment from
the City for undisputed services provided by the subcontractor. Contractor shall
provide proof to the City of payment to subcontractors in the form of check copies or
receipts. If Contractor fails to make payments to subcontractors for undisputed
Work, Contractor shall pay interest of one and one-half percent (1-1/2%) per month
of any amounts not paid on time to subcontractors, with a minimum monthly interest
penalty payment of ten dollars ($10).
No release of any retained percentage will be made without the written approval of
the Surety or Sureties, which approval shall be obtained by Contractor. Any such
release may be optional with the City.
FINAL PAYMENT
Upon receipt of Contractor’s notice that the Work is ready for final inspection and
acceptance, the Engineer shall promptly make such inspection as provided in
section IV(10) of these General Conditions. When the Engineer finds the Work
acceptable under the Contract Documents and the Contract fully performed, the
Engineer will prepare a final estimate containing complete quantities of each and
every item of Work performed by Contractor, and the value thereof (the “Final Pay
Estimate”). Upon acceptance of the Final Pay Estimate by Contractor, the Engineer
will (i) issue a Certificate of Final Completion; (ii) forward the Certificate of Final
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Completion and Final Pay Estimate to the City Finance Director for payment; and (iii)
notify Contractor and Contractor’s Surety or Sureties of the acceptance of the Work.
The date of Final Completion of the Contract shall be the date on the Certificate of
Final Completion and the action of the City by which Contractor is bound and the
Contract concluded shall be evidenced by the Certificate of Final Completion and
Final Payment. All prior certificates or estimates upon which payments may have
been made are merely partial estimates and subject to correction in the final
payment.
CERTIFICATE OF COMPLIANCE OF MINNESOTA WITHHOLDING TAX
Final payment will not be made until Contractor shall have filed with the City
evidence, in the form of an affidavit, lien waiver or such other evidence as may be
required, that all claims against Contractor by reason of the Contract have been fully
paid or satisfactorily secured. In case such evidence is not furnished, the City may
retain out of any amount due said Contractor sums sufficient to cover all lienable
claims unpaid.
Before final payment is made for the Work on this project, Contractor must make a
satisfactory showing that it has complied with the provisions of Minnesota Statutes
Section 290.92 requiring the withholding of State Income Tax for wages paid
employees on this project. Receipt by the City Engineer of a Certificate of
Compliance from the Commissioner of Taxation will satisfy this requirement.
Contractor is advised that before such Certificate can be issued, Contractor must
first place on file with the Commissioner of Taxation an affidavit, in the form of an IC-
134, that Contractor has complied with the provisions of Minnesota Statutes Section
290.92.
SECTION IX - MISCELLANEOUS PROVISIONS
NONDISCRIMINATION.
Contractor agrees:
A. That it shall not, in the hiring of labor or employees for the performance of any
work under this Agreement, by reason of any race, creed, color, national origin,
sex, gender identity, sexual orientation, or disability discriminate against any
person who is qualified and available to perform the Work;
B. That it shall not, in any manner, discriminate against, intimidate or prevent the
employment of any person identified in clause (a) of this section, or on being
hired, prevent or conspire to prevent, the person from the performance of any
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work under this Agreement on account of the persons race, creed, color, national
origin, sex, gender identity, sexual orientation, or disability; and
C. That it shall not intentionally refuse to do business with, refuse to contract with, or
discriminate in the terms, conditions, or performance of any agreement related to
the Work to be performed under this Agreement because of a person’s race,
creed, color, national origin, sex, gender identity, sexual orientation, or disability,
unless the alleged refusal is because of a legitimate business purpose.
GOVERNMENT DATA.
Contractor acknowledges that, to the extent this Agreement requires Contractor to
perform a government function, all of the data created, collected, received, stored,
used, maintained or disseminated by Contractor in performing government functions
is subject to the requirements of the Minnesota Government Data Practices Act
(Minn. Stat. § 13.01 et. seq. the “MGDPA”), except to the extent the data is
privileged pursuant to an exception to or exclusion from the MGDPA, and that
Contractor must comply with the MGDPA as if Contractor were a government entity,
including the remedies in Minn. Stat. §13.08, subject to any other appropriate
exception to or exclusion from the MGDPA. Contractor agrees to promptly notify the
City of any request for data that Contractor receives related to this Agreement.
VENUE AND FORUM.
This Agreement shall be interpreted in accordance with Minnesota law and any suit
or litigation between the parties arising out of this Agreement shall be filed, tried and
litigated only in Hennepin County District Court in the state of Minnesota.
COUNTERPARTS.
This Agreement may be executed in any number of counterparts, including
electronically. Each counterpart constitutes an original and all counterparts
collectively constitute one and the same instrument. The signatures of the parties
need not appear on the same counterpart.
ELECTRONIC SIGNATURES.
Except as otherwise stated herein, documents executed, scanned and transmitted
electronically and electronic signatures shall be deemed original signatures for
purposes of this Agreement and all related matters. All scanned and electronic
signatures shall have the same legal effect as original signatures. This Agreement,
any other document necessary for the consummation of the transaction
contemplated by this Agreement may be accepted, executed or agreed to through
the use of an electronic signature in accordance with the Uniform Electronic
Transactions Act, Minnesota Statutes Chapter 325L. Any document accepted,
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executed or agreed to in conformity with such laws will be binding on each party as if
it were physically executed.
NOTICES.
Any notices or communications required or permitted by this Agreement must be (i)
given in writing; and (ii) personally delivered, mailed, by prepaid certified mail, or
transmitted by facsimile or electronic mail transmission (including email or PDF), to
the intended party at the mailing address or email address of such party as follows:
To City: To Contractor:
City of Golden Valley
Attn: Tim Kieffer
7800 Golden Valley Road
Golden Valley, MN 55427
tkieffer@goldenvalleymn.gov
SEVERABILITY
If any term or provision of the Contract Documents shall be invalid, illegal or
unenforceable, the validity, legality and enforceability of the remaining provisions
shall not in any way be affected or impaired thereby and such provision shall be
ineffective only to the extent of such invalidity, illegality or unenforceability.
NO WAIVER OF LEGAL RIGHTS
Duties and obligations imposed by the Contract Documents and rights and remedies
available thereunder shall be in addition to and not a limitation of duties, obligations,
rights, and remedies otherwise imposed or available by law. No action or failure to
act by the City, or Engineer shall constitute a waiver of a right or duty afforded them
under the Contract, nor shall such action or failure to act constitute approval of or
acquiescence in a breach thereunder, except as may be specifically agreed upon in
writing.
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CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER – 2025 REMODELING
GOLDEN VALLEY, MINNESOTA
QUETICA FILE NO. 24123
Supplementary Conditions 007300 - 1
SECTION 007300 – SUPPLEMENTARY CONDITIONS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Supplementary Conditions and
other Divisions 00 and 01 specification sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. The following amendments modify, delete, and/or add to Section 007200 the City of Golden
Valley General Conditions. Where any Article, paragraph or subparagraph in the referenced
Standard Agreement for Contract Services is supplemented by one of the following
paragraphs, the provisions of such Article, paragraph or subparagraph shall remain in effect
and the supplemental provisions shall be considered as added thereto. Where any Article,
paragraph or subparagraph of the referenced Standard Agreement for Contract Services is not
supplemented, amended, voided or superseded by any of the following paragraphs, the
provisions of such Article, paragraph or subparagraph not so amended, voided, or superseded
shall remain in effect. Amendments are as follows: In the event of a conflict, the
Supplementary Conditions shall govern.
1.2 SECTION I – GENERAL, 1. DEFINITIONS
Add Subsection Y. as follows:
Y. “Architect / Engineer” means Quetica, LLC, 5775 Wayzata Boulevard, Suite 700, St. Louis
Park, MN 55416.
1.3 SECTION III – SCOPE OF WORK, 3. CHANGES IN THE WORK
Add Subsection E. Changes as follows:
E. CHANGES
If any changes in the work are desired by the City, the Architect / Engineer will so notify the
Contractor and will furnish Contractor by means of drawings or otherwise, a complete
description of the changes. The Contractor shall promptly prepare and submit to the Architect
/ Engineer a firm proposal for the value of the changes and the additional time of completion
required, if any. The value of the changes shall be determined as follows:
i. If applicable unit prices are included in the Agreement, they shall be used.
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SCHEID PARK SHELTER – 2025 REMODELING
GOLDEN VALLEY, MINNESOTA
QUETICA FILE NO. 24123
Supplementary Conditions 007300 - 2
ii. If applicable unit prices are not included in the Agreement, the Contractor shall
prepare a detailed, unit priced, itemized proposal to include all direct costs from
certified payroll documents plus a percentage of said direct costs to cover
overhead and profit. The set amounts for percentage of markup for equipment,
materials, subcontractors, company overhead and profit shall be determined and
agreed to between the Contractor and the City prior to the award of the Contract.
If not prior agreed upon, the percentage for contractor actual documented cost
for subcontractors, equipment and supply materials shall be 5% and for complete
office overhead and profit 10%.
iii. For any Change Orders use the following costing format:
(No other format shall be acceptable)
Additional Costs
Supplies / Materials (itemized in units at cost)
Equipment cost (itemized at cost)
Subcontractor’s cost (itemized)
Contractor Labor hours at dollars/hour - (in units at cost)
Subcontractor’s fee at (mark-up 5 percent)
Contractor's overhead and profit (mark-up 10 percent)
TOTAL CHANGE ORDER
If the Contractor's proposal is acceptable, the Architect / Engineer will prepare a Change Order
in accordance therewith and submit same to the Contractor and to the City for acceptance and
signature. If the Contractor's proposal is not acceptable and prompt agreement between the
two parties cannot be reached, the City may order the Contractor to proceed with the work af-
ter submitting any or all labor, equipment and material unit cost required to perform work on a
cost-plus basis. A cost-plus basis is defined as the extra cost of the Contractor's labor, equip-
ment, materials, General Conditions, i.e. permits, insurance, etc. and other documented direct
costs, plus a percentage of said net costs to cover overhead and profit.
No extra work shall be done nor any obligation incurred for payment therefore except upon a
written work authorization, fully signed by the City. The Architect / Engineer will prepare the
directive and change order for the Contractor and City signatures, prior to proceeding.
1.4 SECTION III – SCOPE OF WORK, 7. PRE-CONSTRUCTION MEETING
Add Subsection 7. PRE-CONSTRUCTION MEETING as follows:
7. PRE-CONSTRUCTION MEETING
The Contractor and their subcontractors shall attend a pre-construction job meeting. Repre-
sentatives of the City and Architect / Engineer shall determine the meeting location, date and
time with the Contractor. The Contractor, the contractor's superintendent will provide on-site
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GOLDEN VALLEY, MINNESOTA
QUETICA FILE NO. 24123
Supplementary Conditions 007300 - 3
direction of all work activities. The contractor shall be prepared prior to the meeting to pro-
vide detailed information concerning: (1) Detailed critical path project schedule, including all
phases of work, i.e., demolition, site work, etc.; (2) Preparation of work area; and (3) Emergen-
cy Contacts. Construction meetings as necessary will be held to maintain the project schedule.
Contractor to have all submittals or concerns given to Architect / Engineer prior to meeting.
1.5 SECTION III – SCOPE OF WORK, 8. SUPERVISION AND CONSTRUCTION PROCEDURES
Add Subsection 8. SUPERVISION AND CONSTRUCTION PROCEDURES as follows:
8. SUPERVISION AND CONSTRUCTION PROCEDURES
The Contractor shall provide 24-hour emergency contacts. The Contractor shall be responsi-
ble for the total project and its coordination of their subcontractors as such shall have includ-
ed this coordination in their bid. The Contractor, in verbal and written notice, and by copying
the Architect / Engineer, shall coordinate and schedule all work to be completed in a timely
and properly scheduled method for the work. Each other Contractor or subcontractor shall
react and cooperate when notified or as required. Each Contractor or subcontractor is re-
sponsible for knowing their work, schedule, and the materials needed to meet that schedule.
The Contractor shall prepare the final critical path project schedule for review and approval by
the Architect / Engineer and City after Contract acceptance. Contractor's schedule shall meet
specifications and be coordinated with the City and Architect / Engineer. The Architect / Engi-
neer and City shall perform a final review for substantial completion that shall be completed
within two weeks after notice of substantial completion by Contractor. The Contractor shall
take all precautions necessary to safeguard the property from damage and the public from in-
jury during construction. The Contractor shall confine debris resulting from removal opera-
tions to the construction area so as to minimize any interruptions of the normal conditions of
the building occupants. Restrict all on-site activities to the immediate work areas shown on
plans. Protect all areas under construction from inclement weather conditions. The Contrac-
tor to provide building entry security in the construction areas during working hours. Contrac-
tor shall work directly with City to determine and arrange work schedules to assure proper se-
curity. Smoking will not be tolerated on City Property. Contractor shall coordinate with their
subcontractors and City, storage areas, parking, bathroom, field office, etc.
1.6 SECTION VI – LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC, 2. PERMITS AND LICENSES
Add the following to the end of Section VI – Legal Relations and Responsibility to Public,
Subsection 2. Permits and Licenses:
All expenses and cost of permits arising from or in conjunction with the provisions of this
contract shall be borne by the Contractor. The City has not applied for permits from federal,
city, state, or other agencies in jurisdiction. All permit fees shall be paid by the Contractor. All
provisions required by these agencies shall be adhered to. The Contractor shall submit a copy
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GOLDEN VALLEY, MINNESOTA
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Supplementary Conditions 007300 - 4
of the sign-off building permit indicating that the final inspection passed and that all building
permit and inspection requirements are met. Contractor shall be responsible to schedule all
required inspections with the Building Inspection Division or other agencies as required.
1.7 SECTION VIII – MEASUREMENT AND PAYMENT, 9. PARTIAL PAYMENTS
Add the following to the end of Section VIII – Measurement and Payment, Subsection 9. Partial
Payments:
Application for payment shall be made using AIA Document G702 Application and Certificate
for Payment and with AIA Document G703 Continuation Sheet. The City will retain, until final
payment, five (5) percent of the amount due to the Contractor on progress payments. A
maximum of one (1) application for payment is permitted per month. The application for
payment shall be submitted to the Architect / Engineer based on the valuation of the work
completed and materials at the site. The Architect / Engineer will submit the Contractors
application for payment to the City not later than two (2) weeks. The application for payment
will be reviewed and approved by the City within 30 days of the Architect / Engineer approval.
Lien waivers, utilizing the first payment grace method, will be required from all subcontractors
or material suppliers for aggregate amounts over $500.00.
1.8 SECTION VIII – MEASUREMENT AND PAYMENT, 12. CLOSEOUT SUBMITTALS
Add Subsection 12. CLOSEOUT SUBMITTALS as follows:
12. CLOSEOUT SUBMITTALS
The following closeout submittals must be submitted to the Architect/Engineer with the final
application for payment. Items submitted separately and not included with the final
application for payments will be returned to the Contractor.
1. Warranty to the Owner that all work, materials, and equipment are free and clear of all
liens, claims, security interests, and encumbrances.
2. Written notice that the Work required by the Contract has been completed by signing
the AIA Document G704 substantial completion.
3. Withholding Affidavit for Contractor (State Tax Form IC-134).
4. Contractors Affidavit of payments of debts and claims AIA-G706.
5. Contractors Affidavit of Release of Liens G706A
6. Consent of Surety Company to Final Payment AIA-G707.
7. Sign-off building permit indicating that the final inspection passed.
END OF SECTION 007300
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PAGE
1. GENERAL ......................................................................................................................... 1
2. PROJECT DESCRIPTION ................................................................................................ 1
3. QUALIFICATIONS OF BIDDER ........................................................................................ 1
4. STARTING AND COMPLETION TIME .............................................................................. 1
5. SCHEDULE AND CONSTRUCTION PHASING ................................................................ 2
6. SPECIFICATIONS WHICH APPLY ................................................................................... 2
7. REFERENCE .................................................................................................................... 3
8. PRE-CONSTRUCTION CONFERENCE ........................................................................... 3
9. SUPERVISION OF WORK: ............................................................................................... 3
10. EMERGENCY CONTACTS: .............................................................................................. 4
11. RESIDENT PROJECT REPRESENTATIVE ...................................................................... 4
12. SITE CONDITIONS ........................................................................................................... 4
13. MAINTENANCE OF EXISTING CITY UTILITIES .............................................................. 4
14. QUALITY CONTROL AND QUALITY ASSURANCE TESTING ......................................... 4
15. PROJECT ACCESS AND STAGING AREA ...................................................................... 5
16. UTILITY CONFLICTS ........................................................................................................ 5
17. EASEMENTS AND PERMITS ........................................................................................... 6
18. MEASUREMENT AND PAYMENT .................................................................................... 6
19. RESPONSIBILITY FOR DAMAGE CLAIMS (1714) ........................................................... 6
20. MOBILIZATION (2021) ...................................................................................................... 7
21. WATER USE ON PROJECT (2130) .................................................................................. 7
22. TRAFFIC CONTROL AND MAINTENANCE (2563) .......................................................... 7
23. PLANS AND SPECIFICATIONS……………………………………………………….. 8
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SPECIAL CONDITIONS
CITY OF GOLDEN VALLEY
FOR
CITY PROJECT NO. 24-13
SCHEID PARK SHELTER – 2025 REMODELING
BID OPENING: May 8, 2025
10:00 am CST
1. GENERAL: Instructions to Bidders and General Conditions as embodied in
these Contract Documents shall apply except as modified or supplemented in
these Special Conditions.
2. PROJECT DESCRIPTION: The contract Work includes furnishing of all labor and
material for the remodeling of the Scheid Park Shelter - 2025 Remodeling Project. A
general description of the work at the Scheid Park Shelter includes, but is not limited
to, remodeling the bathroom, addition of new windows, existing door replacement,
plumbing upgrades, and lighting upgrades.
See the Plans and Specifications for more detailed information.
3. QUALIFICATIONS OF BIDDER: Bidders are required to submit evidence that
they have practical knowledge of the particular work bid upon, and that they have
the financial resources to complete the proposed Work. Failure on the part of
any Bidder to carry out previous contracts satisfactorily or any bidder’s lack of
experience or equipment necessary for the satisfactory and timely completion of
this Project may be deemed sufficient cause for disqualification of said Bidder.
4. STARTING AND COMPLETION TIME: Contractor shall furnish all required
bonds and insurance within one (1) week of the award of the Contract by the
Golden Valley City Council.
All Work under this Contract must be Substantially Completed no later than
November 28, 2025 (the "Contract Time"),and be completed and ready for final
payment in accordance with Section I, Paragraph 1.J. of the General Conditions on
or before December 31, 2025 (the "Contract Time"). Contractor shall prosecute the
Work continuously and effectively, with the least possible delay, to the end that all
Work is completed within the Contract Time.
The City is entitled to damages for failure of the Contractor to complete the Work
within the Contract Time. In view of the difficulty in making a precise determination of
actual damages incurred, the City will assess a daily charge not as a penalty but as
liquidated damages to compensate the City for additional costs incurred.
If Contractor is delayed for any reason in the commencement or performance of
the Work, to the extent such delay will prevent the Contractor from completing
the Work (or any portion thereof) within the Contract Time, Contractor’s sole
remedy for such delay shall be an extension of the Contract Time. All such
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extension requests shall be made according to the requirements and procedures
set forth in Division I, 1806 (Determination and Extension of Contract Time) and
1403 (Notification for Contract Revisions) of the MnDOT shall apply, except as
modified or supplemented in these Special Conditions.
Without limiting the foregoing, if a conflict arises with existing private utilities
during the commencement or performance of the Work, Contractor shall proceed
to work in areas without such conflict until the conflicts are resolved. It is the
express understanding of the parties with regard to all Work that Contractor will
undertake its performance in a manner to avoid or minimize any delays that may
result from private utility conflicts or any other possible causes of delay.
5. SCHEDULE AND CONSTRUCTION PHASING: Contractor shall schedule its
work to minimize inconvenience to residents.
This Work must be completed according to the following phasing requirements.
Contractor shall submit to the Engineer for review and approval, a detailed critical
path phasing plan and schedule a minimum of one (1) week before the pre-
construction conference. The schedule must detail all controlling operations.
Working hours for this project shall be limited to 7:00 a.m. to 7:00 p.m., Monday
through Saturday, except as otherwise stated in the Contract Documents, unless
approved in writing by the City Engineer. Contractor shall schedule its work to
comply with this requirement.
Contractor shall perform some Work at times other than those indicated if
the Engineer deems it is in the best interest of the City and the property
owners affected. No claims for extra compensation will be considered for
complying with this requirement.
6. SPECIFICATIONS WHICH APPLY: The Specifications which apply to the Work
shown in the Plans shall be as follows:
A. These Special Conditions.
B. Standard Utilities Specifications for Watermain and Service Line
Installation, Sanitary Sewer and Storm Sewer Installation, and Trench
Excavation and Backfill/Surface Restoration, most current edition, as
prepared by the City Engineers Association of Minnesota (CEAM) and
published by the League of Minnesota Cities, St. Paul, Minnesota, except
as modified or supplemented in these Special Conditions. Copies of the
Standard Utilities Specifications are available from the Minnesota Society
of Professional Engineers by calling 651.292.8860, or from the CEAM
website at http://ceam.org/.
C. Division I, 1507 (Utility Property and Service) and Division I, 1512
(Unacceptable and unauthorized work) of the MnDOT Specification shall
apply, except as modified or supplemented herein.
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D. Division II (Construction Details) and Division III (Materials) of the MnDOT
Specification shall apply, except as modified or supplemented herein.
7. REFERENCE: All references in the Specifications and Special Conditions to
“MnDOT Specification” are intended to mean the Minnesota Department of
Transportation’s “Standard Specifications for Construction,” most current edition,
and its supplements. All reference therein to the State, the Department, the
Department of Transportation of the State of Minnesota and the Commissioner
shall be read as reference to the City.
8. PRE-CONSTRUCTION CONFERENCE: Prior to the beginning of construction
operations, a pre-construction conference shall be held, and shall be attended by
the authorized representatives of the City, the Engineer in charge of the Project,
utility companies and persons of the contracting firm or firms who will have direct
responsibility for workmanship and/or materials used on the Project. The
conference will disclose all aspects for execution and schedule of the Work.
Agreement on any and all questionable measurements, materials, methods or
other matters shall be made at this conference.
Contractor shall submit the following at the preconstruction conference:
Critical path phasing plan and schedule, which details all controlling
operations. This shall be submitted a minimum of one (1) week before
the pre-construction conference.
General project contact information including emergency contacts
Subcontractor list (discussed under Section 3 of these Special Conditions)
Material supplier list
Traffic Control plan
9. SUPERVISION OF WORK: Contractor shall provide a competent, reliable
Superintendent to be present at all times when Work is in progress in accordance
with Section 1506 of the MNDOT Standard Specifications for Construction and
as modified herein.
The Superintendent shall act as Contractor’s representative and supervise all of
Contractors and subcontractors forces through all phases of operations of the
Work. Contractor shall not replace the Superintendent without written
authorization by the Engineer.
The Superintendent shall not change with phases of the Work nor shall a
subcontractor’s superintendent act as the Contractor’s Superintendent.
Additionally, the Superintendent shall not be a working foreman of the Contractor
or subcontractor.
The Superintendent shall have the authority to represent the Contractor in all
issues that may arise during execution of the Work, and to obtain all the
equipment and manpower needed to perform the Work as outlined in the Plans
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and as directed by the Engineer. All orders from the Engineer shall be directed to
the Contractor through the Superintendent.
10. EMERGENCY CONTACTS: Contractor shall provide the City, at or before the
pre-construction conference, with a list of emergency contacts. This list shall
include a telephone number to contact the Project superintendent 24-hours a day
until all of the Work is completed, as well as additional 24-hour emergency
contacts for all subcontractors.
11. RESIDENT PROJECT REPRESENTATIVE: The Engineer shall designate an
Inspector for this project. The Inspector shall have the same authority as that
specified for the Inspector in MnDOT Specification 1510 and the General
Conditions of these Specifications.
In order to ensure all communication to residents on this project is uniform and
complete, Contractor shall direct all communication to the City . Contractor
shall, however, be responsible for disseminating daily construction notices, or
other communication as directed by the Engineer, to the residents on a daily
basis indicating construction operations and access conflicts. Failure to
disseminate such information, as directed by the Engineer, shall be cause for the
City to withhold all compensation due.
12. SITE CONDITIONS: Contractor shall be required to keep the Project site in a
clean, orderly condition at all times. Littering of cans, bottles or other
garbage/debris will not be tolerated. Contractor shall submit a plan to the
Engineer for approval, for debris and waste disposal within the Project area. It
shall include, but not be limited to, providing a dumpster for debris and waste
materials.
13. MAINTENANCE OF EXISTING CITY UTILITIES: The City has cleaned and
televised all sanitary sewer lines and storm sewer lines prior to construction.
Contractor shall be responsible for keeping all utilities clean during construction
including but not limited to gate valve stacks, utility lines, and manholes. In the
event debris is found during the post-construction televising of sewers, the
City may, at its discretion, clean all remaining sewers to be televised with
its own or contracted forces. All costs associated with such cleaning shall
be billed to Contractor or withheld from monies due.
14. QUALITY CONTROL AND QUALITY ASSURANCE TESTING: Contractor shall
be responsible for quality control testing in accordance with the current Schedule
for Material Testing found on the MnDOT website
http://www.dot.state.mn.us/materials/lab.html., as amended in these
Specifications. All costs for such testing shall be included in the unit prices for
the items to be tested.
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All testing must be done by a laboratory experienced with the testing procedures
required by MnDOT and approved by the Engineer. Certification of such
experience shall be submitted to the Engineer at the pre-construction
conference.
Contractor shall also cooperate with the Engineer in collecting companion
samples in accordance with MnDOT Specifications to verify Contractor’s test
results. Collecting companion samples shall be considered incidental for which
no direct compensation shall be made. The City will be responsible for testing
such samples provided by Contractor at its cost. The Engineer shall contact
Contractor so they may be represented during sampling, and assist as
necessary.
15. PROJECT ACCESS AND STAGING AREA: Construction traffic access to the
Project areas shall be limited to City streets where rehabilitation is occurring
under this project, and federal, state and county highways and City streets as
approved by the Engineer, or as otherwise noted in the plans.
The use of other non- designated routes shall be cause for ticketing. This
requirement shall not waive Contractor’s obligation to comply with existing
statutes, local ordinances or any other existing laws; nor shall it waive the
governing authority from assigning penalty for violating such statutes, ordinances
or laws.
Construction staging area to be submitted and approved by the City. This
requirement shall not waive Contractor’s obligation to comply with existing
statutes, local ordinances or any other existing laws; nor shall it waive the
governing authority from assigning penalty for violating such statutes, ordinances
or laws.
No extra compensation will be allowed for extra construction costs
due to these restrictions.
16. UTILITY CONFLICTS: In order to minimize inconvenience to adjacent property
owners and expedite the Project, Contractor shall be expected to coordinate its
efforts with the private utility companies so the Work can be done in a timely
manner. Contractor shall schedule or redirect its Work to ensure that utility
company relocates, installations and/or removals do not impede progress of the
Project. Contractor shall also coordinate all unanticipated utility relocations or
adjustments determined to be necessary to complete the Work. The City will be
responsible for costs incurred by the utility companies for unanticipated
relocations and adjustments only in cases where prior, written authorization to
perform the utility work is provided by the Engineer.
Contractor waives claims for any and all costs or damages due to alleged delay,
disruption or acceleration, and releases the City from any such claims, to the
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extent the claim is due to the failure of any private utility with facilities affected by
the Project to promptly relocate, remove, or adjust such facilities.
No claims for extra compensation to perform the Work in accordance with
the Plans that are due to conflicts with in-place utilities shall be
considered. Likewise, no claim for delays due to conflicts with in-place
utilities shall be considered. (Also see Special Conditions Section 4 with
regard to utility company requirements)
17. EASEMENTS AND PERMITS: The City shall work to obtain all required
permanent and temporary easements and permits for this project with the
exception of the following:
A. The Contractor shall also obtain a Right-of-Way Permit from the City. The
Contractor shall comply with all terms and requirements of the permits. No
additional permit fees or securities will be required to obtain these permits over
the Contract Performance and Payment Bonds required in Section II, Item 2
“Requirements of Contract Bond” of the General Conditions of this Contract.
18. MEASUREMENT AND PAYMENT: Payment for all items shall be by the unit
price bid.
Items on the Proposal Form have been listed in a logical order. However, items
from any section may be used for like work on any part of this project, not only
the section they are listed under. No claims for additional compensation for use
of an item for work under a different section will be considered.
Measurement for all items not specifically described in these Specifications shall
be done in accordance with MnDOT Standard Specifications.
Contractor shall submit all final quantities to the City within one month after wear
course paving. Should Contractor’s final quantities not be submitted within the
required time, it shall be understood that the City’s Quantities for the Work are
accepted by Contractor.
Unclassified work authorized by the Engineer, will be paid for on a force account
basis according to Section VIII, Item 8 of the General Conditions.
19. RESPONSIBILITY FOR DAMAGE CLAIMS (1714): The provisions of MnDOT
Specification 1714 are supplemented as follows:
Contractor must have the City of Golden Valley, and Short Elliott
Hendrickson Inc. named as additional insureds on any insurance
coverage Contractor is required to provide.
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20. MOBILIZATION (2021): The lump sum for mobilization is to include all aspects
of work in accordance with MnDOT Specification 2021. This lump sum price
specified under Bid Item 1 – Mobilization also covers all other incidentals not
specified that are required to complete the project.
21. WATER USE ON PROJECT (2130): Contractor will not be charged for any
project related water use. However, to receive permission to take water from
hydrants, Contractor shall be required to obtain a meter from the City Utilities
Maintenance Department (763.593.3962). The meter requires a one thousand
seven hundred fifty dollar ($1,750.00) deposit, which will be refunded when
Contractor returns the meter in good condition.
22. TRAFFIC CONTROL AND MAINTENANCE (2563): Contractor shall maintain
traffic at all times during construction in accordance with the current Minnesota
Manual of Uniform Traffic Control Devices (MMUTCD) and its supplements, and
as it may be deemed necessary by the Engineer. Contractor shall submit a
temporary traffic control plan two weeks prior to construction.
In the event that the City must install additional signs for traffic control for safety
purposes, the cost for such measures shall be billed to Contractor or withheld
from monies due. In order to facilitate project safety, Contractor shall
position and schedule deliveries of all materials to be incorporated into the
Work, such as pipe and castings, to minimize conflict with traffic flow.
Failure to cooperate with the Engineer in this respect shall authorize the
Engineer to have such materials removed from the Project by any means
available until their use is imminent. The costs associated with such
removal and return to the Project site shall be borne by Contractor with no
additional compensation.
Throughout construction, Contractor shall provide safe and adequate access at
all times for residents, property owners and emergency vehicles. Access shall
include the maintaining of ingress and egress of private driveways throughout
construction except during Work related excavations, and concrete placement
and curing. It is anticipated that parking will need to be restricted to one side of
the street during construction. Contractor shall be responsible under this item
for providing and installing temporary parking restriction signing as
directed by the Engineer.
Throughout the duration of construction, Contractor shall coordinate with the City
a minimum of at least twenty-four (24) hours in advance, any inconveniences to
local businesses and property owners. The City will provide Contractor with
printed door hangers that shall be placed in resident’s doors by Contractor no
later than 5:00 p.m. the day before work is to begin. Contractor is responsible
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for notifying property owners of any limited access at least twenty-four (24)
hours in advance.
23. PLANS AND SPECIFICATION:
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SECTION 01 45 33
CODE-REQUIRED SPECIAL INSPECTIONS AND PROCEDURES
PART 1 GENERAL
1.01 DEFINITIONS
A.Code or Building Code: ICC (IBC), International Building Code, Most Recent Edition Adopted
by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements and
specifically, Chapter 17 - Special Inspections and Tests.
B.Authority Having Jurisdiction (AHJ): Agency or individual officially empowered to enforce the
building, fire, and life safety code requirements of the permitting jurisdiction in which the Project
is located.
C.Testing: Evaluation of systems, primarily requiring physical manipulation and analysis of
materials, in accordance with approved standards.
D.Inspection: Evaluation of systems, primarily requiring observation and judgment.
E.Special Inspection:
1.Special inspections are inspections and testing of materials, installation, fabrication,
erection or placement of components and connections mandated by the AHJ that also
require special expertise to ensure compliance with the approved Contract Documents and
the referenced standards.
2.Special inspections are separate from and independent of tests and inspections conducted
by Owner or Contractor for the purposes of quality assurance and contract administration.
F.Structural Testing: Structural testing includes those tests of structural items required by the
2012 IBC, as adopted by the 2015 Minnesota State Building Code, or its referenced standards,
and other tests, which in the professional judgment of the Structural Engineer of Record, are
critical to the integrity of the building structure and are indicated to be performed under the
requirements of this section.
G.Architect of Record: The prime consultant in charge of overall design and coordination of the
project.
H.Structural Engineer of Record (SER): The licensed professional engineer in responsible charge
of the structural design for the project.
I.Licensed Structural Engineer: A professional engineer with education and experience in the
design of structures similar to this project licensed to practice in the State in which the Project is
located.
J.Testing Agency (TA): The properly qualified firm performing testing services.
K.Special Inspector (SI): A properly qualified individual or firm performing special inspections.
L.Building Official: The officer or their duly authorized representative charged with the
administration and enforcement of the building code for the project.
1.02 SUBMITTALS
A. Special Inspection Agency Qualifications: Prior to the start of work, the Special Inspection
Agency is required to:
1. Submit agency name, address, and telephone number, names of full time registered
Engineerand responsible officer.
2. Submit copy of report of laboratory facilities inspection made by NIST Construction
Materials Reference Laboratory during most recent inspection, with memorandum of
remedies of any deficiencies reported by the inspection.
3. Submit certification that Special Inspection Agency is acceptable to AHJ.
4. Have available testing equipment that is calibrated, at reasonable intervals, by devices of
accuracy traceable to either the National Bureau of Standards, or to accepted values of
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natural physical constants.
5.Provide individuals performing tests and taking samples with appropriate certifications for
work performed.
B.Testing Agency Qualifications: Prior to the start of work,the Testing Agency is required to:
1.Submit agency name,address,and telephone number,and names of full time
____________and responsible officer.
2.Submit copy of report of laboratory facilities inspection made by NIST Construction
Materials Reference Laboratory during most recent inspection,with memorandum of
remedies of any deficiencies reported by the inspection.
3.Submit certification that Testing Agency is acceptable to AHJ
4.Have available testing equipment that is calibrated,at reasonable intervals,by devices of
accuracy traceable to either the National Bureau of Standards,or to accepted values of
natural physical constants.
5.Provide individuals performing tests and taking samples with appropriate certifications for
work performed.
C.Fabricator's Qualification Statement: Fabricator is required to submit documentation of
fabrication facilities and methods as well as quality control procedures.Include documentation
of AHJ approval.
D.Special Inspection Reports: After each special inspection,Special Inspector is required to
promptly submit at least one copies of report;one to Architect,Building Official,Contractor and
one to the SER.
E.Test Reports: After each test or inspection,promptly submit at least one copy of report;one to
Architect,Contractor,Building official and one to SER.
F.Certificates: When specified in individual special inspection requirements,Special Inspector
shall submit certification by the manufacturer,fabricator,and installation subcontractor to
Architect and AHJ,in quantities specified for Product Data.
1.Indicate material or product complies with or exceeds specified requirements. Submit
supporting reference data,affidavits,and certifications as appropriate.
1.03 PAYMENT
A.Owner or Architect/SER,acting as the Owner's agent,will employ and pay for services of the
special inspectors and testing agency to perform required structural testing and special
inspection.
B.Unless noted otherwise,the Contractor shall provide and pay for all materials,samples,mock-
ups,and assemblies required for testing and inspection and shall pay for shipping costs related
to delivery of such items. Testing agency will pay for shipping costs of samples transported
from site to lab.
C. If items requiring testing or inspection are enclosed,embedded or obscured prior to testing or
inspection or if such items are placed without tests or inspections,the Contractor shall pay for
the costs of any exploratory work deemed necessary by the Architect/SER to verify compliance
with the Contract Documents.
D.Contractor shall pay for the costs of any retests or re-inspections caused by work that does not
comply with the Contract Documents based on initial tests or inspections,or work that is later
revised or replaced by the Contractor. This does not include revisions requested by the Owner.
1.04 SPECIAL INSPECTION AGENCY
A.Owner or Architect will employ services of a Special Inspection Agency to perform inspections
and associated testing and sampling in accordance with ASTM E329 and required by the
building code.
B.Employment of agency in no way relieves Contractor of obligation to perform work in
accordance with requirements of Contract Documents.
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1.05 TESTING AND INSPECTION AGENCIES
A.Owner or Architect may employ services of an independent testing agency to perform additional
testing and sampling associated with special inspections but not required by the building code.
B.Employment of agency in no way relieves Contractor of obligation to perform work in
accordance with requirements of Contract Documents.
1.06 QUALITY ASSURANCE
PART 2 PRODUCTS -NOT USED
PART 3 EXECUTION
3.01 SCHEDULE OF SPECIAL INSPECTIONS,GENERAL
A.Frequency of Special Inspections: Special Inspections are indicated as continuous or periodic.
1.Continuous Special Inspection: Special Inspection Agency is required to be present in the
area where the work is being performed and observe the work at all times the work is in
progress.
2.Periodic Special Inspection: Special Inspection Agency is required to be present in the
area where work is being performed and observe the work part-time or intermittently and
at the completion of the work.
3.02 SPECIAL INSPECTION AGENCY DUTIES AND RESPONSIBILITIES
A.Special Inspection Agency shall:
1.Attend preconstruction meeting to review scope of special inspection.
2.Sign the structural testing and special inspection schedule in conjunction with other
responsible parties.
3.Inspect the work assigned for conformance with the building department approved plans,
specifications,and applicable material and workmanship provisions of the code. Perform
inspection in a timely manner to avoid delay of work.
4.Provide qualified personnel at site. Cooperate with Architect and Contractor in
performance of services.
5.Perform specified sampling and testing of products in accordance with specified reference
standards.
6.Ascertain compliance of materials and products with requirements of Contract Documents.
7.Promptly notify Architect and Contractor of observed irregularities or non-compliance of
work or products.If not corrected within 24 hours or if inspector will not be on site the
following day,bring to the attention of the SER by the end of the business day. If
uncorrected after a reasonable period of time,bring to the attention of the Building Official,
and to the Architect. Notify SER immediately if non-conforming items are enclosed,
embedded,or obscured prior to verification of correction.
8.Perform additional tests and inspections required by Architect.
9.Submit reports of all tests or inspections specified.
END OF SECTION
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SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes requirements for temporary utilities, support facilities, and security and
protection facilities.
1.2 USE CHARGES
A. General: Installation and removal of and use charges for temporary facilities shall be included
in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services
and facilities without cost, including, but not limited to, Owner, Architect / Engineer, testing
agencies, and authorities having jurisdiction.
B. Water and Sewer Service from Existing System: Water from Owner's existing water system is
available for use without metering and without payment of use charges. Provide connections
and extensions of services as required for construction operations.
C. Electric Power Service from Existing System: Electric power from Owner's existing system is
available for use without metering and without payment of use charges. Provide connections
and extensions of services as required for construction operations.
1.3 INFORMATIONAL SUBMITTALS
A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for
construction personnel.
B. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having
jurisdiction. Indicate Contractor personnel responsible for management of fire prevention
program.
1.4 QUALITY ASSURANCE
A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary
electric service. Install service to comply with NFPA 70.
B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each
temporary utility before use. Obtain required certifications and permits.
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C. Accessible Temporary Egress: Comply with applicable provisions in the U.S. Architectural &
Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and
ICC/ANSI A117.1.
1.5 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume
responsibility for operation, maintenance, and protection of each permanent service during its
use as a construction facility before Owner's acceptance, regardless of previously assigned
responsibilities.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Chain-Link Fencing: Minimum 2-inch, 0.148-inch-thick, galvanized-steel, chain-link fabric
fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch - OD line
posts and 2-7/8-inch - OD corner and pull posts, with 1-5/8-inch - OD top rails.
B. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inch-thick, galvanized-steel, chain-link
fabric fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch- OD
line posts and 2-7/8-inch- OD corner and pull posts, with 1-5/8-inch-OD top and bottom rails.
Provide concrete or galvanized-steel bases for supporting posts.
2.2 TEMPORARY FACILITIES
A. Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature
controls, and foundations adequate for normal loading.
B. Common-Use Field Office: Of sufficient size to accommodate needs of Owner, Architect /
Engineer, and construction personnel office activities and to accommodate Project meetings
specified in other Division 01 Sections. Keep office clean and orderly.
C. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate
materials and equipment for construction operations.
2.3 EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by
locations and classes of fire exposures.
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PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference
with performance of the Work. Relocate and modify facilities as required by progress of the
Work.
B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities
are no longer needed or are replaced by authorized use of completed permanent facilities.
3.2 TEMPORARY UTILITY INSTALLATION
A. General: Install temporary service or connect to existing service.
1. Arrange with utility company, Owner, and existing users for time when service can be
interrupted, if necessary, to make connections for temporary services.
B. Water Service: Install water service and distribution piping in sizes and pressures adequate for
construction.
C. Water Service: Connect to Owner's existing water service facilities. Clean and maintain water
service facilities in a condition acceptable to Owner. At Substantial Completion, restore these
facilities to condition existing before initial use.
D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of
construction personnel. Comply with requirements of authorities having jurisdiction for type,
number, location, operation, and maintenance of fixtures and facilities.
E. Electric Power Service: Connect to Owner's existing electric power service. Maintain
equipment in a condition acceptable to Owner.
F. Telephone Service: Provide temporary telephone service in common-use facilities for use by all
construction personnel. Provide superintendent with cellular telephone.
3.3 SUPPORT FACILITIES INSTALLATION
A. Traffic Controls: Comply with requirements of authorities having jurisdiction.
1. Protect existing site improvements to remain including curbs, pavement, and utilities.
2. Maintain access for fire-fighting equipment and access to fire hydrants.
B. Parking: Use designated areas of Owner's existing parking areas for construction personnel.
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C. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction.
Maintain Project site, excavations, and construction free of water.
1. Dispose of rainwater in a lawful manner that will not result in flooding Project or
adjoining properties or endanger permanent Work or temporary facilities.
2. Remove snow and ice as required to minimize accumulations.
D. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.
1. Identification Signs: Provide Project identification signs as indicated on Drawings.
2. Temporary Signs: Provide other signs as indicated and as required to inform public and
individuals seeking entrance to Project.
a. Provide temporary, directional signs for construction personnel and visitors.
3. Maintain and touchup signs so they are legible at all times.
E. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle
waste from construction operations. Comply with requirements of authorities having
jurisdiction.
F. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.
1. Truck cranes and similar devices used for hoisting materials are considered "tools and
equipment" and not temporary facilities.
3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities,
and other improvements at Project site and on adjacent properties, except those indicated to
be removed or altered. Repair damage to existing facilities.
B. Environmental Protection: Provide protection, operate temporary facilities, and conduct
construction as required to comply with environmental regulations and that minimize possible
air, waterway, and subsoil contamination or pollution or other undesirable effects.
C. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types
needed to protect against reasonably predictable and controllable fire losses. Comply with
NFPA 241; manage fire prevention program.
1. Prohibit smoking in construction areas.
2. Supervise welding operations, combustion-type temporary heating units, and similar
sources of fire ignition according to requirements of authorities having jurisdiction.
3. Develop and supervise an overall fire-prevention and -protection program for personnel
at Project site. Review needs with local fire department and establish procedures to be
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followed. Instruct personnel in methods and procedures. Post warnings and
information.
3.5 MOISTURE AND MOLD CONTROL
A. Contractor's Moisture Protection Plan: Avoid trapping water in finished work. Document
visible signs of mold that may appear during construction.
B. Exposed Construction Phase: Before installation of weather barriers, when materials are
subject to wetting and exposure and to airborne mold spores, protect materials from water
damage and keep porous and organic materials from coming into prolonged contact with
concrete.
3.6 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and
abuse, limit availability of temporary facilities to essential and intended uses.
B. Maintenance: Maintain facilities in good operating condition until removal.
C. Termination and Removal: Remove each temporary facility when need for its service has
ended, when it has been replaced by authorized use of a permanent facility, or no later than
Substantial Completion. Complete or, if necessary, restore permanent construction that may
have been delayed because of interference with temporary facility. Repair damaged Work,
clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.
END OF SECTION 015000
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Selective Structure Demolition 024119 - 1
SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Section Includes:
1. Demolition and removal of selected portions of building or structure.
2. Work of this Section includes the removal and disposal of two (2) existing exterior doors
and frames, three (3) interior doors and frames, CMU walls, concrete floor, CMU / brick
for new window openings, plumbing fixtures, and other items identified in the contract
documents.
3. The temporary removal and reinstallation of mechanical and/or electrical items as
required for the remodeling work and/or as identified in the contract documents
4. The removal and disposal of abandon mechanical and/or electrical items as identified in
the contract documents.
5. Contractor to take all measures to ensure that debris does not spill into the interior of
the building during the entire construction project.
