Project Statement 22377.pdf

DTMB-0427 (R 08/22) HJD 2023-0515

PROJECT STATEMENT

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration

Design and Construction Division 3111 West St. Joseph Street

Lansing, Michigan 48909

FILE NUMBER

751/22377.HJD

PROPOSAL DUE DATE

June 15, 2023, at 2:00 p.m., EASTERN

CLIENT AGENCY

Department of Natural Resources (DNR), Parks and Recreation Division (PRD)

PROJECT NAME AND LOCATION

Hoffmaster State Park Visitor Center Upgrades and Toilet Building Replacement PROJECT ADDRESSES (if applicable) P.J. Hoffmaster State Park, 6585 Lake Harbor Road, Muskegon, MI 49441

CLIENT AGENCY CONTACT

Justin Gerould

TELEPHONE NUMBER

517-230-5160

DTMB - DCD PROJECT DIRECTOR

Heather DeKorte

TELEPHONE NUMBER

517-243-7248

PRE-PROPOSAL MEETING AND WALK-THROUGH INSPECTION DATE, TIME, AND LOCATION:

P.J. Hoffmaster State Park, Park Headquarters, 6585 Lake Harbor Road, Muskegon, MI 49441 Wednesday, May 31, 2023 from 9:00 AM – 11:00 AM

MANDATORY (Check box if Pre-Proposal Meeting and Walk-Through are Mandatory)

LEIN Check (Department of Corrections ONLY) All contractor / vendor representatives attending Preproposal Walk Through Meeting must submit a Vendor / Contractor LEIN Request form five business days prior to the meeting date (See the attached Vendor/Contractor LEIN Request Form). Send the LEIN Request form, filled and signed, by email to Daniel T. Smith at email address: smithD76@michigan.gov .

The email “Subject” must include (facility name, project name, date and time of Pre-Proposal Walk Through Meeting).

PROJECT DESCRIPTION/SERVICES REQUESTED

On behalf of the Michigan Department of Natural Resources (DNR) Parks and Recreation Division (PRD), the Department of Technology, Management, and Budget (DTMB) is requesting professional architectural and engineering services at the P.J. Hoffmaster State Park for the assessment, design, bidding, and construction administration of maintenance upgrades to the Gillette Visitor Center, replacement the Large Day-Use Beach House with new toilet building, and conversion of the Small Day-Use Beach House toilet/changing building into an open-air picnic pavilion. This request is to provide Phase 300 Schematic Design, Phase 400 Design Development, Phase 500 Final Design, Phase 600 Construction Administration/Office, and Phase 700 Construction Administration/Field Inspection Services. In addition, the Gillette Visitor Center will require a Phase 100 Study.

The Large Day Use Beach House building was originally design with bathrooms and concessions.

The bathrooms are still in use, but the concession space is vacant. The DNR would like to demolish this building and install a new toilet building in same location. The existing concrete sidewalks from the parking lot to toilet and picnic shelter must be replaced to accommodate accessible routes and outdoor paved gathering areas. Provide a remote foot wash/bottle filler/pet bowl filler station at two nearby locations. DNR does not have a prototype for day use toilet buildings.

The Small Day Use Beach House building was originally designed with bathrooms and changing courts. The DNR would like to eliminate the bathrooms and changing courts and convert the building to an open-air picnic shelter. Maintain water and electrical to this picnic shelter. The existing concrete sidewalks from the parking lot to toilet and picnic shelter must be replaced to accommodate accessible routes and outdoor paved gathering areas.

• The Gillette Visitor Center has deferred maintenance. As part of the scope of services, the PSC will perform a comprehensive Building Condition Assessment and Needs Assessment of the Gillette Visitor Center. There are interior leak locations and exterior areas of deterioration from moisture which must be investigated. All building enclosure systems must be assessed, including metal roofing and metal siding systems, masonry, storefront systems, windows, and doors. The building structure and all systems (MEP, HVAC, FP), utilities, and IT/security systems should be evaluated.

The elevator should be assessed. Buildings upgrades that are desired include new carpet, improved lighting and cooling at exhibit areas, improved technology/ IT/internet access for exhibits and auditorium, and security upgrades throughout the building. The building and all systems will be upgraded to accommodate improvements and meet current codes. The final scope of the Phase 300 through 500 documents will be determined based on the findings and cost estimates from the Phase 100 Study.

The park sewer and water is connected to Municipal systems. Water enters the campground and day use with two different meters. There are four lift stations for sewer. Consumers Energy supplies power.