6. Protect existing building, site yard, trees, landscaping, walkways, driveways, streets, etc.
including utilities which are to remain from damage. Contractor to be responsible for
replacement of any damaged items.
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1.3 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of them off-site unless
indicated to be removed and salvaged or removed and reinstalled.
B. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and
reinstall where indicated.
1.4 INFORMATIONAL SUBMITTALS
A. Predemolition Photographs or Video: Submit before Work begins.
1.5 FIELD CONDITIONS
A. Owner will occupy interior portions of building immediately below and adjacent to selective
demolition area. Conduct selective demolition so Owner's operations will not be disrupted.
B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as
far as practical.
C. Notify Architect / Engineer of discrepancies between existing conditions and Drawings before
proceeding with selective demolition.
D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the
Work.
1. If suspected hazardous materials are encountered, do not disturb; immediately notify
Architect / Engineer and Owner. Hazardous materials will be removed by Owner under
a separate contract.
E. Storage or sale of removed items or materials on-site is not permitted.
F. Utility Service: Maintain existing utilities indicated to remain in service and protect them
against damage during selective demolition operations.
1. Maintain fire-protection facilities in service during selective demolition operations.
PART 2 - PRODUCTS
2.1 PEFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before
beginning selective demolition. Comply with hauling and disposal regulations of authorities
having jurisdiction.
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B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demolition
operations.
B. Survey existing conditions and correlate with requirements indicated to determine extent of
selective demolition required.
C. When unanticipated mechanical, electrical, or structural elements that conflict with intended
function or design are encountered, investigate and measure the nature and extent of conflict.
Promptly submit a written report to Architect / Engineer.
D. Usually retain first option in first paragraph below. Retain second option if selective
demolition is complex or if the potential for catastrophic loss is present. OSHA regulations
require only that a "competent person" perform an engineering survey before building
demolition begins.
E. Survey of Existing Conditions: Record existing conditions by use of measured drawings,
preconstruction photographs, and/or preconstruction videos.
3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and
protect them against damage.
B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify,
disconnect, and seal or cap off indicated utility services and mechanical/electrical systems
serving areas to be selectively demolished.
1. Owner will arrange to shut off indicated services/systems when requested by
Contractor.
2. Arrange to shut off indicated utilities with utility companies.
3. If services/systems are required to be removed, relocated, or abandoned, provide
temporary services/systems that bypass area of selective demolition and that maintain
continuity of services/systems to other parts of building.
4. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC
systems, equipment, and components indicated to be removed.
a. Equipment to Be Removed: Disconnect and cap services and remove equipment.
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b. Equipment to Be Removed and Reinstalled: Disconnect and cap services and
remove, clean, and store equipment; when appropriate, reinstall, reconnect, and
make equipment operational.
3.3 PREPARATION
A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal
operations to ensure minimum interference with roads, streets, walks, walkways, and other
adjacent occupied and used facilities.
1. Comply with requirements for access and protection specified in Section 015000
"Temporary Facilities and Controls."
B. Temporary Facilities: Provide temporary barricades and other protection required to prevent
injury to people and damage to adjacent buildings and facilities to remain.
3.4 SELECTIVE DEMOLITION, GENERAL
A. General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within limitations
of governing regulations and as follows:
1. Do not use cutting torches until work area is cleared of flammable materials. Maintain
fire watch and portable fire-suppression devices during flame-cutting operations.
2. Locate selective demolition equipment and remove debris and materials so as not to
impose excessive loads on supporting walls, floors, or framing.
3. Dispose of demolished items and materials promptly.
B. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse.
2. Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous materials
necessary to make item functional for use indicated.
C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Architect / Engineer, items may be removed
to a suitable, protected storage location during selective demolition and cleaned and
reinstalled in their original locations after selective demolition operations are complete.
3.5 DISPOSAL OF DEMOLISHED MATERIALS
A. General: Except for items or materials indicated to be reused, reinstalled, or otherwise
indicated to remain Owner's property, remove demolished materials from Project site and
legally dispose of them.
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1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces
and areas.
3. Remove debris from elevated portions of building by chute, hoist, or other device that
will convey debris to grade level in a controlled descent.
B. Burning: Do not burn demolished materials.
C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.
3.6 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective
demolition operations. Return adjacent areas to condition existing before selective demolition
operations began.
END OF SECTION 024119
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POST-INSTALLED ANCHORS 03 15 10 -1
SECTION 03 15 10
POST-INSTALLED ANCHORS
PART 1 GENERAL
1.01 SUBMITTALS
A.Product Data:Submit data for proprietary materials,manufacturer’s specifications (including
finishes and/or materials),Material Safety Data Sheets (MSDS)and installation procedures.
B.Test Reports:ICC-ES or IAPMO-UES listings.
1.02 SUBSTITUTIONS
A.Only manufacturers with an ICC-ES or IAPMO listing will be considered for substitution
requests.
B.The contractor shall submit for Engineer-of-Record’s review,calculations that are prepared &
sealed by a registered Professional Engineer demonstrating that the substituted product is
capable of achieving the pertinent equivalent performance values of the specified product using
the appropriate design procedure and/or standard(s)as required by the Building Code. In
addition,the calculations shall specify the diameter and embedment depth of the substituted
product.
C. Any increase in material costs for such submittal shall be the responsibility of the contractor.
PART 2 PRODUCTS
PART 3 EXECUTION
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SECTION 03 30 00
CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.01 SUBMITTALS
A.Product Data: Submit manufacturers'data on manufactured products showing compliance with
specified requirements and installation instructions.
B.Test Reports: Submit report for each test or series of tests specified.
C.Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.
1.02 LEED SUBMITTALS
A.This project will be certified under the US Green Building Council's Leadership in Energy and
Environmental Design Program Credits (USGBC LEED 2009 for New Construction).
B.Submit documentation accordant with Section 01 33 29 Sustainable Design Reporting for:
1.RECYCLED CONTENT (MR Credits 4.1 &4.2):Use materials with recycled content such
that the sum of post-consumer recycled content plus one-half of the pre-consumer content
constitutes at least 10%(based on cost)of the total value of the material in the project.
a.Include statement indicating costs for each product having recycled content.
2.REGIONAL MATERIALS (MR Credits 5.1 &5.2):Use building material or products that
have been extracted,harvested,or recovered,as well as manufactured,within 500 miles
of the project site for a minimum of 10%(based on cost)of the total material value.
a.Include statement indicating costs for each product that is regionally manufactured.
3.INNOVATION IN DESIGN (ID Credit 1.1):Achieve a net 40%reduction in portland cement
content,over conventional all portland cement mixes,for all concrete used on the project.
Provide the following documentation:
a.Total cubic yards of cast in place concrete for the project.
b.Standard 28-day strength concrete mix designs from the concrete producer,in
accordance with ACI 301,for each concrete mix required for the project,to include
the quantity of portland cement for each mix in pounds per cubic yard.
c.Quantity of portland cement reduced and/or replaced for each mix in pounds per
cubic yard.
d.Temperature on day of pour if cold weather mix is used.
e.Calculation demonstrating that a minimum 40%average reduction in the amount of
portland cement has been achieved over the standard mix designs for the total of all
cast-in-place concrete.
1.03 QUALITY ASSURANCE
A.Perform work of this section in accordance with ACI 301 and ACI 318.
B.Follow recommendations of ACI 305R when concreting during hot weather.
C.Follow recommendations of ACI 306R when concreting during cold weather.
D.For slabs required to include moisture vapor reducing admixture (MVRA),do not proceed with
placement unless manufacturer's representative is present for every day of placement.
E.Fiber reinforcing supplier shall have no less than five (5)years of satisfactory product
performance experience with the approved product.
F.Pre-Installation Conference: Prior to installation of any concrete,a conference shall be held at
the Project Site.General Contractor,ready-mix supplier,admixture supplier,concrete,
formwork,and reinforcing subcontractors,Engineer,Special Inspectors,Independent Testing
Laboratory,moisture vapor reducing admixture manfacturer or authorized representative,and
other subcontractors whose work requires coordination with this Work shall attend.
Specification requirements,submittals,materials,proposed mix designs,methods and
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procedures associated with this Work will be reviewed to assist in determining acceptable
methods and procedures for achieving the specified concrete quality.
G.Concrete Supplier Qualifications: The concrete supplier must be Certified by the MVRA
manufacturer.
H.Concrete Finishers Qualifications: The concrete finisher must be Certified by the MVRA
manufacturer.
I.Moisture Testing: The MVRA supplier shall perform all moisture testing. MVRA manufacturer
shall issue warranty prior to start of installation of flooring and moisture sensitive adhesives and
coatings of any type.
J.Bond Testing: Warranted moisture sensitive coatings and adhesives must be installed by each
subcontractor in coordination with MVRA manufacturer. Bond test results will be evaluated by
MVRA manufacturer as part of the warranty process.
K.Source Limitations: Obtain each type of concrete moisture vapor reducing admixture from
same manufacture.
1.04 MATERIAL DELIVERY,HANDLING,AND STORAGE
A.Materials shall be delivered in the Manufacturer's undamaged,unopened containers. Each
container shall be clearly marked with the product name,manufacturer's name,batch number,
component designation,and ratio of component mixtures.
B.Provide equipment and personnel to handle the materials by methods that prevent damage.
C.Promptly inspect shipments to assure that materials comply with requirements,quantities are
correct,and materials are undamaged.
D.Store materials in accordance with the Manufacturer's instructions,with seals and label intact
and legible.Maintain temperatures within the Manufacturer's recommended ranges.
E.Comply with manufacturer's written instructions for handling and storage of MVRA prior to
adding to concrete batch.
F.Furnish delivery tickets with each load of concrete delivered to the Project. Information on each
ticket shall be as required by ASTM C94 and shall also include: type of concrete (mix number),
weights of all ingredients,maximum aggregate size,type,brand,and amount of admixture,
total water in the batch,maximum amount of water that can be added at the site without
exceeding design mix proportions,and amount of water added at site and initials of person
adding water. Retain tickets until substantial completion unless directed otherwise.
1.05 NATIONAL VOLATILE ORGANIC COMPOUND (VOC)EMISSION STANDARDS
A.All products shall comply with the E.P.A.rulings establishing national v.o.c.emission standards
for architectural coatings as listed in the Federal Register:September 11,1998 (Volume 63,
Number 176),[Rules and Regulations][Page 48848-48887].
1.06 WARRANTY
A.Slabs with Porosity Inhibiting Admixture (PIA)or Moisture Vapor Reducing Admixture (MVRA):
Provide warranty to cover cost of flooring failures due to moisture migration from slabs for life of
the concrete.
1.Include cost of repair or removal of failed flooring,placement of topical moisture
remediation system,and replacement of flooring with comparable flooring system.
2.Provide warranty by admixture manufacturer matching terms of flooring adhesive or
primer manufacturer's material defect warranty.
PART 2 PRODUCTS
2.01 FORMWORK
A.Comply with requirements of Section 03 10 00.
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2.02 REINFORCEMENT MATERIALS
A.Comply with requirements of Section 03 20 00.
2.03 CONCRETE MATERIALS
A.Cement: ASTM C150/C150M,Type I -Normal Portland type.
B.Fine and Coarse Aggregates:ASTM C33/C33M.
1.Maximum aggregate size is specified in mix design schedule.
2.Alkali Silicate Reactivity: Expansion of fine aggregate tested per ASTM C1260 shall not
exceed 0.15%. If fly ash or other pozzolans are used to reduce shrinkage to meet this
requirement,expansion of fine aggregate tested per ASTM C1260 without fly ash or other
pozzolans shall not exceed 0.25%.
C.Lightweight Aggregate: ASTM C330/C330M.
D.Fly Ash:ASTM C618,Class C or F.
E.Ground Granulated Blast-Furnace Slag: ASTM C989,Grade 100 or 120.
F.Water:ASTM C1602/C1602M;clean,potable,and not detrimental to concrete.
G.Synthetic Micro Fiber Reinforcing: 100%virgin polyolefin (polypropylene or polyethylene),
fibrillated,graded or minimum ¾"uniform length,ASTM C1116,Type III. Fibermesh 300:
Propex Concrete Systems,Grace Fibers: W.R.Grace,Ultra-Net: Forta Fibers,and approved
equal.
H.Synthetic Macro Fiber Reinforcing: 100%virgin polyolefin (polypropylene or polyethylene),
monofillament,non-fibrillated,1.5-2"long,L/D aspect ratio 50-100,ASTM C1116,Type III.
Fibermesh 650: Propex Concrete Systems,Strux 90/40: W.R.Grace,Forta-Ferro:Forta
Fibers,and approved equal.
1.Blended synthetic macro fiber and micro fiber reinforcing with macro fibers meeting the
above may be used. Novomesh 950: Propex Concrete Systems.
2.Tested in concrete to meet requirements of ICC AC32. Tests for concrete over steel deck
and fire-resistance only required for concrete used over steel deck.
I.Steel Fiber Reinforcing: Cold drawn steel wire,ASTM A820,Type I,1.5-2"long.
1.Blended steel fiber and synthetic micro fiber reinforcing with steel fibers meeting the
above may be used.Novomesh 850: Propex Concrete Systems.
2.Tested in concrete to meet requirements of ICC AC208. Tests for concrete over steel
deck and fire-resistance only required for concrete used over steel deck.
2.04 ADMIXTURES
A.Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight
of cement.
B.Air Entrainment Admixture: ASTM C260/C260M.
C.High Range Water Reducing Admixture: ASTM C494/C494M Type F.
D. Accelerating Admixture:ASTM C494/C494M Type C.
E.Water Reducing Admixture: ASTM C494/C494M Type A.
F.Prohibited Admixtures: Calcium chloride,thiocyanates or admixtures containing more than
.05%chloride ions.
G.Do not use accelerating or retarding admixtures without written approval of the Architect.
2.05 ACCESSORY MATERIALS
A.Underslab Vapor Retarder:See Section 07 21 00 -Insulation
B.Underslab Vapor Retarder: Multi-layer,fabric-,cord-,grid-,or aluminum-reinforced
polyethylene or equivalent,complying with ASTM E 1745,Class A;maximum water vapor
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permeance 0.04 perm;stated by manufacturer as suitable for installation in contact with soil or
granular fill under concrete slabs.Include manufacturer's recommended joint sealing tape and
mastic. Tape and mastic to have maximum permeance of 0.3 perm.
C.Non-Shrink Cementitious Grout: Premixed compound consisting of non-metallic aggregate,
cement,water reducing and plasticizing agents.
D.Granular fill over vapor retarder: Clean mixture of crushed aggregates and sand,ASTM D448,
size 10,with 85-100%passing the No.4 sieve and 10-30%passing the No.100 sieve. Meet
requirements of ASTM C33 for deleterious substance limits in fine aggregates.
2.06 BONDING AND JOINTING PRODUCTS
2.07 CURING MATERIALS
A.All curing agents and sealers shall have no adverse affect on finishes,traffic topping,MVRA or
other sealers. Coordinate with the appropriate finish manufacturer and receive written
confirmation before applying.
B.Curing and Sealing Compound,Low Gloss: Liquid,membrane-forming,clear,non-yellowing
acrylic;complying with ASTM C1315 Type 1 Class A.
C.Exterior Concrete Curing Compound: Wax base,membrane forming curing compound,ASTM
C309,Type II,white pigmented.
D.Moisture-Retaining Sheet: ASTM C171.
2.08 CONCRETE MIX DESIGN
A.Submit concrete mix design for each type of concrete at least 30 days prior to the proposed
start of placement. Mix designs must be reviewed prior to pouring concrete.Review is for
conformance with specification requirements only. Contractor is responsible for performance.
B.Concrete shall conform to the requirements of ASTM C94 (Option A)unless other requirements
of this project specification are more stringent.
C.Provide concrete with workability such that it will fill the forms,without voids or honeycombs,
when properly vibrated,without permitting materials to separate or excess water to collect on
the surface.
D.Slump at point of discharge:5"max.for concrete without superplasticizer and 9"max.for
concrete with superplasticizer,8-10"max.for masonry grout.
E.Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations.
F.Proportioning Structural Lightweight Concrete: Comply with ACI 211.2 recommendations.
G.Concrete Strength: Establish required average strength for each type of concrete on the basis
of field experience or trial mixtures,as specified in ACI 301.
H.Admixtures:Add acceptable admixtures as recommended in ACI 211.1 and at rates
recommended or required by manufacturer.
I.Obtain approval of the MVRA supplier for the mix design. MVRA supplier will provide specific
testing and warranty information in accordance with application requirements.
J.
PART 3 EXECUTION
3.01 PREPARATION
A.Verify that anchors,seats,plates,reinforcement and other items to be cast into concrete are
accurately placed,positioned securely,and will not interfere with concrete placement.
B.Do not embed pipes other than non-aluminum electrical conduit or snow melting pipes in any
structural concrete.
1.Any pipes embedded in concrete,even those meeting the guidelines given herein,are
subject to acceptance by Architect. Remove any unacceptable pipes.
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2.Outside diameter of pipes placed in slabs and walls shall not exceed 25%of the thickness
of the slab or wall and shall be placed in groups of not more than 3. Space pipes within a
group at not less than 4 diameters clear. Space groups of pipes at not less than 48
diameters clear.
3.Maximum total dimension or area of pipes and their fittings embedded in concrete beams
and columns shall not exceed,at any location,15%of least section dimension or 4%of
the gross cross sectional area.
C.Where new concrete is to be bonded to existing or previously placed concrete,clean existing
surface to remove dust,dirt,grease,oil,curing compounds and other items that would be
detrimental to bonding.Saturate existing surface with clean water (8 hours minimum),remove
excess water,and slush with a neat cement grout immediately before placing new concrete.
D.Protect existing concrete work to be exposed to view and other finished materials from damage
and staining resulting from concreting operations. Cover sills,ledges and other surfaces with
protective coverings as necessary to protect the work.
E.Slabs on Grade:
1.Verify subgrade compaction tests have been performed and are accepted.
2.Verify subgrade is level and within acceptable tolerances.
3.Verify subgrade is substantially dry with no freestanding water,muddy spots,or soft spots
and is free from snow or ice.
4.Verify completion of all underfloor mechanical and electrical work.
5.Provide 3 inch minimum cover bottom and 3 inch minimum cover sides at electrical
conduits and other embedded items.
F.Vapor Barrier Placement
1.Install in accordance with ASTM E1643 and manufacturer's written instructions.
a.Place with longest dimension parallel with the direction of the concrete pour.
b.Lap over footings and seal to foundation walls with vapor-proofing mastic.
c.Overlap joints 6 inches minimum and seal with manufacturer's tape.
d.Seal all penetrations including,but not limited to,pipes,conduits,columns,and piers
with pipe boots in accordance with manufacturer's written instructions. No unsealed
penetrations will be permitted.
e.Repair damaged areas by applying patches of vapor barrier,overlapping damaged
area 6"and sealing on all four sides with tape.
3.02 NON-COMPOSITE (UNBONDED)TOPPING AND SELF LEVELING UNDERLAYMENT
A.Clean existing surface to remove dust,dirt,grease,oil,curing compounds and other items that
would be detrimental to bonding.
B.Saturate existing surface with clean water (8 hours minimum),remove excess water.
3.03 COMPOSITE (BONDED)FLOOR TOPPING AND PARKING RAMP CURBS
A.Prior to placing floor topping,roughen substrate concrete surface and remove deleterious
material by sandblasting or shotblasting.Broom and vacuum clean.After cleaning,blow
surface with oil-free compressed air.
B.Pre-wet surface to saturate the concrete and keep continuously wet for a minimum of 8 hours
prior to topping slab placement.Remove any standing water.
C.Apply sand and cement slurry coat on base course,immediately prior to placing toppings.Do
not allow to dry out prior to casting the topping slab.
D.Place concrete floor toppings to required lines and levels.
E.Screed toppings level and finish to tolerance specified for floor finish.
3.04 CONCRETE MIXING
A.Transit Mixers: Comply with ASTM C 94/C 94M.
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B.Use cooled or heated water in accordance with ACI 306 and 305.
C.Air-entraining and chemical admixtures, if approved, shall be charged into mixer as a solution
and dispensed by an automatic dispenser or similar metering device. Powdered admixtures
shall be weighted or measured by volume as recommended by the manufacturer.
Superplasticizer may be added at the job site to maintain slump.
D.Dispense MVRA admixture in compliance with the approved mix design and supplier's
recommendations and written instructions.
E.Two or more admixtures may be used in same concrete, provided such admixtures are added
separately during batching sequence. Admixtures used in combination shall retain full
efficiency and have no deleterious effect on concrete or on properties of each other.
F.For fiber reinforced concrete, introduce fibers to mix when recommended by fiber supplier to
maximize disbursement through the mix and to minimize balling of fibers.
G.Ready mixed concrete shall be transported to the site in watertight agitator or mixer trucks
loaded not in excess of rated capacities. Schedule and dispatch trucks from the batching point
so that they shall arrive at the site of the work just before the concrete is required to avoid
excessive mixing of concrete while waiting.
H.Discharge at the site shall begin within one (1) hour after charging. Concrete may be used as
long as it is of such slump that it can be placed and properly consolidated without the addition
of water to the batch (other than water added prior to the start of discharge as given below). If
elapsed time since batching exceeds 90 minutes, or if drum has revolved more than 300
revolutions since batching, test air content, slump, and temperature for conformance to this
specification prior to placing. In no case shall the time between batching and complete
discharge exceed 120 minutes. Do not permit retempering of concrete. Discard concrete that
has obtained its initial set.
I.Do not add water after the initial introduction of the mixing water for the batch, except at the
start of discharge, subject to the conditions below. In this case, the producer may add water in
an amount not exceeding that allowed to achieve the design water/cement ratio. The drum
blades shall then be turned an additional 30 revolutions minimum at mixing speed. Water shall
not be added to the batch at any later time. Reject concrete if water is added and these
conditions are not met.
1.The measured slump of the concrete is less than that specified in the mix design.
2.No more than 60 minutes have elapsed from the time of batching.
3.The ready-mix plant is notified and approves.
4.Truck tickets indicate maximum amount of water to be added.
5.Water is added in a manner to control volume.
6.Special Inspector is notified, if concrete placement requires inspection.
J.Maximum concrete temperature delivered to Project site shall be 85 degrees F.
K.To use materials other than those accepted originally, or if the materials from the source
originally accepted change in characteristics, make additional tests with proposed new
materials that will verify production of concrete meeting with the stated requirements without
causing objectionable change in the color or appearance of the structure. Pay the testing
agency for these additional tests. Do not use concrete made from such different materials until
the Architect has given their approval.
L.If, during the progress of the work, it is impossible to secure concrete of the required workability
and strength with the materials being furnished by the Vendor, the Architect may order such
changes in the proportions or materials, or both, as may be necessary to secure the desired
properties, subject to the stated requirements. Make any changes so ordered without extra
compensation.
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3.05 PLACING CONCRETE
A.Place concrete in accordance with ACI 304R.Follow recommended practice of ACI 304R.
B.Place concrete for floor slabs in accordance with ACI 302.1R.
C.Notify MVRA supplier a minimum of 10 days prior to the placement of the first batch of treated
concrete.
D.Do not place in rain,sleet or snow unless exposed concrete surface is protected from moisture.
E.If,for any reason,the concrete pour is delayed for more than 45 minutes,bulkhead pour at last
acceptable construction joint. Immediately remove excess concrete and clean all forms and in
situ concrete surfaces.
F.Do not permit concrete to drop more than 4 feet from its point of release to mixers,hoppers,or
conveyances. Use tremmies,chutes,or pumps as necessary to place columns and walls.
G.Deposit concrete in wall forms in layers not greater than 24 inches in depth. Consolidate each
layer before the succeeding layer is placed.
H.Place concrete as near as possible to its final position to prevent segregation. Do not use
vibrators to transport concrete.
I.IDo not interrupt successive placement;do not permit cold joints to occur.
J.Maintain records of concrete placement. Record date,location,quantity,air temperature,and
test samples taken.
K.Immediately remove concrete spilled on existing surfaces.
L.Concrete at tops of forms: Strike concrete at top of wall,footing,and pier forms. Smooth and
float to texture comparable to adjacent formed surfaces.
M.Finish floors level and flat,unless otherwise indicated,within the tolerances specified below.
N.Finish floors level and flat,unless otherwise indicated,within the tolerances specified below.
3.06 CONCRETE FINISHING
A.Concrete Finish Schedule
1.Concealed walls,columns,beams,and slabs:As-cast rough form finish.
2.Exposed walls,columns,beams,and wall caps:Smooth form finish.
3._____and as noted on the drawings:Smooth rubbed finish
4.Exposed interior concrete floors and floors to receive carpeting:Troweled finish.
5.Floors to receive sand bed terrazzo:Floated finish.
6.Floors to receive topping or mortar setting beds for tile or pavers:Scratched finish.
7.Exterior platforms,aprons,ramps,loading docks,and garage slabs:Broom finish.
8.Exposed concrete stair treads:Non-slip finish.
9.Floors to receive thin-set ceramic tile,resilient flooring,and vinyl tile:Flat troweled finish.
B.Formed Surfaces
1.Repair surface defects,immediately after removing formwork.
2.Provide finishes per ACI 301 as scheduled and to the following tolerances.
3.Rough Form Finish:Rub down or chip off fins or other raised areas 1/2 inch or more in
height.Rough form finish per ACI 301.Class C surface per ACI 117.
4.Smooth Form Finish:Rub down or chip off and smooth fins or other raised areas 1/8 inch
or more in height.Smooth form finish per ACI 301.Class B surface per ACI 117.
a.Where scheduled herein or noted on drawings provide the following improved
surfaces and additional architectural finish.
1)Smooth Rubbed Finish:Wet concrete and rub with carborundum brick or other
abrasive,not more than 24 hours after form removal.Class A surface per ACI
117
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C.Unformed Surfaces
1.Provide finishes per ACI 301 as scheduled and to the following tolerances (F Numbers)
per ACI 117 and measured according to ASTM E1155.
a.Troweled Finish:Moderately flat tolerance.
1)F(F):Specified Overall Value of 25;Minimum Localized Value of 15.
2)F(L):Specified Overall Value of 20;Minimum Localized Value of 12.
b.Flat Troweled Finish:Flat tolerance
1)F(F):Specified Overall Value of 35;Minimum Localized Value of 21.
2)F(L):Specified Overall Value of 25;Minimum Localized Value of 15.
c.Scratched Finish:Conventional tolerance.
1)F(F):Specified Overall Value of 20;Minimum Localized Value of 12.
2)F(L):Specified Overall Value of 15;Minimum Localized Value of 10.
d.Broom Finish:Moderately flat tolerance.
1)F(F):Specified Overall Value of 25;Minimum Localized Value of 15.
2)F(L):Specified Overall Value of 20;Minimum Localized Value of 12.
e.Floated Finish:Conventional tolerance.
1)F(F):Specified Overall Value of 20;Minimum Localized Value of 12.
2)F(L):Specified Overall Value of 15;Minimum Localized Value of 10.
f.Non-Slip Finish:Broom finish or a troweled finish with a "dry shake"abrasive
application,wet abrasive prior to installation,and apply at a rate not less than 25
pounds per 100 square feet.Moderately flat tolerance.
1)F(F):Specified Overall Value of 25;Minimum Localized Value of 15.
2)F(L):Specified Overall Value of 20;Minimum Localized Value of 12.
2.Clean exposed concrete to remove laitance,efflorescence and stains.
3.07 CURING AND PROTECTION
A.Comply with requirements of ACI 308R. Immediately after placement,protect concrete from
premature drying,excessively hot or cold temperatures,and mechanical injury.
END OF SECTION
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SECTION 040100 – MASONRY RESTORATION
PART 1 - GENERAL
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Section Includes:
Work under this Section includes re-pointing and brick replacement, cleaning, and
restoration of the existing masonry as required for the installation of the new openings
in the existing masonry walls and items identified in the contract documents.
1.3 SUBMITTALS
A. A tuckpointed sample area is to be completed for approval prior to proceeding on any of the
other work.
B. Submit samples of mortar color to match against adjacent building face to Architect and
Owner for approval prior to proceeding with work.
1.4 REFERENCE STANDARDS
The following specifications and standards are hereby incorporated:
A. Mortar for Unit Masonry C476-63
B. Mortar and Grout for Reinforced Masonry C476-63
C. Work shall be in accordance with current recommendations of the Brick Industry
Association/National Concrete Masonry Association.
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1.5 DELIVERY AND STORAGE
A. Masonry units shall be delivered and handled, strapped or tied together on pallets or other
suitable cartons, to prevent chipping and breakage. Units shall be covered from wetting by
waterproof tarp.
B. Protect masonry restoration materials during storage from wetting by rain or ground water.
C. Protect mortar components from deterioration by moisture and temperature. Store in dry
location or in covered containers. Keep containers tightly closed. Follow material
manufacturer’s recommendations for storage. Protect mortar components from
contamination by intermixture with earth or other materials. Cover sand aggregate stockpile.
D. Protect liquid components from freezing. Comply with manufacturer’s recommendation for
minimum and maximum temperature requirements for storage.
1.6 PROJECT CONDITIONS
A. Hot and Cold Weather requirements: When ambient temperature rises above 32°C (90°F) or
falls below 4°C (40°F), perform masonry construction in conformance with the Masonry
Industry Council Recommendations.
B. Do not lay masonry units, tuck point mortar joints, wash down or wet surfaces without heated
enclosures when temperature is less than, or will drop below 4°C (4°F) within 48 hours
C. Protection:
1. Protect areas of removed and newly installed masonry from moisture penetration at the
completion of each day’s work. Secure coverings against wind.
2. Protect trees, shrubs, lawns and other features remaining as a portion of final
landscaping.
3. Protect surrounding surfaces from damage by covering, masking, sealing or other means
of protection. Immediately remove mortar that contacts surfaces, which are not to
receive mortar.
4. Provide ¾” plywood over 1” expanded polystyrene insulation for protection of the
existing roof membrane a minimum of 8’ from adjacent walls; on traffic paths; and
under staging equipment.
5. Immediately report any damage to the Owner and Architect/Engineer.
PART 2 - PRODUCTS
2.1 MASONRY MATERIALS
A. Face Brick:
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1. ASTM C216, SW Grade, Type FBS, regarding dimensions, defects, compressive strength,
suction, durability by C/B ratio, absorption and efflorescence, freeze/thaw testing and
other project references.
2. Match existing brick in size, color, and texture; with equivalent physical properties of
existing units.
3. Approved By Owner
B. Concrete Masonry Units:
1. Concrete block: ASTM C90
2.2 MORTAR MATERIALS
A. Portland Cement: ASTM C150, Type 1.
B. Quick Lime: ASTM C5
C. Hydrated Lime: ASTM C207
D. Masonry Cement: ASTM C91
E. Water: Shall be clean and free of deleterious amounts of acids, alkalis, or organic materials.
F. Aggregates: For masonry mortar ASTM C144.
G. No admixtures will be allowed unless approved by the Owner's representative and the
Architect.
2.3 MORTAR PROPERTIES
A. Mortar shall conform to the property specifications of ASTM C270 and the following:
B. Compressive Strength: The average compressive strength of three (3) 2 inch cubes of mortar
shall not be less than 750 psi at 28 days for the Type S mortar.
2.4 2.4 CLEANERS
A. Cleaners: Shall be ProSoCo Sure Klean 600, Enviro Clean, as manufactured by ProSoCo, or
approved equal/ manufacturer’s recommendation. Contact Tri-G products, Inc., 13210 141 st
Lane NW, Andover, Minnesota, 55304, Phone: (952) 881-9497, Fax: (763) 413-1768. For
product customer care / technical support call 1-800-255-4255.
1. Miscellaneous Cleaning:
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a. Dirt, chalking, grease, and oil: Wash with a solution of ½ cup of trisodium
phosphate, ¼ cup of household detergent, and 3 quarts of warm water. Rinse
thoroughly with fresh water.
b. Fungus and mold: Wash with a solution of ½ cup of trisodium phosphate, ¼ cup of
household detergent, 1 quart 5% sodium hypochlorite solution, and 3 quarts of
warm water. Rinse thoroughly with fresh water.
c. Efflorescence: Remove by scraping with wire brush followed by washing with a
5%-10% by weight aqueous solution of hydrochloric (muriatic) acid. Do not allow
acid to remain on the surface for more than five minutes before rinsing with fresh
water. Do not acid clean more than 4 square feet of surface per worker at one
time.
d. Water: Portable, clean, free of oils, acids, alkalis, salts, organic matter, or other
substances in amounts that may be harmful to mortar, grout, or embedded
materials.
e. Brushes: Fiber bristles only.
f. Spray equipment: Provide necessary equipment for the controlled spraying of
water at the required pressure.
PART 3 - EXECUTION
3.1 MORTAR
A. Mortar for installation by this Section is proportioned and mixed as specified above.
B. Tempering: The consistency of mortar may be adjusted to the satisfaction of the mason, but
only as much water shall be added as is necessary to obtain desired workability. All mortar
shall be used within 2 hours of mixing or it shall not be utilized.
C. Types of Mortar: All mortar used for repointing shall be Type S – premixed, except as noted for
Historical Buildings.
3.2 REPOINTING WORK
A. Solid tuck pointing includes all mortar joints for removal and repointing in a specified area.
B. Spot tuck pointing includes the removal and repointing of only cracked or deteriorated mortar
joints as determined by the Architect/Engineer, in specifically designated areas for a specified
amount (i.e.; linear feet, square feet, or percentage of elevation).
C. Cutting: Mortar joints shall be cut to a depth of approximately 1 , with air driven grinding
machines. Unsound mortar shall be removed until a base of sound material is reached. Joints
shall be of width to match existing. All interior corners of the joints shall be square. Only
experienced personnel shall be allowed to operate grinding equipment. Do not spall edges of
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masonry units or widen joints. Replace units that become damaged (not to be included in brick
replacement allowance).
D. Cleaning of Joints: After the old mortar is cut out, the joints shall be thoroughly cleaned of all
dust and loose mortar, using direct air pressure on the existing cut joints, to be followed by the
water wash not exceed 500 psi.
E. After cleaning of all joints, re-grout joints full depth of the rake, leaving exposed face slightly
recessed. Take care to ensure mortar does not get on faces of brick/ CMU. "Scrub" techniques
shall not be used.
F. All areas of the CMU that are to be tuckpointed shall be wet down with potable water. Joints
shall be kept damp during the tuckpointing operation. The new mortar shall be put into place
by the use of proper tools. Where the joints are deeper than 1 ", the mortar shall be placed in
two (2) layers. The first layer shall be allowed to setup until thumb print hard before the
second layer is added; then tooled to a concave joint not to extend over the front surface of
the brick. When the mortar joint has set, the new joints shall be brushed with a soft bristle
brush to remove all edges of mortar. Extreme care shall be taken to remove any concrete that
falls on the face of the stone.
1. Packing and Pointing: All joints shall be completely filled using the proper tools. Care
should be taken that too much mortar is not applied at one time. Small amounts of
mortar shall be placed and forced back to the foundation of the joint, with a jointer
narrower than the joint to be pointed. Larger jointers may be used in finishing the
mortar at the surface. All smearing of the face brick must be carefully cleaned off upon
completion.
2. Finishing Joints: Joints shall be compressed with a round jointing tool to a slightly
concave surface when the mortar has become thumbprint hard.
G. When joints are thumbprint hard, joints shall be tooled with a tooling iron which will match
the profile of the existing mortar joints.
H. At completion of work, thoroughly clean all exposed CMU. All surfaces shall be smooth, clean
and free of dirt.
3.3 CLEANING
A. Clean minimum 1.2 by 1.2 m (4 by 4 ft.) test panel of each type of masonry material prior to
beginning full scale cleaning operation to determine effectiveness of cleaning compound and
Manufacturer’s cleaning procedures. Test panels shall be available for inspection and approval
by the Architect/Engineer.
B. Clean restored masonry in an orderly manner, making sure that all surfaces are clean and a
uniform appearance is obtained.
C. Clean only after mortar has cured to its full strength, not less than 14 days.
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D. Remove mortar particles with water, nonmetallic scrapers and fiber bristle brushes.
Sandblasting, wet aggregate blasting, or use of other abrasive materials will not be allowed.
E. Provide an adequate water supply during the cleaning process to assure a thorough presoaking
and rinsing of the surfaces.
F. Protect adjacent non-masonry surfaces, including trees, shrubs, plantings, lawn, glass, and
metal and painted surfaces, from exposure to cleaning compounds. Use polyethylene sheet to
cover and seal window glass and frames.
G. Beware of wind drift onto auto and pedestrian traffic.
H. Use cleaning compounds in strict accordance with manufacturer’s printed instructions.
I. Remove mortar from surfaces not specified to receive mortar; such as walls, windows, curbs,
sidewalks, etc.
3.4 3.4 REPLACEMENT UNITS
A. Removal:
1. Carefully remove by hand at required locations units that are cracked, broken,
damaged, spalled or deteriorated.
2. Cut full units from joint to joint in manner to permit replacement with full size units.
3. Support and protect remaining masonry that surrounds removal area.
4. Remove mortar, loose particles and soil from remaining units at edges of removal areas,
and from salvaged units by cleaning with brushes and water. Store for reuse.
B. Rebuilding
1. Fit replacement units into bonding and coursing pattern of existing units, uniformly
blending multiple brick colors to match existing color blend.
2. If cutting is required, use motor-driven saw designed to cut masonry with clean, sharp,
un-chipped edges.
3. Do not install replacement units that are cracked, broken, or chipped in excess of ASTM
C216 allowances for facing brick.
4. Lay replacement units with completely filled bed, head and collar joints. Butter ends
with sufficient mortar to fill head joints and shove into place.
5. Do not permit mortar droppings to fall into cavity. Keep cavity clear of mortar droppings
by back beveling the mortar bed or other approved method that demonstrates the
ability to prevent excess from extruding into cavity.
6. Wet clay brick that have ASTM C67 initial rates of absorption of more than 28.4 g/194
sq.cm/minute (1oz./30sq. in./minute). Use wetting methods, which ensure that units
are nearly saturated but surface dry when laid.
7. Maintain joint width to match existing.
8. Tool mortar joints in repaired areas to match concave joint profile of surrounding work.
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9. At completion of masonry work, remove defective joints, holes, and cracks in new
mortar joints to a depth of 19mm (3/4in.) and repoint.
3.5 EXPANSION JOINTS
A. Cut expansion joints using a saw designed to cut masonry with clean, sharp, and un-chipped
edges.
B. Cut expansion joints 13mm (1/2 in.) wide only through the exterior wythe of masonry, +6mm
(1/4 in.) in 3 m (10ft) maximum variation from plumb, and + 3mm (1/8 in.) thickness. Width to
depth ratio shall be 2:1.
C. Install backer rod and sealant as outlined in Section 07900.
3.6 PROTECTION OF WORK
Protect all facing materials, sills, ledges, etc., against staining and keep top of work covered with
non-staining waterproof coverings when work is not in progress. Securely anchor all coverings.
END OF SECTION 040100
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SECTION 04 27 31
REINFORCED UNIT MASONRY
PART 1 GENERAL
1.01 SUBMITTALS
A.Product Data:Provide data for masonry units,fabricated wire reinforcing,and mortar and grout.
B.Product Data: Include mortar and grout design mix and indicate whether the Proportion or
Property specification of ASTM C 270 is to be used. Also include required environmental
conditions and admixture limitations. Provide mix designs not less than 14 days prior to
beginning masonry work.
C.Reports: Submit reports of masonry unit strength tests prior to starting work.
D.Reports: Submit reports on mortar indicating conformance of component mortar materials to
requirements of ASTM C 270 .
E.Reports: Submit reports on grout indicating conformance of component grout materials to
requirements of ASTM C 476 and test and evaluation reports to requirements of ASTM C 1019.
F. Shop Drawings: Indicate bar sizes,spacings,reinforcement quantities,bending and cutting
schedules,reinforcement supporting and spacing devices,and accessories.
G.Shop Drawings: Provide drawing showing location of all proposed block control joints.
H.Manufacturer's Instructions: Submit packaged dry mortar manufacturer's installation
instructions.
I.Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements.
1.02 QUALITY ASSURANCE
A.Comply with provisions of IBC and ACI 530/ASCE 5/TMS 402 and ACI 530.1/ASCE 6/TMS
602,except where exceeded by requirements of the contract documents.
1.03 MOCK-UP
A.If plain block shapes are used for reinforced walls,construct a masonry wall mock-up as a grout
demonstration panel sized 6 feet long by 6 feet high,which includes mortar and accessories,
reinforcement,and grout,to demonstrate proper grouting can be achieved.Destructive testing
of this panel may be necessary to demonstrate compliance.
1.04 LEED SUBMITTALS
A.This project will be certified under the US Green Building Council's Leadership in Energy and
Environmental Design Program Credits (USGBC LEED 2009 for New Construction).
B.Submit documentation accordant with Section 01 3329 Sustainable Design Reporting for:
1.RECYCLED CONTENT (MR Credits 4.1 &4.2): Use materials with recycled content such
that the sum of post-consumer recycled content plus one-half of the pre-consumer content
constitutes at least 10%(based on cost)of the total value of the material in the project.
a.Include statement indicating costs for each product having recycled content.
2.REGIONAL MATERIALS (MR Credits 5.1 &5.2): Use building material or products that
have been extracted,harvested,or recovered,as well as manufactured,within 500 miles
of the project site for a minimum of 10%(based on cost)of the total material value.
a.Include statement indicating costs for each product that is regionally manufactured.
PART 2 PRODUCTS
2.01 ACCESSORIES
A.Reinforcing Bar Positioners: Adequate to hold reinforcing bars in specified locations without
displacement during grouting operations.
B.Post-installed anchors and reinforcing: See Section 03 1510
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C.Preformed Control Joints: Polyvinyl chloride material. Provide with corner and tee accessories,
fused joints. Minimum Shore Durometer hardness of 80,5/8"thick shear section with 1/4"thick
flanges,total width not less than 2-3/8".
D.Building Paper: ASTM D226/D226M,Type I ("No.15")asphalt felt.
E.Cleaning Solution: Non-acidic,not harmful to masonry work or adjacent materials.
PART 3 EXECUTION
3.01 COURSING
A.Establish lines,levels,and coursing indicated. Protect from displacement.
B.Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform
thickness.
C.Concrete Masonry Units:
1.Bond: Running.
2.Coursing: One unit and one mortar joint to equal 8 inches.
3.Mortar Joints: As specified in section 04 20 00.
3.02 PLACING AND BONDING
A.Lay solid masonry units in full bed of mortar,with full head joints,uniformly jointed with other
work.
B.Lay hollow masonry units with face shell bedding on head and bed joints. Provide full mortar
bed at footings,grouted cores,foundations,and slabs.
C.Buttering corners of joints or excessive furrowing of mortar joints is not permitted.
D.Remove excess mortar as work progresses.
E.Interlock intersections and external corners.
F.Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must
be made,remove mortar and replace.
G.Perform job site cutting of masonry units with proper tools to provide straight,clean,unchipped
edges. Prevent broken masonry unit corners or edges.
H.Cut mortar joints flush where wall tile is scheduled.
I.Build all chases and recesses as shown on the Drawings or required by all trades. Cut all
masonry units to fit neatly around conduit or piping,outlet boxes,etc. Set grilles and other
equipment furnished by others as required in masonry.
J.Provide cleanouts in the bottom course of each grout pour at each grouted core when the grout
pour height exceeds 5 feet. .
K.Do not enclose mechanical,electrical or work specified in other sections until such work has
been inspected and approved by the proper local code authority and by the Engineer if
required.
L.Install loose lintels,anchors,bolts,dowels,grounds,angles,plates,grilles,or similar items
required for anchorage of other work.Refer to Drawings for specific bearing conditions.
M.Discard all mortar that has begun to stiffen or is not used within 2-1/2 hours of initial mixing.
Maintain workability of mortar within the 2-1/2 hour period by retempering or remixing.
3.03 REINFORCEMENT AND ANCHORAGE
A.Reinforcement Bars: Secure at locations indicated and to avoid displacement during grouting.
Minimum spacing between bars or to masonry surfaces shall be one bar diameter.
1.Place reinforcing bar positioners at top course and bottom course of grout lift and not
more than 200 bar diameters on center.
B.Joint Reinforcement: Install horizontal joint reinforcement 16 inches on center.
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1.Place masonry joint reinforcing in first joint above bottom of wall.
2.Place masonry joint reinforcement in first and second horizontal joints above and below
openings. Extend minimum 16 inches each side of opening.
3.Place continuous joint reinforcement in first and second joint below top of walls.
4.Lap joint reinforcement ends minimum 6 inches.
5.Provide prefabricated corner or tee sections at intersecting walls.
C.Anchors: Reinforce intersections between interior and exterior walls with rigid wall anchors 16
inches on center.
D.Anchors: Fasten anchors to structural framing and embed in masonry joints as masonry is
laid. Unless otherwise indicated on drawings or closer spacing is indicated under specific wall
type,space anchors at maximum of 16 inches horizontally and 16 inches vertically.
E.Wall Ties: Install wall ties at locations indicated,spaced at not more than 16 inches on center
horizontally and 16 inches on center vertically,unless otherwise indicated on drawings.
F.Reinforced Hollow Unit Masonry: Keep vertical cores to be grouted clear of mortar,including
bed area of first course.
1.Grouted Cores: Construct masonry walls to provide continuous vertical cores with a clear
area not less than 3"x4"and sufficient to provide a minimum 8"long solid section.