Existing documents are included as multiple PDF attachments posted to Sigma for this project:

PDF 1: Hoffmaster State Park Bathhouse/Concession/Toilets Paving Set - dated 1973 (2 sheets) PDF 1,2,3: Hoffmaster State Park Bathhouse/Concessions/Toilet Buildings dated 1972 (20 sheets) PDF 4: Hoffmaster State Park Nature Center (Visitor Center) Bridge/Walks dated 1975 (7 sheets) PDF 5,6,7: Hoffmaster State Park Nature Center (Visitor Center) Building dated 1975 (21 sheets) PDF 8: Hoffmaster State Park Utilities – water, sewer, electrical - dated 1979, 1981(6 sheets)

In addition to the requirements described in the DTMB Contract for Professional Services: Billing Rate – Not to Exceed sample contract, please accommodate the following:

1) Clearly document the number of meetings proposed and indicate which meetings will need to be on-site. Design meetings shall be held via electronic format to the greatest extent possible.

2) Conduct a project check-in call with the Project Director every two weeks.

3) Provide 50% and 90% construction estimates for owner review at every phase. Review the construction budget at every design review meeting.

4) Coordinate all field work, construction phasing and scheduling with DNR in advance to minimize disruption to their operations. Conduct field work in a manner that complies with DNR policies currently in effect or which may come into effect.

5) Develop contract documents to include alternates, phasing, etc., for the improvement work to use all available funding.

6) Prepare two separate document bid packages for the work: one for the Day Use toilets and open-air pavilion, and one for the Visitor Center maintenance and upgrades.

7) Include the below reimbursables as part of the proposal:

a. LARA Plan Review fees, EGLE Plan Review fees, Topographical Survey, Geotechnical Report

8) This project is using federal ARPA funds. The awarded PSC will be required to complete and sign the Federal Provisions Addendum as applicable to this project, which may include “Exhibit 1 - Byrd Anti- Lobbying Certification” and “Federal State and Local Fiscal Recovery Funds (SLFRF) Project Specific Requirements.”

9) The PSC will need to coordinate with a Construction Manager (CM) for this project. The Construction Management firm for this project is Triangle Associates.

10) The following tasks will be the primary responsibility of the CM, with support from the PSC as required:

a. Phase 500: Task 513 Construction Budget, Tasks 514 Construction Schedule, Task 516 Pre-

Bid Conference/Bid Evaluation/Recommendation, and Task 511 Quality Control Testing Services.

b. Phase 600: Task 601 Construction Progress Meetings

c. Phase 700: Task 705 Meeting Minutes

11) DTMB will retain a professional to test for hazardous materials that may need to be abated and to perform material testing during construction to meet quality control requirements.

12) Design shall comply with the DNR PRD Toilet/Shower Building Standards dated February 2023.

PROPOSAL REQUIREMENTS

Provide a complete PSC Proposal (Technical and Cost) for all required Professional Architectural and Engineering Services in compliance with the State of Michigan, Department of Technology Management and Budget (DTMB) Project Statement Form (DTMB-0427), the DTMB Billable Rate Professional Services Contract, the DTMB RFP Billable Rate Form (DMTB-0430), and the DTMB State Facilities Administration (SFA), Design and Construction Division (DCD) policies and procedures for the development of Contract Documents and Construction Administration. Refer to the DTMB Contract for Professional Services: Billing Rate – Not to Exceed sample contract for professional services requirements, which is available on DTMB’s website (link: DTMB - Sample Professional Services Contracts (michigan.gov)

Please NOTE:

Proposal responses MUST be uploaded to SIGMA VSS. Please enter the total cost for all phases as the bid amount.

Please remember that individual attachments can be no larger than 6mb.

Please do not wait until just before the 2:00 p.m. solicitation deadline to submit your proposal response. SIGMA VSS will not allow a proposal to be submitted after 2:00 p.m., even if a portion of the proposal response has been uploaded.

If you experience issues or have questions regarding your electronic submission, you must contact the SIGMA Help Desk for assistance prior to the 2:00 p.m., solicitation deadline. You may contact the SIGMA Help Desk by telephone at 517.284.0540 or toll-free at 888.734.9749. You may also email the SIGMA Help Desk at sigma-procurement-helpdesk@michigan.gov

Please email the Design and Construction Contract Specialists if you are having SIGMA VSS issues. Please include your SIGMA ticket number and any supporting documentation (i.e., screenshots) to Anne Watros (WatrosA@michigan.gov) and Don Klein (KleinD4@michigan.gov).

You may be asked by our contract specialists to email your proposal. Emailed submissions will require DCD approval and will be handled on a case-by-case basis.

Approved emailed submissions MUST be received prior to 2:00 p.m. deadline to be considered responsive and responsible.

Responses should not be emailed to the Project Director.

NIGP CODES

90607, 90610, 90633, 92533

DESIRED SCHEDULE OF WORK

Construction: P.J. Hoffmaster State Park – Fall 2024

ACCEPTING RFP QUESTIONS UNTIL:

Please do not submit online questions via VSS. ALL questions should be emailed to Heather DeKorte at dekorteh@michigan.gov address no later than 2:00 p.m., Eastern on Wednesday, June 7, 2023.

REFERENCE STANDARDS: This project will comply with all codes, standards, regulations, and workers' safety rules that are administered by federal agencies (EPA, OSHA, and DOT), state agencies (DCH, EGLE, DNR, and MIOSHA), and any other local regulations and standards that may apply.

This form is required to be a part of the professional service contract. (Authority: 1984 PA 431)

Attachment(s):

Documents included at end of Project Statement:

P.J.Hoffmaster State Park – Park Map DNR PRD Toilet/Shower Building Standards Federal Provisions Addendum

Existing documents included as multiple PDF attachments posted to Sigma for this project:

PDF 1: Hoffmaster State Park Bathhouse/Concession/Toilets Paving Set - dated 1973 (2 sheets) PDF 1,2,3: Hoffmaster State Park Bathhouse/Concessions/Toilet Buildings dated 1972 (20 sheets) PDF 4: Hoffmaster State Park Nature Center (Visitor Center) Bridge/Walks dated 1975 (7 sheets) PDF 5,6,7: Hoffmaster State Park Nature Center (Visitor Center) Building dated 1975 (21 sheets) PDF 8: Hoffmaster State Park Utilities – water, sewer, electrical - dated 1979, 1981(6 sheets)

DeKorteH Text Box 751/22377.HJD Hoffmaster State Park - Visitor Center Upgrades and Toilet Building Replacement 05/15/2023 Location Map

DeKorteH Callout LARGE and SMALL DAY USE BEACH HOUSE BUILDINGS

DeKorteH Callout

GILLETTE

VISITOR CENTER

DeKorteH Callout

PARK HEADQUARTERS

Toilet/Shower Building Standards 1

Toilet Shower Building Standards February 16, 2023

Toilet/Shower Building Standards 2

Table of Contents

PURPOSE:

PROCESS:

RESULTS:

Universally Accessible Design

Best Management Practices

Environmentally Friendly Design

EXTERIOR:

Building Siting Considerations

Parking

Drinking Fountain

Landscaping

Benches

Renewable Energy (Optional)

Stormwater Management

Dishwashing Stations (Optional)

Split Faced Masonry Block Walls

Wood Lap Siding

Ventilation Louvers at Gabel Ends

Windows

Lighting

Roofing

Doors

INTERIOR:

Polished Concrete Floor

Painted Masonry Block Walls

Cedar Tongue & Groove Walls and Ceiling

Countertop

Toilet/Shower Building Standards 3

Sink

Mirrors

Toilet Partitions

Toilet Paper Dispensers

Soap Dispensers

Shower Compartments

Hand Dryers

Toilets

Urinals

Lighting

Mechanical Room

Electrical

Heating

GENERAL NOTES:

Toilet/Shower Building Standards 4

PURPOSE:

The purpose of developing a standardized toilet/shower building is to provide a proven building model that can be constructed with confidence throughout the State Park System. The design will be space efficient and utilize fixtures that have been proven to be low maintenance and have a long lifespan. The standardized template will help to eliminate common errors during design and provide a cost‐efficient building that fit both the needs of the park staff and visitors.

PROCESS:

A group was assembled to analyze the previous standard toilet/shower building design and provide a set of recommendations to update the standards based on changes in the industry and experience with implementation. The group met regularly between September 2022 and November 2022. The group consisted of Field Planners, District Supervisors and Park Supervisors: Doug Rich, Keith Cheli, Chuck Allen, Matt Metzger, John Terpstra, Josh Pellow, Jim Gallie.

The group began by meeting to review the current fixture recommendations and discussing what works, what does not work and what has changed in the industry. Any potential changes to the recommendations were recorded.

The second part of the process was to review the current fixture recommendations with the potential changes and come to a consensus on what changes to include in the updated recommendations.

RESULTS:

Some key factors developed by the previous team that this team still felt were important to note are as follows:

Family bathrooms are an important visitor amenity regardless of additional costs. They also serve to provide access to bathrooms to people of all abilities and genders.

All pipes and utilities need to be easily accessible by staff for repairs.

All fixtures need to be easily repaired with readily available replacement parts.

Hose bibs in multiple locations are important to cleaning.