2.Plain Block at Grouted Core Locations: Place block to provide a continuous vertical
section of grouted wall,minimum 8"and maximum 12"long.
G.Concrete Block Lintels and Bond Beams
1.Provide reinforced concrete block lintels and bond beams as indicated on the Drawings or
specified herein.Use reinforced concrete block lintels at all openings in concrete block
walls,including openings for mechanical and electrical work not specifically indicated to
have other types of lintels. Do not use concrete block bond beams with breakout webs as
lintel beams at masonry wall openings.
2.Support and tie reinforcing in place with a minimum clearance of 3/4"between reinforcing
and block shells.Build in anchors and other accessories.
3.04 MASONRY FLASHINGS
A.Whether or not specifically indicated,install masonry flashing to divert water to exterior at all
locations where downward flow of water will be interrupted.
3.05 GROUTING
A.Definitions
1.Grout Pour: The total height of masonry to be grouted prior to the construction of
additional masonry. A grout pour consists of one or more grout lifts.
2.Grout Lift: An increment of grout height within a total grout pour.If a lift of grout is
permitted to set prior to placing the subsequent lift,then the constructed grout height is the
pour height.
B.Use either high-lift or low-lift grouting techniques,at Contractor's option,subject to other
limitations of contract documents.
C.If plain block are used at grouted wall locations,fill cores with grout to provide a vertically
continuous section of solid masonry wall a minimum of 8"and a maximum of 12"long.
D.Consolidate grout by mechanical vibration.
E.Low-Lift Grouting:
F.Limit height of lifts to 12 inches.
1.Limit height of masonry to 16 inches above each pour.
2.Limit grout pours to maximum 5 feet.
3.Pour grout only after vertical reinforcing is in place; place horizontal reinforcing as grout is
poured. Prevent displacement of bars as grout is poured.
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4.Place grout for each pour continuously and consolidate immediately; do not interrupt
pours for more than 1-1/2 hours.
G.High-Lift Grouting:
1.Verify that horizontal and vertical reinforcement is in proper position and adequately
secured before beginning pours.
2.Clean out masonry cells and other cavities to be grouted by high pressure water spray or
compressed air. Remove debris,allow to dry,and inspect before sealing cleanout
openings.
3.Hollow Masonry: Limit lifts to maximum 5 feet and pours to maximum height of 12 feet.
4.Reconsolidate grout between lifts by mechanical vibration after initial water loss and
settlement has occurred.
5.If plain masonry unit shapes are used at grouted locations,limit pour heights to 4 feet.
6.Place grout for spanning elements in single,continuous pour.
H.Concrete Block Lintels and Bond Beams: Fill block lintels and bond beams with grout and
consolidate.
1.Fill lintels and bond beams more than one course high in a single continuous pour.
3.06 COLD WEATHER CONSTRUCTION
A.These procedures apply when the ambient temperature falls below 40°F,or the temperature of
masonry units is below 40°F.
B.Construction
1.Minimum masonry unit temperature of 20°F when laid in the wall. Remove visible ice on
masonry units before the unit is laid in the masonry.
C.Heat mortar sand or mixing water to produce mortar temperatures between 40°F and 120°F at
the time of mixing. Maintain mortar above freezing until installed.
1.When ambient temperatures are between 25°F and 20°F,use heat sources on both
sides of the masonry under construction and install windbreaks when wind velocity
exceeds 15 mph.
2.When ambient temperatures are below 20°F,provide an enclosure for the masonry under
construction and use heat sources to maintain temperatures above 32°F within the
enclosure.
D.Protection
1.When mean daily temperatures are between 40°F and 32°F protect completed masonry
from rain or snow by covering with a weather resistive membrane for 24 hours after
construction.
2.When mean daily temperatures are between 32°F,and 25°F completely cover completed
masonry with a weather resistive membrane for 24 hours after construction.
3.When mean daily temperatures are between 25°F and 20°F,completely cover completed
masonry with insulating blankets or equal protection for 48 hours after construction.
Protection time may be reduced to 24 hours for ungrouted masonry.
4.When mean daily temperatures are below 20°F,maintain masonry temperature above
32°F for 48 hours after construction by enclosure with supplementary heat,by electric
heating blankets,by infrared heat lamps,or by other acceptable methods. Protection time
may be reduced to 24 hours for ungrouted masonry.
3.07 HOT WEATHER CONSTRUCTION
A.Employ the requirements of this section when the ambient temperature exceeds 100°F or
exceeds 90°F with a wind velocity greater than 8 mph.
B.Construction
1.Maintain the temperature of mortar and grout below 120°F.
2.Flush mixers,mortar transport containers and mortar boards with cool water before they
come into contact with mortar ingredients or mortar.
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3.Maintain mortar consistency by retempering with cool water.
4.Use mortar within 2 hours of initial mixing.
C.Protection: Fog spray newly constructed masonry until damp at least three times a day until the
masonry is three days old.
D.CONTROL AND EXPANSION JOINTS
E.Provide control joints as indicated on drawings,but not to exceed 24 feet on center.
F.Do not continue horizontal joint reinforcement through control joints.
G.Top of wall bond beam reinforcement extends through control joints.
H.Install preformed control joint device in continuous lengths. Seal butt and corner joints in
accordance with manufacturer's instructions.
I.Keep expansion joint voids clear of mortar.
3.08 BUILT-IN WORK
A.As work progresses,install built-in anchor bolts and plates and other items to be built into the
work and furnished under other sections.
B.Install built-in items plumb,level,and true to line.
C.Bed anchors of metal door and glazed frames in adjacent mortar joints. Fill frame voids solid
with grout.
D.Do not build into masonry construction organic materials that are subject to deterioration.
3.09 INSULATION
A.Install masonry core insulation in walls per manufacturer's instructions where shown on the
drawings. Patch mortar joints with mortar after insulation installation.
B.Perimeter Insulation
1.Install over non-waterproofed basement or foundation walls as perimeter insulation.
2.Install on face of wall to a minimum depth of 4 feet below finish grade or as shown on
drawings.
3.Secure to substrate with adhesive until backfill is placed.
4.Protect from UV exposure with opaque covering if insulation is to remain uncovered for
more than 30 days.
3.10 TOLERANCES
A.Erection tolerances for masonry work shall be as specified in ACI 530.1.
3.11 CUTTING AND FITTING
A.Cut and fit for chases. Coordinate with other sections of work to provide correct size,shape,
and location.
B.Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or
strength of masonry work may be impaired.
3.12 MORTAR ACCEPTANCE CRITERIA
A.Mortar aggregate ratio tests shall show component proportions within requirements of ASTM
C270 where mortar mix proportions are determined by ASTM C270 proportion specification.
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Cast Stone Masonry 047200 - 1
SECTION 047200 – CAST STONE MASONRY
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Section Includes:
1. Cast stone trim – cast stone sills at new windows.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated. Include dimensions and finishes.
B. Shop Drawings: Show fabrication and installation details for cast stone units. Include
dimensions, details of reinforcement and anchorages if any, and indication of finished faces.
C. Samples:
1. For each color and texture of cast stone required.
2. For colored mortar.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For manufacturer.
B. Material Test Reports: For each mix required to produce cast stone, based on testing
according to ASTM C 1364, including test for resistance to freezing and thawing.
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1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: A qualified manufacturer of cast stone units similar to those
indicated for this Project, that has sufficient production capacity to manufacture required
units, and is a plant certified by the Cast Stone Institute.
PART 2 - PRODUCTS
2.1 CAST STONE UNITS
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
1. Marcstone Custom Architectural Stone Casting - Continental Cast Stone Manufacturing,
Inc.
B. Provide cast stone units complying with ASTM C 1364 using either the vibrant dry tamp or wet-
cast method.
1. Provide units that are resistant to freezing and thawing as determined by laboratory
testing according to ASTM C 666/C 666M, Procedure A, as modified by ASTM C 1364.
2. Slope exposed horizontal surfaces 1:12 to drain unless otherwise indicated.
3. Provide raised fillets at backs of sills and at ends indicated to be built into jambs.
4. Provide drips on projecting elements unless otherwise indicated.
C. Cure units as follows:
1. Cure units in enclosed moist curing room at 95 to 100 percent relative humidity and
temperature of 100 deg F for 12 hours or 70 deg F for 16 hours.
2. Keep units damp and continue curing to comply with one of the following:
a. No fewer than five days at mean daily temperature of 70 deg F or above.
b. No fewer than six days at mean daily temperature of 60 deg F or above.
c. No fewer than seven days at mean daily temperature of 50 deg F or above.
d. No fewer than eight days at mean daily temperature of 45 deg F or above.
D. Acid etch units after curing to remove cement film from surfaces to be exposed to view.
E. Colors and Textures: As selected by Architect / Owner from manufacturer's full range (Color
6423 Mahogany).
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2.2 ACCESSORIES
A. Anchors: Type and size indicated, fabricated from Type 304 stainless steel complying with
ASTM A 240/A 240M, ASTM A 276, or ASTM A 666, steel complying with ASTM A 36/A 36M,
and hot-dip galvanized to comply with ASTM A 123/A 123M.
B. Dowels: 1/2-inch-diameter, round bars, fabricated from Type 304 stainless steel complying
with ASTM A 240/A 240M, ASTM A 276, or ASTM A 666, steel complying with
ASTM A 36/A 36M, and hot-dip galvanized to comply with ASTM A 123/A 123M.
C. Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner complying with
requirements in Section 042000 "Unit Masonry," and expressly approved for intended use by
cast stone manufacturer and cleaner manufacturer.
2.3 MORTAR
A. Comply with requirements in Section 042000 "Unit Masonry" for mortar materials and mixes.
1. For setting mortar, use Type S or Type N.
2. For pointing mortar, use Type N or Type O.
3. Pigmented Mortar: Use colored cement product or select and proportion pigments with
other ingredients to produce color required. Do not add pigments to colored cement
products.
2.4 SOURCE QUALITY CONTROL
A. Engage a qualified independent testing agency to sample and test cast stone units according to
ASTM C 1364.
1. Include one test for resistance to freezing and thawing.
PART 3 - EXECUTION
3.1 SETTING CAST STONE IN MORTAR
A. Install cast stone units to comply with requirements in Section 042000 "Unit Masonry."
B. Set units in full bed of mortar with full head joints unless otherwise indicated.
1. Fill dowel holes and anchor slots with mortar.
2. Fill collar joints solid as units are set.
3. Build concealed flashing into mortar joints as units are set.
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4. Keep head joints in coping and other units with exposed horizontal surfaces open to
receive sealant.
5. Keep joints at shelf angles open to receive sealant.
C. Rake out joints for pointing with mortar to depths of not less than 3/4 inch. Rake joints to
uniform depths with square bottoms and clean sides. Scrub faces of units to remove excess
mortar as joints are raked.
D. Point mortar joints by placing and compacting mortar in layers not greater than 3/8 inch.
Compact each layer thoroughly and allow it to become thumbprint hard before applying next
layer.
E. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint
thickness unless otherwise indicated.
F. Provide sealant joints at copings and other horizontal surfaces, at expansion, control, and
pressure-relieving joints, and at locations indicated.
1. Keep joints free of mortar and other rigid materials.
2. Prepare and apply sealant of type and at locations indicated to comply with applicable
requirements in Section 079200 "Joint Sealants."
3.2 SETTING ANCHORED CAST STONE WITH SEALANT-FILLED JOINTS
A. Set units accurately in locations indicated with edges and faces aligned.
1. Install anchors, supports, fasteners, and other attachments to secure units in place.
2. Shim and adjust anchors, supports, and accessories.
B. Fill anchor holes with sealant.
1. Where dowel holes occur at pressure-relieving joints, provide compressible material at
ends of dowels.
C. Set cast stone supported on clip or continuous angles on resilient setting shims. Hold shims
back from face of cast stone a distance at least equal to width of joint.
D. Keep joints free of mortar and other rigid materials. Remove temporary shims and spacers
from joints after anchors and supports are secured in place and cast stone units are anchored.
E. Prepare and apply sealant of type and at locations indicated to comply with applicable
requirements in Section 079200 "Joint Sealants."
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3.3 INSTALLATION TOLERANCES
A. Variation from Plumb: Do not exceed 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch
maximum.
B. Variation from Level: Do not exceed 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch
maximum.
C. Variation in Joint Width: Do not vary joint thickness more than 1/8 inch in 36 inches or one-
fourth of nominal joint width, whichever is less.
D. Variation in Plane between Adjacent Surfaces (Lipping): Do not vary from flush alignment with
adjacent units or adjacent surfaces indicated to be flush with units by more than 1/16 inch,
except where variation is due to warpage of units within tolerances specified.
3.4 ADJUSTING AND CLEANING
A. Remove and replace stained and otherwise damaged units and units not matching approved
Samples. Cast stone may be repaired if methods and results are approved by Architect.
B. Replace units in a manner that results in cast stone matching approved Samples, complying
with other requirements, and showing no evidence of replacement.
C. In-Progress Cleaning: Clean cast stone as work progresses.
1. Remove mortar fins and smears before tooling joints.
2. Remove excess sealant immediately, including spills, smears, and spatter.
D. Final Cleaning: After mortar is thoroughly set and cured, clean exposed cast stone to comply
with requirements in Section 042000 "Unit Masonry."
END OF SECTION 047200
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Structural Steel Framing 05 12 00 -1
SECTION 05 12 00
STRUCTURAL STEEL FRAMING
PART 1 GENERAL
1.01 SUBMITTALS
A.Shop Drawings:
1.Review the Contract Documents prior to preparing shop drawings to determine if the
structure is in conflict with OSHA requirements or any other safety regulation. Notify the
Architect if any conflicts are noted. Do not prepare shop drawings affected by the conflict
until the conflict is resolved.
2.Prepare complete shop and setting drawings based on referenced AISC Specifications.
3.Indicate profiles,sizes,spacing,locations of structural members,openings,attachments,
and fasteners.
4.Indicate type and location of shop and field connections. Detail all required field welds.
5.Indicate profiles,sizes,spacing,locations of structural members,openings,attachments,
and fasteners.
6.Indicate cambers and loads.
7.Indicate welded connections with AWS A2.4 welding symbols. Indicate net weld lengths
8.Clearly indicate members considered to be Architecturally Exposed Structural Steel
(AESS)and detail members and connections consistent with AESS criteria included in this
specification section.
9.If shop drawings are resubmitted after the original review,identify all changes made to the
shop drawings after the original submittal with clouds or similar markings.
B.Submit AISC Quality Certification Program certificates (for reduction in shop special inspections
only if the fabricator is so certified)and welder qualifications to the Special Inspector-Technical.
C.Welders'Qualification Statement: Welders'certificates in accordance with AWS B2.1/B2.1M
and dated no more than 12 months before start of scheduled welding work.
1.02 LEED SUBMITTALS
A.This project will be certified under the US Green Building Council's Leadership in Energy and
Environmental Design Program Credits (USGBC LEED 2009 for New Construction).
B.Submit documentation accordant with Section 01 3329 Sustainable Design Reporting for:
1.RECYCLED CONTENT (MR Credits 4.1 &4.2): Use materials with recycled content such
that the sum of post-consumer recycled content plus one-half of the pre-consumer content
constitutes at least 10%(based on cost)of the total value of the material in the project.
a.Include statement indicating costs for each product having recycled content.
2.REGIONAL MATERIALS (MR Credits 5.1 &5.2): Use building material or products that
have been extracted,harvested,or recovered,as well as manufactured,within 500 miles
of the project site for a minimum of 10%(based on cost)of the total material value.
a.Include statement indicating costs for each product that is regionally manufactured.
1.03 QUALITY ASSURANCE
A.Fabricate structural steel members in accordance with AISC (MAN)"Steel Construction
Manual."
B.Fabricator: Company specializing in performing the Work of this Section with minimum five
years of documented experience. Fabrication plant shall be certified in category I or II
according to the requirements of the AISC Quality Certification Program and shall be
acceptable to and approved in writing by the structural engineer,Architect,and building official.
Do not proceed with steel fabrication until the Architect has provided final written approval.
1.As an alternative to fabricator certification,the Contractor may pay for full time inspection
during the fabrication of the Project steel.This inspection shall be conducted by the
Owner's inspection company at the fabrication plant.In addition,the fabrication plant shall
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also be acceptable to and approved in writing by the Structural Engineer,Architect,and
Building Official.Do not proceed with the Work until the A/E has provided final written
approval.
C.Welder Qualifications: Welding processes and welding operators qualified in accordance with
AWS D1.1/D1.1M and no more than 12 months before start of scheduled welding work.
D.Design connections not detailed on drawings under direct supervision of a Professional
Structural Engineer experienced in design of this work and licensed in the State in which the
Project is located.
E.Codes and Standards:
1.AISC -Manual of Steel Construction.
2.AISC 360 -Specification for Structural Steel Buildings
3.AISC -Code of Standard Practice for Steel Buildings and Bridges
4.AWS D1.1.
5.AISC S348 -Specification for Structural Joints Using ASTM A325 or A490 Bolts
6.SSPC -SSPC Painting Manual -Volume 2
1.04 PROJECT/SITE CONDITIONS
A.Verify all dimensions given on the Drawings and make such field measurements as are
necessary to lay out the work properly and assure proper elevations. Be fully responsible for
accuracy of all measurements and laying out of the work.
B.Upon execution of a licensing agreement and payment of a service fee determined by
engineer,the engineer will make electronic versions of structural framing plans available to the
contractor for the purpose of preparing erection drawings.
PART 2 PRODUCTS
2.01 MATERIALS
A.Steel Angles and Plates: ASTM A36/A36M.
B.Steel W Shapes and Tees:ASTM A992/A992M.
C.Cold-Formed Hollow Structural Sections: ASTM A 500,Grade B.
D.Pipe: ASTM A53/A53M,Grade B,Finish black.
E.Shear Stud Connectors: Made from ASTM A108 Grade 1015 bars.
F.Structural Bolts and Nuts: Carbon steel,ASTM A307,Grade A and galvanized in compliance
with ASTM A153/A153M Class C.
G.High-Strength Structural Bolts,Nuts,and Washers: ASTM F3125/F3125M,Type 1,with
matching compatible ASTM A563 or ASTM A563M nuts and ASTM F436/F436M washers.
H.Tension Control Bolts: Twist-off type;ASTM F3125/F3125M.
I.Unheaded Anchor Rods: ASTM F1554,Grade 36,plain,with matching ASTM A563 or ASTM
A563M nuts and ASTM F436/F436M Type 1 washers.
J.Load Indicator Washers: Provide washers complying with ASTM F959/F959M at connections
requiring high-strength bolts.
K.Welding Materials:AWS D1.1/D1.1M;type required for materials being welded.
L.Shop and Touch-Up Primer: Fabricator's standard,complying with VOC limitations of
authorities having jurisdiction.
M.Touch-Up Primer for Galvanized Surfaces:Fabricator's standard,complying with VOC
limitations of authorities having jurisdiction.
N.Post-installed anchors: See Section 03 1510
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2.02 FABRICATION
A.Shop fabricate to greatest extent possible according to referenced AISC publications.
1.For AESS members,locate field joints in AESS assemblies at concealed locations or as
approved by the Architect. Detail AESS assemblies to minimize field handling and
expedite erection.
B.Do not substitute sections or modify details without written approval of the Structural Engineer.
Provide full-length pieces between connections or splices indicated on the drawings. Do not
permit built-up lengths. Do not use warped or damaged sections.
C.Design shop and field connections unless detailed on the Drawings. Use standard connections
as shown in Part 9 of the AISC Manual where possible. Bolt field connections,unless
otherwise indicated on the Drawings.
D.EPerform bracing,blocking,cutting,fitting,drilling,tapping,welding,punching,etc.,as required
to complete work and to join work of others. Weld clip angles and plates to beams and punch
holes for fastening work of other trades as shown on the Drawings.
E.Furnish anchor bolts of size and type shown on the drawings for all field connections to be
permanently bolted to concrete or masonry.
F.Fabricate AESS with exposed surfaces smooth and square. Use special care in handling and
shipping of AESS both before and after shop painting.
G.In addition to special care used to handle and fabricate AESS,employ the following fabrication
techniques.
1.Fabrication tolerance: Fabricate steel to one half the normal tolerance as specified in the
Code of Standard Practice Section 10.
2.Welds ground smooth: Grind welds of AESS smooth. Make groove welds flush to the
surface each side and within +1/16",-0"of plate thickness.
3.Contouring and blending of welds: Where fillet welds are indicated to be ground-
contoured,or blended,oversize welds as required and grind to provide a smooth
transition.
4.Continuous welds: Where welding is noted on the Drawings,provide continuous welds of
a uniform size and profile.
5.Minimize weld show through: At locations where welding on the far side of an exposed
connection occurs,grind distortion and marking of the steel to a smooth profile with
adjacent material.
6.Coping and blocking tolerance: Maintain a uniform gap of 1/8"plus or minus 1/32"at all
copes and blocks.
7.Joint gap tolerance: Maintain a uniform gap of 1/8"plus or minus 1/32".
8.Piece marks hidden: Fabricate such that piece marks are fully hidden in the final structure
or made with such media to permit full removal after erection.
9.Mill mark removal: Deliver steel with no mill marks (stenciled,stamped,raised,etc.)in
exposed locations. Omit mill marks by cutting of mill material to appropriate lengths where
possible. Where not possible,fill and/or grind to a surface finish consistent with the
adjacent material.
10.Grinding of sheared edges: Grind all edges of sheared,punched,or flame-cut steel.
11.Seal weld open ends of round and rectangular hollow structural section with 3/8"closure
plates. Provide continuous,sealed welds at angle to gusset-plate connections and similar
locations where AESS is exposed to weather.
2.03 FINISH
A.Shop prime structural steel members to a DFT of 2.0 -3.55 mils..Do not prime surfaces that
will be fireproofed,field welded,in contact with concrete,or high strength bolted.
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B.Galvanize structural steel members to comply with ASTM A123/A123M.Provide minimum 1.7
oz/sq ft galvanized coating.Galvanize structural steel exposed to weather,lintels in exterior
walls,embedded in concrete (exterior or interior),and shelf angles and plates in exterior
masonry walls.
1.Prepare items to be galvanized in accordance with ASTM A385.
2.Close and seal weld vent holes in pipes,tubes,and other closed members. Touch up
damaged areas using procedures and products from ASTM A780.
PART 3 EXECUTION
3.01 ERECTION
A.Erect structural steel in compliance with AISC 303.
1.At AESS members,provide connections for temporary shoring,bracing,and supports only
where noted on the approved shop drawings. Temporary connections not shown shall be
made at locations not exposed to view of the final structure or as approved by the
Architect. Handle,lift,and align pieces using padding slings and/or other protection
required to maintain the appearance of the AESS through the process of erection.
3.02 FIELD QUALITY CONTROL
A.Structural Testing and Special Inspection
1.Structural Special Inspection shall be performed by qualified parties as specified herein,
and in accordance with the provision of Section 01 4533.
2.If special inspection of Fabricator's work is required,special inspector may test and
inspect structural steel at plant before shipment.
3.Definitions:
a.ASNT -American Society for Non-Destructive Testing
b.CAWI -American Welding Society Certified Associate Weld Inspector
c.CWI -American Welding Society Certified Weld Inspector
4.Personnel Qualifications
a.Special Inspector Technical I: CAWI or ASNT Level I,employed by a testing agency
and supervised by a CWI or ASNT Level III with a minimum of 10 years experience.
b.Special Inspector Technical II: CAWI with minimum 3 years experience or ASNT
Level II,employed by a testing agency and supervised by a CWI or ASNT Level III
with a minimum of 10 years experience.
c.Special Inspector –Structural I: Graduate civil/structural engineer,or other personnel
acceptable to the SER,with experience in design of structural systems of the project
type. Inspections shall be performed under the direct supervision of a licensed
structural engineer,as defined in Section 01 4533. The licensed engineer shall
review and approve all inspection reports.
d.Individuals performing welding inspection must be AWS certified.
5.The Owner will provide the following tests and inspections:
a.Shop Fabricated Work: Perform tests and inspections required below,except bolt
and welding inspections may be reduced or deleted,if fabrication shop satisfies AISC
Quality Certification Program -Category I,or more stringent criteria,or is approved
by Building Official and SER.
b.Test high strength bolted connections according to the requirements of RCSC
"Specification for Structural Joints Using ASTM A325 or ASTM A490 Bolts",and as
follows:
1)Preparation: Visually inspect mating surfaces and bolt type for all bolted
connections for general conformance with the contract documents prior to
bolting. Qualifications: Technical II.
2)Slip Critical Bolts and Fully Tensioned Bolts: Visually observe all connections.
Verify that all plies of connected elements have been brought into contact.
Verify all tips are removed from "twist-off"bolts or direct tension indicators show
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fully tensioned bolts. Qualifications: Technical II.
3)Bearing Bolts: Visually observe all connections to confirm all plies of connected
elements have been brought into contact. (Applies only to bolts designed with
threads included in failure plane;all other bolts require testing as for fully
tensioned bolts.) Qualifications: Technical II.
c.Welding Procedures and Preparation: Qualifications: Technical II. Verify the
following:
1)Qualifications of all welders as AWS certified.
2)Proposed welding procedures and materials.
3)Adequate preparation of fraying surfaces.
4)Preheat and interpass temperatures of steel,proper technique and sequence of
welding,and cleaning and number of passes.
d.Test and inspect welding as follows
1)Fillet Welds: Visually inspect 100%of all fillet welds,for size,length,and
quality,per AWS D1.1. Qualifications: Technical II.
2)Partial Penetration Welds: Test 100%of all partial penetration welds exceeding
5/16 inch,using Ultrasonic Testing per AWS D1.1,Section 6. Visually inspect
100 %and test 25%of all penetration welds less than 5/16 inch using Magnetic
Particle Testing per ASTM E 709 performed on root pass and on finished weld.
Qualifications: Technical II.
3)Full Penetration Welds: Test 100%of all full penetration welds exceeding 5/16
inch,using Ultrasonic Testing per AWS D1.1 Section 6. Visually inspect 100%
and test 25%of all full penetration welds less that 5/16 inch,using Magnetic
Particle Testing per ASTM E 709 performed on root pass and on finished weld.
Qualifications: Technical II.
e.Stud Shear Connector Welds: Sound and visually inspect 100%of installed studs for
full 360°flash. Test all questionable not showing full 360°flash by bending studs to
15°from vertical,away from weld discontinuity,per AWS D1.1,Section 7. Randomly
test 15%of studs welded through deck and 5%of studs welded to bare steel by
bending to 15°from vertical. Qualifications: Technical II.
f.Submittals: Verify mill test reports and other submitted documentation for compliance
with contract documents. Qualifications: Structural I
g.Materials: Verify materials delivered to site comply with contract documents and
approved shop drawings. Qualifications: Technical I
h.Detail Compatibility: On a periodic basis,inspect the following to verify member
orientation,configuration,type,and size comply with details indicated on the contract
documents and shop drawings. Qualifications: Structural I.
1)Permanent bracing and stiffening members.
2)Proper applications of joint details and conditions. Observations need not
exceed 25%at standard connections.
3)Other work critical to the integrity of the building structure.
6.AESS acceptance: The Architect shall observe the AESS steel in place and determine
acceptability.
END OF SECTION
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SECTION 079200 - JOINT SEALANTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Section Includes:
1. Silicone joint sealants.
2. Urethane joint sealants.
3. Latex joint sealants.
4. Acoustical joint sealants.
1.3 PRECONSTRUCTION TESTING
A. Preconstruction Compatibility and Adhesion Testing: Submit to joint-sealant manufacturers
samples of materials that will contact or affect joint sealants. Use ASTM C 1087 to determine
whether priming and other specific joint preparation techniques are required to obtain rapid,
optimum adhesion of joint sealants to joint substrates.
B. Preconstruction Field-Adhesion Testing: Before installing sealants, field test their adhesion to
Project joint substrates. Test joint sealants according to Method A, Field-Applied Sealant Joint
Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521.
1.4 ACTION SUBMITTALS
A. Product Data: For each joint-sealant product indicated.
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B. Samples: For each kind and color of joint sealant required.
C. Joint-Sealant Schedule: Include the following information:
1. Joint-sealant application, joint location, and designation.
2. Joint-sealant manufacturer and product name.
3. Joint-sealant formulation.
4. Joint-sealant color.
1.5 INFORMATIONAL SUBMITTALS
A. Product test reports.
B. Preconstruction compatibility and adhesion test reports.
C. Preconstruction field-adhesion test reports.
D. Field-adhesion test reports.
E. Warranties.
1.6 QUALITY ASSURANCE
A. Testing Agency Qualifications: Qualified according to ASTM C 1021 to conduct the testing
indicated.
B. Preinstallation Conference: Conduct conference at Project site.
1.7 WARRANTY
A. Special Installer's Warranty: Manufacturer's standard form in which Installer agrees to repair
or replace joint sealants that do not comply with performance and other requirements
specified in this Section within specified warranty period.
1. Warranty Period: Two years from date of Substantial Completion.
B. Special Manufacturer's Warranty: Manufacturer's standard form in which joint-sealant
manufacturer agrees to furnish joint sealants to repair or replace those that do not comply
with performance and other requirements specified in this Section within specified warranty
period.
1. Warranty Period: Two years from date of Substantial Completion.
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PART 2 - PRODUCTS
2.1 MATERIALS, GENERAL
A. VOC Content of Interior Sealants: Sealants and sealant primers used inside the
weatherproofing system shall comply with the following limits for VOC content when
calculated according to 40 CFR 59, Subpart D (EPA Method 24):
1. Architectural Sealants: 250 g/L.
2. Sealant Primers for Nonporous Substrates: 250 g/L.
3. Sealant Primers for Porous Substrates: 775 g/L.
B. Low-Emitting Interior Sealants: Sealants and sealant primers used inside the weatherproofing
system shall comply with the testing and product requirements of the California Department
of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from
Various Sources Using Small-Scale Environmental Chambers."
C. Liquid-Applied Joint Sealants: Comply with ASTM C 920 and other requirements indicated for
each liquid-applied joint sealant specified, including those referencing ASTM C 920
classifications for type, grade, class, and uses related to exposure and joint substrates.
1. Suitability for Immersion in Liquids. Where sealants are indicated for Use I for joints
that will be continuously immersed in liquids, provide products that have undergone
testing according to ASTM C 1247. Liquid used for testing sealants is deionized water,
unless otherwise indicated.
D. Stain-Test-Response Characteristics: Where sealants are specified to be nonstaining to porous
substrates, provide products that have undergone testing according to ASTM C 1248 and have
not stained porous joint substrates indicated for Project.
E. Suitability for Contact with Food: Where sealants are indicated for joints that will come in
repeated contact with food, provide products that comply with 21 CFR 177.2600.
2.2 SILICONE JOINT SEALANTS
A. Mildew-Resistant Silicone Joint Sealant: ASTM C 920.
1. Manufacturers: Subject to compliance with requirements, provide products by one of
the following:
a. BASF Building Systems.
b. Dow Corning Corporation.
c. GE Advanced Materials - Silicones.
d. May National Associates, Inc.
e. Pecora Corporation.
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f. Polymeric Systems, Inc.
g. Schnee-Morehead, Inc.
h. Sika Corporation; Construction Products Division.
i. Tremco Incorporated.
2. Type: Single component (S)
3. Grade: Nonsag (NS).
4. Class: 25.
5. Uses Related to Exposure: Nontraffic (NT).
2.3 URETHANE JOINT SEALANTS
A. Urethane Joint Sealant: ASTM C 920.
1. Manufacturers: Subject to compliance with requirements, provide products by one of
the following:
a. BASF Building Systems.
b. Bostik, Inc.
c. Lymtal, International, Inc.
d. May National Associates, Inc.
e. Pacific Polymers International, Inc.
f. Pecora Corporation.
g. Polymeric Systems, Inc.
h. Schnee-Morehead, Inc.
i. Sika Corporation; Construction Products Division.
j. Tremco Incorporated.
2. Type: Single component (S).
3. Grade: Nonsag (NS).
4. Class: 25.
5. Uses Related to Exposure: Traffic (T).
2.4 LATEX JOINT SEALANTS
A. Latex Joint Sealant: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF.
1. Manufacturers: Subject to compliance with requirements, provide products by one of
the following:
a. BASF Building Systems.
b. Bostik, Inc.
c. May National Associates, Inc.
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d. Pecora Corporation.
e. Schnee-Morehead, Inc.
f. Tremco Incorporated.
B. Acoustical Joint Sealant: Manufacturer's standard nonsag, paintable, nonstaining latex sealant
complying with ASTM C 834. Product effectively reduces airborne sound transmission through
perimeter joints and openings in building construction as demonstrated by testing
representative assemblies according to ASTM E 90.
1. Manufacturers: Subject to compliance with requirements, provide products by one of
the following:
a. Pecora Corporation.
b. USG Corporation.
2.5 JOINT SEALANT BACKING
A. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin)
and of size and density to control sealant depth and otherwise contribute to producing
optimum sealant performance.
B. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant
manufacturer.
2.6 MISCELLANEOUS MATERIALS
A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of
sealant to joint substrates indicated, as determined from preconstruction joint-sealant-
substrate tests and field tests.
B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants
and sealant backing materials.
C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and
surfaces adjacent to joints.
PART 3 - EXECUTION
3.1 PREPARATION
A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to
comply with joint-sealant manufacturer's written instructions.
1. Remove laitance and form-release agents from concrete.
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2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do
not stain, harm substrates, or leave residues capable of interfering with adhesion of
joint sealants.
B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as
indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to
comply with joint-sealant manufacturer's written instructions. Confine primers to areas of
joint-sealant bond; do not allow spillage or migration onto adjoining surfaces.
C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with
adjoining surfaces that otherwise would be permanently stained or damaged by such contact
or by cleaning methods required to remove sealant smears. Remove tape immediately after
tooling without disturbing joint seal.
3.2 INSTALLATION
A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint
sealants as applicable to materials, applications, and conditions indicated.
B. Install sealant backings of kind indicated to support sealants during application and at position
required to produce cross-sectional shapes and depths of installed sealants relative to joint
widths that allow optimum sealant movement capability.
1. Do not leave gaps between ends of sealant backings.
2. Do not stretch, twist, puncture, or tear sealant backings.
3. Remove absorbent sealant backings that have become wet before sealant application
and replace them with dry materials.
C. Install bond-breaker tape behind sealants where sealant backings are not used between
sealants and backs of joints.
D. Install sealants using proven techniques that comply with the following and at the same time
backings are installed:
1. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses in each joint configuration.
3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow
optimum sealant movement capability.
E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or
curing begins, tool sealants according to requirements specified in subparagraphs below to
form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure
contact and adhesion of sealant with sides of joint.
1. Remove excess sealant from surfaces adjacent to joints.
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2. Use tooling agents that are approved in writing by sealant manufacturer and that do not
discolor sealants or adjacent surfaces.
3. Provide concave joint profile per Figure 8A in ASTM C 1193, unless otherwise indicated.
F. Acoustical Sealant Installation: Comply with ASTM C 919 and with manufacturer's written
recommendations.
G. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by
methods and with cleaning materials approved in writing by manufacturers of joint sealants
and of products in which joints occur.
3.3 FIELD QUALITY CONTROL
A. Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows:
1. Extent of Testing: Test completed and cured sealant joints as follows:
a. Perform 10 tests for the first 1000 feet of joint length for each kind of sealant and
joint substrate.
b. Perform 1 test for each 1000 feet of joint length thereafter or 1 test per each
floor per elevation.
2. Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint
Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in
ASTM C 1521.
B. Evaluation of Field-Adhesion Test Results: Sealants not evidencing adhesive failure from
testing or noncompliance with other indicated requirements will be considered satisfactory.
Remove sealants that fail to adhere to joint substrates during testing or to comply with other
requirements. Retest failed applications until test results prove sealants comply with indicated
requirements.
3.4 JOINT-SEALANT SCHEDULE
A. Joint-Sealant Application: Exterior joints in horizontal traffic surfaces.
1. Joint Locations:
a. Control and expansion joints in brick pavers.
b. Isolation and contraction joints in cast-in-place concrete slabs.
c. Joints between plant-precast architectural concrete paving units.
d. Joints in stone paving units, including steps.
e. Tile control and expansion joints.
f. Joints between different materials listed above.
g. Other joints as indicated.
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2. Joint Sealant: Urethane.
3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
B. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces.
1. Joint Locations:
a. Construction joints in cast-in-place concrete.
b. Joints between plant-precast architectural concrete units.
c. Control and expansion joints in unit masonry.
d. Joints in dimension stone cladding.
e. Joints in glass unit masonry assemblies.
f. Joints in exterior insulation and finish systems.
g. Joints between metal panels.
h. Joints between different materials listed above.
i. Perimeter joints between materials listed above and frames of doors, windows,
and louvers.
j. Control and expansion joints in ceilings and other overhead surfaces.
k. Other joints as indicated.
2. Joint Sealant: Siliconized Acrylic Latex.
3. Joint Sealant: Urethane.
4. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
C. Joint-Sealant Application: Interior joints in horizontal traffic surfaces.
1. Joint Locations:
a. Isolation joints in cast-in-place concrete slabs.
b. Control and expansion joints in stone flooring.
c. Control and expansion joints in brick flooring.
d. Control and expansion joints in tile flooring.
e. Other joints as indicated.
2. Joint Sealant: Urethane.
3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
D. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces.
1. Joint Locations:
a. Control and expansion joints on exposed interior surfaces of exterior walls.
b. Perimeter joints of exterior openings where indicated.
c. Tile control and expansion joints.
d. Vertical joints on exposed surfaces of interior unit masonry, concrete, walls, and
partitions.
e. Joints on underside of plant-precast structural concrete beams and planks.
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f. Perimeter joints between interior wall surfaces and frames of interior doors,
windows, and elevator entrances.
g. Other joints as indicated.
2. Joint Sealant: Acrylic Latex.
3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
E. Joint-Sealant Application: Interior joints on vertical non-traffic surfaces:
1. Joint Locations:
a. Vertical joints on exposed interior surfaces of unit masonry (CMU’s and brick),
and cast-in-place concrete columns.
b. Joints on underside of exposed pre-cast structural beams and planks and cast-in-
place concrete floors.
c. Joint Sealant: Siliconized Acrylic Latex
d. Joint Sealant Color: As selected by Architect from manufacturer’s full range of
colors.
F. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal
nontraffic surfaces.
1. Joint Sealant Location:
a. Joints between plumbing fixtures and adjoining walls, floors, and counters.
b. Tile control and expansion joints where indicated.
c. Other joints as indicated.
2. Joint Sealant: Silicone.
3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
G. Joint-Sealant Application: Interior acoustical joints in vertical surfaces and horizontal
nontraffic surfaces.
1. Joint Location:
a. Acoustical joints where indicated.
b. Other joints as indicated.
2. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.
END OF SECTION 079200
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FRP / Aluminum Hybrid Doors 081743 1
SECTION 081743 - FRP/ ALUMINUM HYBRID DOORS
PART 1 GENERAL
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions and Section
007300 Supplementary Conditions and other Divisions 00 and 01 specification sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code requirements shall have
precedence over this specification where conflicts exist.
1.2 SECTION INCLUDES
A. SL-17 Pebble Grain FRP/ Aluminum Hybrid Door installed in Aluminum Framing compete with hardware and
related components as shown on drawings and specified in this section (Doors A/102, A104, and A/105).
Doors and frames shall be prepared for future electronic locks.
B. SL-17 Pebble Grain FRP/ Aluminum Hybrid Door installed in Thermally Broken Aluminum Framing compete
with hardware and related components as shown on drawings and specified in this section (Doors A/101 and
B/101). Doors and frames shall be prepared for card readers and electronic locks.
1.3 SUBMITTALS
A. Action Submittals/ Informational Submittals.
1. Product Data.
2. Submit manufacturer’s product data sheets, catalog pages illustrating the products, description of
materials, components, fabrication, finishes, installation instructions, and applicable test reports.
B. Shop Drawings.
1. Submit manufacturer’s shop drawings, including elevations, sections, and details indicating dimensions,
tolerances, materials, fabrication, doors, panels, framing, hardware schedule, and finish.
C. Samples.
1. Submit manufacturer’s sample of standard colors for door face and frame.
D. Closeout Submittals.
1. Operation and Maintenance Manual.
a. Submit manufacturer’s maintenance and cleaning instructions for doors and frames, including
maintenance and operating instructions for hardware.
2. Warranty Documentation.
a. Submit manufacturer’s standard warranty.
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1.4 QUALITY ASSURANCE
A. Manufacturer’s Qualifications.
1. Door and frame components must be fabricated by same manufacturer.
B. Accessible Entrances:
1. Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's
ADA-ABA Accessibility Guidelines and ICC/ANSI A117.1.
1.5 WARRANTY
A. Warrant doors, frames, and factory installed hardware against failure in materials and workmanship, including
excessive deflection, faulty operation, defects in hardware installation, and deterioration of finish or
construction in excess of normal weathering.
B. Standard Period.
1. Ten years starting on date of shipment.
C. Limited lifetime
1. Covers failure of corner joinery, core deterioration, and delamination or bubbling of door skin and
corrosion of all-fiberglass products while the door is in its specified application in its original installation.
E. Finish
1. Kynar painted aluminum: 10 years.
2. Painted SL-17, SL-18, SL-19, SL-19-1, and SL-20 face sheets: 5 years.
3. Painted AF-150 frames, AF-250 frames: 3 years.
4. Anodized, aluminum:10 years.
5. Thresholds do not have a finish warranty.
PART 2 PRODUCTS
2.01 FRP/ALUMINUM HYBRID DOORS
A. Manufacturer.
1. Special-Lite, Inc.
a. PO Box 6, Decatur, Michigan 49045.
b. Toll Free (800) 821-6531, Phone (269) 423-7068, Fax (800) 423-7610.
c. Web Site www.special-lite.com.
d. E-Mail info@special-lite.com.
2.02 DESCRIPTION
A. Model.
1. SL-17 Pebble Grain FRP/ Aluminum Hybrid Door.
B. Door Opening Size.
1. See Schedule on Sheet A1.
C. Construction.
1. Door Thickness.
a. 1-3/4”.
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2. Stiles & Rails.
a. Aluminum extrusions made from 6063 aluminum alloys with a minimum temper of T5.
b. Minimum 2-5/16” deep one-piece extrusion with have integral reglets to accept face sheet on both
interior and exterior side of door which secure face sheet into place and permit flush appearance.
c. Screw or snap in place applied caps are not acceptable.
d. Top rails must have integral legs for interlocking continuous extruded aluminum flush cap.
e. Bottom rails must have integral legs for interlocking continuous weather bar with single nylon
brush weather stripping or manually adjustable SL-301 door bottom with two nylon brush weather
stripping.
f. Meeting stiles to include integral pocket to accept pile brush weather seal.
3. Corners.
a. Mitered.
b. Secured with 3/8” diameter full-width steel tie rod through extruded splines top and bottom which
are integral to standard tubular shaped rails.
c. 1-1/4” x 1-1/4” x 3/16” 6061 aluminum angle reinforcement at corner to give strong, flat surface
for locking hex nut to bear on.
d. Weld, glue, or other methods of corner joinery are not acceptable.
4. Core.
a. Poured-in-place polyurethane foam.
b. Laid in foam cores are not acceptable.
c. Foam Plastic Insulated Doors: IBC 2603.4.
1. Foam plastic shall be separated from the interior of a building by an approved thermal barrier.
2. Approved thermal barrier must meet the acceptance criteria of the Temperature Transmission
Fire Test and Integrity Fire Test as stated in NFPA 275.
3. IBC 2603.4.1.7 foam plastic insulation, having a flame spread index less than 75 and a smoke
developed index of not more than 450 shall be permitted as a door core when the face is
metal minimum 0.032” aluminum or 0.016” steel.
4. Standard door assembly can be tested to show it meets these requirements without the use of
thermal barrier. If no independent testing conducted all doors with foam plastic core must
have a thermal barrier.
5. Face Sheet.
a. Exterior
1. 0.120” thick, pebble texture, through color with SpecLite 3 ® integral surfaseal film FRP sheet.
2. Optional painted finish consult manufacturer.
3. Class C standard.
b. Interior
1. 0.120” thick, pebble texture, through color with SpecLite 3 ® integral surfaseal film FRP sheet.
2. Optional painted finish consult manufacturer.
3. Class C standard optional Class A available consult manufacturer.
c. Attachment of face sheet.
1. Extruded stiles and rails to have integral reglets to accept face sheet on both interior and
exterior side of door which secure face sheet into place and permit flush appearance.
2. Use of glue to bond face sheet to core or extrusions is not acceptable.
6. Cutouts.
a. Manufacture doors with cutouts for required vision lites, louvers, and panels.
7. Hardware.
a. Pre-machine doors in accordance with templates from specified hardware manufacturers.
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b. Surface mounted closures will be reinforced for but not prepped or installed at factory.
c. Factory install door hardware.
8. Reinforcements.
a. Aluminum extrusions made from 6061 or 6063 aluminum alloys.
b. Sheet and plate to conform to ASTM-B209.
c. Alloy and temper to be selected by manufacturer for strength, corrosion resistance, and application
of required finish, and control of color.
d. Bars and tubes to meet ASTM-B221.