Drain locations are critically important to ensure positive drainage while maintaining ADA compliance.

Natural light and good airflow are important to staff and visitors.

Utilizes a combination of low maintenance block walls and cedar paneling to provide the “park” aesthetic.

Pre‐manufactured structures are not cheaper than building on‐site.

Both automatic fixtures and manual fixtures have pros and cons. Project team shall discuss and determine what’s best for the park.

ADA accessible shower fixtures in all showers and foot‐operated door handles are good customer service features

The fixtures were selected based on their ease of maintenance, quick replacement parts, environmental friendly features, and durability. The result is a list of fixtures and materials that are tested and proven.

Toilet/Shower Building Standards 5

Universally Accessible Design All components of new toilet/shower buildings must meet federal Americans with Disabilities Act (ADA) standards for design. In addition, DNR strives to go above and beyond minimum ADA requirements to meet universal access design principles. Universal access, however, may not always be achievable due to site constraints.

Best Management Practices Toilet/Shower Building Standards are for 3‐season use only per LARA requirements. The designated Standards Coordinator shall keep most current set of plans/specifications with the understanding that all planners will begin with this set of drawings when implementing a new one, making notes for any modifications that may be necessary, using this document as a guide. The marked‐up plans/specifications will be shared with design/engineering bidders.

Building needs to be sized according to EGLE Campground Rule Requirements. Any building proposed to be larger than these requirements will need to be approved by Section Chiefs.

Perform a coordination meeting prior to construction with contractor and their subcontractors to go over drawings/details and design standards to ensure a quality product.

Environmentally Friendly Design Sustainable environmentally friendly technologies must be considered and integrated into any new building when possible. Design consultant shall research and discuss latest technologies with project team during the design process.

Strive to source construction materials made with recycled content

EXTERIOR:

Building Siting Considerations Existing building footprint location

Utility availability

Proximity to campsites

Orientation optimized for solar

Parking Site to provide a minimum of one barrier free ADA‐compliant parking space adjacent to the building with an accessible route leading to all rooms with accessible features in the building.

OPTIONAL: One employee parking space

Toilet/Shower Building Standards 6

OPTIONAL: Additional parking spaces – may need more for buildings with dish washing stations

OPTIONAL: 30 min (short‐term) parking limit

Drinking Fountain Frost‐free or non‐frost free to be considered by project team based on site‐specific operation efficiency differences.

Elkay Wall Mount LK‐4405FRK and ADA

OPTIONAL: Bottle Filler integrated into drinking fountain Elkay Wall Mount LK‐4405BFGEVG – requires filter replacement

Landscaping Landscaping should only be used to slow water movement and decrease erosion potential.

All landscaping must be native species approved by Stewardship Unit

Located outside of concrete apron around building away from the dripline.

Low maintenance

Benches One bench shall be installed for every 2 showers for people waiting.

PilotRock B60 series

OPTIONAL: Additional benches

Renewable Energy (Optional) All new buildings should either include solar panels or get energy from a renewable source located elsewhere wherever practical.

Stormwater Management Concrete apron around building to divert water

Only use gutters or alternative water splash mitigation method where gables come together to reduce maintenance and wear

Water needs to infiltrate into the ground and not cause erosion

Dishwashing Stations (Optional) Reduces people washing at jug filling stations and in the bathrooms

No disposals provided in order to reduce maintenance and for safety reasons

Two drain basins with wash counter

Stub required for future addition if needed in the future

Include clean‐out nut at the bottom of the trap for cleaning and unclogging

Trash bin to be placed near dishwashing stations to reduce food clogging the drains.

Electrical outlet for vending machine option

OPTIONAL: additional basins in place of vending machines

Toilet/Shower Building Standards 7

Split Faced Masonry Block Walls Color: Selected to fit the character of the park

Top block band adjacent to soffit to be smooth faced

One band of smooth faced block underneath windows for aesthetic contrast

Smooth‐faced block for mounting situations (drinking fountain, dishwashing stations, etc.)

Wood Lap Siding Eastern White Cedar

At gable ends above masonry block only

OPTIONAL: 100% Wood Lap facade over masonry block to fit the character of the park

Ventilation Louvers at Gabel Ends Louvers to have bug screens on outside of louvers

Wood louvers with screen on exterior of building for cleaning.

Matching operable window to be added in family bathroom to provide natural light and venting due to absence of gable end louver vent.

No gable venting over family bathroom o Justification: Simplifies roof framing resulting in cost savings. Venting is not critically important in family bathroom due to the absence of a shower and adequate mechanical venting.

Windows Aluminum frame

Frosted/Translucent glass

Minimize ledges to prevent dust/bug collection

Upper portions of windows must be able to open to allow for natural ventilation

Lighting

LED

Downward facing

No flat ledge on top o Reduce the chance of birds nesting on lights

Not placed directly adjacent to the door o Reduces bugs in the bathroom

Lighting conduit to be placed on top of gable end beams to hide conduit from sight.

Lumark XTOR2B‐Y

Roofing Striated standing seam metal roofs

Minimum of 12” eaves o Carries water further away from the building.

Toilet/Shower Building Standards 8

Doors Aluminum o Anodized finish

Heavy duty/ commercial closures

Door hardware must follow latest specs during design and construction

Contractor to provide heavy duty keys keyed to the same as the rest in the unit

Occupancy indicator deadbolt latch on showers

Vents in doors if LARA heating requirement is rescinded

Doors swinging outward are preferred.

Foot‐operated handle in addition to hand‐operation handle

INTERIOR:

Concrete Floor Monolithic pour not recommended o Issues meeting ADA compliance and proper water drainage slopes.

4x4 first pour required in pipe alley area, including a drain for approval before the rest of the floor is poured

Hold a PSC/GC and contractor meeting to review work plan and quality control plan prior to work. (Quality control/close supervision is important to ensure proper drainage and ADA slopes

(see concrete spec)

Control joints are required including a floor plan drawing showing where these control joints are located

Polish and grind as soon as possible after the concrete is poured

Close coordination is important between the polisher and grinder

The pour of each room shall be from the same batch of concrete to ensure seamless color.

Minimal sized wall and floor joint with high strength acrylic joint (refer to current plans and specs)

OPTIONAL: Trowel and Sealed

Painted Masonry Block Walls Color: Off‐white semi‐gloss o Better light reflectivity o Marine grade epoxy‐ water tolerant o Proper block filler

Toilet/Shower Building Standards 9 o Ventilation system needs to be balanced correctly o Specification compliance is critical

Block only bottom ¾ up the wall

Paint to abut expansion joints but not cover the joint.

o Paint tends to crack when covering the expansion joint

Cedar Tongue & Groove Walls and Ceiling Top ¼ of the walls only

Countertop One solid seamless counter

Material: Solid surface Corian (Cast, nonporous, filled polymer)

Integral backsplash/side splash

All countertops shall meet universal design standards o Reach ranges, distances to plugs, etc.

Sink Integrated solid surface sink seamless with countertop

Include 1 hook for every 2 sinks

Quarter turn handle faucet or automatic valves

Lower flow water diffusers

Each sink to have a separate shut‐off valve

PILOT IDEA: single trough design with shelf behind for personal items and soap dispenser, water and hand dryer in 3 spouts from wall of each sink station

Mirrors Glass, frameless mirrors

Toilet Partitions Floor mounted and wall mounted

Solid molded plastic panels (Phenolic) (these expand and contract with humidity so may shift the hardware a little)

Female sanitary disposal within stalls required. (low profile stainless shared between stalls.

Dimensions shall fit a standard size bag) and not a proprietary bag.

Toilet Paper Dispensers Large roll dispenser o GP Georgia‐Pacific® Translucent Smoke Jumbo Jr. Bathroom Tissue Dispenser with Stub

Roll Feature & Mandrel, Model: 58150

Must meet ADA requirements o Including placement on wall within specified tolerances

Toilet/Shower Building Standards 10

Soap Dispensers Wall mounted dispenser is recommended o Not part of the sink countertop

Not to be included in the scope of work o Vendor provides soap dispenser when ordering soap (foam is preferred)

Surfaces under the soap dispenser must be easy to clean

OPTIONAL: Automatic dispensing

Shower Compartments Include towel hooks and ensure they are located away from splash zone and is reviewed approved by the regional planner

Shower fixtures to be specified with all metal internal components

Shower must allow for adjustable water temperature o Shower handles must be industrial strength

All shower controls to be mounted within reach of children.

Stainless steel shower benches to have perforation to allow water to drain

Hardware needs to be all stainless steel

Trench drain instead of traditional drain for drainage to minimize drainage issues

Shower benches to be placed in reinforced wall.

All showers to have an upper and lower vandal resistant fixed shower head with a diverter valve for upper and lower.

Benches shall be reinforced with wood blocks, filled concrete and a through‐bolt within the block wall

No shower wands (do not hold up, repeatedly breaking parts)

Adjuster should not be on the side to prevent breakage

All showers are controlled by a valve that turns the water on and off and also adjusts the temperature.