D. Sustainability Characteristics.
1. LEED Declaration.
a. Entrance Products contribute to point calculations for the following credits:
1. MR Credit 4.1 Recycled Content 10% (post-consumer = ½ pre-consumer) 1 point.
2. MR Credit 4.2 Recycled Content 20% (post-consumer = ½ pre-consumer) 1 point.
b. All aluminum extrusions are produced using prime-equivalent billet produced from 100%
reprocessed 6063-T6 alloy recovered from industrial processes. The USGBC classifies these
extrusions as pre-consumer recycled material.
c. Manufacturing facility located within 500 miles of major components and materials, including
aluminum extrusions.
d. The point of recovery and smelting of pre-consumer recycled material within 500 miles of the
manufacturing facility.
2.03 FRAMING
A. Framing
1. Aluminum Tube Framing with Applied Stops.
a. Model.
1. SL-55.
b. Materials.
1. See 2.05.A.
c. Perimeter Frame Members.
1. Box type with 4 enclosed sides.
2. Factory fabricated.
3. Open-back framing is not acceptable.
d. Applied Door Stops.
1. 5/8” x 1-1/4” or 5/8” x 1-3/4”, 0.125” wall thickness, with screws and weather-stripping.
2. Provide solid ½” aluminum bar behind door stop for closer shoe attachment.
3. Pressure gasketing for weathering seal.
4. Counterpunch fastener holes in door stop to preserve full-metal thickness under fastener
head.
e. Caulking.
1. Caulk joints before assembling frame members.
f. Frame Member to Member Connections.
1. Secure joints with fasteners.
2. Provide hairline butt joint appearance.
g. Hardware
1. Pre-machine and reinforce frame members for hardware in accordance with manufacturer's
standards and door hardware schedule.
2. Surface mounted closures will be reinforced for but not prepped or installed at factory.
3. Factory install door hardware.
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h. Anchors:
1. Anchors appropriate for wall conditions to anchor framing to wall materials.
2. Door Jamb and Header Mounting Holes: Maximum of 24-inch centers.
3. Secure head and sill members of transom, side lites, and similar conditions.
2. Thermally Broken Aluminum Framing.
a. Model.
1. SL-600TB.
b. Materials.
1. See 2.05.A.
c. Perimeter Frame Members.
1. Storefront frame with thermally broken pocket filler.
2. Factory fabricated.
3. Open-back framing is not acceptable.
d. Thermal Strut.
1. Fiber reinforced plastic, no other materials will be accepted.
e. Applied Door Stops.
1. 5/8” x 1-1/4” or 5/8” x 1-3/4”, 0.125” wall thickness, with screws and weather-stripping.
2. Provide solid ½” aluminum bar behind door stop for closer shoe attachment.
3. Pressure gasketing for weathering seal.
4. Counterpunch fastener holes in door stop to preserve full-metal thickness under fastener
head.
5. Minimum ½” aluminum bar reinforcement under doorstop for required hardware
attachments, aluminum to meet ASTM-B221.
f. Caulking.
1. Caulk joints before assembling frame members.
g. Frame Member to Member Connections.
1. Secure joints with fasteners.
2. Provide hairline butt joint appearance.
3. Shear block construction only, no screw spline allowed.
h. Hardware
1. Pre-machine and reinforce frame members for hardware in accordance with manufacturer's
standards and door hardware schedule.
2. Surface mounted closures will be reinforced for but not prepped or installed at factory.
3. Factory install door hardware.
i. Anchors:
1. Anchors appropriate for wall conditions to anchor framing to wall materials.
2. Door Jamb and Header Mounting Holes: Maximum of 24-inch centers.
3. Secure head and sill members of transom, side lites, and similar conditions.
2.04 PERFORMANCE
A. Face Sheet.
1. Standard Interior and Exterior Class C 0.120” thick, pebble texture, through color with SpecLite 3 ®
integral surfaseal film FRP sheet.
a. Flexural Strength, ASTM-D790: 21 x 103 psi.
b. Flexural Modulus, ASTM-D790: 0.7 x 106 psi.
c. Tensile Strength, ASTM-D638: 13 x 103 psi.
d. Tensile Modulus, ASTM-D638: 1.2 x 106 psi.
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e. Barcol Hardness, ASTM-D2583: 55.
f. Izod Impact, ASTM-D256: 14.0 ft-lb/in.
g. Gardner Impact Strength, ASTM-D5420: 120 in-lb.
h. Water Absorption, ASTM-D570: 0.20%/24hrs at 77°F.
i. Surface Burning, ASTM-E84: Flame Spread ≤ 200, Smoke Developed ≤ 450.
j. Taber Abrasion Resistance, Taber Test: 0.007% Max Wt. Loss, cs-17 wheels, 1000g. Wt., 25 cycles.
k. Chemical Resistance.
1. Excellent Rating.
a. Acetic Acid, Concentrated.
b. Acetic Acid, 5%.
c. Bleach Solution.
d. Detergent Solution.
e. Distilled Water.
f. Ethyl Acetate.
g. Formaldehyde.
h. Heptane.
i. Hydrochloric Acid, 10%.
j. Hydrogen Peroxide, 3%.
k. Isooctane.
l. Lactic Acid, 10%.
l. USDA/FSIS Requirements.
1. FRP face sheet with SpecLite 3® integral surfaseal is a finished outer surface material that is
rigid; durable; non-toxic; non-corrosive; moisture resistant; a light, solid color such as white;
easily inspected; smooth or an easily cleaned texture.
2. FRP face sheet with SpecLite 3® integral surfaseal does not contain any known carcinogen,
mutagen, or teratogen classified as hazardous substances; heavy metals or toxic substances;
antimicrobials; pesticides or substances with pesticidal characteristics.
B. Door Core.
1. Density, ASTM-D1622: ≤ 5.0 pcf.
2. Compressive Properties, ASTM-D1621: Compressive Strength ≥ 60 psi, Compressive Modulus ≥ 1948 psi.
3. Tensile and Tensile Adhesion Properties, ASTM-D1623: Tensile Adhesion, 3” x 3” FRP Facers ≥ 53 psi,
Tensile Adhesion, 1” x 1” Foam ≥ 104 psi.
4. Thermal and Humid Aging, ASTM-D2126: Volume Change at 158 °F, 100% humidity, 14 days ≤ 13%.
5. Thermal Conductivity, ASTM-C518, Thermal Resistance ≥ 0.10 m 2K/W.
C. Door Panel.
1. Thermal Transmittance, AAMA 1503-98: U-Factor = 0.29 Btu/hr∙ft²∙°F, CRFp = 55.
2. Indoor Air Quality, ASTM-D5116, ASTM-D6607: GreenGuard, GreenGuard Gold.
D. Door and Aluminum Tube Frame Assembly.
1. Physical Endurance, ANSI A250.4: 25,000,000 Cycles, No Damage.
2. Salt Spray, ASTM-B117: 500 hours minimum exposure.
3. Air Leakage, NFRC 400, ASTM-E283.
a. Opaque Swinging Door (< than 50% glass)
1. 0.01 cfm/sqft @ 1.57 psf.
2. 0.01 cfm/sqft @ 6.24 psf.
b. Commercially Glazed Swinging Entrance Door (> than 50% glass)
1. 0.38 cfm/sqft @ 1.57 psf.
2. 0.73 cfm/sqft @ 6.24 psf.
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4. Structural Performance, ASTM E-330.
a. Single or Pair of Doors, 8’4” x 8’2” overall size, single point latching.
1. ± 75 psf design pressure, pass.
5. Impact and Cycle Test, ASTM-E1886.
a. Single or Pair of Doors, 6’8” x 7’8” overall size, 3-point latching.
1. 9 lbs. missile @ 50 fps, minimum 3 impacts, no rips, tears, or penetrations.
2. ± 75 psf design pressure, pass.
6. Forced Entry, AAMA 1304.
a. Single or Pair of Doors, 6’8” x 7’8” overall size, 3-point latching.
1. 300lb Pull Test, pass.
7. Impact Test, TAS 201.
a. Single or Pair of Doors, 6’8” x 7’8” overall size, 3-point latching.
1. 9 lbs. missile @ 50 fps, minimum 3 impacts, no rips, tears, or penetrations.
8. Static Air Pressure, TAS 202.
a. Single or Pair of Doors, 6’8” x 7’8” overall size, 3-point latching.
1. ± 65 psf design pressure, pass.
2. Forced Entry, 300lb Pull Test, pass.
9. Cyclic Wind Pressure Loading, TAS 203.
a. Single or Pair of Doors, 6’8” x 7’8” overall size, 3-point latching.
1. ± 65 psf design pressure, pass.
10. Security Test, ASTM-F476: Minimum Grade 40.
11. Blast Test, ASTM-F1642.
a. 6 psi @ 45 psi-msec, minimal hazard, operable.
E. Door and Thermally Broken Aluminum Frame Assembly.
1. Thermal Transmittance, NFRC 100.
a. Opaque Swinging Door (< than 50% glass)
1. U-Factor = 0.31 Btu/hr∙ft²∙°F.
b. Commercially Glazed Swinging Entrance Door (> than 50% glass)
1. U-Factor = 0.64 Btu/hr∙ft²∙°F.
2. Air Leakage, NFRC 400, ASTM-E283.
a. Opaque Swinging Door (< than 50% glass)
1. 0.01 cfm/sqft @ 1.57 psf.
2. 0.01 cfm/sqft @ 6.24 psf.
b. Commercially Glazed Swinging Entrance Door (> than 50% glass)
1. 0.38 cfm/sqft @ 1.57 psf.
2. 0.73 cfm/sqft @ 6.24 psf.
3. Sound Transmission, ASTM-E90: STC = 30, OITC = 29.
2.05 MATERIALS
A. Aluminum Members.
1. Aluminum extrusions made 6061 or 6063 aluminum alloys.
2. Sheet and plate to conform to ASTM-B209.
3. Alloy and temper to be selected by manufacturer for strength, corrosion resistance, and application of
required finish, and control of color.
B. Fiberglass.
1. See 2.02.C.5.
C. Fasteners.
1. All exposed fasteners will have a finish to match material being fastened.
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2. 410 stainless steel or other non-corrosive metal.
3. Must be compatible with items being fastened.
2.06 FABRICATION
A. Factory Assembly.
1. Door and frame components from the same manufacturer.
2. Required size for door and frame units, shall be as indicated on the drawings.
3. Complete cutting, fitting, forming, drilling, and grinding of metal before assembly.
4. All cut edges to be free of burs.
5. Welding of doors or frames is not acceptable.
6. Maintain continuity of line and accurate relation of planes and angles.
7. Secure attachments and support at mechanical joints with hairline fit at contact surfaces.
B. Shop Fabrication
1. All shop fabrication to be completed in accordance with manufactures process work instructions.
2. Quality control to be performed before leaving each department.
2.07 FINISHES
A. Door.
1. Aluminum.
a. Anodizing.
1. Class 1 Anodizing, minimum 0.7 mils thick.
a. Color (to be approved by Owner).
1. Dark Bronze, AA-M10C12C22A44.
2. FRP Face Sheets
a. Through color.
1. Color (to be approved by Owner).
a. Dark Bronze #5534.
B. Frame
a. Anodizing.
1. Class 1 Anodizing, minimum 0.7 mils thick.
a. Color (to be approved by Owner).
1. Dark Bronze, AA-M10C12C22A44.
2.08 ACCESSORIES
A. Vision Lites.
1. Factory Glazing.
a. Model.
1. FL Standard.
b. Glazing Thickness.
1. 1".
c. Rectangular Lites.
a. Size, as indicated on drawings.
B. Hardware.
1. Pre-machine doors in accordance with templates from specified hardware manufactures and hardware
schedule. Doors and frames shall be prepared for future electronic locks.
2. Factory install hardware.
3. Hardware Schedule.
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a. As follows.
1. Hinges.
a. SL-11HD.
2. Locking Hardware.
a. In accordance with Owner cylinder system.
3. Door Pulls.
a. SL-82.
4. Push Bars.
a. SL-150.
5. Concealed Prox. Reader.
a. Prepare for future reader.
6. Concealed adjustable bottom brush.
a. SL-301.
1. Not for use with CVR type hardware.
7. Concealed adjustable meeting stile astragal.
a. Adjustable astragal by Special-Lite.
8. Mullions.
a. Model.
1. SL-60.
9. Thresholds.
a. Aluminum threshold by Special-Lite.
10. General: Provide entrance door hardware for each entrance door to comply with requirements
in this Section.
a. Entrance Door Hardware Sets: Provide quantity, item, size, finish or color indicated.
b. Sequence of Operation: Provide electrified door hardware function, sequence of
operation, and interface with other building control systems indicated.
c. Opening-Force Requirements:
1. Egress Doors: Not more than 15 lbf to release the latch and not more than 30 lbf to
set the door in motion and not more than 15 lbf to open the door to its minimum
required width.
2. Accessible Interior Doors: Not more than 5 lbf to fully open door.
11. Opening-Force Requirements:
a. Delayed-Egress Locks: Lock releases within 15 seconds after applying a force of not more
than 15 lbf for not more than 3 seconds.
b. Latches and Exit Devices: Not more than 15 lbf required to release latch.
12. Butt Hinges: BHMA A156.1, Grade 1, radius corner.
a. Nonremovable Pins: Provide set screw in hinge barrel that, when tightened into a groove
in hinge pin, prevents removal of pin while entrance door is closed.
b. Exterior Hinges: Stainless steel, with stainless-steel pin.
c. Quantities:
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1. For doors up to 87 inches high, provide 3 hinges per leaf.
2. For doors more than 87 and up to 120 inches high, provide 4 hinges per leaf.
13. Continuous-Gear Hinges: Manufacturer's standard with stainless-steel bearings between
knuckles, fabricated to full height of door and frame.
14. Mortise Auxiliary Locks: BHMA A156.5, Grade 1.
15. Manual Flush Bolts: BHMA A156.16, Grade 1.
16. Automatic and Self-Latching Flush Bolts: BHMA A156.3, Grade 1.
17. Panic Exit Devices: BHMA A156.3, Grade 1, listed and labeled by a testing and inspecting agency
acceptable to authorities having jurisdiction, for panic protection, based on testing according to
UL 305.
18. Cylinders: In accordance with Owner cylinder system.
a. Keying: Master key system to be furnished by Owner.
19. Strikes: Provide strike with black-plastic dust box for each latch or lock bolt; fabricated for
aluminum framing.
20. Operating Trim: BHMA A156.6.
21. Removable Mullions: BHMA A156.3, extruded aluminum.
a. When used with panic exit devices, provide removable mullions listed and labeled by a
testing and inspecting agency acceptable to authorities having jurisdiction, for panic
protection, based on testing according to UL 305. Use only mullions that have been tested
with exit devices to be used.
22. Closers: BHMA A156.4, Grade 1, with accessories required for a complete installation, sized as
required by door size, exposure to weather, and anticipated frequency of use; adjustable to
meet field conditions and requirements for opening force.
23. Concealed Overhead Holders: BHMA A156.8, Grade 1.
24. Surface-Mounted Holders: BHMA A156.16, Grade 1.
25. Door Stops: BHMA A156.16, Grade 1, floor or wall mounted, as appropriate for door location
indicated, with integral rubber bumper.
26. Weather Stripping: Manufacturer's standard replaceable components.
27. Weather Sweeps: Manufacturer's standard exterior-door bottom sweep with concealed
fasteners on mounting strip.
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28. Silencers: BHMA A156.16, Grade 1.
29. Thresholds: BHMA A156.21, raised thresholds beveled with a slope of not more than 1:2, with
maximum height of 1/2 inch.
30. Finger Guards: Manufacturer's standard collapsible neoprene or PVC gasket anchored to frame
hinge-jamb at center-pivoted doors.
C. Architectural Panels.
1. FRP Panels.
a. SL-37.
1. Size, as indicated on drawings.
2. Thickness.
a. 1".
3. Face Sheet.
a. Material.
1. Standard exterior and interior face, Class C 0.120” thick, pebble texture, through
color with SpecLite 3® integral surfaseal film FRP sheet.
b. Dark Bronze.
4. Performance.
a. Face Sheet.
1. See 2.02.C.5.
b. 1” Thick Panel.
1. Polyurethane foam core.
2. Impervious to water.
3. Thermal Performance, AAMA 1503-98.
a. U-Factor = 0.23 Btu/hr∙ft²∙°F.
b. CRFp = 81.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine areas to receive doors.
B. Notify architect of conditions that would adversely affect installation or subsequent use.
C. Do no proceed with installation until unsatisfactory conditions are corrected.
3.02 PREPARATION
A. Ensure openings to receive frames are plumb, level, square, and in tolerance.
3.03 ERECTION
A. Install doors in accordance with manufacturer’s instructions.
B. Install doors plumb, level, square, true to line, and without warp or rack.
C. Anchor frames securely in place.
D. Separate aluminum from other metal surfaces with bituminous coatings or other means approved by
architect.
E. Set thresholds in bed of mastic and back seal.
F. Install exterior doors to be weathertight in closed position.
G. Repair minor damages to finish in accordance with manufacturer’s instructions and as approved by architect.
H. Remove and replace damaged components that cannot be successfully repaired as determined by architect.
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3.04 FIELD QUALITY CONTROL
A. Manufacture’s Field Services.
1. Manufacturer’s representative shall provide technical assistance and guidance for installation of doors.
3.05 ADJUSTING
A. Adjust doors, hinges, and locksets for smooth operation without binding.
3.06 CLEANING
A. Clean doors promptly after installation in accordance with manufacturer’s instructions.
B. Do not use harsh cleaning materials or methods that would damage finish.
3.07 PROTECTION
A. Protect installed doors to ensure that, except for normal weathering, doors will be without damage or
deterioration at time of substantial completion.
END OF SECTION 081743
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SECTION 085113 – ALUMINUM WINDOWS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Furnish and install aluminum architectural windows complete with hardware, screen and relat-
ed components as shown on drawings and specified in this section.
B. All windows shall be EFCO® Series SX45 Thermal Horizontal Sliding or approved equal.
1. Test reports documenting compliance with requirements.
2. An NFRC Bid Report must be provided to ensure compliance with the specified thermal per-
formance.
C. Glass and Glazing
1. All units shall be factory glazed.
D. Single Source Requirement
1. All products shall be by the same manufacturer.
1.3 PERFORMANCE REQUIREMENTS
A. Test Units
1. Air, water, and structural test unit shall conform to requirements set forth in
AAMA/WDMA/CSA 101/I.S.2/A440 – 17 and manufacturer's standard locking/operating
hardware and insulated glazing configuration.
2. Thermal test unit sizes shall be 72" (1828 mm) x 48" (1219 mm). Unit shall consist of a sin-
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gle horizontal sliding window.
B. Test Procedures and Performances
1. Windows shall conform to all AAMA/WDMA/CSA 101/I.S.2/A440–17 requirements for the
window type referenced in 1.01.B. In addition, the following specific performance require-
ments shall be met.
2. Life Cycle Testing
a. Test in accordance with AAMA 910. There shall be no damage to fasteners, hardware
parts, support arms, activating mechanisms, or any other damage that would cause the
window to be inoperable. Air infiltration and water resistance tests shall not exceed
specified requirements.
3. Air Infiltration Test
a. With ventilators closed and locked, test unit in accordance with ASTM E 283 at a static
air pressure difference of 6.27 psf (300 Pa).
b. Air infiltration shall not exceed .30 cfm/SF (1.5 l/s•m²) of unit.
4. Water Resistance Test
a. With ventilators closed and locked, test unit in accordance with ASTM E 331/ASTM E
547 at a static air pressure difference of 15.0 psf (720 Pa).
b. There shall be no uncontrolled water leakage.
5. Uniform Load Deflection Test
a. With ventilators closed and locked, test unit in accordance with ASTM E 330 at a static
air pressure difference of 45.0 psf (2155 Pa), positive and negative pressure.
6. Uniform Load Structural Test
a. With ventilators closed and locked, test unit in accordance with ASTM E 330 at a static
air pressure difference of 60.2 psf (2880 Pa), both positive and negative.
7. Forced Entry Resistance
a. Windows shall be tested in accordance to ASTM F 588 or AAMA 1302.5 and meet the
requirements of performance level 40.
8. Condensation Resistance Test (CRF)
a. Test unit in accordance with AAMA 1503.1.
b. Frame Condensation Resistance Factor (CRF) shall not be less than 69.
9. Condensation Resistance (CR)
a. With ventilators closed and locked, calculate CR in accordance with NFRC 500-2014.
b. Condensation Resistance (CR) shall not be less than ___ when glazed with ___ center of
glass U-Factor. (See chart at end of section).
10. Thermal Transmittance Test (Conductive U-Factor)
a. With ventilators closed and locked, calculate U factor in accordance with NFRC 100-
2014.
b. Conductive thermal transmittance (U-Factor) shall not be more than 0.29 BTU/hr•ft 2•°F.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
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B. Shop Drawings: For aluminum-framed systems. Include plans, elevations, sections, details,
and attachments to other work.
1. Include details of provisions for system expansion and contraction and for drainage of
moisture in the system to the exterior.
1.5 INFORMATIONAL SUBMITTALS
A. Product test reports.
B. Field quality-control reports.
C. Warranties: Sample of special warranties.
1.6 CLOSEOUT SUBMITTALS
A. Maintenance data.
1.7 QUALITY ASSURANCE
A. Installer Qualifications: Manufacturer's authorized representative who is trained and
approved for installation of units required for this Project.
B. Testing Agency Qualifications: Qualified according to ASTM E 699 for testing indicated.
C. Engineering Responsibility: Prepare data for aluminum-framed systems, including Shop
Drawings, based on testing and engineering analysis of manufacturer's standard units in
systems similar to those indicated for this Project.
D. Product Options: Information on Drawings and in Specifications establishes requirements for
systems' aesthetic effects and performance characteristics. Aesthetic effects are indicated by
dimensions, arrangements, alignment, and profiles of components and assemblies as they
relate to sightlines, to one another, and to adjoining construction. Performance characteristics
are indicated by criteria subject to verification by one or more methods including
preconstruction testing, field testing, and in-service performance.
E. Source Limitations for Aluminum-Framed Systems: Obtain from single source from single
manufacturer.
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PART 2 - PRODUCTS
2.1 HORIZONTAL SLIDING ALUMINUM WINDOWS
A. Aluminum
1. Extruded aluminum shall be 6063-T6 alloy and tempered.
B. Hardware
1. Concealed plunger lock in the meeting rail with a flush mounted actuating handle.
2. Sash shall ride on steel ball bearing rollers and a raised track, so dirt will not interfere with
normal operation.
C. Weather-Strip
1. All primary weather-strip shall be E-lon or equal.
D. Glass
1. Insulated glass shall be 1” thick with a center of glass U-Factor of 0.29 constructed as fol-
lows:
a. Exterior lite – ¼ inch thick, Bronze color, H.S. Temp glass.
b. Air space of 1/2 inch.
c. Interior lite – ¼ inch thick, clear, H.S Temp glass,
with a surface coating of SB60 on the number 3 surface.
E. Thermal Barrier
1. All exterior aluminum shall be separated from interior aluminum by a rigid, structural ther-
mal barrier. For purposes of this specification, a structural thermal barrier is defined as a
system that shall transfer shear during bending and, therefore, promote composite action
between the exterior and interior extrusions.
2. The thermal barrier shall be thermal struts, consisting of glass reinforced polyamide nylon,
mechanically crimped in raceways extruded in the exterior and interior extrusions.
3. Poured and debridged urethane thermal barriers shall not be permitted.
F. Fabrication - General
1. All aluminum frame and sash extrusions shall have a minimum wall thickness of .062”
(1.5 mm). Frame sill members shall have a minimum wall thickness of .094” (2.3 mm).
2. Depth of frame shall not be less than 4-1/2” (98 mm).
3. Mechanical fasteners, welded components, and hardware items shall not bridge thermal
barriers. Thermal barriers shall align at all frame and vent corners.
4. All frame and vent members shall be able to accommodate separate interior and exterior
finishes and colors.
G. Frame
1. Frame components shall be mechanically fastened.
2. Frame and sash shall have a continuous interlock at the meeting rail.
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H. Sash
1. Sash vertical members shall telescope into the sash horizontals and be mechanically fas-
tened.
2. The sash shall be single or double weather-stripped.
I. Screens
1. Half screens only shall be permitted. The screen shall not be surface mounted.
2. Screen frames shall be extruded aluminum.
3. Screen mesh shall be aluminum or fiberglass.
J. Glazing
1. All lites (both sash and fixed) of the horizontal sliding window shall be inside glazed and
weeped.
2. All units shall be glazed with the manufacturer's standard sealant process provided the glass
is held in place by a removable, extruded aluminum, glazing bead. The glazing bead must be
isolated from the glazing material by a gasket.
3. All units shall be glazed with a minimum of 1/2” glass bite.
K. Finishes – Color to match existing clear-story aluminum window (Dark Bronze Anodized).
1. Anodic
a. Finish all exposed areas of aluminum windows and components with electrolytically-
deposited color in accordance with Aluminum Association Designation.
2. Organic
a. Liquid Fluoropolymer Aluminum Extrusion Coatings, AAMA 2605-20: Minimum 70 per-
cent PVDF resin by weight, in color coat and clear topcoat. Color as selected from one of
the following:
I. EFCO Ultrapon Color Card
II. Sherwin-Williams Coil Coatings Fluropon Color Card
III. Sherwin-Williams Coil Coatings Metal Trends Color Card - Sherwin-Williams Coil
Coatings Fluropon Color Card
2.2 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
1. Arcadia, Inc.
2. Arch Aluminum & Glass Co., Inc.
3. CMI Architectural.
4. Commercial Architectural Products, Inc.
5. EFCO Corporation.
6. Kawneer North America; an Alcoa company.
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7. Leed Himmel Industries, Inc.
8. Pittco Architectural Metals, Inc.
9. TRACO.
10. Tubelite.
11. United States Aluminum.
12. Vistawall Architectural Products; The Vistawall Group; a Bluescope Steel company.
13. YKK AP America Inc.
PART 3 - EXECUTION
3.1 INSPECTION
A. Job Conditions
1. Verify that openings are dimensionally within allowable tolerances, plumb, level, clean,
provide a solid anchoring surface, and are in accordance with approved shop drawings.
3.2 INSTALLATION
A. Use only skilled tradesmen with work done in accordance with approved shop drawings and
specifications.
B. Plumb and align window faces in a single plane for each wall plane, and erect windows and
materials square and true. Adequately anchor to maintain positions permanently when
subjected to normal thermal movement, specified building movement, and specified wind
loads.
C. Adjust windows for proper operation after installation.
D. Furnish and apply sealants to provide a weather tight installation at all joints and intersections
and at opening perimeters. Wipe off excess material and leave all exposed surfaces and joints
clean and smooth.
E. Install all window frame and door units plumb and true and as shown on the approved shop
drawings. All anchorage shall be rigid and frames shall withstand wind loads as listed in the
Minnesota State Building Code and as specified herein.
F. Installation shall be in accordance with reviewed product data, final shop drawings, the
manufacturer’s specifications and recommendations, and as indicated on the Drawings.
G. Erection Tolerances: Comply with manufacturer's published instructions.
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3.3 ANCHORAGE
A. Adequately anchor to maintain positions permanently when subjected to normal thermal
movement, specified building movement, and specified wind loads.
3.4 ADJUSTING AND CLEANING
A. Touch-Up Painting: Immediately after installation, touch-up scratched, nicked, abraded,
chipped, or otherwise damaged areas of the finish so as to be unnoticeable.
B. Cleaning: Wash to remove any deleterious material from finished surfaces immediately.
3.5 PROTECTION AND CLEANING
A. Provide final protection and maintain conditions in a manner acceptable to the Installer that
ensure that the glazed storefronts shall be without damage at the time of Substantial
Completion.
B. After completion of window installation, windows shall be inspected, adjusted, put into
working order and left clean, free of labels, dirt, etc. Protection from this point shall be the
responsibility of the general contractor.
C. A bi-annual sweet water rinse is recommended to prohibit dirt, dust, and debris from
accumulation on the surface of the coating and to help maintain the aesthetic of the coating.
END OF SECTION 084313
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SECTION 087100 – DOOR HARDWARE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Section includes:
1. Mechanical door hardware.
2. Cylinders for door hardware.
3. Electrified door hardware.
B. Products furnished, but not installed, under this Section include the products listed below.
Coordinating and scheduling the purchase and delivery of these products remain requirements
of this Section.
1. Thresholds and weather stripping to be installed under other Sections.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: Details of electrified door hardware.
C. Samples: For each exposed product and for each color and texture specified.
D. Other Action Submittals:
1. Door Hardware Schedule: Prepared by or under the supervision of Installer, detailing
fabrication and assembly of door hardware, as well as installation procedures and
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diagrams. Coordinate final door hardware schedule with doors, frames, and related
work to ensure proper size, thickness, hand, function, and finish of door hardware.
a. Format: Use same scheduling sequence and format and use same door numbers
as in the Contract Documents.
b. Content: Include the following information:
1) Identification number, location, hand, fire rating, size, and material of each
door and frame.
2) Locations of each door hardware set, cross-referenced to Drawings on floor
plans and to door and frame schedule.
3) Complete designations, including name and manufacturer, type, style,
function, size, quantity, function, and finish of each door hardware
product.
4) Description of electrified door hardware sequences of operation and
interfaces with other building control systems.
2. Keying Schedule: Prepared by or under the supervision of Installer, detailing Owner's
final keying instructions for locks.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: Supplier of products and an employer of workers trained and
approved by product manufacturers and an Architectural Hardware Consultant who is
available during the course of the Work to consult with Contractor, Architect, and Owner
about door hardware and keying.
B. Source Limitations: Provide electrified door hardware from same manufacturer as mechanical
door hardware, unless otherwise indicated. Manufacturers that perform electrical
modifications and that are listed by a testing and inspecting agency acceptable to authorities
having jurisdiction are acceptable.
C. Fire-Rated Door Assemblies: Where fire-rated door assemblies are indicated, provide door
hardware rated for use in assemblies complying with NFPA 80 that are listed and labeled by a
qualified testing agency, for fire-protection ratings indicated, based on testing at positive
pressure according to NFPA 252 or UL 10C, unless otherwise indicated.
D. Smoke- and Draft-Control Door Assemblies: Where smoke- and draft-control door assemblies
are required, provide door hardware that meet requirements of assemblies tested according
to UL 1784 and installed in compliance with NFPA 105.
1. Air Leakage Rate: Maximum air leakage of 0.3 cfm/sq. ft. at the tested pressure
differential of 0.3-inch wg of water.
E. Electrified Door Hardware: Listed and labeled as defined in NFPA 70, Article 100, by a testing
agency acceptable to authorities having jurisdiction.
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F. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch. Locks do
not require use of a key, tool, or special knowledge for operation.
G. Accessibility Requirements: For door hardware on doors in an accessible route, comply with
ICC/ANSI A117.1 and the 2020 Minnesota Accessibility Code.
1. Provide operating devices that do not require tight grasping, pinching, or twisting of the
wrist and that operate with a force of not more than 5 lbf.
2. Comply with the following maximum opening-force requirements:
a. Interior, Non-Fire-Rated Hinged Doors: 5 lbf applied perpendicular to door.
b. Sliding or Folding Doors: 5 lbf applied parallel to door at latch.
c. Fire Doors: Minimum opening force allowable by authorities having jurisdiction.
3. Bevel raised thresholds with a slope of not more than 1:2. Provide thresholds not more
than 1/2 inch high.
4. Adjust door closer sweep periods so that, from an open position of 70 degrees, the door
will take at least 3 seconds to move to a point 3 inches from the latch, measured to the
leading edge of the door.
H. Keying Conference: Conduct conference at Project site.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver keys to manufacturer of key control system for subsequent delivery to Owner.
1.6 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or
replace components of door hardware that fail in materials or workmanship within specified
warranty period.
1. Warranty Period: Three years from date of Substantial Completion, unless otherwise
indicated.
a. Electromagnetic Locks: Five years from date of Substantial Completion.
b. Exit Devices: Two years from date of Substantial Completion.
c. Manual Closers: 10 years from date of Substantial Completion.
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PART 2 - PRODUCTS
2.1 SCHEDULED DOOR HARDWARE
A. Provide door hardware for each door as scheduled in Door Hardware Schedule and on
Drawings to comply with requirements in this Section.
1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, products
equivalent in function and comparable in quality to named products.
2. Sequence of Operation: Provide electrified door hardware function, sequence of
operation, and interface with other building control systems indicated.
B. Designations: Requirements for design, grade, function, finish, size, and other distinctive
qualities of each type of door hardware are indicated in Part 3 "Door Hardware Schedule"
Article. Products are identified by using door hardware designations, as follows:
1. Named Manufacturers' Products: Manufacturer and product designation are listed for
each door hardware type required for the purpose of establishing minimum
requirements. Manufacturers' names are abbreviated in Part 3 "Door Hardware
Schedule" Article.
2. References to BHMA Designations: Provide products complying with these designations
and requirements for description, quality, and function.
2.2 HINGES
A. Hinges: Furnished with doors.
2.3 MECHANICAL LOCKS AND LATCHES
A. Strikes: Provide manufacturer's standard strike for each lock bolt or latchbolt complying with
requirements indicated for applicable lock or latch and with strike box and curved lip extended
to protect frame; finished to match lock or latch.
1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by
manufacturer.
2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim.
3. Aluminum-Frame Strike Box: Manufacturer's special strike box fabricated for aluminum
framing.
4. Rabbet Front and Strike: Provide on locksets for rabbeted meeting stiles.
B. Bored Locks: BHMA A156.2; Grade 1 or 2; Series 4000.
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1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Arrow USA; an ASSA ABLOY Group company.
b. Best Access Systems; Div. of Stanley Security Solutions, Inc.
c. Cal-Royal Products, Inc.
d. Corbin Russwin Architectural Hardware; n ASSA ABLOY Group Company.
e. Falcon Lock; An Ingersoll-Rand Company.
f. K2 Commercial Hardware; a Black & Decker Corp. company.
g. Marks USA.
h. Medeco Security Locks, Inc.; an ASSA ABLOY Group company.
i. PDQ Manufacturing.
j. SARGENT Manufacturing Company; an ASSA ABLOY Group company.
k. Schlage Commercial Lock Division; an Ingersoll-Rand company.
l. Weiser Lock Corp.; a Black & Decker Corp. company.
m. Yale Security Inc.; an ASSA ABLOY Group company.
C. Mortise Locks: BHMA A156.13; Operational Grade 1 or 2; stamped steel case with steel or
brass parts; Series 1000.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Accurate Lock & Hardware Co.
b. Adams Rite Manufacturing Co.; an ASSA ABLOY Group company.
c. Arrow USA; an ASSA ABLOY Group company.
d. Best Access Systems; Div. of Stanley Security Solutions, Inc.
e. Cal-Royal Products, Inc.
f. Corbin Russwin Architectural Hardware; an ASSA ABLOY Group company.
g. Falcon Lock; an Ingersoll-Rand company.
h. Marks USA.
i. PDQ Manufacturing.
j. SARGENT Manufacturing Company; an ASSA ABLOY Group company.
k. Schlage Commercial Lock Division; an Ingersoll-Rand company.
l. Yale Security Inc.; an ASSA ABLOY Group company.
2.4 AUXILIARY LOCKS
A. Bored Auxiliary Locks: BHMA A156.5: Grade 1 or 2; with strike that suits frame.
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1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Arrow USA; an ASSA ABLOY Group company.
b. Best Access Systems; Div. of Stanley Security Solutions, Inc.
c. Cal-Royal Products, Inc.
d. Falcon Lock; an Ingersoll-Rand company.
e. Hager Companies.
f. K2 Commercial Hardware; a Black & Decker Corp. company.
g. Marks USA.
h. Medeco Security Locks, Inc.; an ASSA ABLOY Group company.
i. PDQ Manufacturing.
j. SARGENT Manufacturing Company; an ASSA ABLOY Group company.
k. Schlage Commercial Lock Division; an Ingersoll-Rand company.
l. Weiser Lock Corp.; a Black & Decker Corp. company.
m. Yale Security Inc.; an ASSA ABLOY Group company.<
B. Mortise Auxiliary Locks: BHMA A156.5; Grade 1 or 2; with strike that suits frame.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Accurate Lock & Hardware Co.
b. Adams Rite Manufacturing Co.; an ASSA ABLOY Group company.
c. Arrow USA; an ASSA ABLOY Group company.
d. Best Access Systems; Div. of Stanley Security Solutions, Inc.
e. SARGENT Manufacturing Company; an ASSA ABLOY Group company.
f. Schlage Commercial Lock Division; an Ingersoll-Rand company.
g. Yale Security Inc.; an ASSA ABLOY Group company.
2.5 ELECTROMAGNETIC LOCKS
A. Electromagnetic Locks: BHMA A156.23; electrically powered; with electromagnet attached to
frame and armature plate attached to door; full-exterior or full-interior type, as required by
application indicated.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Door Controls International, Inc.
b. Dortronics Systems, Inc.
c. DynaLock Corp.
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d. Rutherford Controls Int'l. Corp.
e. Schlage Commercial Lock Division; an Ingersoll-Rand company.
f. Securitron Magnalock Corporation; an ASSA ABLOY Group company.
g. Security Door Controls.
2.6 EXIT DEVICES AND AUXILIARY ITEMS
A. Exit Devices and Auxiliary Items: BHMA A156.3.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Adams Rite Manufacturing Co.; an ASSA ABLOY Group company.
b. Arrow USA; an ASSA ABLOY Group company.
c. Cal-Royal Products, Inc.
d. Corbin Russwin Architectural Hardware; an ASSA ABLOY Group company.
e. Detex Corporation.
f. Door Controls International, Inc.
g. DORMA Architectural Hardware; Member of The DORMA Group North America.
h. Dor-O-Matic; an Ingersoll-Rand company.
i. K2 Commercial Hardware; a Black & Decker Corp. company.
j. Monarch Exit Devices & Panic Hardware; an Ingersoll-Rand company.
k. Precision Hardware, Inc.; Division of Stanley Security Solutions, Inc.
l. Rutherford Controls Int'l. Corp.
m. SARGENT Manufacturing Company; an ASSA ABLOY Group company.
n. Von Duprin; an Ingersoll-Rand company.
o. Yale Security Inc.; an ASSA ABLOY Group company.
2.7 LOCK CYLINDERS
A. Lock Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel
silver.
1. Manufacturer: Same manufacturer as for locking devices.
2. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Arrow USA; an ASSA ABLOY Group company.
b. ASSA, Inc.; An ASSA ABLOY Group Company.
c. Best Access Systems; Div. of Stanley Security Solutions, Inc.
d. Corbin Russwin Architectural Hardware; an ASSA ABLOY Group company.
e. Falcon Lock; an Ingersoll-Rand company.
f. Medeco Security Locks, Inc.; an ASSA ABLOY Group company.
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g. SARGENT Manufacturing Company; an ASSA ABLOY Group company.
h. Schlage Commercial Lock Division; an Ingersoll-Rand company.
i. Yale Security Inc.; an ASSA ABLOY Group company.
B. Construction Master Keys: Provide cylinders with feature that permits voiding of construction
keys without cylinder removal. Provide 10 construction master keys.
C. Construction Cores: Provide construction cores that are replaceable by permanent cores.
Provide 10 construction master keys.
2.8 KEYING
A. Keying System: Factory registered, complying with guidelines in BHMA A156.28, Appendix A.
Incorporate decisions made in keying conference.
1. Existing System:
a. Master key or grand master key locks to Owner's existing system, coordinate with
Owner.
2. Keyed Alike: Key all cylinders to same change key.
2.9 SURFACE CLOSERS
A. Surface Closers: BHMA A156.4; rack-and-pinion hydraulic type with adjustable sweep and
latch speeds controlled by key-operated valves and forged-steel main arm. Comply with
manufacturer's written recommendations for size of door closers depending on size of door,
exposure to weather, and anticipated frequency of use. Provide factory-sized closers,
adjustable to meet field conditions and requirements for opening force.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Arrow USA; an ASSA ABLOY Group company.
b. Corbin Russwin Architectural Hardware; an ASSA ABLOY Group company.
c. DORMA Architectural Hardware; Member of The DORMA Group North America.
d. Dor-O-Matic; an Ingersoll-Rand company.
e. K2 Commercial Hardware; a Black & Decker Corp. company.
f. LCN Closers; an Ingersoll-Rand company.
g. Norton Door Controls; an ASSA ABLOY Group company.
h. Rixson Specialty Door Controls; an ASSA ABLOY Group company.
i. SARGENT Manufacturing Company; an ASSA ABLOY Group company.
j. Yale Security Inc.; an ASSA ABLOY Group company.
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2.10 MECHANICAL STOPS AND HOLDERS
A. Wall- and Floor-Mounted Stops: BHMA A156.16.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Architectural Builders Hardware Mfg., Inc.
b. Baldwin Hardware Corporation.
c. Burns Manufacturing Incorporated.
d. Cal-Royal Products, Inc.
e. Don-Jo Mfg., Inc.
f. Door Controls International, Inc .
g. Hager Companies.
h. Hiawatha, Inc.
i. IVES Hardware; an Ingersoll-Rand company.
j. Rockwood Manufacturing Company.
k. Stanley Commercial Hardware; Div. of The Stanley Works.
l. Trimco.
2.11 DOOR GASKETING
A. Door Gasketing: BHMA A156.22; air leakage not to exceed 0.50 cfm per foot of crack length
for gasketing other than for smoke control, as tested according to ASTM E 283; with resilient
or flexible seal strips that are easily replaceable and readily available from stocks maintained
by manufacturer.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Hager Companies.
b. M-D Building Products, Inc.
c. National Guard Products.
d. Pemko Manufacturing Co.; an ASSA ABLOY Group company.
e. Reese Enterprises, Inc.
f. Sealeze; a unit of Jason Incorporated.
g. Zero International.
2.12 THRESHOLDS
A. Thresholds: BHMA A156.21; fabricated to full width of opening indicated.
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1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Hager Companies.
b. M-D Building Products, Inc.
c. National Guard Products.
d. Pemko Manufacturing Co.; an ASSA ABLOY Group company.
e. Reese Enterprises, Inc.
f. Rixson Specialty Door Controls; an ASSA ABLOY Group company.
g. Sealeze; a unit of Jason Incorporated.
h. Zero International.
2.13 METAL PROTECTIVE TRIM UNITS
A. Metal Protective Trim Units: BHMA A156.6; fabricated from 0.050-inch-thick aluminum, brass,
bronze, or stainless steel; with manufacturer's standard machine or self-tapping screw
fasteners.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Baldwin Hardware Corporation.
b. Burns Manufacturing Incorporated.
c. Don-Jo Mfg., Inc.
d. Hiawatha, Inc.
e. IPC Door and Wall Protection Systems, Inc.; Div. of InPro Corporation.
f. IVES Hardware; an Ingersoll-Rand company.
g. Pawling Corporation.
h. Rockwood Manufacturing Company.
i. Trimco.
2.14 FABRICATION
A. Fasteners: Provide door hardware manufactured to comply with published templates
prepared for machine, wood, and sheet metal screws. Provide screws that comply with
commercially recognized industry standards for application intended, except aluminum
fasteners are not permitted. Provide Phillips flat-head screws with finished heads to match
surface of door hardware, unless otherwise indicated.
1. Concealed Fasteners: For door hardware units that are exposed when door is closed,
except for units already specified with concealed fasteners. Do not use through bolts
for installation where bolt head or nut on opposite face is exposed unless it is the only
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means of securely attaching the door hardware. Where through bolts are used on
hollow door and frame construction, provide sleeves for each through bolt.
2. Fire-Rated Applications:
a. Wood or Machine Screws: For the following:
1) Hinges mortised to doors or frames; use threaded-to-the-head wood
screws for wood doors and frames.
2) Strike plates to frames.
3) Closers to doors and frames.
b. Steel Through Bolts: For the following unless door blocking is provided:
1) Surface hinges to doors.
2) Closers to doors and frames.
3) Surface-mounted exit devices.
3. Spacers or Sex Bolts: For through bolting of hollow-metal doors.
4. Fasteners for Wood Doors: Comply with requirements in DHI WDHS.2, "Recommended
Fasteners for Wood Doors."
5. Gasketing Fasteners: Provide noncorrosive fasteners for exterior applications and
elsewhere as indicated.
2.15 FINISHES
A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule.
B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable,
temporary protective covering before shipping.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Steel Doors and Frames: For surface applied door hardware, drill and tap doors and frames
according to ANSI/SDI A250.6.
B. Wood Doors: Comply with DHI WDHS.5 "Recommended Hardware Reinforcement Locations
for Mineral Core Wood Flush Doors."
C. Mounting Heights: Mount door hardware units at heights indicated on Drawings unless
otherwise indicated or required to comply with governing regulations.
1. Standard Steel Doors and Frames: ANSI/SDI A250.8.
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2. Custom Steel Doors and Frames: HMMA 831.
3. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for
Wood Flush Doors."
D. Install each door hardware item to comply with manufacturer's written instructions. Where
cutting and fitting are required to install door hardware onto or into surfaces that are later to
be painted or finished in another way, coordinate removal, storage, and reinstallation of
surface protective trim units with finishing work. Do not install surface-mounted items until
finishes have been completed on substrates involved.