Showerhead model: Symmons Hydapipe H902S

Hand Dryers Motion sensor air hand dryers o Low noise

Splash guard on wall o Splash guard to be a Corian material for easy cleaning extended to the floor

Flooring must be appropriate for a high amount of moisture

Wall mounted

Dyson Airblade V

Toilets Wall mounted and reinforced

Manual or automatic flush with manual back‐up if power is lost

Toilet/Shower Building Standards 11

All valves to be inside the pipe alley

Each toilet to have separate shut‐off valve

American Standard: Afwall Elongated 3351.160

Urinals Wall mounted

Provide two height options

Each urinal to have a separate shut‐off valve

All valves to be inside the pipe alley

American Standard: Washbrook 6501.010

Manual low‐flow flush or Autoflush with Manual back‐up option if power is lost.

OPTIONAL: Waterless Urinals ‐ need to keep up on changing the cartridges (typically monthly) – depends on location (sand build‐up, hard water, etc)

Lighting Natural lighting to the highest degree o Light tubes where appropriate o Auto‐dim for when light tubes/natural light are in use

In‐house calibration of sensors

LED

o Failsafe 8” Harmony VR Linear Series HVL8‐4‐LD3‐1‐STD‐35‐UNV‐I‐ED1C‐S‐HVL8CB o Luminaire “ANYX 13 Eyelid” YRV13‐21W HP LED‐3500K‐120‐OP‐WHT o Cree LS4‐40L‐35K‐10V o Dual‐Lite PG‐W on separate circuit to keep the batteries charged(Emergency Lighting)

Interior lighting does not completely turn off when not in use at night. Lights instead dim to 30% to allow for energy savings while maintaining safety and visibility for visitors finding the restroom at night.

Mechanical Room Brackets in mechanical room to be specified to attach the pipes flush to the wall.

Pipe alley should be at least 4‐ feet wide

Pipe alley piping to be higher than the code minimum of 80”.

Individual isolations for showers, sinks and toilets/urinals for easy maintenance

Include eyewash station/fixture

High efficiency Tank Hot Water Heaters o Use caution when selecting model as many are often not meant for seasonal use o Consultant to provide recommendation on size of tank.

Tanks sized based on manufacturers recommendations in the past have been oversized.

o Ensure hot water heater can be winterized and withstand freezing locations o On Demand Hot Water Heater not recommended.

Toilet/Shower Building Standards 12

Justification: Winterization is difficult, and spring start up requires a lot of staff time. Staff not as familiar with maintenance.

Does not perform as well as advertised. – breaks, issues, hard water, etc.

o Back‐up hot water heater in case one goes down and to provide adequate hot water during busy times o Pipes to be concentrated in one area to the greatest extent to allow for shelving and hanging cleaning tools.

o American Water Heater Model 120(A)/150(A)/199(A)/250(A) SERIES 300 & 301 o PILOT IDEA: Heat pump hot water heaters

Electrical Back‐up generators for remote locations in case of power loss

Outlets on all four sides of the exterior walls for maintenance use.

Heating Mechanical for heating located in attic

Ensure good access with pull‐down ladder and lighting for maintenance purposes

GENERAL NOTES:

If heated, run after building is closed long enough to dry out building

All fixtures including lighting and plumbing must be easily repaired with readily available industrial‐grade replacement parts

Hose bibs in multiple locations are important for cleaning.

Strive for institutional grade fixtures rather than commercial or residential

Ensure water quality issues are addressed so that building components are protected.

Water system should be designed with winterization in mind o Potentially have an air compressor built into the system

APPENDIX TO

FEDERAL PROVISIONS ADDENDUM

Revision Date: 7/2022

§ 200.322 Domestic Preferences for Procurements

(a) As appropriate and to the extent consistent with law, the non-Federal entity should, to the greatest extent practicable under a federal award, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States (including but not limited to iron, aluminum, steel, cement, and other manufactured products). The requirements of this section must be included in all subawards including all contracts and purchase orders for work or products under this award.

(b) For purposes of this section:

(1) “Produced in the United States” means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States.

(2) “Manufactured products” means items and construction materials composed in whole or in part of non-ferrous metals such as aluminum;

plastics and polymer-based products such as polyvinyl chloride pipe;

aggregates such as concrete; glass, including optical fiber; and lumber.

Revision Date: 7/2022

FEDERAL STATE and LOCAL FISCAL RECOVERY FUNDS (SLFRF)

PROJECT SPECIFIC REQUIREMENTS

The funding being used for this project is Federal State and Local Fiscal Recovery Funds (SLFRF). As a result, additional provisions apply and are included in this Attachment.

Each primary contracted contractor with the DTMB must register with the Federal System for Award Management (SAM) must register prior to contract execution. The SAM website is https://sam.gov/content/home. The direct hyperlink for SAM.gov registration is https://sam.gov/content/entity-registration

As of April 4, 2022, the Federal government will use a Unique Entity Identifier (UEI) created in SAM.gov as the official subrecipient identifier. All primary contracted contractors with the DTMB will be required to maintain an active registration on SAM.gov. To receive payment, all primary contracted vendors need to have a Unique Entity Identifier (UEI) number and have the UEI entered in their SIGMA account.

Information on the UEI and sign up can be obtained at: https://www.gsa.gov/about-us/organization/federal-acquisition-service/office-of-systems-management/integrated-award-environment-iae/iae-systems-information-kit/unique-entity-identifier-update

Contractor is to fill in and provide the following documentation for use in SLFRF reporting prior to Contract Execution for use in the reporting requirements:

Contractor’s UEI

Contractor’s Full Legal Name

Primary Point-of-Contact Email Address

Business Address

City Business is located

State Business is located

US Zip Code + 4 digits https://sam.gov/content/home https://sam.gov/content/entity-registration https://www.gsa.gov/about-us/organization/federal-acquisition-service/office-of-systems-management/integrated-award-environment-iae/iae-systems-information-kit/unique-entity-identifier-update https://www.gsa.gov/about-us/organization/federal-acquisition-service/office-of-systems-management/integrated-award-environment-iae/iae-systems-information-kit/unique-entity-identifier-update https://www.gsa.gov/about-us/organization/federal-acquisition-service/office-of-systems-management/integrated-award-environment-iae/iae-systems-information-kit/unique-entity-identifier-update

Mich igan.gov/MiProcure ment

Version 2022-1 1 of 10

FEDERAL PROVISIONS ADDENDUM

This addendum applies to purchases that will be paid for in whole or in part with funds obtained from the federal government. The provisions below are required, and the language is not negotiable. If any provision below conflicts with the State’s terms and conditions, including any attachments, schedules, or exhibits to the State’s Contract, the provisions below take priority to the extent a provision is required by federal law;

otherwise, the order of precedence set forth in the Contract applies. Hyperlinks are provided for convenience only; broken hyperlinks will not relieve Contractor from compliance with the law.

Equal Employment Opportunity

If this Contract is a “federally assisted construction contract” as defined in 41 CFR Part 60-1.3, and except as otherwise may be provided under 41 CFR Part 60, then during performance of this Contract, the Contractor agrees as follows:

a. The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following:

Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause.

b. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin.

c. The Contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the Contractor's legal duty to furnish information.

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d. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.

e. The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor.

f. The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.

g. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this Contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.

h. The Contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance:

Provided, however, that in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the Contractor may request the United States to enter into such litigation to protect the interests of the United States.

The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided, that if the applicant so participating is a State or local government, the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of such government which does not participate in work on or under the contract.

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The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of contractors and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance.

The applicant further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construction contracts pursuant to the Executive Order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive Order. In addition, the applicant agrees that if it fails or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistance to the applicant under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from such applicant; and refer the case to the Department of Justice for appropriate legal proceedings.

Davis-Bacon Act (Prevailing Wage) If this Contract is a prime construction contract in excess of $2,000, the Contractor (and its Subcontractors) must comply with the Davis-Bacon Act (40 USC 3141-3148) as supplemented by Department of Labor regulations (29 CFR Part 5, “Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction”), and during performance of this Contract the Contractor agrees as follows:

a. All transactions regarding this contract shall be done in compliance with the

Davis-Bacon Act (40 U.S.C. 3141- 3144, and 3146-3148) and the requirements of 29 C.F.R. pt. 5 as may be applicable. The contractor shall comply with 40 U.S.C.

3141-3144, and 3146-3148 and the requirements of 29 C.F.R. pt. 5 as applicable.

b. Contractors are required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor.

c. Additionally, contractors are required to pay wages not less than once a week.