1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment
substrates as necessary for proper installation and operation.
2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space
fasteners and anchors according to industry standards.
E. Hinges: Install types and in quantities indicated in door hardware schedule but not fewer than
the number recommended by manufacturer for application indicated or one hinge for every
30 inches of door height, whichever is more stringent, unless other equivalent means of
support for door, such as spring hinges or pivots, are provided.
F. Intermediate Offset Pivots: Where offset pivots are indicated, provide intermediate offset
pivots in quantities indicated in door hardware schedule but not fewer than one intermediate
offset pivot per door and one additional intermediate offset pivot for every 30 inches of door
height greater than 90 inches.
G. Lock Cylinders: Install construction cores to secure building and areas during construction
period.
1. Replace construction cores with permanent cores as indicated in keying schedule or
directed by Owner.
2. Furnish permanent cores to Owner for installation.
H. Key Control System: Tag keys and place them on markers and hooks in key control system
cabinet, as determined by final keying schedule.
I. Boxed Power Supplies: Locate power supplies as indicated or, if not indicated, above
accessible ceilings or in equipment room. Verify location with Architect.
1. Configuration: Provide one power supply for each door opening or least number of
power supplies required to adequately serve doors with electrified door hardware.
J. Thresholds: Set thresholds for exterior doors and other doors indicated in full bed of sealant
complying with requirements specified in Section 079200 "Joint Sealants."
K. Stops: Provide floor stops for doors unless wall or other type stops are indicated in door
hardware schedule. Do not mount floor stops where they will impede traffic.
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L. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame.
M. Meeting Stile Gasketing: Fasten to meeting stiles, forming seal when doors are closed.
N. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed.
O. Adjustment: Adjust and check each operating item of door hardware and each door to ensure
proper operation or function of every unit. Replace units that cannot be adjusted to operate
as intended. Adjust door control devices to compensate for final operation of heating and
ventilating equipment and to comply with referenced accessibility requirements.
3.2 DOOR HARDWARE SCHEDULE
A. Indicated on Drawings.
END OF SECTION 087100
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SECTION 096813 - TILE CARPETING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Section includes modular carpet tile intended for skate traffic (Room 101 Lobby and Room 102
Office).
B. Section includes modular rubber tile intended for skate traffic and wet cleaning (Room 104
Single User Toilet).
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: Show the following:
1. Columns, doorways, enclosing walls or partitions, built-in cabinets, and locations where
cutouts are required in carpet tiles.
2. Type of subfloor.
3. Type of installation.
4. Pattern of installation.
5. Pattern type, location, and direction.
6. Pile direction.
C. Samples: For each exposed product and for each color and texture specified.
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1.4 INFORMATIONAL SUBMITTALS
A. Product test reports.
B. Sample warranty.
1.5 CLOSEOUT SUBMITTALS
A. Maintenance data.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: An experienced installer who is certified by the International Certified
Floorcovering Installers Association.
B. Fire-Test-Response Ratings: Where indicated, provide carpet tile identical to those of
assemblies tested for fire response according to NFPA 253 by a qualified testing agency.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Comply with CRI 104.
1.8 FIELD CONDITIONS
A. Comply with CRI 104 for temperature, humidity, and ventilation limitations.
1.9 WARRANTY
A. Special Warranty for Carpet Tiles: Manufacturer agrees to repair or replace components of
carpet tile installation that fail in materials or workmanship within specified warranty period.
1. Warranty does not include deterioration or failure of carpet tile due to unusual traffic,
failure of substrate, vandalism, or abuse.
2. Failures include, but are not limited to, more than 10 percent edge raveling, snags, runs,
dimensional stability, excess static discharge, loss of tuft bind strength, loss of face fiber,
and delamination.
3. Warranty Period: 5 years from date of Substantial Completion.
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PART 2 - PRODUCTS
2.1 CARPET TILE - SKATE TRAFFIC CARPET TILE (Room 101 Lobby and Room 102 Office)
A. Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
1. Becker Arena Products – BAP Choice Skate Traffic Carpet, Mats, Inc. Diagonal Tiles.
B. Color: As selected by Owner and Architect from manufacturer's full range (Gray).
C. Pattern: As selected by Owner and Architect from manufacturer's full range.
D. Fiber Content: 100 percent polypropylene.
E. Fiber Type: Polypropylene.
F. Backing System: Rubber.
G. Size: 19 11/16 by 19 11/16 inches.
H. Pile Height: 1/8 inches, Total Height: 3/8 inches.
2.2 RUBBER TILE - SKATE TRAFFIC RUBBER TILE (Room 104 Single User Toilet)
A. Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
1. Becker Arena Products – SportFloor ProXL rubber flooring tiles.
B. Color: As selected by Owner and Architect from manufacturer's full range.
C. Pattern: As selected by Owner and Architect from manufacturer's full range.
D. Type: Vulcanized rubber.
E. Backing System: Recycled rubber.
F. Size: 1 meter by 1 meter (39.4 inches by 39.4 inches).
G. Thickness: 10 mm (3/8 inches).
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2.3 INSTALLATION ACCESSORIES
A. Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based
formulation provided or recommended by carpet tile manufacturer.
B. Adhesives: Water-resistant, mildew-resistant, nonstaining, pressure-sensitive type to suit
products and subfloor conditions indicated, that complies with flammability requirements for
installed carpet tile and is recommended by carpet tile manufacturer for releasable
installation.
1. Adhesives shall have a VOC content of 50 g/L or less when calculated according to
40 CFR 59, Subpart D (EPA Method 24).
2. Adhesives shall comply with the testing and product requirements of the California
Department of Health Services' "Standard Practice for the Testing of Volatile Organic
Emissions from Various Sources Using Small-Scale Environmental Chambers."
PART 3 - EXECUTION
3.1 INSTALLATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for maximum moisture content, alkalinity range, installation tolerances, and
other conditions affecting carpet tile performance. Examine carpet tile for type, color, pattern,
and potential defects.
B. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
D. Preparation: Comply with CRI 104, Section 6.2, "Site Conditions; Floor Preparation," and with
carpet tile manufacturer's written installation instructions for preparing substrates indicated
to receive carpet tile installation.
E. Installation: Comply with CRI 104, Section 14, "Carpet Modules," and with carpet tile
manufacturer's written installation instructions.
F. Installation Method: As recommended in writing by carpet tile manufacturer.
G. Maintain dye lot integrity. Do not mix dye lots in same area.
H. Cut and fit carpet tile to butt tightly to vertical surfaces, permanent fixtures, and built-in
furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut
edges as recommended by carpet tile manufacturer.
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I. Extend carpet tile into toe spaces, door reveals, closets, open-bottomed obstructions,
removable flanges, alcoves, and similar openings.
J. Maintain reference markers, holes, and openings that are in place or marked for future cutting
by repeating on finish flooring as marked on subfloor. Use nonpermanent, nonstaining
marking device.
K. Install pattern parallel to walls and borders.
L. Perform the following operations immediately after installing carpet tile:
1. Remove excess adhesive, seam sealer, and other surface blemishes using cleaner
recommended by carpet tile manufacturer.
2. Remove yarns that protrude from carpet tile surface.
3. Vacuum carpet tile using commercial machine with face-beater element.
M. Protect installed carpet tile to comply with CRI 104, Section 16, "Protecting Indoor
Installations."
END OF SECTION 096813
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Painting 099100 - 1
SECTION 099100 – PAINTING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Section Includes:
1. Work under this Section includes the surface preparation, priming, and field finishing of
all surfaces scheduled and/or specified for paint, enamel, field priming, etc. as identified
in the contract documents.
1.3 SUBMITTALS
A. The Contractor to match existing paint on existing and Owner will select colors for all materials
to be painted or finished. Contractor is to provide color samples, and or test areas for Owner
to review and approve.
B. Submit manufacturer’s product information, application instructions, and MSDS information.
1.4 DELIVERY AND STORAGE
A. Deliver materials in original, unopened packages, clearly labeled with manufacturer’s name;
store up, off of the ground, in a manner that will prevent damage of any kind.
B. Store in accordance with manufacturer’s instructions with sufficient ventilation to prevent
accumulation of flammable vapors (at temperatures between 40-95 degrees F).
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1.5 PROJECT CONDITIONS
A. Apply materials only in dry weather with no precipitation forecasted during the work period.
B. Follow manufacturer’s recommendations for the temperature range to apply coating. If
unknown: do not apply exterior coatings when surface temperature are less than 5 degrees F
above the dew point or below 40 degrees F for oil-based paints and below 50 degrees for latex
paints. Paint shall not be applied in temperatures above 95 degrees F.
PART 2 - PRODUCTS
2.1 PAINTING SYSTEMS
A. Painting systems, unless listed otherwise, are specified using the products of Sherwin Williams
to establish standards of quality. Other brands will be approved in lieu of Sherwin Williams
upon submission and review by the Architect.
B. Do not thin or otherwise modify any material except at the manufacturer's direction.
C. Deliver all materials in the original containers with seals unbroken and labels intact.
D. The materials are scheduled as Part 3 of this Section.
PART 3 - EXECUTION
3.1 EXAMINATION OF SURFACES
A. An as-is condition list shall be prepared prior to commencing work. The subcontractor shall
accept responsibility for existing conditions (i.e. paint drips on adjacent work, etc.) if no as-is
condition list is prepared.
B. The subcontractor shall examine the surfaces to be finished prior to commencing work. If any
surfaces to be finished cannot be put in proper condition for finishing by customary cleaning,
sanding and puttying operations notify the Contractor in writing or assume the responsibility
for and rectify any unsatisfactory resulting finish.
3.2 SURFACE PREPARATION
A. Surface cleaning: The contractor shall remove the following substances:
1. Dirt, chalking, grease, and oil: Wash with a solution comprised of ½ cup trisodium
phosphate (TSP), ¼ cup household detergent, and 4 quarts of warm water. Rinse
thoroughly with fresh water.
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2. Fungus and mold: Wash with a solution comprised of ½ cup trisodium phosphate (TSP),
¼ cup household detergent, 1 quart 5% sodium hypochlorite solution, and 3 quarts of
warm water. Rinse thoroughly with fresh water.
3. Efflorescence: Remove by scraping or wire brushing followed by washing with a 5%-10%
by weight aqueous solution of hydrochloric (muriatic) acid. Do not allow acid on the
surface for more than five minutes before rinsing with fresh water. Do not apply acid
more than four (4) square feet of surface per workman at a time.
4. Paint and loose particles remove by wire brush.
B. Repair and/or fill mortar joints and minor defects, including, but not limited to spalling, in
accordance with manufacturer’s recommendation prior to coating application.
C. Sand, spackle, and treat minor defects (i.e. scratches, nicks, cracks, gouges, spalls, alligatoring,
chalking, and irregularities due to partial peeling of existing coating) to render them smooth.
D. Remove existing coatings from the followings areas: large area with numerous cracks, surfaces
containing more than 20% peeling of existing coating, and surfaces where rust shows through.
E. Sand existing enamel and other glossy surfaces to remove gloss. Brush and wipe clean with a
dry cloth.
F. Wipe previously painted surfaces to receive solvent-based coatings (except stucco and similar
surfaces) clean with a clean/dry cloth saturated with mineral spirits. Allow surface to dry.
Wiping shall immediately precede the application of the first coat of any coating, unless
otherwise specified.
G. Latex coatings shall not be applied to surfaces with droplets of water present. Do not apply
epoxies to damp surfaces as determined by ASTM D4263. Allow substrates to cure a minimum
of 30 days prior to painting.
3.3 WORKMANSHIP
A. Workmanship shall be of the very best, employing only skilled mechanics. Spread the materials
on in even, thorough coats without runs, sags or other blemishes.
B. All surfaces to be painted shall be cleaned and free of loose dirt and dust before painting is
started. Knots, streaks and sappy spots shall first be touched up with an approved primer
sealer where the finish calls for paint or enamel.
C. Follow manufacturer's recommended surface preparation and application procedures for all
coatings.
D. Work coating materials into joints, crevices, and open spaces. Touch up damaged coatings
before applying subsequent coats.
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E. All necessary putting of nail holes, cracks, etc., shall be done after the first coat, with putty of
color to match that of the finish.
F. Allow time between coats as recommended by the product manufacturer to permit thorough
drying time. Provide each coat in a specified coverage level to receive the next coat.
G. Do not allow primers or intermediate coats to dry more than manufacturer’s
recommendations before applying subsequent coats.
H. All metal surfaces shall first be washed with mineral spirits to remove any dirt or grease before
applying materials. Where rust or scale is present, it shall be wire-brushed or sandpapered
clean before applying approved primer and paint finish.
I. Apply coating material with approved brushes, rollers, or spray equipment unless otherwise
specified.
J. All stickers/ signs, etc. shall be removed from doors and man doors prior to painting.
Contractor shall not paint over existing stickers. When removal of signage is in question,
contact Liberty Property Service department for confirmation.
K. Contractor shall take necessary precautions as to not paint over expansion/ control joint
sealants.
L. Provide finished surfaces free from runs, drops, ridges, waves, laps, brush marks, and
variations in color.
M. Discard all containers as they are emptied. Reuse will be prohibited.
3.4 PROTECTION AND CLEAN-UP
A. Protect own work as well as adjacent work and materials by covering during progress of the
work. Protect all windows, soffit vents, light fixtures, signage, etc. Remove all paint and varnish
spots from floors, glass and other surfaces when work is completed. Remove all rubbish and
accumulated materials, leaving premises in a clean, orderly condition.
B. Painting Contractor shall notify Liberty Property Service department of painting schedule and
receive confirmation that Liberty Property will coordinate tenant parking to avoid overspray
on tenant vehicles in the immediate work area.
C. Apply paint finish using safety methods and equipment in accordance with:
1. Code of Federal Regulations (CFR), 29 CFR 1910.1000, Air Contaminants
2. Commercial Item Description (CID), CID A-A-2904, Thinner, Paint, Mineral Spirits,
Regular and Odorless
3. Steel Structures Painting Council (SSPC) SSPC PA3, Safety in Paint Application SSPC SP1,
Solvent Cleaning
4. Paint Manufacturer’s material safety data sheets (MSDS)
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5. To protect personnel from overexposure to toxic materials, conform to the guidance of
the chemical manufacturer when using mineral spirits of other chemicals. Use
recommended protective clothing and equipment to avoid exposure of skin, eyes, and
respiratory system. Conduct work in a manner to minimize exposure to building
occupants and the general public.
3.5 SCHEDULE OF PAINTING SYSTEMS:
A. Interior walls of Rooms 101 Lobby, 102 Office, 104 Single User Toilet, and 105 Janitor.
B. Touch up tongue and groove wood ceiling finish near light fixtures in Rooms 101 Lobby, 102
Office, 104 Single User Toilet, and 105 Janitor and removed wall in Room 104 Single User Toilet
END OF SECTION 099100
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Panel Signage 101423 - 1
SECTION 101423 – PANEL SIGNAGE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Section Includes:
1. Room-identification signs.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Product Schedule: Indicating types, quantities, sizes, and installation locations by room of
each sign required.
1. Identify locations using room designations indicated.
2. Identify products using designations indicated.
C. Shop Drawings:
1. Include fabrication and installation details and attachments to other work.
2. Show sign mounting heights.
3. Show message list, typestyles, graphic elements, including raised characters and Braille,
and layout for each sign.
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1.4 INFORMATIONAL SUBMITTALS
A. Warranty: Sample of special warranty.
1.5 CLOSEOUT SUBMITTALS
A. Maintenance data.
1.6 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in
materials or workmanship within specified warranty period.
1. Warranty Period: Five years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Accessibility Standard: Comply with applicable provisions in the 2020 Minnesota Accessibility
Code, the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA
Accessibility Guidelines for Buildings and Facilities, and ICC A117.1 for signs.
2.2 SIGNS
A. Manufacturers: Subject to compliance with requirements available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
B. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated
or comparable product by one of the following:
1. Ace Sign Systems, Inc.
2. Advance Corporation; Braille-Tac Division.
3. Allen Industries, Inc.
4. Allen Markings International.
5. APCO Graphics, Inc.
6. ASE, Inc.
7. ASI Sign Systems, Inc.
8. Best Sign Systems Inc.
9. Bunting Graphics, Inc.
10. Clarke Systems.
11. Diskey Sign Company.
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12. Fossil Industries, Inc.
13. InPro Corporation.
14. Mohawk Sign Systems.
15. Nelson-Harkins Industries.
16. Poblocki Sign Company, LLC.
17. Seton Identification Products.
18. Supersine Company (The); Division of Stamp-Rite, Inc.
19. Vista System.
20. Vomar Products, Inc.
C. Room-Identification Sign: Sign with smooth, uniform surfaces; with message and characters
having uniform faces, sharp corners, and precisely formed lines and profiles; and as follows:
1. Basis-of-Design Product: All Gender ADA Restroom Sign.
2. Laminated-Sheet Sign: Photopolymer face sheet with raised graphics laminated over
subsurface graphics to acrylic backing sheet to produce composite sheet.
a. Composite-Sheet Thickness: Manufacturer's standard for size of sign.
b. Color(s): As selected by Architect from manufacturer's full range.
3. Sign-Panel Perimeter: Finish edges smooth.
4. Mounting: Manufacturer's standard method for substrates indicated.
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2.3 ACCESSORIES
A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signage,
noncorrosive and compatible with each material joined, and complying with the following:
1. Use concealed fasteners and anchors unless indicated to be exposed.
2. For exterior exposure, furnish stainless-steel devices unless otherwise indicated.
3. Exposed Metal-Fastener Components, General:
a. Fabricated from same basic metal and finish of fastened metal unless otherwise
indicated.
4. Sign Mounting Fasteners:
a. Concealed Studs: Concealed (blind), threaded studs welded or brazed to back of
sign material or screwed into back of sign assembly, unless otherwise indicated.
b. Projecting Studs: Threaded studs with sleeve spacer, welded or brazed to back of
sign material or screwed into back of sign assembly, unless otherwise indicated.
c. Through Fasteners: Exposed metal fasteners matching sign finish, with type of
head indicated, installed in predrilled holes.
B. Adhesives: As recommended by sign manufacturer and with a VOC content of 70 g/L or less
for adhesives used inside the weatherproofing system and applied on-site when calculated
according to 40 CFR 59, Subpart D (EPA Method 24).
C. Adhesives: As recommended by sign manufacturer and that comply with the testing and
product requirements of the California Department of Health Services' "Standard Practice for
the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale
Environmental Chambers."
D. Two-Face Tape: Manufacturer's standard high-bond, foam-core tape, 0.045 inch thick, with
adhesive on both sides.
2.4 FABRICATION
A. General: Provide manufacturer's standard sign assemblies according to requirements
indicated.
1. Mill joints to a tight, hairline fit. Form assemblies and joints exposed to weather to
resist water penetration and retention.
2. Provide welds and brazes behind finished surfaces without distorting or discoloring
exposed side. Clean exposed welded and brazed connections of flux, and dress exposed
and contact surfaces.
3. Conceal connections if possible; otherwise, locate connections where they are
inconspicuous.
4. Internally brace signs for stability and for securing fasteners.
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5. Provide rebates, lugs, and brackets necessary to assemble components and to attach to
existing work. Drill and tap for required fasteners. Use concealed fasteners where
possible; use exposed fasteners that match sign finish.
B. Surface-Engraved Graphics: Machine engrave characters and other graphic devices into panel
surface indicated to produce precisely formed copy, incised to uniform depth.
1. Engraved Metal: Fill engraved graphics with manufacturer's standard baked enamel.
2. Engraved Opaque Acrylic Sheet: Fill engraved graphics with manufacturer's standard
enamel.
3. Face-Engraved Clear Acrylic Sheet: Fill engraved copy with manufacturer's standard
enamel. Apply manufacturer's standard opaque background color coating to back face
of acrylic sheet.
4. Engraved Plastic Laminate: Engrave through exposed face ply of plastic-laminate sheet
to expose contrasting core ply.
C. Subsurface-Applied Graphics: Apply graphics to back face of clear face-sheet material to
produce precisely formed image. Image shall be free of rough edges.
D. Subsurface-Engraved Graphics: Reverse engrave back face of clear face-sheet material. Fill
resulting copy with manufacturer's standard enamel. Apply opaque manufacturer's standard
background color coating over enamel-filled copy.
E. Shop- and Subsurface-Applied Vinyl: Align vinyl film in final position and apply to surface.
Firmly press film from the middle outward to obtain good bond without blisters or fishmouths.
F. Brackets: Fabricate brackets, fittings, and hardware for bracket-mounted signs to suit sign
construction and mounting conditions indicated. Modify manufacturer's standard brackets as
required.
1. Aluminum Brackets: Factory finish brackets with baked-enamel or powder-coat finish to
match sign-background color unless otherwise indicated.
2. Stainless-Steel Brackets: Factory finish brackets to match sign background finish unless
otherwise indicated.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Install signs using mounting methods indicated and according to manufacturer's
written instructions.
1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign
surfaces free of distortion and other defects in appearance.
2. Install signs so they do not protrude or obstruct according to the accessibility standard.
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3. Before installation, verify that sign surfaces are clean and free of materials or debris that
would impair installation.
4. Corrosion Protection: Coat concealed surfaces of exterior aluminum in contact with
grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous
paint.
B. Mounting Methods:
1. Concealed Studs: Using a template, drill holes in substrate aligning with studs on back
of sign. Remove loose debris from hole and substrate surface.
a. Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for
displaced adhesive. Place sign in position and push until flush to surface,
embedding studs in holes. Temporarily support sign in position until adhesive
fully sets.
b. Thin or Hollow Surfaces: Place sign in position and flush to surface, install
washers and nuts on studs projecting through opposite side of surface, and
tighten.
2. Projecting Studs: Using a template, drill holes in substrate aligning with studs on back of
sign. Remove loose debris from hole and substrate surface.
a. Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for
displaced adhesive. Place spacers on studs, place sign in position, and push until
spacers are pinched between sign and substrate, embedding the stud ends in
holes. Temporarily support sign in position until adhesive fully sets.
b. Thin or Hollow Surfaces: Place spacers on studs, place sign in position with
spacers pinched between sign and substrate, and install washers and nuts on stud
ends projecting through opposite side of surface, and tighten.
3. Through Fasteners: Drill holes in substrate using predrilled holes in sign as template.
Countersink holes in sign if required. Place sign in position and flush to surface. Install
through fasteners and tighten.
4. Brackets: Remove loose debris from substrate surface and install backbar or bracket
supports in position so that signage is correctly located and aligned.
5. Adhesive: Clean bond-breaking materials from substrate surface and remove loose
debris. Apply linear beads or spots of adhesive symmetrically to back of sign and of
suitable quantity to support weight of sign after cure without slippage. Keep adhesive
away from edges to prevent adhesive extrusion as sign is applied and to prevent
visibility of cured adhesive at sign edges. Place sign in position, and push to engage
adhesive. Temporarily support sign in position until adhesive fully sets.
6. Two-Face Tape: Clean bond-breaking materials from substrate surface and remove
loose debris. Apply tape strips symmetrically to back of sign and of suitable quantity to
support weight of sign without slippage. Keep strips away from edges to prevent
visibility at sign edges. Place sign in position, and push to engage tape adhesive.
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C. Remove temporary protective coverings and strippable films as signs are installed.
END OF SECTION 102800
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Toilet, Bath, and Laundry Accessories 102800 - 1
SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Section Includes:
1. Public-use washroom accessories.
2. Warm-air dryers.
3. Underlavatory guards.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Product Schedule: Indicating types, quantities, sizes, and installation locations by room of
each accessory required.
1. Identify locations using room designations indicated.
2. Identify products using designations indicated.
1.4 INFORMATIONAL SUBMITTALS
A. Warranty: Sample of special warranty.
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1.5 CLOSEOUT SUBMITTALS
A. Maintenance data.
1.6 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by
a qualified testing agency, and marked for intended location and application.
1.7 WARRANTY
A. Special Mirror Warranty: Manufacturer's standard form in which manufacturer agrees to
replace mirrors that develop visible silver spoilage defects and that fail in materials or
workmanship within specified warranty period.
1. Warranty Period: 15 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 PUBLIC-USE WASHROOM ACCESSORIES
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
B. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated
on Drawings or comparable product by one of the following:
1. A & J Washroom Accessories, Inc.
2. American Specialties, Inc.
3. Bobrick Washroom Equipment, Inc.
4. Bradley Corporation.
5. GAMCO Specialty Accessories; a division of Bobrick Washroom Equipment, Inc.
6. Tubular Specialties Manufacturing, Inc.
C. Toilet Tissue (Roll) Dispenser:
1. Basis-of-Design Product: Bradley Model 5402 - Bradex.
2. Description: Roll-in-reserve dispenser with hinged front secured with tumbler lockset.
3. Mounting: Surface mounted.
4. Operation: When first roll is used up, fresh roll automatically drops down for use.
5. Capacity: Designed for 4-1/2 inch x 5-inch diameter tissue rolls.
6. Material and Finish: 22 Gauge Stainless steel, No. 4 finish (satin).
7. ADA Compliant
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D. Liquid-Soap Dispenser:
1. Basis-of-Design Product: Bradley Model 6A01-11 Surface Mounted Foam Tank Type
Vertical Bradex.
2. Description: Designed for dispensing soap in foam form.
3. Mounting: Vertically oriented, surface mounted.
4. Capacity: 27 oz of bulk foam soap and foam sanitizer.
5. Materials: heavy gauge stainless steel with exposed surfaces in satin finish.
6. Lockset: Tumbler type.
7. Refill Indicator: Window type.
8. ADA Compliant.
E. Grab Bar:
1. Basis-of-Design Product: Bradley.
2. Mounting: Flanges with concealed fasteners.
3. Material: Stainless steel, 18 gauge.
a. Finish: Smooth, No. 4 finish (satin) on ends and slip-resistant texture in grip area.
4. Outside Diameter: 1-1/2 inches.
5. Configuration and Length: As indicated on Drawings.
6. ADA Compliant.
F. Mirror Unit:
1. Basis-of-Design Product: Bradley Model 780-2436 Bradex.
2. Frame: one -piece roll-formed ¾”x3/4” stainless steel angle
a. Corners: welded corners polished to a uniform satin finish.
3. Hangers: Produce rigid, tamper- and theft-resistant installation, using method indicated
below.
a. One-piece, galvanized-steel, wall-hanger device with spring-action locking
mechanism to hold mirror unit in position with no exposed screws or bolts.
b. Wall bracket of galvanized steel, equipped with concealed locking devices
requiring a special tool to remove.
4. Size: 24” x 36”.
5. ADA Compliant.
2.2 WARM-AIR DRYERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
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B. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated
on Drawings or comparable product by one of the following:
1. A & J Washroom Accessories, Inc.
2. American Dryer, Inc.
3. American Specialties, Inc.
4. Bobrick Washroom Equipment, Inc.
5. Bradley Corporation.
6. Excel Dryer Corporation.
7. GAMCO Specialty Accessories; a division of Bobrick Washroom Equipment, Inc.
8. Tubular Specialties Manufacturing, Inc.
9. World Dryer Corporation.
C. Warm-Air Dryer:
1. Basis-of-Design Product: Bradley Model 2923-287401.
2. Mounting: Surface mounted.
3. Operation: Automatic infrared sensor activated with timed power cut-off switch.
a. Operation Time: 12 seconds.
4. Cover Material and Finish: Stainless steel, No. 4 finish (satin).
5. Electrical Requirements: 115 V, 950 W.
6. Noise Level at 79”: 69 dB.
7. ADA Compliant.
2.3 UNDERLAVATORY GUARDS
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
B. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated
on Drawings or comparable product by one of the following:
1. Plumberex Specialty Products, Inc.
2. Truebro by IPS Corporation.
C. Underlavatory Guard:
1. Basis-of-Design Product:.
2. Description: Insulating pipe covering for supply and drain piping assemblies that
prevent direct contact with and burns from piping; allow service access without
removing coverings.
3. Material and Finish: Antimicrobial, molded plastic, white.
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2.4 FABRICATION
A. Keys: Provide universal keys for internal access to accessories for servicing and resupplying.
Provide minimum of six keys to Owner's representative.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install accessories according to manufacturers' written instructions, using fasteners
appropriate to substrate indicated and recommended by unit manufacturer. Install units level,
plumb, and firmly anchored in locations and at heights indicated.
B. Grab Bars: Install to withstand a downward load of at least 250 lbf, when tested according to
ASTM F 446.
END OF SECTION 102800
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SECTION 106600 – ABATEMENT OF ASBESTOS MATERIALS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 WORK SCOPE
A. Refer to General and Special Provisions sections which are part of the contract.
B. General work in this section shall include the following:
1. Removal, handling, containerization, transportation and disposal of asbestos containing
and contaminated materials, and clean up in accordance with this specification.
2. Contractor shall provide all materials, equipment, transportation, licensed and qualified
supervisors and workers, and other needs to complete the work.
3. The contractor shall include all subcontracts for ACM waste and hauling.
4. The contractor will be responsible for coordination of their work with the Owner, Archi-
tect / Engineer, renovation contractors, and that of others on the site.
5. Abatement Contractor to protect all interior wall, floor, ceiling, furnishings, and stored
material finishes from all damage, staining, contamination, and odors.
6. Work includes:
a. Removal of twelve (12) pipe insulation fittings using glove-bag procedures.
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7. The Owner will move any moveable furniture, cabinets, stored materials on open
shelves, other stored items, etc., and will provide access to all abatement areas. Items
left in the abatement areas that will require protection during abatement or the con-
tractor to move shall be noted at walk through.
8. The work shall also include area controls, signage and security as specified in this docu-
ment. Asbestos signage shall be posted in the immediate work area but not outside vis-
ual black poly barrier.
9. The contractor shall supply all labor, transportation, material, apparatus, equipment and
tools necessary for the entire and proper completion of this work and shall install, main-
tain, and remove all equipment for the proper execution of the contract and be respon-
sible for the safe, proper, and lawful performance of his/her equipment, maintenance,
and use of the same and shall perform in the best manner, and everything properly inci-
dental thereto, as determined by each project or as reasonably implied therefrom, all in
accordance with the contract documents.
10. Contractor is responsible for all asbestos regulations including negative air documenta-
tion defined by Minnesota Department of Health.
11. Contractor Site Supervisor to perform and is responsible for all visuals (sign-offs) as de-
fined by Minnesota Department of Health, even if project is considered non-notifiable.
12. Contractor to review work site locations with Owner representative for "as is" condi-
tions, state existing damages, sign, date, and submit copy to Project Architect / Engineer
prior to project start-up.
13. If contractor damages or disturbs interior finishes or existing facility, not addressed in
these documents or plans, Abatement Contractor to restore to "as is" condition or bet-
ter.
14. No work will be performed until HEPA negative air machines, and decon, are operation-
al.
15. Contractor to provide drinking water, disposable cups, all disposable suits, respirator fil-
ters, gloves, and other disposable P.P.E. to Owner’s Representatives as requested.
16. Unless otherwise stated, contractor shall use hand removal methods with least fiber re-
lease exposure potential.
1.3 REFERENCE, AGENCIES, REGULATIONS, AND STANDARDS
A. References are made in Specifications to published Standards and Specifications of Manufactur-
ers, Societies, Associations, Codes and other Standards.
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B. Where conflict occurs between referenced documents, the document containing most stringent
requirements governs.
C. Where referenced documents are not specified by date the current document published as of
the date set for receipt of bid applies.
D. Materials, application, tests specified by reference to published standards of a Society, Associa-
tion Code of other Published Standard are included in Specification as if written in their entirety.
E. Federal and state regulatory agencies, abbreviations, names and addresses are below: (This list
is not meant to be all inclusive.)
1. EPA Environmental Protection Agency
Region 5, 230 South Dearborn Street
Chicago, Illinois 60604
2. MDOH Minnesota Department of Health
121 East Seventh Place
Suite 220
P.O. Box 64975
St. Paul, Minnesota 55164-0975
3. MPCA Minnesota Pollution Control Agency
520 Lafayette Road
St. Paul, Minnesota 55101
F. Applicable publications and regulations.
1. Code of Federal Regulations (CFR) publications for Hauling and Disposal of asbestos ma-
terials:
a. Anthophyllite and Actinolite, Final Rules Title 29, Part 1910, Section 1001 (Gen-
eral Industry Safety & Health Standards) and Part 1926, Section 58 (Construc-
tion) of the Code of Federal Regulations
b. Respiratory Protection
Title 29, Part 1910, Section 134 of the Code of Federal Regulations
c. Construction Industry Standards
Title 29, Part 1926. of the Code of Federal Regulations
d. Access to Employee Exposure and Medical Records Title 29, Part 1910, Section 2
of the Code of Federal Regulations
e. Hazard Communication
Title 29, part 1910, Section 1200 of the Code of Federal Regulations
f. Specifications for Accident Prevention Signs and Tags Title 29, Part 1910, Section
145 of the Code of Federal Regulations
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2. USA EPA Rules as follows:
Asbestos Abatement Projects Rule
40 CFR Part 762
CPTS 62044, FRL 2843-9
Federal Register, Vol 50 No 134, July 12, 1985
P28530-28540
Regulation for Asbestos
Title 40, Part 61, Sub-part M (Revised Sub-part B) of the Code of Federal Regulations
National Emission Standards for Asbestos
Title 40, Part 61, Sub-part M (Revised Sub-part B) of the Code of Federal Regulations
Asbestos Containing Materials
Final Rule and Notice October 30, 1987 40 CFR Part 763
3. All local and state requirements which govern asbestos abatement work, hauling, or
disposal of wastes including but not limited to Minnesota Department of Health Asbes-
tos Abatement Rule and those rules enforced by the Minnesota Pollution Control Agen-
cy (MPCA).
G. Standards
Standards which govern asbestos abatement work or hauling and disposal of asbestos waste
materials include but are not limited to the following:
1. ANSI Z9.2-79
Fundamentals Governing the Design and Operation of Local Exhaust Systems Publica-
tion.
2. ANSI Z288.2-80
Practices for Respiratory Protection Publication.
3. ASTM P-189
Specification for Encapsulants for Friable Asbestos Containing Building Materials.
4. ASTM E849-82
Safety and Health Requirements Relating to Occupational Exposure to Asbestos.
1.4 NOTICATIONS – For Notifiable Projects
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A. Contractor shall notify the following agencies in writing ten (10) business days prior to the start
of the ACM removal project, if a notifiable project. (A copy of all permits, patents, etc. shall be
submitted to the Architect)
Minnesota Department of Health
Asbestos Abatement Unit
121 East Seventh Place
Suite 220
St. Paul, MN 55164-0975
Minnesota Pollution Control Agency
520 LaFayette Road
St. Paul, Minnesota 55101
Region 5, USEPA
230 South Dearborn Street
Chicago, Illinois 60604
C. This notification shall include the following information:
1. Name and address of Contractor.
2. Address and description of project site.
3. Scheduled starting and completion dates for removal.
4. Procedures and equipment (including ventilating systems) that will be utilized shall
comply with 40 CFR Part 61, Subpart M.
5. Procedures that will be employed to comply with all regulations.
6. Name and address of registered waste hauler (including certificate number) and letter
of acceptance from waste disposal site where asbestos waste will be deposited. Disposal
site shall possess appropriate state and/or Federal permits for receipt of asbestos
waste.
7. Completion of the respective agency's required notification forms.
1.5 DEFINITIONS
Airless Sprayer: An airless sprayer, suitable for application of encapsulating material.
Airlock: A system for permitting ingress and egress with minimum air movement between a contami-
nated area and an uncontaminated area, typically consisting of two curtained doorways separated by a
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distance of at least three (3) feet so that one passes through one doorway into the airlock, allowing the
doorway sheeting to overlap and close off the opening before proceeding through the second doorway,
thereby preventing flow through contamination.
Air Monitoring: The process of measuring the fiber content of a known volume of air collected during a
specific period of time. The procedure normally utilized for asbestos follows OSHA NIOSH P & CAM 239
or 7400 methods.
Amended Water: Water containing wetting agent or surfactant, such as Aqua-Gro, Asbestite or ap-
proved equal.
Asbestos: The asbestiform varieties of serpentinite (chrysotile), reibeckite (crocidolite), cummingtonite-
grurnite, amosite, anthophyllite and actinolite-tremolite. For purposes of determining respiratory and
worker protection both the asbestiform and non-asbestiform varieties of the above minerals and any of
these materials that have been chemically treated and/or altered shall be considered as asbestos mate-
rial.
Assembly: All components of a designated building system. Example: a suspended ceiling assembly may
include the ceiling tile, grid, perimeter grid, anchors, wire supports, recessed light fixtures and their
components, duct work grilles, associated glues, adhesives, etc.
Barrier: Any surface that seals off the work area to inhibit the movement of fibers.
Breathing Zone: A hemisphere forward of the shoulders with a radius of approximately 6 to 9 inches.
Bridging Encapsulant: A mastic-like material that when applied to asbestos-containing material forms a
"crust" or hard coat over the ACM.
Ceiling Concentration: The concentration of an airborne substance that shall not be exceeded.
Clean Room: An uncontaminated area or room which is part of the worker decontamination enclosure
system with provisions for storage of worker's street clothes and clean protective equipment.
Contained Work Area: A contained work area is a work area which has been sealed off from all other
areas by the installation of critical and primary barriers. The only access to a contained area is through a
decontamination unit. A contained area also has differential pressure units operating to prevent the
spread of contamination.
Containment: Means the structure which must be constructed around the asbestos work area as speci-
fied in part 4620.3568 of the Minnesota Department of Health Asbestos Abatement Rule and this speci-
fication.
Controlled Work Area: A controlled work area is a work area which has been posted with asbestos dan-
ger/construction signage and is off limits to unauthorized personnel.
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Critical Barriers: It is to be understood that critical barriers are only those barriers which separate the
work area from an adjacent zone or space within the building. Such barriers are overt door openings,
window openings, corridors, hallways, or portions of rooms and these barriers serve as the final barrier
between the work area and a non-work area space. Temporary barriers placed over mechanical and
electrical items and other such equipment are not critical items and other such equipment are not criti-
cal barriers and must be removed before running the aggressive final air clearance test.
Daily Report: Includes summary of work activities and air monitoring data.
Decontamination Enclosure System: A series of connected rooms, separated from the work area and
from each other by air locks, for the decontamination of workers, materials and equipment.
Differential Pressure Ventilation System: A local exhaust system, utilizing HEPA filtration capable of
maintaining differential pressure inside the work area and a constant air flow from adjacent areas into
the work are exhausting that air outside the work area.
Disposal Bag: 6 mil thick leak-tight plastic bags used for transporting asbestos waste from work and to
disposal site. Bag is labeled as required by regulations.
Encapsulant: A material that surrounds or embeds asbestos fibers in an adhesive matrix, to prevent re-
lease of fibers.
Enclosure: The construction of air tight walls and ceilings between the ACM and the environment, or
around surfaces coated with ACM's, or any other appropriate scientific procedure which prevents the
release of ACM's.
Environmental Monitoring: Area sampling of asbestos fiber concentrations within the asbestos control
area and outside the asbestos control area, which may be representative of the airborne concentrations
of asbestos fibers which may reach the breathing zone.
Equipment Decontamination Enclosure: The portion of a decontamination enclosure system designed
for the controlled transfer of materials and equipment, consisting of a washroom and holding area.
Friable Asbestos Material: Material that contains more than 1.0% asbestos by weight, and that can be
crumbled, pulverized, or reduced to powder by hand pressure when dry. Three to four breaks of a floor
tile may indicate that the material has or may become friable.
Glove-Bag: A sack (typically constructed of 6 mil transparent polyethylene or polyvinylchloride plastic)
with two inward projecting long sleeve gloves, which are designed to enclose an object from which an
ACM is to be removed.
HEPA Filter: A High Efficiency Particulate Absolute (HEPA) filter capable of trapping and retaining 99.9%
of asbestos fibers greater than 0.3 microns in length.
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HEPA Filter Vacuum Collection Equipment (or vacuum cleaner): High efficiency particulate air (abso-
lute filtered vacuum collection equipment with a filter system capable of collecting and retaining asbes-
tos fibers. Filters should be 99.97% efficiency for retaining fibers of 0.3 microns or larger.
High Efficiency Filter: A filter which removes from air 99.97% or more monodisperse dioctyle phthalate
(DOP) particles having a mean particle diameter of 0.3 micrometer/
Homogenous Work Area: An area within the abatement work area which contains one type of asbestos
containing material and where one type of abatement is used.
Non-Friable Asbestos Material: Materials that contain asbestos in which the fibers have been locked in
by a bonding agent, binder, or other material so that the asbestos is well bound and will not release fi-
bers during any appropriate use, handling, demolition, storage, transportation, processing, or disposal.
Example: Floor tile is considered non friable if in good condition and when not damaged in some way.
The removal of floor tile by chippers, resulting in the limited breakage of material, is considered to
render the material friable.
Penetrating Encapsulant: A liquid material which can be applied to ACM and which controls the possi-
ble release of asbestos fibers from the material by penetrating into the material and binding its compo-
nents together (penetrating encapsulant). Encapsulants approved for use on this project are those
listed as acceptable in the EPA's Battelle Laboratory Encapsulant Study or an approved alternative.
Personal Monitoring: Sampling of asbestos fiber concentrations within the breathing zone of an em-
ployee. The OSHA Standard of 0.1 fibers/cc is in effect on the project.
Occupant(s): Person or persons working or being present at the project site.
Other Tools and Equipment: The Contractor shall provide other suitable tools for the stripping and re-
moval, encapsulation and disposal activities including but not limited to: Hand-held scrapers, wire
brushes, sponges, rounded end shovels, brooms, carts, and scrubbing pads.
Phase Contrast Microscopy: -(PCM) - OSHA/NIOSH approved method of optical microscopy used to
count asbestiform fibers for determination of airborne fiber concentrations.
Powered Air Purifying Respirator: A device designed to protect the wearer from the inhalation of harm-
ful atmospheres.
Protection Factor: The ratio of the ambient concentration of an airborne substance to the concentra-
tion of the substance inside the respirator at the breathing zone of the wearer. The protection factor is
a measure of the degree of protection provided by a respirator to the wearer.
Removal: The stripping of any ACM's from surfaces or components or a facility or taking out structure
components in accordance with 40 CFR 61 Subparts A and M.
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Removal Encapsulant: A penetrating encapsulant specifically designed for removal of ACMs rather than
for in-situ encapsulation.
Secured Dumpster: Direct transferrable container moved to truck bed without container unloading,
comprised of plate steel bottom, and sides with locking hinged doors. Top covered with secure water
tight material appropriate with utilization of dumpster.
Shower Room: A room between the clean room and the equipment room in the worker decontamina-
tion enclosure with hot and cold or warm running water controllable at the tap and suitably arranged for
complete showering during decontamination.
Sprayed Acoustic Insulation: Insulation containing greater than one (1) percent by weight of asbestos.
Staging Area: Either the holding area or some area near the waste transfer airlock where contained as-
bestos waste has been placed prior to removal from the work area.
System: A building system is similar to that of an “Assembly”. A system includes all of its components, as
well as its supports, adhesives, etc.
Surfactant: A chemical wetting agent added to water to improve penetration, thus reducing the quanti-
ty of water required for a given operation or area.
Time Weighed Average (TWA): The average concentration of asbestos fibers in air during the specific
time period.
Transmission Electron Microscopy (TEM): Air sample analysis that conclusively identifies fibers as as-
bestos or non-asbestos. TEM sampling and analysis is to be performed according to USEPA recommend-
ed procedures described in 40 CFR Part 763 and published in the Federal Register on October 30, 1987.
Transportation Equipment: Shall be suitable for loading temporary storage, transmitting and unloading
of contaminated waste without exposure to persons or property.
Vacuum Equipment: All vacuum equipment utilized in the work area shall utilize HEPA filtration sys-
tems. All necessary replacement filters shall be on the job site.
Visible Emission: Any emissions containing particular asbestos material that are visually detectable
without the aid of instruments. This does not include condensed uncombined water vapor. This in-
cludes ACM chips, pieces, dust and water slurry/residual.
Waste Transfer Airlock: A decontamination system utilized for transferring contained waste from inside
to outside the work area separate from personnel decontamination chamber.
Wet Cleaning: The process of eliminating ACM contamination from building surfaces and objects by
using clothes, mops or other cleaning utensils which have been dampened with amended water or di-
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luted removal encapsulant and afterwards thoroughly decontaminated or disposed of as contaminated
waste.
Work Area: The area where asbestos related work or removal operations are performed which is de-
fined and/or isolated to prevent the spread of asbestos dust, fibers or debris, and entry by unauthorized
personnel. Work area is a Regulated Area as defined by 20 CFR 1926.
1.6 SUBMITTALS
A.The Abatement Contractor to submit ACM removal specific documentation for review by Archi-
tect / Engineer and Owner's Representative. Preconstruction submittals shall be submitted pri-
or to or before start of project work for review and acceptance.
1.7 DELIVERY
A.All material shall be new and delivered to site and protected from weather and damage in a
manner to avoid damage or deformation. All damaged or unacceptable material will be reject-
ed.
1.8 ACCESS AND SECURITY
\ A.Contractor shall keep a log of all persons entering and leaving the work area and shall prevent
unauthorized entry during abatement.
B.The Contractor shall utilize plywood barriers, black poly visual barriers, construction signage and
asbestos signage to control access to containment/controlled areas and immediate surrounding
areas and immediate surrounding areas inside building as designated by the Owner and/or as
shown on the drawings.
1.9 STOP WORK
If the Owner or the Owner's representative presents a written stop work order, immediately stop all
work. Do not recommence work until authorized in writing by the Owner.
1.10 WORK PLAN
Submit a detailed plan of the procedures, materials, and methods proposed for use in complying with
the requirements of this specification. Include in the plan the location and layout of decontamination
area, the sequencing of asbestos removal work, the interface of trades involved in the performance of
work methods to be used to assure the safety of building occupants and visitors to the site, disposal plan
including name and location of EPA approved disposal site and a detailed description of the methods to
be employed to control pollution. Identify the extent and location of each containment area. List spe-
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cific removal methods proposed for each operation in every area of this building. Identify measures to
be taken to protect finishes that will not be redone or replaced as part of this project. Expand upon the
use of portable HEPA ventilation systems, closing out of the building's HVAC system, method of removal
to prohibit visible emissions in work area, and packaging of removed asbestos debris. The plan must be
approved by the Owner's representative prior to commencement of work.
A. In addition to the above requirements the work plan shall include all the required documenta-
tion of an “asbestos project plan” in accordance to the Minnesota Department of Health Asbes-
tos Abatement Rules Part 4620.3560.
1.11 INTERRUPTION OF UTILITIES
A.The Contractor shall receive permission from the Owner before interrupting any utility service
that will affect occupied area of this or adjacent buildings. Such interruptions shall generally be
kept to a practical minimum and in no case shall cause problems in any area of a building with-
out prior approval by the owner.
B.Temporary electrical power must be provided by the asbestos removal Contractor for their
and Owner’s Representative’s equipment during power shut-downs required for asbestos
removal work.
1.12 BARRIERS / ENGINEERING CONTROLS
A.Whenever the Contractor is working in or adjacent to an occupied room or space, they shall
install visual barriers to prevent occupants or workers from entering into the construction zone
and to protect occupants from construction activity. Signage visible to the occupied area shall
indicate construction zone. Asbestos hazard signage shall be installed behind the construction
zone sign.
B.All critical, primary, and secondary barriers shall, at a minimum, be constructed in accordance
with the Minnesota Department of Health requirements.
C.When carpet, floor tile, and mastics are removed, the minimum barriers shall be full contain-
ment and a minimum four foot high splash guard.
D.Unless otherwise specified, when only non-friable asbestos floor tile mastics are removed, the
minimum barriers shall be critical barrier negative pressure containment and a minimum four
foot high splash guard.
E.All containments shall have an attached five (5) stage personnel decon and a three (3) stage
waste/bag transfer.
F.All mini containments shall have an attached five (5) stage personnel decon.
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G. Contractor shall maintain and continuously monitor a minimum of minus 0.02 inches of water
negative air pressure inside all containments. Refer to drawings for recommended placement of
HEPA air filtration units. Contractor shall always install a minimum of one back up HEPA air fil-
tration unit per containment.
H. All HEPA air filtration units shall be exhausted outside the building at windows through 5/8"
plywood barriers reinforced with 2 x 4 dimensional lumber. Contractor to bypass security door
contacts and reinstall as applicable. Coordinate with Owner prior to any security system
change. This includes the de-activation of other security sensors that may be present in the
project work areas. Under no circumstances shall the contractor demo any security system
component unless directed by Owner.
1.13 CRITICAL BARRIERS, WALLS AND FLOOR COVERINGS - CONTAINMENTS
A. Critical Barriers
1. Completely separate the work area from other portions of the building and the outside
by sheet plastic barriers at least 6-mil in thickness or by sealing with duct tape.
2. Mechanically support sheet plastic independently of duct tape or spray poly seals so
that seals do not support the weight of the plastic. Prepare shop drawings showing
methods of supporting sheet plastic barriers. Support methods shall be approved in
writing by the owner's representative if other than taping to wall surfaces is needed.
3. Doors and window's critical barrier will consist of a minimum of one layer of 6-mil poly
sheeting.
4. Isolate occupied building areas from the abatement work with a 5/8" plywood barrier
secured to prevent entry by non-authorized personnel. (Refer to drawings in Appendix
E.)
5. If applicable, electric motors and electrical service boxes require framing, plywood
sheathing and a minimum of 3 layers of poly. Each layer of poly must be secured in such
a manner as to allow the top layer to be removed without disrupting the seals of re-
maining layers.
Each operating unit shall be actively or passively ventilated to outside of containment as
needed.
6. Seal all ventilation openings (supply and exhaust), electrical conduit connectors, tele-
phone wire, existing lighting fixtures, clocks, doorways, windows, connectors and
speakers, and other openings into the work area with duct tape alone or with polyeth-
ylene sheeting at least 6-mil in thickness, taped securely in place with duct tape. Main-
tain seal until all work, including project decontamination, is completed.
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7.Provide sheet plastic barriers at least 6-mil in thickness as required to seal openings
completely from the work area into adjacent areas. Seal the perimeter of all sheet plas-
tic barriers with duct tape or spray adhesives.
8.Seal all mechanical ventilation openings with at least two (2) layers of six (6) mil poly.
Each layer to be installed as a separate barrier.
9.Upon completion, contractor shall remove all duct tape and spray glue adhesive from
building finishes.
10.Wall covering layer of poly sheeting is to be constructed in such a manner as to allow no
seam joints extending horizontally. Use widths of sheeting minimizing the required
number of vertical seams. Vertical seams require a minimum of a 12 inch overlap sealed
with spray adhesives and duct tape.
11.Cover all porous materials such as bulletin boards with a 6 mil critical barrier.
B.In addition to the critical barrier, a primary barrier and a wall splash guard as described herein
shall be installed and maintained throughout the work areas. Note: a primary barrier is not re-
quired in a critical barrier negative pressure containment. Prior to installing the primary barri-
er, pre-clean by HEPA vacuuming and wet wiping all surfaces in contact with the barriers.
C.Cover carpeted floor of adjacent areas (if encountered) with two individual layers of clear poly-
ethylene sheeting with bottom layers at least 6-mil in thickness and second layer 10-mil rein-
forced, turned up walls at least 12 inches, or provide an equivalent continuous film of spray
poly. Form a sharp right angle bend at junction of floor and wall so that there is no radius which
could be stepped on causing the wall attachment to be pulled loose. Both spray glue and duct
tape seams in floor covering. Locate seams in top layer six feet (6') from, or at right angles to,
seams in bottom layer. Install sheeting so that top layer can be removed independently of bot-
tom layer. Place corrugated cardboard sheets between the top and middle layers of polyeth-
ylene. Note: 40 mil. continuous rubber membrane roofing material can be used in lieu of the 10
mil. poly and corrugated cardboard sheets. Cover with 2 layers of 6 mil. poly.
D.Remove or protect all electrical and mechanical items such as lighting fixtures, clocks, diffusers,
registers, escutcheon plates, etc., which cover or interfere with any part of the area to be
worked on.
E.Critical all porous surfaces such as bulletin boards, etc. (Ceilings are not required to be protected
with a critical barrier during floor tile/mastic abatement unless contractor is concerned about
potential damage due to their work activity.)
A.Construct poly connecting tunnels in accordance to Minnesota Department of Health require-
ments when using a free standing wall. Tunnel to consist of a minimum of two (2) layers of
wall/floor and ceiling 6 mil poly. Free standing tunnel wall supports are required to be a mini-
mum of two feet on center.
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1.14 COORDINATION AND SCHEDULING
The Contractor shall schedule work with Architect / Engineer and the Owner prior to commencement of
work. The Contractor will accommodate the Owner and will schedule asbestos related work at agreed
upon times. All work schedules will be approved by the building Owner and coordinated with the Own-
er's Representative.
PART 2 - PRODUCTS
2.1 TOOLS AND EQUIPMENT
The Contractor shall supply the following to complete the job in compliance to all federal, state, and lo-
cal regulations.
B. Airless Sprayer: An airless sprayer, suitable for application of encapsulating material shall be
used.
C. Negative Air Machine: The filtration devices shall utilize high efficiency particulate air (HEPA) fil-
tration systems. Negative air machines shall be equipped with a built in magnahelic gauge,
warning lights, and automatic shut down and warning alarms in the event of a breach of the fil-
ter.
D. Scaffolding: Scaffolding, as required to accomplish the specified work, shall meet all applicable
safety regulations and be set up by qualified staff.
E. Transportation Equipment: Transportation equipment, as required, shall be suitable for loading,
temporary storage, transmit, and unloading of contaminated waste without exposure to per-
sons or property.
F. Vacuum Equipment: All vacuum equipment utilized in the work area shall utilize HEPA filtration
systems.
G. Water Sprayer: The water sprayer shall be an airless or other low pressure sprayer for amended
water application.
H. Other Tools and Equipment: The Contractor shall provide other suitable tools for the stripping,
removal, encapsulation and disposal activities including but not limited to hand-held: scrapers,
nylon brushes, sponges, rounded edge shovels, brooms and carts. After completion of the
abatement, residual floor tile mastic removal solvent shall not be harmful to building occupants.
I. All electrical equipment in the work area shall be connected to a ground fault circuit interrupter
(GFCI) as required by OSHA, GFCI is to be supplied by the Contractor.
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J. Plastic Sheeting: for occupied buildings poly sheeting shall be fire retardant 4, 6 and 10 mil pol-
yethylene sheeting conforming to requirements set forth by the National Fire Protection Associ-
ation Standard 701, Small Scale Fire Test for Flame-resistant Textiles and Films.
K. Flammable Liquids: Flammable liquids are not allowed on the project, unless previously ap-
proved by the Architect.
L. Encapsulation material shall be Cafco Bond Seal: as manufactured by United States Mineral
Products Company, Stanhope, New Jersey or approved equal. Contractor to verify compatibility
with substrate and existing ACM, and the replacement finishes scheduled.
M. All miscellaneous tools and equipment to construct enclosures in accordance to regulations.
N. No wood is allowed to be salvaged after exposure to ACM. All exposed wood shall be disposed
of as ACM waste in accordance to this specification.
O. Appropriate respiratory protection and protective clothing.
P. A recording manometer is required at all times. Unit shall work for project abatement duration
in accordance to Minnesota Department of Health protocol.
Q. Zep Big Orange floor tile mastic solvent remover or approved equal with same TLV’s and PEL’s.
R. TSP and Tide detergent for floor tile mastic rinses and preparation of new floor finishes.
PART 3 - EXECUTION
3.1 PRE-ABATEMENT PREPARATIONS
A. The Contractor shall accomplish the following:
1. Prior to any abatement work in an area, seal off the entire area to anybody other than
trained personnel and authorized visitors. Erect construction barriers, visual barriers
and signs around the perimeter in accordance with US EPA, OSHA, and this specification.
Contractor to provide security against unauthorized entry during abatement process.
Maintain a daily log of all people entering and exiting the work place.
3.2 PROTECTION – GENERAL REQUIREMENTS
A. Before beginning work with any material for which a Material Safety Data Sheet has been submit-
ted, provide workers with the required protective equipment. Require that appropriate protec-
tive equipment be used at all times.
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B. Use work procedures that result in airborne fiber counts less than that indicated in this Section.
If airborne fiber counts exceed this level, immediately mist the area with amended water to low-
er fiber counts, increase level of respiratory protection if necessary and revise work procedures
to maintain airborne fiber levels within the required limits.
C. Comply with worker protection, safety, and respiratory protection.
D. Prior to proceeding with removal work, the Contractor shall confirm the lockout-tagout of elec-
trical, mechanical, and HVAC systems.
3.3 DISPOSAL
A. Where appropriate, asbestos containing materials shall be placed in two 6-mil poly bags with the
appropriate labeling as specified elsewhere. Sharp objects shall be bagged and drummed rather
than double bagged. Drums lined with poly or filled with bagged materials may be re-used.
Drums may be fiber or metal construction at the contractor's option. Do not use labeled bags for
generals, non-asbestos waste. Food storage drums may be reused if adequately cleaned, free of
harmful materials and a MSDS sheet is provided as applicable. Chemical storage drums cannot
be used and shall not be brought on site. Containers must be from actual food storage, not from
concentrated chemicals used in the manufacture of food related products. No exceptions. Seal all
exposed porous container surfaces prior to use inside contaminated work area.
B. Properly contained and labeled asbestos materials shall be moved in covered carts or on dollies
as appropriate. Cart and dollies used inside the contaminated work area cannot be used in clean
areas.
C. Do not store disposal bagged or drummed material outside of the work area. Take ACM from the
work area directly to a sealed truck or sealed dumpster each day. Coordinate removal from
abatement area to dumpster with on-site Environmental Technician.
D. Carefully load containerized waste in enclosed dumpsters or sealed trucks with poly lined beds
for transport. Exercise care before and during transport to ensure that no unauthorized person-
nel have access to the material.
E. Do not transport bagged or drummed materials on open trucks. Label drums with same warning
labels as bags. Uncontaminated drums may be re-used. Treat drums that have been contami-
nated with asbestos containing waste and dispose of in accordance with this specification.
F. At the disposal site, sealed plastic bags may be carefully unloaded from the truck. If bags are
broken or damaged, return to work site for re-bagging and clean entire truck and contents using
decontamination procedures set forth by State of Minnesota.
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G.Retain receipts from landfill for materials disposed and submit along with waste manifests and
chain of custody forms to the owner on a weekly basis.
H.Contractor is responsible for any and all costs regarding the handling, containerization, testing,
and disposal of hazardous waste materials generated by the contractor during the course of
work. If floor tile mastic remover solvents are altered to a state defined as hazardous waste ma-
terial, the contractor shall inform the Owner in writing and appropriately handle the material in
accordance to all local, state, and federal requirements at no additional cost to the Owner.
Note: Asbestos is considered an industrial waste and is not defined as a hazardous waste materi-
al.
3.4 PUNCH LIST
A.Punch list items are those work activities which are non-asbestos work related such as paint
touch up and tape adhesive removal. When chemicals are used which result in odors or which
require ventilation, contractor shall maintain localized HEPA negative air ventilation.
B.These items can be performed after the scheduled completion date at times coordinated with
Architect / Engineer.
C.All punch list items and submittals must be complete prior to final payment.
D.After completion, sign/initial each item and return to Architect / Engineer for follow up observa-
tions.
END OF SECTION 106600
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SECTION 123661 – SIMULATED STONE COUNTERTOPS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SUMMARY
A. Section Includes:
1. Quartz agglomerate countertops and backsplashes.
1.3 ACTION SUBMITTALS
A. Product Data: For countertop materials.
B. Shop Drawings: For countertops. Show materials, finishes, edge and backsplash profiles,
methods of joining, and cutouts for plumbing fixtures.
C. Samples: For each type of material exposed to view.
PART 2 - PRODUCTS
2.1 QUARTZ AGGLOMERATE COUNTERTOPS
A. Configuration: Provide countertops with the following front and backsplash style:
1. Front: Straight (slightly eased at corner) with front apron that extends down 5 inches
below top surface.
2. Backsplash: [Straight, slightly eased at corner.
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3. Endsplash: Matching backsplash
B. Countertops: 3/4-inch- thick, quartz agglomerate with front edge and apron built up with
same material..
C. Backsplashes: 3/4-inch- thick, quartz agglomerate..
2.2 COUNTERTOP MATERIALS
A. Quartz Agglomerate: Solid sheets consisting of quartz aggregates bound together with a
matrix of filled plastic resin and complying with the "Physical Characteristics of Materials"
Article of ANSI SS1.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited
to, the following:
a. Cambria.
b. Cosentino USA.
c. E. I. du Pont de Nemours and Company.
d. LG Chemical, Ltd.
e. Meganite Inc.
f. Samsung Chemical USA, Inc.
g. Technistone USA, Inc.
2. Colors and Patterns: As selected by Owner and Architect from manufacturer's full
range.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Fasten countertops by screwing through corner blocks of base units into underside of
countertop. Align adjacent surfaces and, using adhesive in color to match countertop, form
seams to comply with manufacturer's written instructions. Carefully dress joints smooth,
remove surface scratches, and clean entire surface.
END OF SECTION 123661
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SECTION 220000 - PLUMBING
PART 1: GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SCOPE
A. Work under this Section includes all labor and material for the complete installation and
acceptable approval.
B. Work shall be in accordance with all applicable state and local building codes. Code requirements
shall have precedence over this specification were conflicts exist.
C. Work of this Section shall include furnishing and installation of the following:
1. All sanitary drain lines including wet pipes, vents, traps, cleanouts, floor drains, etc.
2. Furnish and install new lavatories, water closets, electric water cooler, janitor sink, and
other fixture units as shown on the drawings.
3. Electric water heaters.
4. Placement of cold and hot water piping system.
5. Placement of water heater pressure / temperature relief piping system for the new electric
water heater.
6. The insulation of all piping systems.
7. The pipe, valves, traps, strainers, etc., for all piping systems.
8. Pipe supports
9. Labeling (pipe markers) of all new pipe systems and existing pipe systems with new
insulation.
10. Removal of the existing lavatories, water closets, drinking fountain, floor drains, the sanitary
drain and vent lines, and the cold and hot water piping system serving the fixtures as shown
on the drawings.
1.3 REFERENCE STANDARDS
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The following standards are incorporated by reference:
A. Minnesota 2020 Plumbing Codes and 2018 Uniform Plumbing Code
B. ASTM: American Society of Testing and Materials
C. AWWA: American Water Works Association
D. ASHRAE: American Society of Heating, Refrigeration and Air Conditioning
E. PDI: Plumbing and Drainage Institute
F. 2020 Minnesota Commercial Energy Code
PART 2: PRODUCTS
2.1 PLUMBING FIXTURES
A. P-1 Handicap Water Closet (Wall Outlet): Kohler K4325 Kingston wall-mounted toilet bowl with
top inlet, white vitreous china, elongated bowl, siphon jet, 1½” top spud, 1.28 GPF or 1.6 GPF,
ADA compliant (mount 17”-19” from floor to top of seat). Include Kohler K4731-GC black
elongated open-front seat, Kohler K-10956-SV tripoint DC 1.28 GPF flushometer, and Zurn Z1201-
N_4 EZCarry Adjustable Horizntal water closet carrier system.
B. P-2 Handicap Hand Lav - Countertop: Kohler K-2196-1 Pennington drop-in bathroom sink, white
vitreous china, single faucet hole. Include K-8998 P-trap, Kohler K-104K36-SANA kumin faucet
with kinesis sensor, dc-powered, Kohler K-99799 Thermostatic tempering valve. Include cover for
exposed piping, drain, stops and trap per A.D.A.
C. P-3 Janitor Sink: Just Manufacturing Company B-33213 Corner floor mop sink or approved equal.
Top, bowl, and apron fabricated of 16 gauge type 304 stainless steel. Include Just J-127-B 3” drain
and Kohler K-8907 Kinlock service sink faucet.
D. P-4 Electric Water Cooler: Elkay Model EZSTL8WS(VR)SK, bi-level, wall mount, ADA compliant,
stainless steel basin, flexi-guard safety bubbler with easy-touch front and side pushbar controls,
cooling capacity of at least 8 GPH of 50 degress drinking water at 90 degrees ambient and 80
degrees inlet water. Iinstall drain with P-trap and cleanout. Mount handicap bubbler at 34”
above finished floor.
E. P-5 Floor Drain: Wade Number W-1102 two (2) inch diameter cast iron floor drain with flange,
integral reversible clamping collar, seepage openings, and satin nickel bronze strainer.
2.2 ELECTRIC WATER HEATERS
EWH-1: The Electric Water Heater (EWH-1) shall be Lochinvar Junior Electric Water Heater Model
JRC006DS with 6 gallon storage. Rated at 1,650 watts, 120 Volts, 1 Phase.
The tank shall be of standard construction with a 150 PSI working pressure and a 300 PSI test pressure.
The tank shall be glass lined and fired to 1600°F to ensure a molecular fusing of glass and steel. A tank
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saver anode shall be installed in the tank for corrosion protection. A 400°F rated high temperature dip
tube shall be used to introduce water to the bottom of the tank. The elements shall be zinc coated,
copper sheath. The tank shall be insulated with non-CFC polyurethane closed cell foam insulation to
minimize heat loss and meet the requirements of the latest edition of ASHRAE 90.1b Energy Efficiency
Standards. The water heater jacket shall be heavy gauge steel with baked enamel finish. The internal
wiring shall be composed of solid copper wire having an insulation material rated at 600 V, 200 C. The
water heater shall be factory supplied with an ASME temperature and pressure relief valve.
CONTROL CIRCUIT: Adjustable electric thermostat control. Automatic overheat safety control is standard.
The water heater shall be certified and listed by Underwriters Laboratories. The water heater shall be
certified for CSA Low Lead Content. The water heater shall be provided with a six year limited tank and
parts warranty.
2.3 SANITARY DRAINAGE PIPE
A. Shall be PVC-DWV pipe and fittings. All joints shall be made by solvent welding.
2.4 COOLING COIL CONDENSATE PIPE
Shall be PVC-DWV or Type L copper ASTM B88-6600. Fittings of same material and quality of pipe.
Fittings shall be included for heat tape installation in coil drain lines.
2.4 COLD WATER AND HOT WATER PIPE
Shall be Type L copper with soldered fittings for pipe.
2.5 VALVES
A. COLD WATER AND HOT WATER
1. Ball Valves
a. Screwed (¼" - 3"): Apollo Series 70-100
b. Soldered (⅜" - 3"): Apollo Series 70-200
2. Check Valves
a. Screwed (¼" - 3"): Crane No. 37
b. Soldered (¼" - 3"): Crane No. 1342
c. Flanged (2" - 24"): Crane No. 373
d. Screwed (2" - 4"): Crane No. 372
2.6 PIPE HANGERS AND SUPPORTS
All hangers, supports, guides and anchors shall be by ITT Grinnell or Michigan Hanger Company.
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A. Hot Water:
1. Install insulation shields (Grinnell Figure 167) of 16 gauge sheet metal between the
bottom of the insulation and the pipe support (on building roof) or trapeze hangers (inside
building). Use "U" bolts (Grinnell Figure 120 or 137) for pipe guides to hold pipes in
position on support or trapeze hanger.
2. For long straight runs of piping that must be supported to allow for thermal expansion and
contraction of the piping the following methods must be used. All anchor points and
longitudinal movement points will be located on the drawing.
Anchor Points:
Use pipe covering protection saddle (Grinnell Figure 160-165) welded to pipe and braced rigidly to
supports or building structure to secure the piping in a fixed position.
Longitudinal Movement Points:
Supports shall be assembled to permit the free movement of piping as caused by thermal
expansion and contraction. This should be accomplished by the use of a roller chair (Grinnell
Figure 175) and a pipe covering protection saddle (Grinnell Figure 160-165) and welded to pipe
with "U" bolts arranged to allow pipe movement.
B. Insulated Cold Water Lines
As in 1.a. above. Vapor barrier must not be broken.
2.7 PIPE INSULATION
A. Cold and Hot Water Pipe Insulation:
Pipe insulation shall be Owens/Corning Fiberglas 25ASJ/SSL pipe insulation or approved equal.
Insulation shall be recommended for use on piping operating from -60̊F to 450̊F. The insulation
shall have a vapor barrier jacketing.
Thermal Conductivity: 0.23 BTU ⋅ in./hr. ⋅ sq. ft. ⋅ degree F at 75
Water Vapor Permeance: 0.02 per./in. per ASTM E-96, Proc. A.
Puncture Resistance: 50 units per ASTM D-781
Flame Spread: 25
Smoke Developed: 50
2.8 PIPE MARKERS
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All pipe markers shall be by WH Brady Company, or equal. All pipes to be marked with name of contents
and direction of flow. All new piping systems and existing piping with new insulation, as a part of this
project, shall have pipe markers.
2.9 SHOCK ABSORBERS
Properly sized shock absorbers are to be provided at all cold water and hot water supply drops to
plumbing fixtures. Bathroom groups may use one shock absorber on hot water and one on cold water
branches between last and next to last fixtures on branch.
Wade Shokstops with all stainless steel casing, male NPT thread connection, and welded nested bellows.
Type A: Wade Shokstop Number W-5
Type B: Wade Shokstop Number W-10
Type C: Wade Shokstop Number W-20
Type D: Wade Shokstop Number W-50
2.10 CLEANOUTS
A. Floor Cleanouts: Wade W-7000 cast iron floor cleanout with adjustable housing, ferrule with plug
and round secured nickel bronze scoriated top.
B. Wall Cleanouts: Wade W-8460-R cleanout tee with brass plug and round stainless steel secured
access cover.
2.11 ESCUTCHEONS
Escutcheons (wall plates) shall be chrome ring type.
PART 3: EXECUTION
3.1 PIPE PENETRATIONS
All pipe penetrations shall be sleeved.
3.2 EQUIPMENT OUTLINE
A. All equipment and piping supports must meet or exceed ASHRAE standards for minimum support.
3.3 LAYOUT WORK
A. Drawings: The drawings are to scale as noted, but the Contractor shall refer to detailed
architectural and structural drawings for exact locations of partitions, walls, beams, shafts,
equipment, etc. All layout and rough-in shall be made to these documents and no additional
payments shall be allowed because of inaccuracies of layout.
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The Contractor, before roughing-in any facilities or installation of any equipment, shall consult all
drawings, for general work, structural work, mechanical work, electrical work, etc., and
shall inform themself of materials, finishes, locations of ceilings, structural members, pipes,
ducts, recessed light fixtures, conduits, etc., which may affect the installation. Each
Contractor in installing their equipment shall leave adequate room for the installation of
equipment by other Contractors.
Each Contractor shall be warned that in certain instances, space may be limited to the extent that
there may be only one arrangement of equipment or facilities which will allow installation and
service of same.
B.Piping: Unistrut and threaded rod will be allowed.
1.General: The piping systems shall be installed in accordance with the sizes and locations
as shown on the drawings. This Contractor must lay out their work, properly locate
each piece of apparatus and all necessary pipe sleeves, etc., and take their own
measurements at the building. Proper care must be taken in piping arrangement to
ensure the highest possible headroom. All exposed pipe, insulated or non-insulated, shall
have a minimum of ½ inch distance between walls and insulation/pipe's outer wall, or
between two pipes or between a pipe and any other object.
All exposed equipment, pipe, etc., shall be installed square and true with building
construction.
All pipe runs, apparatus, etc., must be installed in substantially the locations and at the
elevation shown on the drawings, subject to slight variations due to local conditions and
requirements. No changes other than the above are to be made unless with the approval
of the engineer.
2.Cleanliness: Each pipe cut shall be thoroughly reamed to full interior diameter without
burrs or metal chips. Each pipe length must be thoroughly cleaned before assembly into
the system, eliminating cutting oil, dirt or other debris.
C.Sleeves:
1.Coordinate with General Contractor on sleeve locations.
2.There shall be no direct contact of piping with walls, floors, ceilings or partitions.
3.Sleeves that are installed in outside walls and roof shall be caulked and sealed with
approved caulking materials so that they are moistureproof.
4.Wall sleeves shall finish flush with wall surfaces. The top of floor sleeves shall be two (2)
inches above the floor slab.
5.Where piping penetrates walls, partitions, floors, ceilings, etc., the space between piping
and the penetrations shall be packed with one (1) inch of fiberglass the full depth of the
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sleeve and then caulked tight on both ends. Set escutcheons in clear momo caulking and
force tight to wall, floor or ceiling surface.
6. All sleeves in masonry walls shall be set in place prior to concrete pouring or block laying.
Mortar shall surround all around the sleeves and to full depth. Cored sleeves shall be
utilized on existing wall and may be utilized on new walls provided no damage or spalling
is done to the walls.
7. This Contractor shall verify locations of all holes prior to drilling.
3.4 PIPING PLACEMENT
A. Pipe Supports and Hangers: All support components shall conform to Manufacturers'
Standardization Society Specification SP-69 and ASHRAE. Maximum distance between supports
shall be per above documents and as listed herein.
1. Installation - Horizontal Piping: Hangers shall adequately support the piping system.
Hangers shall be located near or at changes in piping direction and concentrated loads.
Where pipe runs change direction, two hangers shall be installed. All hangers shall
provide vertical adjustment to maintain pitch required for proper drainage. They shall
allow for expansion and contraction of the piping. Where groups of three or more pipes
occur, each group may be supported with trapeze hangers consisting of two or more
hangers with an angle frame. When necessary, additional hangers and supports shall be
installed to prevent sagging of pipe lines.
This Contractor shall furnish and install pipe hangers at a maximum spacing to meet all
required codes. If more hangers are required than what are shown on the drawings, it is
this Contractor's responsibility to furnish and install them. It is this Contractor's
responsibility to anchor and brace all piping systems to eliminate all movement and
vibrations from the system.
Horizontal lines of PVC plastic to be supported as below:
Nominal Tubing Size Rod Diameter Maximum Spacing
up to 1" ⅜" 32"
1¼" to 1½" ⅜" 32"
2" ⅜" 32"
2½" ½" 32"
3" and 4" ½" 32"
6" ½" 32"
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Horizontal lines of copper tubing shall be supported as below:
Nominal Tubing Size Rod Diameter Maximum Spacing
up to 1¼" ⅜" 6 ft.
1½" and up ½" 10 ft.
2. Support vertical iron pipe at every floor and at every ten feet apart where distance in
between floor exceeds ten feet. Support vertical plastic pipe, 1¼" and 1½" sizes at 4 ft.
intervals, 2" and above at every story, or a maximum of ten (10) feet. Support vertical
copper pipe at every story.
All hangers and fasteners and stabilizers shall be securely fastened to building. Methods
for fastening shall be selected by plumbing and heating contractor and shall be
responsible for the adequacy of the methods used.
3.5 TESTING OF PIPING
Prior to conducting tests, all gauges, accessories and equipment shall be disconnected, removed or by
other means protected during the test period.
A. All Water Systems Inside the Building: Test hydrostatically at pressure of 100 pounds per square
inch and hold for a period of one (1) hour or as required by code. Tests shall be observed,
certified and approved by State and Local Agencies.
3.6 PIPE COLOR BANDS AND LEGENDS
Frequency of color bands and pipe identification shall be as follows:
A. On both sides of wall or floor penetrations.
B. Maximum 50'-0" apart on straight run and under common roof (same roof).
C. Minimum one (1) identification and color band for each pipe per room.
D. At every 90 degree turn.
E. Standard legend decals shall be used per ANSI A13.1 - 1956. Alternately, color band and legend
shall be stenciled per ANSI 253.1 - 197.
F. When pipelines are located above the normal line of vision, the legend shall be placed below the
centerline so as to be readily visible to plant personnel.
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3.7 CLEANING
This Contractor shall remove any oil stains, debris, surplus materials, etc., resulting from their work
or operations and leave the job and the equipment furnished under any or all Contracts in a clean
condition. They shall thoroughly clean all pumps, pump motors, floor drains, cleanouts, fixtures
and all other equipment removing all plaster, paint, stickers, rust stains and other foreign matter or
discolorations, leaving every part in a new condition and ready for use.
3.8 INSULATION
No metallic staples or wheat paste allowed.
A. Pipe Insulation: Insulate all piping in a neat, workmanlike fashion in accordance with thickness
listed. Longitudinal laps of jackets shall be sealed and butt joints shall be wrapped with a 3"
minimum wide strip of the jacketing material securely sealed in place. Adhesive to meet NFPA
90A flame spread of 25 and fuel 50 such as CMC 17-465,B., Foster 81-91, or equal.
Insulation shall be applied on clean, dry surfaces and only after tested and approvals required by
the specifications have been completed.
All pipe insulation shall be continuous through wall and ceiling openings and sleeves.
Insulation on all cold surfaces must be applied with a continuous, unbroken vapor seal. Hangers,
supports, anchors, etc., that are secured directly to cold surfaces must be adequately insulated
and vapor sealed to prevent condensation.
All surface finishes to be extended to protect all surfaces, ends, and raw edges of insulation.
Rigid insulation inserts shall be installed as required under outside hangers. Inserts shall be of
equal thickness to the adjoining insulation and shall be provided with vapor barrier seals where
required. Insulation inserts shall be installed between the pipe and the hanger in all locations
where the weight of the piping system will crush or deform the insulation between the pipe and
hanger system.
Insulation inserts shall not be less than the following lengths:
1½" to 2½ pipe size 10" long
3" to 6" pipe size 12" long
8" to 10" pipe size 16" long
12" and over 22" long
Galvanized metal shields shall be applied between hangers or supports and the pipe insulation.
Shields shall be formed to fit the insulation and shall extend up to the center line of the pipe and
the length specified for the insulation hanger inserts less 4" to allow for vapor sealing butt joints
on each side of shields. The shields shall be attached to the insulation covering with adhesive so
that they do not fall off.
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Specified adhesives, mastics and coatings shall be applied at the manufacturer's recommended
minimum coverage per gallon.
B. Valves and Fittings:
1. All valves and fittings shall be insulated with premolded fittings, sectional pipe insulation,
or blocks of the same material and thickness as used for the adjacent pipe. Flange
insulation shall overlap the adjoining pipe insulation by not less than the thickness of the
pipe insulation.
2. Taper the pipe insulation back at all flanges far enough to permit removal of the flange
bolts.
3. Sectional pipe covering or block insulation shall be cut to fit, and each section butted
closely to the next and held in place with binding wire.
4. Insulation shall cover the entire surface of the fittings and bodies of the valves up to and
including the bonnets, and to have the valve stuffing box studs, bolts or nuts.
5. All joints, seams and irregular surfaces shall be filled with insulating cement.
6. The insulated surfaces shall be covered with a ¼ thick layer of finished cement and vapor
barrier mastic MAS-4 for indoor, or asphaltic emulsion mastic MAS-1 for outdoor. Mastic
shall be trowelled to a smooth and well-shaped contour compatible with adjoining pipe
insulation jackets as specified.
7. On welded fittings and valves the ends of the insulation shall be tapered toward the pipe
so that when the finished material is applied, it shall not be thicker than the insulation on
the adjoining pipe.
8. Valves and fittings 2½ inch size and under may be covered with insulating cement built up
in ½ inch layers to the thickness of the insulation on the adjacent pipe in lieu of insulating
with premolded fittings or sectional pipe insulation. Each layer of insulating cement shall
be thoroughly dry before any subsequent layer is applied. The surface shall be finished
with finishing cement and mastic.
9. For insulation of fittings and valves where vapor barrier is specified refer to vapor barrier
protection of valves, fittings and flanges in this Section.
C. Vapor Barrier Protection of Valves, Fittings and Flanges:
1. Where vapor barrier is specified, a compressed blanket insulation shall be applied directly
to the valve or fitting in lieu of the insulation cement. This compressed blanket insulation
shall be wrapped firmly under compression (minimum 2 to 1) to the thickness of the
adjoining pipe insulation and shall be held in place by spiral windings of three ply jute
twine. A subsequent wrapping of open mesh glass or glass fabric tape shall be wrapped
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over the blanket insulation overlapping the adjoining pipe insulation. This covering shall
then be heavily coated with vapor barrier mastic MAS-4.
D. Insulation Thicknesses:
Insulation Thickness for Pipe Sizes
Piping System Temp. (̊F) 1" and
below
1¼" -
2"
2½" -
4"
5" - 6" Above
8"
Hot Water 105 to 140 1" 1" 1" 1½" 1½"
Cold Water 50 to 65 ½" ½" ½" ½" ½"
END OF SECTION 220000
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Heating, Ventilating, and Air Conditioning (HVAC) 230000 - 1
SECTION 230000 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
PART 1: GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 SCOPE
B. Work under this Section includes all labor and material for the complete installation and
acceptable approval.
C. Work shall be in accordance with all applicable state and local building codes. Code requirements
shall have precedence over this specification were conflicts exist.
D. Work of this Section shall include furnishing and installation of the following:
1. In-line Exhaust Fan – serves bathroom and janitor exhaust.
2. Ductwork for heating, cooling, and ventilation systems, limited to modifications as required
for the bathroom and janitor supply air and exhaust systems.
3. Duct Accessories.
4. Ductwork supports.
5. Air Balancing.
1.3 REFERENCE STANDARDS
The following standards are incorporated by reference:
A. Minnesota 2020 Mechanical Codes and 2018 International Mechanical Code
B. ASTM: American Society of Testing and Materials
C. ASHRAE: American Society of Heating, Refrigeration and Air Conditioning
D. 2020 Minnesota Commercial Energy Code
1.4 CODES, STANDARDS, PERMITS, FEES AND LICENSES
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All work shall meet all the requirements of the latest national, state and local regulations that may apply.
Where requirements indicated on the drawings or specified herein exceed the applicable codes and
standards, the requirements of the drawings and specifications shall govern. This Contractor shall obtain
and pay for all permits and licenses necessary for the prosecution of the work unless otherwise specified
in the Agreement or Special Provisions. The Contractor shall comply with all laws and regulations bearing
upon the conduct of the work. If the Contractor performs any work contrary to the law and without such
notice to the Owner, they shall bear all costs arising therefrom.
1.5 INSPECTIONS AND TESTS
Tests reports of air balancing, air quantities, static pressure of fans and all fan RPM's, fan running
amperes, entering and exiting temperatures shall be in compliance with AABC Standards. Furnish three
(3) sets of balancing reports.
PART 2: PRODUCTS
2.1 SQUARE IN-LINE CENTRIFUGAL FAN
In line fan shall be Greenheck Type SQ centrifugal direct driven in line fan. The fan housing shall be of the
square design constructed of heavy gauge galvanized steel. Flexible wiring leads shall be provided from
the fan motor to an external mounted junction box and disconnect switch permitting access for service
without disconnecting the field wiring. All fans shall bear the AMCA Certified Rating Seal for both air and
sound performance.
Equip. #
Greenheck
Model # CFM
Pressure
HP RPM Volts Serves
ILF-1 SQ-70 190 0.25 1/30 1,550 120/1 Restrooms
2.2 DUCTWORK
Ducts, transitions, and other tinwork shall be of galvanized steel. The type of construction and metal
gauging shall conform to the following guide and to the latest edition of the SMACNA guide:
All ductwork on this project is of low pressure design. All ductwork shall meet or exceed a two (2) inch
positive or negative static pressure rating.
Rectangular Ducts
Width in Inches
Round Ducts
Diameter
Gauge of
Steel
4 to 12 4" #26
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13 to 30 5" to 10" #24
31 to 54 11" to 20" #22
55 to 84 21" to 36" #20
85 and above 37" to 50" #18
All panels over 12 inches high or wide shall be cross-broken for strength.
2.3 DUCT ACCESSORIES
A. Where turning vanes are indicated on the drawings and at all square turns, use Barber-Coleman,
Titus, or Tuttle and Bailey turning vanes.
B. Where air volume extractors are indicated on the drawings and at locations of air extraction,
install Titus, Barber-Coleman or Tuttle and Bailey extractor, operator type as required.
C. Provide ventlock damper regulators, type as required, with self-locking regulator, as required, for
balancing dampers.
D. Access Doors - Low Pressure Ductwork: Place hinged access doors for interior ductwork
inspection and cleaning. Units shall be a minimum of 16 x 12 for locations such as at motor or
manually operated dampers. Provide access doors at fire dampers where not accessible through
grilles or diffusers.
a. Provide man access doors as required for ductwork inspection and cleaning. Door units to
be sized as needed to allow access. Finish shall be galvanized steel. Units in insulated
ducts shall be of two (2) inch thick double wall construction, with two (2) inches of
fiberglass insulation in the void. See drawings for access door sizes.
E. Fabric connections shall be ventfabric per NFPA-90A. Provide fabric to isolate all vibrations
between supply air equipment, return air to equipment, exhaust systems or other power
equipment that may create vibrations into the building.
F. Testing plugs shall be provided for velocity measuring of each duct for the entire plenum system
per AABC, SMACNA and ASHRAE. All systems shall be capable of velocity measuring for field
testing and balancing.
2.4 DUCT SUPPORTS
All interior ductwork shall be supported on hanger systems generally hung from the roof structure above.
All ductwork systems shall be installed to meet all code criteria. Ductwork shall be vertically hung and
sway braced to meet the code criteria. Supports shall be smooth stainless steel rods with threads only on
the ends, with minimum thread exposed.
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Where vertical ducts pass through ceilings or openings, supporting angles of galvanized steel shall be
rigidly attached to all four (4) sides of the ducts and or opening material being framed through.
Where ducts pass through walls, ceilings or curbs, the space around the duct shall be sealed with mineral
wool non combustible material to prevent the passage of flame and smoke, and be provided with closure
angles caulk sealed to wall, or ceiling.
All junctures of the duct system that occur between the ducts and adjacent materials shall be plugged
with fiberglass insulation, then caulking foam round bar stock at 1.5 times the diameter of the void and
then caulked with G.E. silicone sealant, the color as selected by the Architect/Engineer.
PART 3: EXECUTION
3.1 AIR BALANCING A. Provide the services of a qualified person to fully adjust, balance and record air quantities, static
pressures of fans, fan RPM's and running amperes, entering and leaving air temperatures, and all
other data in full compliance with AABC Standards. Review total program for approval with
engineer prior to starting of system's balancing to ensure total procedure.
B. Identify each air outlet and intake on record sheets. Show design CFM's, as-balanced CFM's, as-
balanced face velocities, manufacturer's face area factor, size and model number.
C. Record air volumes at fan units.
D. Adjust diffusion patterns as required to minimize drafts.
E. Air volumes shall be adjusted by ratio to required volumes where fan deliveries vary from
specified quantities. Final fan speed adjustments shall then be made in the same ratio to provide
specified air volumes.
F. Air filters shall be clean prior to any balancing work.
G. Report shall be complete with the signature of the person responsible for the report.
END OF SECTION 230000
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Electrical 260000 - 1
SECTION 260000 – ELECTRICAL
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Section 007200 General Conditions
and Section 007300 Supplementary Conditions and other Divisions 00 and 01 specification
sections, apply to this Section.
B. Refer to Section 005000 Contract for the City of Golden Valley.
C. Work under this section includes all labor and material for the complete installation and
acceptable approval.
D. All work shall be in accordance with all applicable state and local building codes. Code
requirements shall have precedence over this specification where conflicts exist.
1.2 WORK SCOPE / SUMMARY
A. Contractor shall furnish all design, labor, equipment, materials, tools, methods, operations,
permits, etc. required or necessary for or incidental to the installation of new systems to provide
complete lighting, power, and auxiliary systems. Electrical work for all systems shall include all
labor and material, resulting upon completion, in functioning systems in compliance with all
performance requirements, codes, and standards. Contractor shall be responsible for the design
of electrical systems related to the electrical work required for this remodeling project and as
described below.
B. Contractor shall furnish shop drawings for light fixtures and ceiling fan for review and approval
by Owner and Architect / Engineer.
C. Remove and dispose of the existing light fixtures as described below and as shown in the
drawings:
1. Four (4) fixtures in Room 101 Lobby.
2. Two (2) fixtures in Room 102 Office.
3. One (1) fixture in Room 104 Women’s.
4. One (1) fixture in Room 105 Men’s.
D. Furnish and install LED light fixtures and lighting controls as described below and as shown in
the drawings:
1. Room 101 Lobby. Fixtures to be LED dimmable and motion activated.
2. Room 102 Office. Fixtures to be LED dimmable and motion activated.
3. Room 104 Single User Toilet. Fixture to be LED and motion activated.
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4. Room 105 Janitor. Fixture to be LED and motion activated.
E. Furnish and install ceiling fan (48 inch) in Room 101 Lobby as shown in the drawings. The intent
is to route power/conduit such that it is concealed as much as possible, routing from panel in
Room 102 up through ceiling into “attic” space above Room 102, to Room 201 Mech (above
Room 103). Utilize wire mold for exposed / visible in Room 101 Lobby. Control for ceiling fan
shall be switch located new electric panels in Room 102 Office.
F. Furnish and install power for new 6 gallon electric water heater furnished by others located in
Room 103 Irrigation/Storage. Electric water heater is 1,650 watts, 120 V.
G. Disconnect power serving the existing exhaust fan located in Room 201 Mech. (Above Room
103) and reconnect power for new replacement exhaust fan furnished by others. Control of fan
to be modified as required such that fan operates when Room 104 Single User Toilet light is
activated (via occupancy sensor).
H. Furnish and install power (receptacle) for new electric water cooler furnished by others located
in Room 101 Lobby. Intent is to route power/conduit from Room 102 office through Room 103
to location of new electric water heater at wall between Room 101 and Room 103.
I. Furnish and install two (2) new duplex receptacles in Room 102 Office at south wall as shown in
the drawings.
J. Furnish and install six (6) new duplex receptacles in Room 101 Lobby as shown in the drawings.
The intent is to route power/conduit such that it is concealed as much as possible utilizing the
beams to cross the open area in Room 101 from the east side to the west side and utilizing the
“attic” spaces above the NW and SW corners. Utilize wire mold for exposed visible in Room 101
Lobby. The intent is to route the power from the ceiling area vertically down through the new
CMU adjacent to the new windows, utilizing the block core furthest away from the windows.
K. Disconnect power serving the existing electric hand dryers and remove the hand dryers in Room
104 Women’s and in Room 105 Men’s. Remove conduit and wire from hand dryers back to
junction box in Room 103 Storage. Connect power to new hand dryer in Room 104 Single User
Toilet from junction box in Room 103 Storage, route conduit and wire to new hand dryer through
Room 103 Storage.
L. Furnish and install power / low voltage power for new card reader / electronic lock at the two
(2) exterior doors at Room 101 Lobby. Coordinate with Door Frame manufacturer, Door
Hardware manufacturer, and the Owners Card Reader contractor.
1.3 CODES AND STANDARDS
A. All work shall meet all requirements of the latest edition of the National Electrical Code (NFPA
70) and all national, state, and local regulations that may apply. Standards of the following
associations or organizations shall be followed and applied where applicable as minimum
requirements:
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Electrical 260000 - 3
UL Underwriters Laboratories
IBC International Building Code
IEEE Institute of Electrical and Electronic Engineering
NEMA National Electrical Manufacturers Association
NFPA National Fire Protection Association
NBFU National Board of Fire Underwriters
ASTM American Society of Testing Materials
ADA Americans with Disabilities Act
1. Where requirements indicated on the Drawings or specified herein are in excess of the
applicable codes and standards, the requirements of the Drawings and Specifications shall
govern.
2. Comply with requirements of the State of Minnesota 2020 Commercial Energy Code.
B. Minnesota State Building Code (current version).
1.4 SUBMITTALS
A. Sample warranty.
1.5 DELIVERY, HANDLING AND STORAGE
A. Comply with manufacturer’s instructions.
B. Coordinate with City of Golden Valley on delivery, storage, and staging.
1.6 WARRANTY / GUARANTEE
A. All installation materials and workmanship shall be unconditionally guaranteed for a period of
one (1) year.
PART 2 - PRODUCTS
2.1 LIGHT FIXTURES (LUMINAIRES) AND LIGHTING CONTROLS
A. The light fixtures (luminaires) and lighting controls shall be furnished and installed by this
Contractor. Submit shop drawings for all light fixtures for review and approval by Owner and
Architect / Engineer.
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2.2 CEILING FAN
A. The ceiling fan shall be furnished and installed by this Contractor. Submit shop drawings for 48”
ceiling fan for review and approval by Owner and Architect / Engineer.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions for compliance with requirements for installation
tolerances and other conditions affecting performance of the work.
B. Examine rough-in for luminaire to verify actual locations of luminaire and electrical connections
before fixture installation. Proceed with installation only after unsatisfactory conditions have
been corrected.
3.2 INSTALLATION
A. Comply with NECA 1
B. Install luminaires level, plumb, and square with ceilings and walls unless otherwise indicated.
C. Supports:
1. Sized and rated for luminaire weight.
2. Able to maintain luminaire position after cleaning and relamping.
3. Provide support for luminaire without causing deflection of ceiling or wall.
4. Luminaire mounting devises shall be capable of supporting a horizontal force of 100
percent of luminaire weight and vertical force of 400 percent of luminaire weight.
D. Flush-Mounted Luminaire Support:
1. Secured to outlet box.
2. Attached to ceiling structural members at four points (or code minimum) equally spaced
around circumference of luminaire.
3. Trim ring flush with finished surface.
E. Wall-Mounted Luminaire Support:
1. Attached to structural members in wall.
2. Do not attach luminaires directly to gypsum board.
F. Ceiling-Mounted Luminaire Support:
1. Ceiling mount with 5/32-inch (4-mm) diameter aircraft cable supports adjustable to 120
inches (6 m) in length.
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G. Suspended Luminaire Support:
1. Pendants and Rods: Where longer than 48 inches (1200 mm), brace to limit swinging.
2. Stem-Mounted, Single-Unit Luminaires: Suspend with twin-stem hangers. Support with
approved outlet box and accessories that hold stem and provide damping of luminaire
oscillations. Support outlet box vertically to building structure using approved devices.
3. Continuous Rows of Luminaires: 5/32-inch (4-mm) diameter aircraft cable supports
adjustable to 120 inches (6 m) in length.
4. Do not use ceiling grid as support for pendant luminaires. Connect support wires or rods
to building structure.
3.3 FIELD QUALITY CONTROL
A. Perform the following tests and inspections:
1. Operational Test: After installing luminaires, switches, and accessories, and after
electrical circuitry has been energized, test units to confirm proper operation.
2. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation.
Verify transfer from normal power to battery power and retransfer to normal.
B. Luminaire will be considered defective if it does not pass operation tests and inspections.
END OF SECTION 260000
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T1SHEET NUMBER:SHEET TITLE:TITLE SHEET---REVISIONS:123PROJECT NO.: 24123DATE: 4-16-25DRAWN BY: DRLCHECKED BY: DRL---CITY OF GOLDEN VALLEY1856 TOLEDO AVENUE NORTHGOLDEN VALLEY, MINNESOTA 55422SCHEID PARK SHELTER - 2025 REMODELINGI hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Registration No.DateDENNIS R. LANGER244494-16-25QUETICA, LLC651-964-4646ST. LOUIS PARK, MN 55416SUITE 7005775 WAYZATA BLVD.241
A1SHEET NUMBER:SHEET TITLE:DEMOLITION FLOOR PLAN AND REVISEDFLOOR PLAN-REVISIONS:12324123DATE: 4-16-25DRAWN BY: DRLCHECKED BY: ---CITY OF GOLDEN VALLEY1856 TOLEDO AVENUE NORTHGOLDEN VALLEY, MINNESOTA 55422SCHEID PARK SHELTER - 2025 REMODELINGQUETICA, LLC651-964-4646ST. LOUIS PARK, MN 55416SUITE 7005775 WAYZATA BLVD.I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Registration No.DateDENNIS R. LANGER244494-16-25242
A2SHEET NUMBER:SHEET TITLE:ELEVATIONS---REVISIONS:123PROJECT NO.: 24XXXDATE: 4-16-25DRAWN BY: DRLCHECKED BY: DRL---CITY OF GOLDEN VALLEY1856 TOLEDO AVENUE NORTHGOLDEN VALLEY, MINNESOTA 55422SCHEID PARK SHELTER - 2025 REMODELINGQUETICA, LLC651-964-4646ST. LOUIS PARK, MN 55416SUITE 7005775 WAYZATA BLVD.I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Registration No.DateDENNIS R. LANGER244494-16-25243
FSTN#FSTN#DIENODIENOA3SHEET NUMBER:SHEET TITLE:REVISIONS:123PROJECT NO.: 24???DATE: 4-16-25DRAWN BY: DRLCHECKED BY:---DETAILS---CITY OF GOLDEN VALLEY1856 TOLEDO AVENUE NORTHGOLDEN VALLEY, MINNESOTA 55422SCHEID PARK SHELTER - 2025 REMODELINGQUETICA, LLC651-964-4646ST. LOUIS PARK, MN 55416SUITE 7005775 WAYZATA BLVD.I hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Registration No.DateDENNIS R. LANGER244494-16-25244
EXISTING SLAB ON GRADENEW SLAB ON GRADE#4x2'-0"@24"OC DOWELS.DRILL 6" INTO EXISTINGAND SET WITH ADHESIVE.8" MINSEE ARCH DRAWINGS FORNON-BEARING WALLS NOTSHOWN ON STRUCTURALDRAWINGSTHICKENED SLABW/2-#4 CONT2W(W)WIDTH8"1' - 4"PIER REINFORCING TO EXTENDTO 2" CLEAR OF FLOOR/ROOFBEARING ABOVESTEEL LINTEL,SEE PLAN1.2.NOTE:DO NOT LOCATE CONTROL JOINT WITHINMASONRY PIER, VERIFY LOCATION OFEXISTING CONTROL JOINTS AND NOTIFYENGINEER IF WITHIN NEW PIER LOCATIONTYPICAL CONDITION AT EACH SIDE OFMASONRY LINTEL BEARING8" MIN BRGSTOP BAR 2" BELOWLINTEL BEARINGCONTROL JOINT LOCATIONWITH SLIDING CONNECTION ATLINTEL BEARING. SEE 6/S-1 FORADDITOINAL INFORMATION.EDGE OF NEW PEIR SEE PLAN(MIN 2-#5@8"OC)PIER WIDTHSEE PLANEXTEND THIS BAR UP TOEXISTING BOND BEAM, DRILLAND EPOXY GROUT 4" MIN.INTO BOND BEAMPROVIDE 5/16" X 7 1/2" X 7 1/2" BEARINGPLATE EACH END ON CMU, ANGLESBEAR ON BEARING PLATE AND EXTENDOUT TO SUPPORT BRICK, LEAVE 3/16"JOINT BELOW ANGLE AT BRICK.L1 LINTEL (1)L6X6X5/16" AND (1)L5X5X5/16" WITH 5/16"BY (WALL WIDTH LESS1") BOTTOM PLATECONTRACTOR TO FIELDVERIFY WALL THICKNESS1.2.3.4.1.PLACEMENT PROCEDURECUT AND REMOVE ONE SIDE OF WALL TO A DEPTH OF 7" MAXIMUM. DO NOT REMOVE LOWER PORTIONOF WALL BELOW BEAM.PLACE ON ANGLE, LEVEL AND GROUT BELOW WITH NON-SHRINK GROUT. GROUT FILL BEAM BEARING AMINIMUM OF ONE COURSE BELOW.REMOVE MASONRY BELOW AS REQUIRED FOR NEW OPENING.WELD BOTTOM PLATE TO BEAMS AND PATCH WALL AROUND BEAMS AS REQUIRED BY ARCHITECT.NOTE:LINTELS FOR OPENINGS IN EXISTING WALLS. OPENINGS NOT EXCEED 8' - 0".3/162@123/162@125/16" BOTTOM PLATE 1" LESSTHAN WALL WIDTH, CONT.3/162@12FLOW THROUGH BONDBEAM, CUT TO MATCH ROOFSLOPE.BOND BEAM W/2-#5 CONTWOOD DECK DIRECTIONVARIES, SEE PLAN.L4X4X3/8 X 0' - 6" LONG AT 24" OCEACH SIDE OF WALL. CONNECTSTEEL ANGLE TO WOOD DECK WITH2 1/2" @ 8" OC SIMPSON WOOD-TO-STEEL SCREW PER ANGLE. DO NOTCONNECT ANGLE TO CMU.1.NOTE:SEE PLAN FOR SCHEDULES FOR WALL REINFORCEMENT.1" GAP AT TOP OFWALL, FILL WITHEXPANDING FOAM1"EXTEND DOUBLE ANGLELINTEL MIN. 8" ONTOMASONRY.NOTE: PROVIDE BOND BEAMW/2-#5X3'-4" LONG BELOWBEARING PLATE (MIN)1/2"EXTEND BEAM 1" CLEAR OF PLATE1.NOTES:IF BEAM BEARS ON WALL BOTH ENDS, PROVIDE SLIDING CONNECTION AS SHOWN AT ONE END ONLY.PROVIDE SLOTTED HOLE ON ONE END AND PROVIDE MIN 3" WELD BETWEEN FLANGE AND BEARINGPLATE.ABEAM SPANNING PARALLEL TO WALLBELEVATIONPROVIDE 1/2" X 4" THREADEDROD WELDED TO BEARINGPLATE ONE END, PROVIDE 2"SLOTTED HOLE. LOCATE RODCENTERED IN SLOTTEDHOLE, PROVIDE HANDTIGHTENED NUT.2" SLOTTED HOLE3/16"STRUCTURAL NOTESThese notes are provided for typical conditions. See plans and detailsfor specific requirements in other areas.Refer to architectural, civil, mechanical, and electrical drawings foradditional deferred submittal components.EXISTING CONDITIONSVerify all dimensions, elevations, and detail of existing structure wherethey affect this construction.Notify engineer if there are any deviations from the contract documents.Obtain prior approval from Structural Engineer before cutting openingsor recesses or making other modifications to existing structure not shownon structural drawings.COORDINATION -- ARCHITECTURAL, MECHANICAL ANDELECTRICAL ITEMSVerify all depressions, dimensions, elevations, openings, equipmentsupports, and details and coordinate by reference to architectural,mechanical and electrical drawings.OPENINGSVerify size and location of all openings with architectural, mechanicaland electrical drawings. Structural drawings do not necessarily show allopenings.Place openings in floor and roof not shown on structural drawingsbetween structural members. Notify Structural Engineer beforeopenings larger than 12" in any dimension are added.Obtain prior approval from Structural Engineer before making anyopenings through structural members if the openings are not shown onthe structural drawings.DESIGN CODES AND STANDARDSInternational Building Code (2018) - As amended by theMinnesota StateBuilding Code (2020)American Concrete Institute (ACI) 318-14–Building Code Requirementsfor Structural ConcreteThe Masonry Society (TMS) 402-16–Building Code Requirements forMasonry StructuresAmerican Institute of Steel Construction (AISC) 360-16–Specification forStructural Steel BuildingsAmerican Institute of Steel Construction (AISC)–Steel ConstructionManual - Fifteenth EditionAmerican Welding Society -Structural Welding Code - Steel (2011) asmodified by AISC SpecificationsDESIGN STRESSESReinforcing Steel (Fy)60,000 psi (A615, Grade 60)Concrete (f'c) (28-day compressive strength)4,500 psi for exterior concrete4,000 psi for interior slab on grade3,000 psi (pre-mixed grout) for masonry cores, lintels, and bondbeamsMasonry(28-day compressive strength)2,000 psi prism strength (f'm)2,800 psi CMU compressive strength3,000 psi grout strengthStructural Steel (Fy)50,000 psi (A992 or A572 Grade 50) for W shapes36,000 psi (A36) for bars, plates, angles and other shapes50,000 psi (A500, Grade C) for rectangular structural tubingDESIGN LOADSRoof LoadsRoof Dead Load: 15 psf superimposed.Roof Live Load for Rainwater Rate Control = 40 psfRoof Snow Load ParametersGround Snow Load = 50 psfExposure Factor (Ce) = 1.0Occupancy Importance Factor = 1.0Thermal Factor (Ct) = 1.0Snow Drift Loads: In accordance with ASCE 7-16 Chapter 7.Floor Live LoadsTypical Floors = 100 psfWind LoadsASCE 7-16 Directional Procedure ParametersExposure BNominal design wind speed 105 MPHWind Directionality Factor (Kd) 0.85Risk Category ITopographic Factor (Kzt) 1.0Internal Pressure Coefficient (GCpi) +/-0.18GEOTECHNICAL INFORMATIONAn assumed soil bearing value of 3,000 PSF is used in the foundationdesign and must be verified by a licensed professional geotechnicalengineer prior to placement of concrete footings or slabs.CONCRETE COVER ON REINFORCINGFootings:3" clear bottom and sidesSlab on Grade:Place reinforcing in upper third of slab(minimum 3/4" clear top)Masonry Walls:centered in cell1/2" from inside face of cell if not centeredMasonry Lintels/Bond Bms: Place bottom reinforcing within 4” ofbottom of lintelFOOTINGSFor wall footings, provide 32 bar dia. lap at reinforcing splices and fullcrossing lap at intersections.Unless otherwise noted, center wall footings under walls and columnfootings under columns.Footing elevations shown on plan are to top of footing (TOF).Hook wall and column dowels at 3" clear bottom of footing.NON-BEARING WALLSProvide thickened slab below non-bearing masonry walls. See section3/S-1.REINFORCED CONCRETE BLOCK WALLSWhen one bar is required in a single core, place in center, unless notedotherwise. When two bars are required in a single core, place one neareach face.Lap vertical reinforcing 72 bar diameters at splices.Extend vertical reinforcing from top of footings to bottom of lintel at lintelcore or drill 4” into exiting bond beam and set with adhesive.Fill block core at vertical reinforcing (8" minimum length along wall) withconcrete or grout. Vibrate in place. Rodding and puddling are notallowedMaximum grout pour height is 4’-0” for plain masonry units or 8’-0” feet foropen core block. Provide cleanouts if pour height exceeds 5'-4".Maximum grout lift height within a grout pour is 5’-4”. See Specification042731 for grouting requirements if plain shapes are being used.CONCRETE BLOCK WALL LINTELSAll block lintels to be filled with concrete or grout. Vibrate in place.Fill a minimum of two block courses below lintel bearing.In masonry bearing walls, locate mechanical openings minimum 1'-4"from beam bearing locations and control joints. For openings 12" to36" wide, provide 2 - L5 x 3-1/2 x 5/16 LLV in 8" CMU walls and 2 - L6x 6 x 5/16 LLV in 12" CMU walls. For openings 36" to 72" wide,provide W8x18 with 5/16" bottom plate in 8" and 12" CMU walls. Bearlintels 8" min each side of opening. See mechanical drawings foropening locations. For openings greater than 72" wide, submitproposed openings to Structural Engineer for review prior to placement.Multiple openings within 24" clear of each other are considered a singleopening.If opening occurs next to concrete column, bolt L3x3x5/16 to columnwith two 1/2" dia. x 6" expansion bolts and rest lintel on angle.If opening occurs next to steel columns weld L3x3x5/16 to column andrest lintel on angle.STRUCTURAL STEELStructural steel fabrication and construction shall conform to the AISC"Manual of Steel Construction" and the AISC "Code of StandardPractice for Steel Buildings and Bridges" latest editions.Galvanize structural steel exposed to weather and brick support anglesin exterior walls according to ASTM A123.Do not field cut or alter structural members without approval of theStructural Engineer.STRUCTURAL NOTESL1L1L1L1 L1L1 7S-1HIGHTYP3S-1LOWTYP2S-14S-1NEW 16" PIER EACH SIDE OF OPENING WITH(2) #5 BARS, ONE PER CORE, SEE 4/S-1.REMOVE AND REPLACE BRICK AS REQUIREDTO PLACE PIERS. PROVIDE NEW BRICK TIESAS REQUIRED.REMOVE AND REPLACE SLAB AS REQUIRED TORUN NEW MECHANICAL, SEE 2/S-1 FORCONNECTION BETWEEN NEW AND EXISTING SLAB35' - 0"35' - 0"
I hereby certify that his pan, specification or report was prepared by
me or under my direct supervision and that I am a duly Licensed
Engineer under the laws of the State of Minnesota.
Katherine A. Russel Date Registration No.
PROJECT NO.: 24123 REVISIONS:
DATE:
DRAWN BY: MY
CHECK BY: KAR
CITY OF GOLDEN VALLEY
SCHEID PARK SHELTER – 2025 REMODELING
1856 TOLEDO AVE N
GOLDEN VALLEY, MINNESOTA 55427
SHEET NUMBER:SHEET NAME:
4-16-2025S-1
STRUCTURAL NOTES
PLAN
DETAILS 2SECTION3SECTION4DETAIL5DETAIL7DETAIL AT NON-BRG MASONRY WALL, TYP.6DETAIL1WESLEY PARK SHELTER FLOOR PLANN4-16-25 26504
245
M1SHEET NUMBER:SHEET TITLE:DRAIN, WASTE, AND VENT(DWV) PLUMBING PLANSAND RISER SCHEMATICS-REVISIONS:123PROJECT NO.: 24123DATE: 4-16-25DRAWN BY: DRLCHECKED BY: DRL---CITY OF GOLDEN VALLEY1856 TOLEDO AVENUE NORTHGOLDEN VALLEY, MINNESOTA 55422SCHEID PARK SHELTER - 2025 REMODELINGI hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Registration No.DateDENNIS R. LANGER244494-16-25QUETICA, LLC651-964-4646ST. LOUIS PARK, MN 55416SUITE 7005775 WAYZATA BLVD.246
M2SHEET NUMBER:SHEET TITLE:CW AND HW PLUMBINGPLANS AND RISERSCHEMATICS-REVISIONS:123PROJECT NO.: 24123DATE: 4-16-25DRAWN BY: DRLCHECKED BY: DRL---CITY OF GOLDEN VALLEY1856 TOLEDO AVENUE NORTHGOLDEN VALLEY, MINNESOTA 55422SCHEID PARK SHELTER - 2025 REMODELINGI hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Registration No.DateDENNIS R. LANGER244494-16-25QUETICA, LLC651-964-4646ST. LOUIS PARK, MN 55416SUITE 7005775 WAYZATA BLVD.247
M3SHEET NUMBER:SHEET TITLE:HVAC DEMOLITION PLAN AND REVISEDHVAC PLAN-REVISIONS:123PROJECT NO.: 24123DATE: 4-16-25DRAWN BY: DRLCHECKED BY: DRL---CITY OF GOLDEN VALLEY1856 TOLEDO AVENUE NORTHGOLDEN VALLEY, MINNESOTA 55422SCHEID PARK SHELTER - 2025 REMODELINGI hereby certify that this plan, specification or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota.Registration No.DateDENNIS R. LANGER244494-16-25QUETICA, LLC651-964-4646ST. LOUIS PARK, MN 55416SUITE 7005775 WAYZATA BLVD.248
E1SHEET NUMBER:SHEET TITLE:ELECTRICAL DEMOLITIONPLAN AND REVISEDELECTRICAL PLAN-REVISIONS:123PROJECT NO.: 24123DATE: 4-16-25DRAWN BY: DRLCHECKED BY: DRL---CITY OF GOLDEN VALLEY1856 TOLEDO AVENUE NORTHGOLDEN VALLEY, MINNESOTA 55422SCHEID PARK SHELTER - 2025 REMODELINGQUETICA, LLC651-964-4646ST. LOUIS PARK, MN 55416SUITE 7005775 WAYZATA BLVD.249
AA1SHEET NUMBER:SHEET TITLE:ASBESTOS ABATEMENT PLAN--REVISIONS:12324123DATE: 4-16-25DRAWN BY: DRLCHECKED BY: ---CITY OF GOLDEN VALLEY1856 TOLEDO AVENUE NORTHGOLDEN VALLEY, MINNESOTA 55422SCHEID PARK SHELTER - 2025 REMODELINGQUETICA, LLC651-964-4646ST. LOUIS PARK, MN 55416SUITE 7005775 WAYZATA BLVD.250
EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
3D. Adopt Resolution Nos. 25-040 and 25-041 Approving Final Plat and Minor Subdivision for a
Residential Zero Lot Line Home for 1131 Lilac Drive North
Prepared By
Jacquelyn Kramer, Senior Planner
Summary
The City of Golden Valley Housing and Redevelopment Authority (HRA) seeks City Council approval for
the Hope Fourth Addition Final Plat and Minor Subdivision for a Residential Zero Lot Line Home
located at 1131 Lilac Drive North. Planning Commission held a public hearing on this project on April
14, 2025. City Council approved a Comprehensive Plan Amendment, Rezoning, and Preliminary Plat for
the property on May 6, 2025.
Financial or Budget Considerations
The City acquired this property in 2016 from the Minnesota Department of Transportation (MnDOT)
as a right-of-way turnback.
Legal Considerations
The developer of this property will enter into a development agreement with the City before closing
on the property. This agreement will be drafted and approved by the City Attorney and will include a
provision guaranteeing the home stays affordable for a set period of time. Staff has proposed a 99-
year affordability period in the draft agreement, which will be brought to City Council for final
approval at a later time.
Equity Considerations
Identified in the 2040 Comprehensive Plan’s Housing Chapter, preserving a measure of affordability in
the owner-occupied housing market is an important asset to housing market stability and the
community’s overall livability. Additionally, Minnesota, including Golden Valley, has one of the worst
racial disparities in homeownership in the nation. HOPE prioritizes organizations that have
demonstrated success in building relationships of trust with Black, Indigenous, and people of color
(BIPOC) communities.
Recommended Action
Motion to adopt Resolution Nos. 25-040 and 25-041 approving Final Plat and Minor Subdivision for a
Residential Zero Lot Line Home for Hope Fourth Addition located at 1131 Lilac Drive North.
251
Supporting Documents
Staff Memo - 1131 Lilac Drive
Resolution No. 25-040 - Approval of Final Plat - Hope Fourth Addition - 1131 Lilac Drive
Resolution No. 25-041 - Approval of Minor Subdivision - Hope Fourth Addition - 1131 Lilac Drive
Hope Fourth Addition Final Plat
Hope Fourth Addition Minor Subdivision Residential Zero Lot Line Home
Declarations and Convenants
252
Date: May 13, 2025
To: Golden Valley City Council
From: Kendra Lindahl, Consulting Planner
Subject: Final Plat and Minor Subdivision for Residential Zero Lot Line Home for 1131 Lilac
Drive North
SUMMARY
The City acquired land at 1131 Lilac from the Minnesota Department of Transportation
(MnDOT). This was land that was no longer needed by MnDOT. The City is now proposing a
Final Plat and Minor Subdivision for a Residential Zero Lot Line Home to allow for development
of a two-family home.
PROJECT INFORMATION
Applicant: City of Golden Valley
Property owner: (Same)
Lot size: 0.34 acres
Future land use designation: Low Density
Residential
Zoning district: R-2 Moderate Density
Residential
Existing use: Vacant
Proposed use: Two-family Home
Adjacent land use, zoning and uses:
Guided Low Density Residential, zoned R-1
(Single Family Detached) and developed
with single family homes to the north,
east, south and west (across Lilac Drive
and Highway 100).
BACKGROUND
The Planning Commission held a public hearing on April 14, 2025, to review the Comprehensive
Plan Amendment, Rezoning and Preliminary Plat. The City Council approved the requests at the
May 6, 2025 meeting.
Figure 1 -Aerial Location Map (2018 Hennepin County)
253
PLANNING ANALYSIS
Level of Discretion in Decision Making
The City’s discretion in approving a final plat is limited to whether the proposed final plat is
consistent with the preliminary plat. If it meets these standards, the City must approve the final
plat. Staff finds that the final plat is consistent with the preliminary plat.
Final Plat
The land is proposed to be final platted as a single parcel (Lot 1, Block 1, Hope Fourth Addition)
for development of a two-family home.
The Zoning Ordinance defines single and two-family dwellings as follows:
• Single-Family Dwelling is a building designed for or occupied by one family and
containing one dwelling unit.
• Two-Family Dwelling is a building designed for or occupied by two families and
containing two dwelling units.
The City has been working with Magnolia Homes to build a twinhome on this lot.
The City’s ordinance requires a three-step process to approve a twinhome lot:
1. Approval of a preliminary plat to create a single lot that complies with the R-2 standards
2. Approval of a final plat to create a single lot that complies with the R-2 standards and
3. Approval of a minor subdivision for a Residential Zero Lot Line Home.
Minor Subdivision for Residential Zero Lot Line Home
After approval of the final plat, the Council may approve the minor subdivision. A minor
subdivision for a Residential Zero Lot Line Home must meet the following criteria in Section
109-123 of the City Code:
1. Each newly created lot shall individually be exempt from the minimum lot size and
width requirements found in the R-2 Zoning District provisions of Chapter 113, but in
combination the lots shall meet said requirements. Other requirements of this
division shall be met as stated.
Complies
2. The property and structure must be able to be split into substantially equal sections,
except as necessary to meet the wider corner lot requirement, and except that
developmentally unsuitable portions of a lot may be discounted. Rowhouses may be
allowed wider lots for end units.
Complies
3. The structure must meet current building code standards for firewall separation,
which may be created by new construction or an addition to existing construction.
254
Will be required to comply. Compliance shall be enforced with building permit.
4. Separate utility services must be provided.
Will be required to comply. Compliance shall be enforced with building permit.
5. The owner of the property to be subdivided shall execute and record at owner's
expense a "Declaration of Covenants, Restrictions and Conditions." Said document
shall be used to protect the rights of the individual owners sharing the single
structure as to maintenance and repair and reconstruction in case of damage to the
original structure. Specifically, it shall provide protection to the property owners and
the City on the following:
a. Building and use restriction.
b. Party walls and other necessary common easements, including utilities and
access.
c. Submission to binding arbitration of disputes between owners.
A draft agreement has been provided for City Attorney review and approval. The
final document shall be recorded at Hennepin County with the subdivision.
6. The City shall be a beneficiary to these "Declarations of Covenants, Restrictions and
Conditions." They shall be submitted for review by the Planning Commission and the
Council at the time the proposed subdivision is reviewed. The City Attorney shall also
review the "Declarations of Covenants, Restrictions and Conditions." Changes to the
document shall be made if so recommended by the City Attorney. The cost of such
review shall be paid by the applicant.
A draft agreement has been provided for City Attorney review and approval. The
final document shall be recorded at Hennepin County with the subdivision.
7. No building permit shall be issued on any of the property until proof of recording the
"Declarations of Covenants, Restrictions and Conditions" has been submitted to the
City.
No building permit shall be issued until the subdivision has been recorded.
8. Any other conditions shall be imposed that the City deems necessary to ensure
compatibility with surrounding structures or to ensure a reasonable division of
property.
N/A
255
REQUESTED ACTION
Move approval of the following:
1. Resolution approving Final Plat for Hope Fourth Addition.
2. Resolution approving Minor Subdivision for Residential Zero Lot Line Home.
STAFF CONTACT INFORMATION
Prepared by: Kendra Lindahl, AICP Consulting Planner, klindahl@landform.net
Reviewed by: Chloe McGuire, AICP, Deputy Community Development Director,
cmcguire@goldenvalleymn.gov
256
RESOLUTION NO. 25-040
RESOLUTION FOR APPROVAL OF THE FINAL PLAT FOR
HOPE FOURTH ADDITION
WHEREAS, the City of Golden Valley, Applicant, has requested approval for a final
plat to be known as “Hope Fourth Addition” covering the following described tracts of land:
That part of Tract A described below:
Tract A. Lot 2, Block 2, Hipp's Addition, according to the plat thereof on file and of
record in the office of the County Recorder in and for Hennepin County, Minnesota;
the title thereto being registered; which lies westerly of Line 1 described below:
Line 1. Commencing at the northwest corner of Section 19, Township 29 North,
Range 24 West, as shown on Minnesota Department of Transportation Right of Way
Plat No. 27-104 as the same is on file and of record in the office of the County
Recorder in and for Hennepin County, Minnesota; thence westerly on an azimuth of
269 degrees 45 minutes 11 seconds along the boundary of said plat for 79.92 feet to
the point of beginning of Line 1 to be described; thence on an azimuth of 180
degrees 16 minutes 03 seconds for 588.69 feet and there terminating. Being
Registered land as is evidenced by Certificate of Title No. 1440922.
WHEREAS, the City Council finds the final plat to be in compliance with the
preliminary plat which was approved by the City Council on May 6, 2025 (Resolution No.
25-039).
NOW, THEREFORE, BE IT RESOLVED, by the City Council for the City of Golden
Valley, that said proposed plat be, and the same hereby is, accepted and approved, subject
to the following conditions:
1. The impervious surface calculations and building coverage must be provided with
the building permit to show compliance with ordinance standards.
2. The plans must comply with engineering comments, as applicable.
3. City Staff determined that credit for one housing unit has been paid on this
property. Park dedication is 6% of the value of the land minus any credits. Park
dedication, if the plat is filed before December 31, 2025, shall be $10,200. If filed
in 2026, rates due will be those indicated in the fee schedule at the time of filing.
Park dedication fees must be paid prior to the release of the final plat.
4. All title issues shall be resolved to the satisfaction of the City Attorney.
BE IT FURTHER RESOLVED,the proper officers of the City are hereby authorized
and instructed to sign the original of said plat and to do all other things necessary and
proper in the premises.
257
Resolution No. 25-040 -2-May 20, 2025
Adopted by the City Council this 20th day of May, 2025.
_____________________________
Roslyn Harmon, Mayor
ATTEST:
_____________________________
Theresa Schyma, City Clerk
258
RESOLUTION NO. 25-041
RESOLUTION FOR APPROVAL OF MINOR SUBDIVISION FOR RESIDENTIAL ZERO
LOT LINE HOME
WHEREAS, the City of Golden Valley, Applicant, has requested approval of a Minor
Subdivision for Residential Zero Lot Line Home on property legally described as follows:
Lot 1, Block 1, Hope Fourth Addition, Hennepin County, Minnesota according to the
recorded plat thereof.
NOW, THEREFORE, BE IT RESOLVED, that the City Council for the City of Golden
Valley hereby approves the request for Minor Subdivision for Residential Zero Lot Line
Home, based on the following findings and conditions:
1. The standards in Section 109-123 of the City Code have been met.
2. The minor subdivision shall be recorded with 180 days of approval.
Adopted by the City Council this 20
th day of May, 2025.
_____________________
Roslyn Harmon, Mayor
ATTEST:
_____________________________
Theresa Schyma, City Clerk
259
LILAC DRIVE NORTH
(RIGHT OF WAY WIDTH VARIES)
(RIGHT OF WAY WIDTH VARIES)FOUND RIGHT OF WAYMONUMENT B22FOUND RIGHT OF WAYMONUMENT B23FOUND RIGHT OF WAYMONUMENT B21FOUND RIGHT OF WAYMONUMENT B20LOT 1BLOCK 1LINE 1DRAINAGE AND UTILITYEASEMENT PER DOC. NO. 29649455100.00
36.7736.72113.01112.1713.01N89°48'56"E 83.39N00°11'03"W 440.12S00°11'03"E 1889.49
EAST LINE OF THE NORTHEAST QUARTER
OF SECTION 33, TOWNSHIP 118N, RANGE
21W, HENNEPIN COUNTY, MINNESOTA
NORTHWEST CORNER OF SECTION 19,TOWNSHIP 29N, RANGE 24W, AS SHOWN ONMINNESOTA DEPARTMENT OFTRANSPORTATION PLAT NO. 27-104AZ=269°45'11"S89°45'11"W 79.92BOUNDARY OF MINNESOTA DEPARTMENTOF TRANSPORTATION PLAT NO. 27-104POINT OF BEGINNINGLINE 1AZ=180°16'03"
S00°16'03"W 588.69
EAST QUARTER CORNER OF SECTION 33,TOWNSHIP 118N, RANGE 21W, HENNEPINCOUNTY, MINNESOTAHOPE FOURTH ADDITIONdenotes Hennepin County Cast Iron Monument foundFor the purposes of this plat, the East line of Sec. 33, T. 118, R. 21 isassumed to bear S00°08'49"W.denotes 1/2 inch by 14 inch iron pipe monument set and markedby License No. 58896denotes 1/2 open iron pipe monument foundARE SHOWN THUS:DRAINAGE AND UTILITY EASEMENTSBEING 10 FEET IN WIDTH AND ADJOINING LOTLINES AND RIGHT OF WAY LINES10(NOT TO SCALE)101010denotes found mag nail LS #46166NORTH02040SCALE IN FEETKNOW ALL PERSONS BY THESE PRESENTS: That City of Golden Valley, a Minnesota municipal corporation, owner of the following described property situated in theCounty of Hennepin, State of Minnesota to wit:That part of Tract A described below:Tract A. Lot 2, Block 2, Hipp's Addition, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; thetitle thereto being registered; which lies westerly of Line 1 described below:Line 1. Commencing at the northwest corner of Section 19, Township 29 North, Range 24 West, as shown on Minnesota Department of Transportation Right of Way PlatNo. 27-104 as the same is on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; thence westerly on an azimuth of 269 degrees45 minutes 11 seconds along the boundary of said plat for 79.92 feet to the point of beginning of Line 1 to be described; thence on an azimuth of 180 degrees 16 minutes03 seconds for 588.69 feet and there terminating. Being Registered land as is evidenced by Certificate of Title No. 1440922.Has caused the same to be surveyed and platted as HOPE FOURTH ADDITION and does hereby dedicate to the public for public use the public ways and the drainageand utility easements as created by this plat.In witness whereof said City of Golden Valley, a Minnesota municipal corporation, has caused these presents to be signed by its proper officer this ______ day of_________________________________, 20____.City of Golden Valley_______________________________________________________(Signature)______________________, Its ________________________________(Print name)(Title)STATE OF MINNESOTACOUNTY OF _________________________________This instrument was acknowledged before me this ______ day of ________________________________, 20____ by ________________________________, it's________________________________ of City of Golden Valley, a Minnesota municipal corporation, on behalf of the corporation._________________________________________________(Signature)_________________________________________________(Print name)Notary Public, ________________________________ County, MinnesotaMy Commission Expires ________________________I Jerrod Gustavus LeSavage do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State ofMinnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monumentsdepicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3,as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this _________ day of _______________________________, 20____.___________________________________________Jerrod Gustavus LeSavage, Licensed Land SurveyorMinnesota License Number 58896STATE OF MINNESOTACOUNTY OF ________________________________This instrument was acknowledged before me this _________ day of _______________________________, 20____ by Jerrod Gustavus LeSavage.___________________________________________(Signature)___________________________________________(Print name)Notary Public, _______________________________ County, MinnesotaMy Commission Expires________________________R.T. DOC. NO.CITY COUNCIL, CITY OF GOLDEN VALLEY, MINNESOTAThis plat of HOPE FOURTH ADDITION was approved and accepted by the City Council of the City of Golden Valley, Minnesota, at a regular meeting thereof held this ________ dayof __________, 20____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council, City of Golden Valley, MinnesotaBy: ____________________________________________, MayorBy: ____________________________________________, ClerkCOUNTY AUDITOR, HENNEPIN COUNTY, MINNESOTAI hereby certify that taxes payable in 20___ and prior years have been paid for land described on this plat, dated this ______ day of _________________, 20_____.By _____________________________________ DeputyDaniel Rogan, County AuditorSURVEY DIVISION, HENNEPIN COUNTY, MINNESOTAPursuant to MN. Stat. Sec. 383B.565 (1969), this plat has been approved this __________ day of _______________________, 20_____.By _____________________________________Chris F. Mavis, County SurveyorREGISTRAR OF TITLES, HENNEPIN COUNTY, MINNESOTAI hereby certify that the within plat of HOPE FOURTH ADDITION was filed in this office this ________ day of _______________________, 20_____, at _____ o'clock ____. M. By ____________________________________ DeputyAmber Bougie, Registrar of TitlesCOUNTY RECORDER, HENNEPIN COUNTY, MINNESOTAI hereby certify that the within plat of HOPE FOURTH ADDITION was recorded in the office this _____ day of ___________________, 20___, at ___ o'clock __.m.By _________________________________ DeputyAmber Bougie, County Recorderdenotes Minnesota Department of TransportationRight of Way Monument Found as labeleddenotes Access Control as established by Doc. No. 5430306260
COVEREDPORCH 886.5 886.62.5%GARAGEPROPOSED 2 STORYTWINHOMEGARAGELILAC DRIVE NORTH
(RIGHT OF WAY WIDTH VARIES)
(RIGHT OF WAY WIDTH VARIES)FOUND RIGHT OF WAYMONUMENT B22FOUND RIGHT OF WAYMONUMENT B23FOUND RIGHT OF WAYMONUMENT B21FOUND RIGHT OF WAYMONUMENT B20XXXXXXXXXXXXXXCHAIN LINK FENCELANDSCAPING W/ROCK EDGINGLANDSCAPINGCOMPOST PILEW/ WOOD EDGINGBIT
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2 IN. PLASTIC8 IN x 6 INTIMBER EDGING>>>>>>>>>>>l l l l l l l l l
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WOODFENCE
ooooooooBACK OF CURB (TYP)LIP OF CURB (TYP)SOWNER: DANIEL J SUPALLAPID: 3311821210015OWNER: K R VESELY & M J FOWLERPID: 3311821210017OWNER: MAX P ZELAYARANPID: 3311821210015DRAINAGE AND UTILITYEASEMENT PER DOC. NO. 29649455886884884882884886888888888886
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5
886.6886.53.4%886.2xOWNER: HOLLY SHEETSPID: 3311821210063886886886 884 88488635.520.0 20.027.327.320.0 30.044.011.0 6.019.0 50.044.030.0 50.019.06.011.020.0 S89°48'56"W 113.01N89°48'56"E 112.17PROPOSEDDRIVEWAYPROPOSEDDRIVEWAY13.0135.050.0050.00
50.00 50.00PARCEL APARCEL BSOUTH LINE OF THE NORTH 1/2 OF LOT 1NORTH LINE OF THE SOUTH 1/2 OF LOT 1101010 1010101010COVEREDPORCHN00°10'56"W 100.00
>>>IIII>>>IIIIS00°17'38"W 100.00PROPOSEDCONC. WALKPROPOSEDCONC. WALKNORTHNO SCALEPROJECT NO.FILE NAMEIF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE SURVEYOR TO REQUEST ADDITIONAL DOCUMENTS.PROJECTCERTIFICATIONLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT SURVEYOR FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYCITY OF GOLDENVALLEYHOPE FOURTHADDITIONGOLDEN VALLEY, MINNESOTACGV24026MINORSUBDIVISIONMS CGV026 1311 LILAC.dwgPROPERTY ADDRESSIRON MONUMENT FOUND1/2" x 14" IRON PIPE SETRESTRICTED ACCESSTREE DRIP LINE962EXISTING CONTOURBUILDING SETBACK LINEEXISTING DESCRIPTIONSITE SYMBOLS962.3962PROPOSED CONTOURPROPOSED SPOT ELEVATIONDRAINAGE DIRECTION1131 LILAC DR. N, GOLDEN VALLEY, MINNESOTAEXISTING PROPERTY DESCRIPTIONLot 1, Block 1, HOPE FOURTH ADDITION, Hennepin County, Minnesota according to the recorded plat thereof.SURVEY NOTES1.Existing conditions shown per ALTA/NSPS Land Title Survey performed by Bolton & Menk dated2024-05-21, field work completed 2024-01-05. Job Number: 0N1.133076.2.Boundary Survey performed by Landform on 2025-02-27 expressly for this project.3.For the purposes of this survey, the bearing system is based on the Hennepin County coordinate system,NAD83 (2011 Adjustment).4.The surveyor does not guarantee, in writing or assumed, that the utilities as shown are in the exact location.No excavation was performed to locate the underground utilities.5.Elevations shown per MnTOPO LiDAR provided by MnGEO.6.Existing Property Description and Zoning pending on approval.7.Proposed Grades based on typical slab on grad foundation. Final construction plans not provided tosurveyor.I hereby certify that this survey, plan, or report was prepared byme or under my direct supervision and that I am a duly LicensedLand Surveyor under the laws of the state of Minnesota.Signature shown is a digital reproduction of original. Wet signedcopy of this plan on file at Landform Professional Services, LLCoffice and is available upon request.License No. 58896Date: 2025-04-03Jerrod Gustavus LeSavageCITY OF GOLDEN VALLEY, MINNESOTA7800 GOLDEN VALLEY ROAD, GOLDEN VALLEY, MN55427TOTAL MINIMUM= 10,000 SFTOTAL EXISTING= 11,259 SF (0.26 AC)PROPOSED:PARCEL A= 5,640 SFPARCEL B= 5,619 SFEXISTING DESCRIPTIONSITE SYMBOLS (BY OTHERS)VICINITY MAPSITEGLENWOOD AVEHWY 100HWY 55LILAC DR NWOODSTOCK AVELILAC DR NBNSF RA
ILROAD
SWEENEYLAKE TWINLAKEBENCHBUSHCATCH BASINHANDHOLEFIRE HYDRANTMANHOLE-SANITARY SEWERMANHOLE-STORM SEWERSIGN NON TRAFFICELECTRIC UNDERGROUND (PER PLANS)GAS UNDERGROUNDCOMMUNICATION UNDERGROUND (FIELD MARKED)FIBER UNDERGROUND (FIELD MARKED)WATER SYSTEMSTORM SEWERSANITARY SEWERDSCCE-DFFGGWFENCEXXXXCONCRETE CURB & GUTTERRETAINING WALLC-DCOMMUNICATION UNDERGROUND (PER PLANS)F-DFIBER UNDERGROUND (PER PLANS)llllWATER SERVICESIGN TRAFFICVALVEPOLE-UTILITYGUY WIRE ANCHORMANHOLE-WATERLIGHT-GROUNDOUOVERHEAD UTILITYUTILITY MARKER-FIBERG-DGAS UNDERGROUND (PER PLANS)>>>>SANITARY SEWER SERVICEEXISTING DESCRIPTIONMNDOT ROW MONUMENT FOUNDMAG NAIL FOUNDBNSF RAILROADLINDSAY STTHOTLAND RDFRONTAGE RDSERVICE RDLORING LNSERVICE RDLILAC DR NDOUGLAS DR NDEVELOPERNORTH02040D
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TPROPOSED PROPERTY DESCRIPTIONSPARCEL AThe North Half of Lot 1, Block 1, HOPE FOURTH ADDITION, Hennepin County, Minnesota according to therecorded plat thereof.PARCEL BThe South Half of Lot 1, Block 1, HOPE FOURTH ADDITION, Hennepin County, Minnesota according to therecorded plat thereof.PROPOSED GRADESHOUSE TYPE = TWO STORY (SOG)FINISHED FLOOR= 887.0TOP OF FOUNDATION= 887.0GARAGE FLOOR= 886.6>>IIIIPROPOSED SEWER SERVICEPROPOSED WATER SERVICEAREASZONING & SETBACKSEXISTING ZONING: ROWPROPOSED ZONING: R-2MINIMUM WIDTH AT FRONT SETBACK(OVERALL) =100 FTMINIMUM AREA (OVERALL)=10,000 SFMAXIMUM LOT COVERAGE (OVERALL)= 30%MAXIMUM IMPERVIOUS AREA= 50%R-2 SETBACKS:FRONT= 35 FEETCORNER= 35 FEETSIDE= 15 FEET MINIMUM (VARIES WITH BUILDING HEIGHT)REAR= 25 FEETOVERALL LOT COVERAGETOTAL LOT AREA= 11,259 SFBUILDABLE AREA= 30% OR 3,377 SFPROPOSED BUILDING AREA= 3,000 SFPROPOSED LOT COVERAGE= 26.6%PROPOSED IMPERVIOUS SURFACE CALCULATIONSTOTAL AREA =11259S.F.PROPOSED TWINHOME3000S.F.PROPOSED DRIVEWAYS1067S.F.PROPOSED CONC. WALKS68S.F.TOTAL IMPERVIOUS SURFACE4135S.F.MAXIMUM IMPERVIOUS SURFACE50.0%PROPOSED IMPERVIOUS SURFACE36.7%10 FT PERIMETER DRAINAGE AND UTILITYEASEMENT PER PLAT OF HOPE FOURTHADDITION UNLESS OTHERWISE NOTED261
#10706985v2 1
Recorded at the Request of:
Joseph L. Nuñez, Esq.
Vantage Law Group PLLC
125 SE Main Street, Ste. 250
Minneapolis, MN 55414
When Recorded, mail to:
Joseph L. Nuñez, Esq.
Vantage Law Group PLLC
125 SE Main Street, Ste. 250
Minneapolis, MN 55414
SPACE ABOVE THIS LINE FOR RECORDER’S USE
DECLARATION OF EASEMENTS, COVENANTS,
RESTRICTIONS AND CONDITIONS
This Declaration is made this _____ day of ______, 2025, by MAGNOLIA HOMES,
LLC, a Minnesota limited liability company (“Declarant”).
Recitals
A. Declarant owns Lot X Block x xxx x ADDITION, Hennepin County, Minnesota
as described in Exhibit A attached hereto (the “Property”).
B. The Property has or will be split into two separate residential parcels (each a
“Parcel”) legally described as follows:
PARCEL A: (xxxx sq.ft): The North Half of Lot x, Block x, xxx ADDITION,
Hennepin County, Minnesota.
Subject to easements or record, if any (“Parcel A”); and
PARCEL B: (xxx sq.ft): The South Half of Lot x, Block x, xxx ADDITION,
Hennepin County, Minnesota.
Subject to easements or record, if any (“Parcel B”).
C. The Property (Parcels A and B) has been improved with a physically integrated,
two-level residential duplex building, including attached garage, and with a common wall
separating the ownership (the “Buildings”) at 1131 Lilac Drive in Golden Valley, Minnesota, as
legally described on Exhibit A.
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#10706985v2 2
D. As used herein, “Party” will mean the owner of any portion of the Property. It is
anticipated that the Parcels of the Property will have separate owners, or “Parties.” Declarant
desires to create and impose certain easements and covenants on the Property which will benefit
and burden its two constituent Parcels and the Parties who own them.
Accordingly, Declarant declares as follows:
1 Easements.
1.1 Support. Declarant hereby each declares for the benefit of each Party and
its Parcel, as an appurtenance to their respective Parcels, perpetual and exclusive easements to
maintain the roof and supporting structure of the Buildings (including, without limitation, the
center common walls of the Buildings) for each other Party’s improvements on underlying
portions of the granting Party’s Parcel and to use such roof and supporting structural components
for support of such other Party’s building improvements. No Party shall, without the consent of
the other Party, alter an improvement within either of the Buildings on its Parcel or impose
weight or pressure on its Parcel that would require modifying or strengthening the structure of a
Building or modifying the structure of any improvement on the other Parcel. In the event any
portion of the roof, common wall or other structure of a Building is damaged or destroyed,
Declarant agrees that such damage or destruction must be repaired and the Building
improvements so affected must be reconstructed so as to provide the structural support required
hereunder.
1.2 Encroachments and Abatements. Declarant hereby declares for the benefit
of each Parcel and the owner of each Parcel, as an appurtenance to the respective Parcels,
perpetual and exclusive easements (a) for such inadvertent, minor encroachments as may occur
upon an adjoining Parcel by reason of construction or alteration of any improvements, or by
reason of addition to any such improvements, or from settlement, sag or variance occurring after
any such construction or reconstruction, and (b) to have improvements on any boundary common
to both Parcels abut and connect to the improvements on the grantor’s Parcel. The grant of said
easements shall not excuse any Party from exercising diligence to construct or alter its
improvements on and within its Parcel.
1.3 Utilities. Declarant each hereby declares for the benefit of each Party as
an appurtenance to their respective Parcels, perpetual and non-exclusive easements for the
extension and use of utility lines located on the adjoining Parcel or otherwise within the Building
improvements of the other Party’s portion of the Building, together with reasonable access
therefore, including, without limitation, access for emergency or unexpected maintenance and
repair to forestall or correct inadequate delivery of services. A Party may hereafter from time to
time at its expense install, move or replace any utility conduits, devices or other apparatus typical
of residential utility applications and services. If a party discontinues use of a utility line, then
upon reasonable request of the granting Party, the Party that has discontinued such use shall
remove by appropriate procedures the wires, conduit and other apparatus that are no longer used.
The easements granted in this Section shall not be fixed as to location, but shall be located or
relocated by the grantor, but only in such manner as will not disturb or interfere with the
grantee’s use or enjoyment of the grantee’s Parcel any more than is reasonably necessary in the
circumstances. In the event of such a change, alteration or relocation the grantor will repair any
damage to the grantee’s improvements caused thereby, including without limitation the utility
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facilities affected. As used herein, the term “utility” includes services and facilities for natural
gas, water, electric, cable television, satellite television and data.
2. Restrictions and Covenants.
2.1 Residential Use. The Property may be used only for residential purposes
(which may include home studios and offices as permitted by applicable ordinance and law) and
for no other use or purpose whatsoever without the consent of the other party in her/his/its
absolute discretion.
2.2 Separate Use of Parcels/Re-Combining Parcels. The two Parcels that
make up the Property may be used and owned separately only as long as the existing residential
Building continues to be an integrated structure. In the event the existing residential duplex
Building is destroyed or otherwise removed and not rebuilt as an integrated residential building,
Declarant agree that the two Parcels either (i) shall be combined to make a single parcel or
(ii) additional adjoining land must be purchased so that both Parcels conform to the requirements
of all applicable City of Golden Valley subdivision and building regulations and requirements.
3 Maintenance and Repair.
3.1 Maintenance of Improvements. Each Party shall, at its sole cost, take
good care of the improvements on its Parcel and at all times keep the same in good order and
condition, ordinary wear and tear excepted, make all necessary repairs thereto, interior and
exterior, structural or non-structural, and keep the same in compliance with all typical insurance
requirements and all applicable legal requirements. Specifically, but without limitation, each
Party will keep and maintain the lawn and other plantings on their Parcel mowed and in a healthy
condition.
3.2 Maintenance of and Repairs to Roof, Exterior and Structure of Building.
Each Party must cooperate with the other Party in connection with any routine maintenance and
repairs necessary to the roof and the exterior of the Building, and with respect to any structural
portion of either Building, or to the backyard fence approximately located on the boundary line
between the two Parcels. In the event a Party believes that such a repair is necessary, such Party
will notify the other and the two Party’s will act in good faith to obtain bids from qualified
professional contractors for the repairs. All materials used for all repairs and maintenance will
be consistent with the materials used in the original construction of the Building, except to the
extent each Parcel owner provides prior written consent to the use of other materials, which
consent will be at each owner’s sole and arbitrary discretion. No matter what portion of the roof,
exterior or structure is damaged, the Parties will share equally in the cost of the repair, unless
(a) the act or negligence of one Party directly caused such damage, in which event the Party
directly causing the damage shall pay for the cost of the repair or (b) the repair is to only a
portion of the exterior of a Building not near or affecting the portion of the Building on the other
Parcel, in which event the Party owning such exterior portion shall pay for the cost of the
maintenance or repair. All roof and exterior maintenance and repairs will be conducted so as to
provide a good quality aesthetic appearance of each Building as, respectively, one unified
Building (whether the residential Building or the garage Building), which may mean that a repair
of one portion of a Building may also need to be performed on another portion of the Building in
order to maintain such aesthetic. To the extent available, insurance claims and resulting
proceeds will be used to defray the cost of any repairs. All repairs shall be (i) equal in quality
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#10706985v2 4
and class to the original work, (ii) effected with all due diligence and in a workmanlike manner,
and (iii) promptly and fully paid for as provided herein. If a Party disapproves of the proposed
budget or need for a repair, it shall notify the other Party stating the specific items, amounts or
basis for disapproval. If the Parties cannot quickly reach agreement, either Party may submit the
matter to binding arbitration or to a qualified professional mediator to resolve the disagreement.
A Party may immediately undertake any repairs that are necessary in an emergency to preserve
the roof or structure of a Building or to avoid injury to persons or personal property.
4 Taxes and Assessments. Each Party shall pay, or cause to be paid prior to
delinquency, all taxes and assessments with respect to its Parcel.
5 Insurance. The Parties agree to continuously maintain property insurance with
“all-risk” coverage for the full replacement cost of the Building, as well as casualty insurance for
their respective personal property. If necessary, the Parties will purchase one or more insurance
policies for the Building and share equally in the cost of such policy(ies). The proceeds of any
insurance carried pursuant must first be applied to repair and reconstruction. Each Party hereby
releases each other from any liability for any loss or damage to all property of such releasing
Party within the Property, which loss or damage is of the type covered by the insurance required
to be maintained hereunder, regardless either of any negligence on the part of the released Party
that may have contributed to or caused such loss, or of the amount of such insurance required or
actually carried, including any deductible. In the event a Party refuses or otherwise does not
purchase or contribute to an insurance policy, then upon ten (10) days’ written notice the other
Party may obtain such insurance policy(ies) and pay the cost thereof, and the Party so exercising
such right shall have the right to place a lien on the non-paying/non-performing Party equal to
the cost incurred by the Party in obtaining such insurance equal to the amount attributable to the
non-paying/non-performing Party’s Parcel. Such lien may be foreclosed in accordance with
Minnesota law.
6 Miscellaneous.
6.1 Relationship of Parties. No provision of this Declaration and no action
taken pursuant hereto shall create any relationship between the Parties other than as specifically
set forth herein.
6.2 Headings; Interpretation. The language in this Declaration shall be
construed simply according to its generally understood meaning, and not strictly for or against
any Party. The headings to the Sections of this Declaration are incorporated for convenience
only and shall have no effect upon the construction or interpretation of this Declaration.
6.3 Amendment or Modification. This Declaration and any of the rights,
licenses and easements created hereby may be terminated or amended by an instrument duly
executed by the Party for each Parcel and the holder of any mortgage on the fee title of each, and
all such parties shall be bound by any amendment duly adopted hereunder provided that said
amendment is duly recorded with the Hennepin County real estate records.
6.4 Law Applicable. This Declaration shall be governed by and construed
under the laws of Minnesota.
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#10706985v2 5
6.5 Merger Not Intended. Common ownership of the Parcels shall not cause
this Declaration to be extinguished by operation of merger in whole or in part unless and until
the two Parcels are combined to make a single parcel.
6.6 Run With the Land. Declarant does hereby declare that both of the Parcels
are, and shall be, held, transferred, sold, conveyed and occupied subject to the restrictions and
covenants of this Declaration, which restrictions and covenants (a) are for the purpose of
protecting the value, desirability and amenities of the Property; and (b) shall operate as equitable
covenants, restrictions and reservations, that shall run with each Parcel and be binding on all
parties having any right, title or interest in the same, their heirs, personal representatives,
successors and assigns, and shall inure to the benefit of each of such other parties’ heirs, personal
representatives, successors and assigns; and (c) are imposed upon each Parcel, respectively, as a
servitude in favor of the other Parcels.
6.7 Severability. If any term of this Declaration or any application thereof
shall be invalid or unenforceable, then the remainder of this Declaration and any other
application of such term shall not be affected thereby.
6.8 Alternative Dispute Resolution. In the event of a good faith, bona fide
dispute between Parties with regard to the implementation or enforcement of any part of this
Declaration or of any covenants, conditions or restrictions contained in this Declaration, the
Parties must enter into the alternative dispute resolution in accordance with the provisions of this
Section 6.8, as follows:
6.8.1 If the Parties, following a good faith, bona fide effort, are unable to
resolve their differences within thirty (30) days following written notice of the disputed
issues to a Party, then any Party may demand by notice to the other Party that the issues
be submitted to mediation. The mediation shall be conducted by a qualified mediator
listed on the Minnesota Statewide ADR-Rule 114 Neutrals Roster, and shall be selected
by the Parties, or if the Parties cannot agree within thirty (30) days after the demand for
mediation then by the Chief District Court Judge for Hennepin County. If practicable, a
mediator shall be selected who has experience with the issues being mediated. The first
mediation session shall be held within thirty (30) days following the appointment of the
mediator, unless both parties agree to an alternative time schedule. The mediation shall
be conducted pursuant to the Minnesota Civil Mediation Act, and the Parties shall enter
into an “Agreement to Mediate” as defined in said statute. The Parties shall undertake
mediation in good faith and with a bona fide intent to resolve the controversy in question.
6.8.2 If a “Mediated Settlement Agreement,” as defined in the
Minnesota Civil Mediation Act, is not executed within ninety (90) days following the
execution of the Agreement to Mediate, then either Party may demand binding
arbitration. The arbitration shall be in accordance with the then existing rules and code(s)
of ethics of the American Arbitration Association. The arbitration shall be conducted
before a panel of three arbitrators (unless the parties agree in writing on one arbitrator).
6.8.3 The Party demanding the arbitration shall designate in writing, no
later than fifteen (15) days after the demand for arbitration, the name of an arbitrator who
is a member of the American Arbitration Association and (if possible) knowledgeable in
the issues being arbitrated, and the other Party shall make a similar designation within the
266
#10706985v2 6
same period of time. The arbitrators so designated shall designate a third arbitrator. If
the arbitrators so designated are unable to agree upon the third arbitrator within fifteen
(15) days of their appointment, then the third arbitrator shall be designated by the Chief
Judge of the District Court of Hennepin County as soon thereafter as possible. The
arbitrators shall proceed with diligence to hold a hearing or hearings, and to make their
decision, within ninety (90) days of the appointment of the panel of arbitrators (or the
single arbitrator if one arbitrator is agreed upon).
6.8.4 Unless otherwise agreed by the parties, the arbitrators shall make
their decision in conformity with the rules of the American Arbitration Association
applicable to the types of issues being arbitrated. The decision of the arbitrators shall be
final and binding upon all parties to the arbitration, shall not be appealable and shall be
enforceable by any court exercising jurisdiction over the Property or the parties. The
arbitration decision, and any court action or order arising out of the decision, shall not be
appealable and shall be the final resolution of the issues presented for arbitration.
6.8.5 The Parties to the arbitration proceeding shall each share the
expense of the arbitrators equally; however, the prevailing Party shall be entitled to
reimbursement from the other Party for its reasonable attorneys’ fees and other
professional fees, and costs of arbitration in connection with the preparation and
presentation of its case. The arbitrators shall determine, as part of their findings, which
Party prevailed, and the amount of the reimbursable fees and costs, or that no party or
parties prevailed.
6.8.6 All mediation and arbitration proceedings shall be venued in
Hennepin County, unless otherwise agreed by the Parties.
6.7 City as Third Party Beneficiary. The Parties agree that the City of Golden
Valley is an intended third-party beneficiary of the restrictions and covenants of this Declaration
for the purposes set forth in Section 6.6 hereof.
[The remainder of this page is blank. A signature page follows.]
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IN WITNESS WHEREOF, the Declarant has caused this Declaration to be duly executed
in her/his name and behalf on, or as of, the date first above written.
MAGNOLIA HOMES, LLC, a Minnesota limited liability company, Declarant
By _____________________________
J. Alex Frank, its Managing Member
STATE OF MINNESOTA )
) ss.
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this ___ day of _________, 2025,
by J. Alex Frank, the Managing Member of Magnolia Homes, LLC, a Minnesota limited liability
company. a person known to me who acknowledged signing this instrument knowingly and
willingly on behalf of the company.
SEAL
_______________________________
Notary Public
My commission expires: _____________________
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CONSENT AND SUBORDINATION
As the holder of that certain mortgage, ___________________________, a
______________________, hereby consents to the foregoing Declaration of Easements and
Covenants by Magnolia Home, LLC, dated __________ ___, 2025, and hereby subordinates and
subjects such mortgage, the indebtedness secured thereby, and each and every document and
agreement executed in connection with such mortgage or securing such indebtedness to such
Declaration.
__________________________________
By
Name
Its
STATE OF )
) ss
COUNTY OF )
The foregoing instrument was acknowledged before me this _____ day of _________,
2025, by ___________________________, the _________________________, of
___________________________, a ______________ corporation, on behalf of the corporation.
Notary Public
269
#10706985v2
EXHIBIT A
LEGAL DESCRIPTION OF THE PROPERTY
PARCEL A
The North Half of Lot 1, Block 1, HOPE FOURTH ADDITION, Hennepin County, Minnesota
according to the recorded plat thereof.
PARCEL B
The South Half of Lot 1, Block 1, HOPE FOURTH ADDITION, Hennepin County, Minnesota
according to the recorded plat thereof.
270
EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
3E. Adopt Resolution No. 25-042 Approving Final Plat for 1211 Lilac Drive North
Prepared By
Jacquelyn Kramer, Senior Planner
Summary
The City of Golden Valley Housing and Redevelopment Authority (HRA) seeks City Council approval for
the Hope Third Addition Final Plat located at 1211 Lilac Drive North. Planning Commission held a public
hearing on this project on April 14, 2025. City Council approved a Comprehensive Plan Amendment,
Rezoning, and Preliminary Plat for the property on May 6, 2025.
Staff finds the Final Plat is consistent with the Preliminary Plat.
Financial or Budget Considerations
The City acquired this property in 2016 from the Minnesota Department of Transportation (MnDOT)
as a right-of-way turnback.
Legal Considerations
The developer of this property will enter into a development agreement with the HRA before closing
on the property. This agreement will be drafted by the City Attorney and approved by the HRA. It will
include a provision requiring the the home to stay affordable for a set period of time. Staff has
proposed a 99-year affordability period in the draft agreement, which will be brought to the HRA for
final approval at a later time.
Equity Considerations
Identified in the 2040 Comprehensive Plan’s Housing Chapter, preserving a measure of affordability in
the owner-occupied housing market is an important asset to housing market stability and the
community’s overall livability. Additionally, Minnesota, including Golden Valley, has one of the worst
racial disparities in homeownership in the nation. HOPE prioritizes organizations that have
demonstrated success in building relationships of trust with Black, Indigenous, and people of color
(BIPOC) communities.
Recommended Action
Motion to adopt Resolution No. 25-042 approving Final Plat for Hope Third Addition located at 1211
Lilac Drive North.
271
Supporting Documents
Resolution No. 25-042 - Approval of Final Plat - Hope Third Addition - 1211 Lilac Drive
Final Plat
272
RESOLUTION NO. 25-042
RESOLUTION FOR APPROVAL OF THE FINAL PLAT FOR
HOPE THIRD ADDITION
WHEREAS, the City of Golden Valley, Applicant requests approval for a final plat to
be known as “Hope Third Addition” covering the following described tracts of land:
That part of Tract A described below:
Tract A
Lot 15, Block 1, Hipp's Addition, according to the plat thereof on file and of record in
the office of the County Recorder in and for Hennepin County, Minnesota; the title
thereto being registered; which lies westerly of Line 1 described below:
Line 1. Commencing at the Northwest corner of Section 19, Township 29 North,
Range 24 West, as shown on Minnesota Department of Transportation Right of Way
Plat No. 27-104 as the same is on file and of record in the office of the County
Recorder in and for Hennepin County, Minnesota; thence westerly on an azimuth of
269 degrees 45 minutes 11 seconds along the boundary of said plat for 79.92 feet to
the point of beginning of Line 1 to be described; thence on an azimuth of 00 degrees
16 minutes 03 seconds for 42.25 feet; thence northerly for 151.93 feet on a non-
tangential curve, concave to the east, having a radius of 1050.00 feet, a delta angle
of 08 degrees 17 minutes 26 seconds and a chord azimuth of 12 degrees 11
minutes 43 seconds and there terminating. Being Registered land as is evidenced
by Certificate of Title No. 1440930.
AND
That part of Tract A described below:
Tract A. Lot 16, Block 1, Hipp's Addition, according to the plat thereof on file and of
record in the office of the County Recorder in and for Hennepin County, Minnesota;
which lies westerly of Line 1 described below:
Line 1. Commencing at the northwest corner of Section 19, Township 29 North,
Range 24 West, as shown on Minnesota Department of Transportation Right of Way
Plat No. 27-104 as the same is on file and of record in the office of the County
Recorder in and for Hennepin County, Minnesota; thence westerly on an azimuth of
269 degrees 45 minutes 11 seconds along the boundary of said plat for 79.92 feet to
the point of beginning of Line 1 to be described ; thence on an azimuth of 00
degrees 16 minutes 03 seconds for 42.25 feet; thence northerly for 151.93 feet on a
non-tangential curve, concave to the east, having a radius of 1050.00 feet, a delta
angle of 08 degrees 17 minutes 26 seconds and a chord azimuth of 12 degrees 11
minutes 43 seconds; thence northerly for 97.59 feet on a non-tangential curve,
concave to the west, having a radius of 350.00 feet, a delta angle of 15 degrees 58
minutes 33 seconds, and a chord azimuth of 08 degrees 21 minutes 09 seconds and
there terminating. Being Registered land as is evidenced by Certificate of Title No.
1440932.
273
Resolution No. 25-042 -2-May 20, 2025
WHEREAS, the City Council finds the final plat to be in compliance with the
preliminary plat which was approved by the City Council on May 6, 2025 (Resolution No.
25-036).
NOW, THEREFORE, BE IT RESOLVED, by the City Council for the City of Golden
Valley, that said proposed plat be, and the same hereby is, accepted and approved, subject
to the following conditions:
1. The impervious surface calculations and building coverage must be provided with
the building permit to show compliance with ordinance standards.
2. The plans must comply with engineering comments, as applicable.
3. City Staff determined that credit for one housing unit (out of four) has been paid
on this property. Park dedication is 6% of the value of the land minus any credits.
Park dedication, if the plat is filed before December 31, 2025, shall be $10,125. If
filed in 2026, rates due will be those indicated in the fee schedule at the time of
filing. Park dedication fees must be paid prior to the release of the final plat.
4. All title issues shall be resolved to the satisfaction of the City Attorney.
BE IT FURTHER RESOLVED,the proper officers of the City are hereby authorized
and instructed to sign the original of said plat and to do all other things necessary and
proper in the premises.
Adopted by the City Council this 20th day of May, 2025.
_____________________________
Roslyn Harmon, Mayor
ATTEST:
_____________________________
Theresa Schyma, City Clerk
274
HENNEPIN COUNTY CIM AT THE EAST QUARTERCORNER OF SECTION 33, TOWNSHIP 118, RANGE 21,HENNEPIN COUNTY, MINNESOTA1BLOCK 1RIGHT OF WAYMONUMENT B42RIGHT OF WAYMONUMENT B43RIGHT OF WAYMONUMENT B10502RIGHT OF WAYMONUMENT B10501LINE 1NORTHWEST CORNER OF SECTION 19,TOWNSHIP 29, RANGE 24AZ=269°45'11"S89°45'11"W 79.92POINT OFBEGINNING LINE 1AZ=000°16'03"NOT TANGENTΔ
AZ=012
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"NOT TANGENTΔL=97.59 R=350.00Δ=15°58'33"C.BRG=N08°21'09"EAZ=008°21'
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9
"48.3270.00100.03 100.03
151.9335.87NORTHEAST CLOSING CORNER OFSECTION 33, TOWNSHIP 118, RANGE 21S00°08'49"W 295.36
EAST LINE OF SECTION 33 NORTH LINE OF SECTION 33LILAC
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(RIGHT OF WAY WIDTH VARIES)
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)555DRAINAGE AND UTILITYEASEMENT PER DOC. NO. 29649434.7034.70L=102.35 R=1084.70Δ=5°24'23"C.BRG=N13°29'54"E
L=54.35 R=1084.70Δ=2°52'15"C.BRG=N09°21'35"E
46.20
NOT TANGENTS88°42'29"E 127.7234.712118.32N88°26'01"W 82.76HENNEPIN COUNTY CAST IRON MONUMENT ON THENORTH LINE OF SECTION 33, TOWNSHIP 118, RANGE 212329.62
N00°11'04"W
denotes 1/2 inch by 14 inch iron pipe monument set and markedby License No. 58896HOPE THIRD ADDITIONdenotes Hennepin County Cast Iron Monument founddenotes 1/2 open iron pipe monument foundARE SHOWN THUS:DRAINAGE AND UTILITY EASEMENTSBEING 10 FEET IN WIDTH AND ADJOINING LOTLINES AND RIGHT OF WAY LINES10(NOT TO SCALE)101010denotes found mag nail LS #46166NORTH02040SCALE IN FEETKNOW ALL PERSONS BY THESE PRESENTS: That City of Golden Valley, a Minnesota municipal corporation, owner of the following described property situated in theCounty of Hennepin, State of Minnesota to wit:That part of Tract A described below:Tract ALot 15, Block 1, Hipp's Addition, according to the plat thereof on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; the titlethereto being registered; which lies westerly of Line 1 described below:Line 1. Commencing at the northwest corner of Section 19, Township 29 North, Range 24 West, as shown on Minnesota Department of Transportation Right of Way PlatNo. 27-104 as the same is on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; thence westerly on an azimuth of 269 degrees45 minutes 11 seconds along the boundary of said plat for 79.92 feet to the point of beginning of Line 1 to be described; thence on an azimuth of 00 degrees 16 minutes 03seconds for 42.25 feet; thence northerly for 151.93 feet on a non-tangential curve, concave to the east, having a radius of 1050.00 feet, a delta angle of 08 degrees 17minutes 26 seconds and a chord azimuth of 12 degrees 11 minutes 43 seconds and there terminating. Being Registered land as is evidenced by Certificate of Title No.1440930.ANDThat part of Tract A described below:Tract A. Lot 16, Block 1, Hipp's Addition, according to the plat thereof on file and of record in theoffice of the County Recorder in and for Hennepin County, Minnesota; which lies westerly of Line 1 described below:Line 1. Commencing at the northwest corner of Section 19, Township 29 North, Range 24 West, as shown on Minnesota Department of Transportation Right of Way PlatNo. 27-104 as the same is on file and of record in the office of the County Recorder in and for Hennepin County, Minnesota; thence westerly on an azimuth of 269 degrees45 minutes 11 seconds along the boundary of said plat for 79.92 feet to the point of beginning of Line 1 to be described ; thence on an azimuth of 00 degrees 16 minutes 03seconds for 42.25 feet; thence northerly for 151.93 feet on a non-tangential curve, concave to the east, having a radius of 1050.00 feet, a delta angle of 08 degrees 17minutes 26 seconds and a chord azimuth of 12 degrees 11 minutes 43 seconds; thence northerly for 97.59 feet on a non-tangential curve, concave to the west, having aradius of 350.00 feet, a delta angle of 15 degrees 58 minutes 33 seconds, and a chord azimuth of 08 degrees 21 minutes 09 seconds and there terminating. BeingRegistered land as is evidenced by Certificate of Title No. 1440932.Has caused the same to be surveyed and platted as HOPE THIRD ADDITION and does hereby dedicate to the public for public use the public ways and the drainage andutility easements as created by this plat.In witness whereof said City of Golden Valley, a Minnesota municipal corporation, has caused these presents to be signed by its proper officer this ______ day of_________________________________, 20____.City of Golden Valley_______________________________________________________(Signature)_______________________, Its ________________________________(Print name)(Title)STATE OF MINNESOTACOUNTY OF _________________________________This instrument was acknowledged before me this ______ day of ________________________________, 20____ by ________________________________, it's________________________________ of City of Golden Valley, a Minnesota municipal corporation, on behalf of the corporation._________________________________________________(Signature)_________________________________________________(Print name)Notary Public, ________________________________ County, MinnesotaMy Commission Expires ________________________I Jerrod Gustavus LeSavage do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State ofMinnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monumentsdepicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3,as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this _________ day of _______________________________, 20____.___________________________________________Jerrod Gustavus LeSavage, Licensed Land SurveyorMinnesota License Number 58896STATE OF MINNESOTACOUNTY OF ________________________________This instrument was acknowledged before me this _________ day of _______________________________, 20____ by Jerrod Gustavus LeSavage.___________________________________________(Signature)___________________________________________(Print name)Notary Public, _______________________________ County, MinnesotaMy Commission Expires________________________CITY COUNCIL, CITY OF GOLDEN VALLEY, MINNESOTAThis plat of HOPE THIRD ADDITION was approved and accepted by the City Council of the City of Golden Valley, Minnesota, at a regular meeting thereof held this ________ day of__________, 20____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council, City of Golden Valley, MinnesotaBy: ____________________________________________, MayorBy: ____________________________________________, ClerkCOUNTY AUDITOR, HENNEPIN COUNTY, MINNESOTAI hereby certify that taxes payable in 20___ and prior years have been paid for land described on this plat, dated this ______ day of _________________, 20_____.By _____________________________________ DeputyDaniel Rogan, County AuditorSURVEY DIVISION, HENNEPIN COUNTY, MINNESOTAPursuant to MN. Stat. Sec. 383B.565 (1969), this plat has been approved this __________ day of _______________________, 20_____.By _____________________________________Chris F. Mavis, County SurveyorREGISTRAR OF TITLES, HENNEPIN COUNTY, MINNESOTAI hereby certify that the within plat of HOPE THIRD ADDITION was filed in this office this ________ day of _______________________, 20_____, at _____ o'clock ____. M. By ____________________________________ DeputyAmber Bougie, Registrar of TitlesCOUNTY RECORDER, HENNEPIN COUNTY, MINNESOTAI hereby certify that the within plat of HOPE THIRD ADDITION was recorded in the office this _____ day of ___________________, 20___, at ___ o'clock __.m.By _________________________________ DeputyAmber Bougie, County Recorderdenotes Minnesota Department of TransportationRight of Way Monument Found as labeleddenotes Access Control as established by Doc. No. 5430306R.T. DOC. NO.For the purposes of this plat, the East line of Sec. 33, T. 118, R. 21 isassumed to bear S00°08'49"E.275
EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
3F. Adopt Resolution No. 25-043 Approving Final Plat for 5111 Colonial Drive
Prepared By
Jacquelyn Kramer, Senior Planner
Summary
Lake West Development seeks City Council approval for the Fretham 31st Addition Final Plat located at
5111 Colonial Drive. Planning Commission held a public hearing on the project on February 24, 2025.
City Council approved the Minor Subdivision and Variance on March 18, 2025.
Staff finds the Final Plat is consistent with the Minor Subdivision and Variance.
Financial or Budget Considerations
Standard City fees were collected with the subdivision application.
Legal Considerations
The Legal Department has reviewed the title documents of this property and found a discriminatory
racial covenant. While not legally enforceable, the applicant chose to have the covenant discharged
from the title.
Equity Considerations
The applicant’s request was part of a public hearing at the February 24, 2025, Planning Commission
meeting which provided in person and remote options for residents to participate in the process
consistent with Equity Pillar 2 for Inclusive and Effective Community Engagement.
Recommended Action
Motion to adopt Resolution No. 25-043 approving Final Plat for Fretham 31st Addition located at 5111
Colonial Drive.
Supporting Documents
Resolution No. 25-043 - Approval of Final Plat - Fretham 31st Addition - 5111 Colonial Drive
Fretham 31st Addition Final Plat
276
RESOLUTION NO. 25-043
RESOLUTION FOR APPROVAL OF THE FINAL PLAT
FOR FRETHAM 31ST ADDITION
WHEREAS, Lake West Development has requested a final plat to be known as
“Fretham 31st Addition” covering the following described tracts of land:
Lots 6 and 7, Block 2, "Spring Green", Hennepin County, Minnesota
WHEREAS, the City Council finds the final plat to be in compliance with the
preliminary plat which was approved by the City Council on March 18, 2025 (Resolution
No. 25-019).
NOW, THEREFORE, BE IT RESOLVED, by the City Council for the City of Golden
Valley, that said proposed plat be, and the same hereby is, accepted and approved, subject
to the following conditions:
1. The eastern lot will be required to maintain a 15-foot building setback on the east
property line.
2. Prior to releasing a building permit, the applicant must provide a shared access
easement over the new driveway to allow permanent access for both lots.
3. Before the plat is recorded with the county, the applicant shall pay park dedication
fees. Park dedication, if the plat is filed before December 31, 2025, shall be $10,395.
If filed in 2026, rates due will be those indicated in the fee schedule at the time of
filing.
4. All necessary City permits will be obtained prior to the start of construction, including
but not limited to the building permit and stormwater management permit.
BE IT FURTHER RESOLVED,the proper officers of the City are hereby authorized
and instructed to sign the original of said plat and to do all other things necessary and
proper in the premises.
Adopted by the City Council this 20th day of May, 2025.
_____________________________
Roslyn Harmon, Mayor
ATTEST:
_____________________________
Theresa Schyma, City Clerk
277
278
EXECUTIVE SUMMARY
Communications
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
3G. Adopt Resolution No. 25-044 Approving Social Media Policy
Prepared By
Cheryl Weiler, Communications Director
Maria Cisneros, City Attorney
Summary
The City of Golden Valley uses social media platforms as additional communication channels to deliver
messages directly to the public and to encourage public involvement, interaction, and feedback. The
City's Social Media Policy guides employee engagement on these platforms by providing definitions,
roles and responsibilities, guidelines and expectations, and other details to ensure all users have the
necessary information to represent the City appropriately and consistently online.
Financial or Budget Considerations
There are no financial or budget considerations.
Legal Considerations
Over the past five years, legal developments have significantly clarified the boundaries of social media
use by government entities, particularly regarding the First Amendment. Courts have increasingly held
that when public officials or government agencies use social media for official purposes, those
accounts can constitute public forums, meaning that blocking users or deleting comments based on
viewpoint may violate constitutional free speech protections. These decisions underscore the
importance of clearly distinguishing personal and official accounts and of adopting content
moderation policies that are neutral, transparent, and consistently applied. This policy was developed
to address these recent changes in the law.
Equity Considerations
This policy went through the equity review process.
Recommended Action
Motion to adopt Resolution No. 25-044 approving Social Media Policy.
Supporting Documents
Resolution No. 25-044 - Adopting Social Media Policy
Exhibit A - Social Media Policy
279
RESOLUTION NO. 25-044
RESOLUTION FOR ADOPTION OF SOCIAL MEDIA POLICY
WHEREAS, the City of Golden Valley is committed to providing accurate, consistent,
and timely information to the public and encouraging public involvement, interaction, and
feedback; and
WHEREAS, the City of Golden Valley recognizes social media as a useful
communication tool to engage with the public, promote transparency, and share timely
information about City services, programs, and initiatives; and
WHEREAS, the use of official City social media accounts must reflect the
City’s values, maintain professionalism, and comply with applicable laws including,
but not limited to, public records laws, First Amendment protections, and rules
governing employee conduct; and
WHEREAS, the City of Golden Valley recognizes the need to establish a uniform
Social Media Policy to govern the use, management, and oversight of official City social
media platforms and accounts.
NOW, THEREFORE, BE IT RESOLVED that the City Council for the City of Golden
Valley adopts the Social Media Policy attached hereto as Exhibit A.
Adopted by the City Council of Golden Valley, Minnesota this 20th day of May 2025.
Roslyn Harmon, Mayor
ATTEST:
Theresa Schyma, City Clerk
280
O FFICIAL C ITY P OLICY
C ITY OF G OLDEN V ALLEY
General Information
Policy Title: Social Media Policy Department: Communications
Policy Owner (job title): Communications Director Policy ID: 25-XXX
Council Approval Date: Resolution Number: 25-XXXX
Effective Date: ☒New ☐ Updated
Policy Overview
Policy Description:
This policy governs the administratfon and use of City-sponsored social media accounts.
Purpose & Scope:
Purpose
The City of Golden Valley (the “City”) wishes to establish a positfve and informatfve social media presence. Social
networking in government serves two primary functfons: to communicate and deliver messages directly to members
of the public and to encourage public involvement, interactfon, and feedback. Informatfon distributed via social
networking must be accurate, consistent, tfmely, and meet the needs of the City’s intended audience. Social media is
used for social networking, and this policy seeks to ensure proper administratfon of the City’s social media sites by its
representatfves.
Scope
This policy applies to any existfng or proposed social media websites sponsored, established, registered, or authorized
by the City and any of its Departments or Divisions. The City’s social media accounts are exclusively those accounts
listed in the official City of Golden Valley Social Media inventory maintained by and on-file with the City’s
Communicatfons Department.
The City does not create, collect, disseminate, or regulate use of any other social media accounts, including the
personal accounts of its elected officials and staff. City staff should consult the Social Media Use Policy in the Employee
Handbook for additfonal informatfon regarding personal communicatfons through social media. This Policy does not
apply to undercover social media accounts established by GVPD to gather intelligence, investfgate crimes, or monitor
online actfvity for authorized and legal public safety purposes. The operatfon of those accounts is governed by state
law and GVPD department policies and procedures.
Questfons regarding the scope of this policy should be directed to the Communicatfons Director.
Definitions:
•Social Media Accounts are internet and mobile-based applicatfons, websites, and functfons, other than email, for
sharing and discussing informatfon, where users can post photos, video, comments, and links to other
informatfon to create content on any imaginable topic. This may be referred to as “user-generated content” or
“consumer-generated media.” Social media includes, but is not limited to:
▪social networking sites and apps such as Facebook, LinkedIn, Twitter, and Nextdoor
▪blogs
▪social news sites such as Reddit and Buzzfeed
▪video and photo sharing sites and apps such as YouTube, Instagram, SnapChat, and Flickr
▪Wikis, or shared encyclopedias, such as Wikipedia
Exhibit A
281
▪an ever-emerging list of new web-based platiorms generally regarded as social media or having many of
the same functfons as those listed above.
•City Representatives means all City employees and agents, including its employees and other agents of the City,
such as independent contractors or elected officials.
•Social Media Manager means any City employee or agent with administrator access who, when postfng or
responding to a post, appears to be the City social media account owner.
Related Documents, Materials & Resources:
•Golden Valley Employee Handbook
Policy
Overview
City Representatfves have the responsibility to use the City’s Social Media Accounts in an efficient, effectfve, ethical, and
lawful manner pursuant to all existfng City policies, including this policy and the Social Media Use Policy in the Employee
Handbook. The City will determine, at its discretfon, how its Social Media Accounts will be designed, implemented, and
managed as part of its overall communicatfon and informatfon sharing strategy.
The City’s Social Media Accounts are considered a City asset, and administrator access to these accounts will be securely
administered in accordance with the City’s Computer Use Policy. The City reserves the right to shut down any of its Social
Media Accounts for any reason without notfce. The City does not create or maintain Social Media Accounts for its elected
officials.
The City has limited control of Social Media Accounts on third-party platiorms (ie, Facebook, Twitter, etc). At the same
tfme, there is a general expectatfon by the public that the City have a social media presence to share informatfon about
current City projects and City business. The City’s Social Media Accounts will be used for incidental, non-vital
communicatfon and general informatfon only. It is not the purpose of the City’s Social Media Accounts to be a medium
for transactfons of City business. The City Manager may authorize exceptfons to this general rule, for example in the case
of a natural or man-made disaster, if it is determined by the City that the best means of communicatfng with the public is
through the social media account(s).
Rules of Use
1.City Social Media Managers are responsible for managing City Social Media Accounts. No City Representatfves
other than Social Media Managers may post to or manage City Social Media Accounts.
2.All City Social Media Accounts must be approved by the City Manager to ensure Social Media Accounts are kept to
a sustainable number and policies are followed. Facilitfes or departments wishing to establish a new Social Media
Account must submit a request to the Communicatfons Department, which will process the request and make a
recommendatfon to the City Manager. No City Representatfve may establish Social Media Accounts or websites on
behalf of the City unless authorized in accordance with this policy.
3.All approved Social Media Accounts shall be clearly marked as the City of Golden Valley account and will be linked
with the official City website (www.goldenvalleymn.gov).
4.All approved Social Media Accounts must conspicuously display or link to a public notfce that informs the public of
the purpose of the social media presence and the terms one agrees to in accessing, using, or postfng to the City’s
social media page.
5.Administratfon of all City Social Media Accounts shall comply with applicable laws, regulatfons, and policies as well
as proper business etfquette.
282
6.Social Media Managers shall not use City Social Media Accounts covered by this policy for private or personal
purposes or for the purpose of expressing private or personal views on personal, politfcal, or policy issues or to
express personal views or concerns pertaining to City employment relatfons matters.
7.No City Social Media Account may be used by the City or any Social Media Manager to disclose private, non-public,
or confidentfal informatfon. No Social Media Account may be used to disclose sensitfve informatfon. If there is any
questfon as to whether informatfon is private, non-public, confidentfal, or sensitfve, contact the Deputy City
Clerk/Data Practfces Compliance Official.
8.No City Social Media Account may use or transmit any documents, images, software, or other informatfon
protected by a copyright owned by an individual or entfty other than the City without proper authorizatfon from
the copyright owner.
9.Outside of emergencies, disasters, or other circumstances authorized by the City Manager, no City Social Media
Account may be used for transactfons of City business. In the event a user initfates a request, applicatfon, or
questfon through social media that affects City business or requires another City policy or process to be followed,
the Social Media Manager may follow up with that user by phone, email, or other channels. If comments are
allowed, in the event of a questfon of general interest, a response may be given in comments, the initfal post may
be edited, or a subsequent post may be created to include the informatfon.
10.Social Media Managers may not edit or delete any posted comments without approval from the Communicatfons
Director or City Manager. Comments posted by members of the public may be removed only if they fall into at
least one of the following categories:
•obscene or pornographic content
•direct threats to persons or property
•material asserted to violate the intellectual property of another person
•private, personal informatfon about a person published without his/her consent
•informatfon that compromises a public safety security system
•statutorily private, confidentfal, or nonpublic data
•commercial promotfons or spam
•hyperlinks to material that fall into one of the foregoing categories
A member of the public whose comment is removed may appeal the removal of the comment and seek
reconsideratfon of its removal by contactfng the City in writfng and explaining how the comment does not fall into
one of the categories for removal. A written response should be provided as soon as reasonably possible.
11.The Communicatfons Department shall provide training, directfon, and support to City Social Media Managers
regarding the management of City Social Media Accounts and interpretatfon of this Policy.
A member of the public who disputes the legality of any portfon of this policy may dispute the partfcular portfon in
writfng. The City will acknowledge the claim promptly and, after consultatfon with the City Attorney, respond to the claim
concerning the legality of the policy portfon as soon as reasonably possible.
Data Ownership and Retentfon
All communicatfons or messages within the City’s Social Media Accounts, whether composed, sent, or received on City or
personal equipment, are the property of the City and subject to the Minnesota Government Data Practfces Act. This law
classifies certain informatfon as available to the public upon request. As no transactfons of City business shall be
conducted through social media accounts, in accordance with the City’s records retentfon schedule, the City shall retain
all social media messages only untfl read.
283
EXECUTIVE SUMMARY
Legal
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
3H. Approve Rescheduling the Wed, June 4th City Council Meeting and HRA Meeting to Tue, June 3rd
Prepared By
Theresa Schyma, City Clerk
Summary
On December 17, 2024 the City Council approved the 2025 meeting calendar. Included on this
calendar was the rescheduling of the first meeting in June due to the religious holiday of Shavuot. At
the May 13 work session, the Council asked staff to reset the first meeting in June back to its original
date of Tuesday, June 3. After approval, staff will continue to update the City website and post any
required notices to inform the public.
Legal Considerations
N/A
Equity Considerations
N/A
Recommended Action
Motion to approve rescheduling the Wed, June 4th City Council Meeting and HRA Meeting to Tue,
June 3rd and to direct staff to update City calendars and post any required notices.
284
EXECUTIVE SUMMARY
Legal
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 20, 2025
Agenda Item
6A. Review of Council Calendar
Prepared By
Theresa Schyma, City Clerk
Summary
The Council will review upcoming city meetings, events, and holiday closures.
Legal Considerations
This item does not require legal review.
Equity Considerations
This item does not require equity review.
Recommended Action
No action is required on this item.
Supporting Documents
Review of Council Calendar
285
Review of Council CalendarEventEvent TimeLocationMAYMonday, May 26City Offices Closed for Observance of Memorial DayJUNETuesday, June 3HRA Meeting (if necessary)6:30 PMCouncil ChambersCity Council Meeting6:30 PMCouncil ChambersTuesday, June 10HRA Work Session (if necessary)6:30 PMCouncil Conference RoomCouncil Work Session6:30 PMCouncil Conference RoomSunday, June 15Market in the Valley - Opening Day9:00 AM - 1:00 PMCity Hall CampusTuesday, June 17City Council Meeting6:30 PMCouncil ChambersWednesday, June 18Public Safety Open House5:00 PMPublic Safety Building7700 Golden Valley RdThursday, June 19City Offices Closed for Observance of JuneteenthSunday, June 22Market in the Valley9:00 AM - 1:00 PMCity Hall CampusSunday, June 29Market in the Valley9:00 AM - 1:00 PMCity Hall CampusJULYTuesday, July 1HRA Meeting (if necessary)6:30 PMCouncil ChambersCity Council Meeting6:30 PMCouncil ChambersFriday, July 4City Offices Closed for Observance of Independence Day286