Copeland “Anti-Kickback” Act

If this Contract is a contract for construction or repair work in excess of $2,000 where the Davis-Bacon Act applies, the Contractor must comply with the Copeland “Anti- Kickback” Act (40 USC 3145), as supplemented by Department of Labor regulations (29 CFR Part 3, “Contractors and Subcontractors on Public Building or Public Work https://www.law.cornell.edu/definitions/index.php?width=840&amp%3Bheight=800&amp%3Biframe=true&amp%3Bdef_id=22edf9acbb0b836eba994727b86adedf&amp%3Bterm_occur=16&amp%3Bterm_src=Title%3A41%3ASubtitle%3AB%3AChapter%3A60%3APart%3A60-1%3ASubpart%3AA%3A60-1.4 https://www.law.cornell.edu/definitions/index.php?width=840&amp%3Bheight=800&amp%3Biframe=true&amp%3Bdef_id=22edf9acbb0b836eba994727b86adedf&amp%3Bterm_occur=16&amp%3Bterm_src=Title%3A41%3ASubtitle%3AB%3AChapter%3A60%3APart%3A60-1%3ASubpart%3AA%3A60-1.4 https://www.govinfo.gov/app/details/USCODE-2018-title40/USCODE-2018-title40-subtitleII-partA-chap31-subchapIV https://www.govinfo.gov/app/details/CFR-2019-title29-vol1/CFR-2019-title29-vol1-part5 https://www.govinfo.gov/app/details/USCODE-2018-title40/USCODE-2018-title40-subtitleII-partA-chap31-subchapIV-sec3145 https://www.govinfo.gov/app/details/CFR-2019-title29-vol1/CFR-2019-title29-vol1-part3

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Financed in Whole or in Part by Loans or Grants from the United States”), which prohibits the Contractor and subrecipients from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled, and during performance of this Contract the Contractor agrees as follows:

a. Contractor. The Contractor shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into this contract.

b. Subcontracts. The Contractor or Subcontractor shall insert in any subcontracts the clause above and such other clauses as FEMA or the applicable federal awarding agency may by appropriate instructions require, and also a clause requiring the Subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all of these contract clauses.

c. Breach. A breach of the contract clauses above may be grounds for termination of the contract, and for debarment as a Contractor and Subcontractor as provided in 29 C.F.R. § 5.12.

Contract Work Hours and Safety Standards Act If the Contract is in excess of $100,000 and involves the employment of mechanics or laborers, the Contractor must comply with 40 USC 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5), as applicable, and during performance of this Contract the Contractor agrees as follows:

a. Overtime requirements. No Contractor or Subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of 40 hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than 1 ½ times the basic rate of pay for all hours worked in excess of 40 hours in such workweek.

b. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1) of this section the Contractor and any Subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such Contractor and Subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this section, in the sum of $27 for each calendar day on which such individual was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this section.

c. Withholding for unpaid wages and liquidated damages. The State shall upon its own action or upon written request of an authorized representative of the https://www.govinfo.gov/app/details/USCODE-2018-title40/USCODE-2018-title40-subtitleII-partA-chap37-sec3702 https://www.govinfo.gov/app/details/USCODE-2018-title40/USCODE-2018-title40-subtitleII-partA-chap37-sec3704 https://www.govinfo.gov/app/details/CFR-2019-title29-vol1/CFR-2019-title29-vol1-part5

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Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the Contractor or Subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2) of this section.

d. Subcontracts. The Contractor or Subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1) through (4) of this section and also a clause requiring the Subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs

(1) through (4) of this section.

Rights to Inventions Made Under a Contract or Agreement If the Contract is funded by a federal “funding agreement” as defined under 37 CFR §401.2 (a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that “funding agreement,” the recipient or subrecipient must comply with 37 CFR Part 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations issued by the awarding agency.

Clean Air Act and the Federal Water Pollution Control Act If this Contract is in excess of $150,000, the Contractor must comply with all applicable standards, orders, and regulations issued under the Clean Air Act (42 USC 7401-7671q) and the Federal Water Pollution Control Act (33 USC 1251-1387), and during performance of this Contract the Contractor agrees as follows:

Clean Air Act

1. The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. § 7401 et seq.

2. The Contractor agrees to report each violation to the State and understands and agrees that the State will, in turn, report each violation as required to assure notification to the Federal Emergency Management Agency or the applicable federal awarding agency, and the appropriate Environmental Protection Agency Regional Office.

3. The Contractor agrees to include these requirements in each subcontract exceeding $150,000 financed in whole or in part with Federal assistance provided by FEMA or the applicable federal awarding agency.

Federal Water Pollution Control Act https://www.govinfo.gov/content/pkg/CFR-2019-title37-vol1/pdf/CFR-2019-title37-vol1-sec401-2.pdf https://www.govinfo.gov/content/pkg/CFR-2019-title37-vol1/pdf/CFR-2019-title37-vol1-sec401-2.pdf https://www.govinfo.gov/app/details/CFR-2019-title37-vol1/CFR-2019-title37-vol1-part401 https://www.govinfo.gov/app/details/CFR-2019-title37-vol1/CFR-2019-title37-vol1-part401 https://www.govinfo.gov/app/details/USCODE-2018-title42/USCODE-2018-title42-chap85 https://www.govinfo.gov/app/details/USCODE-2018-title42/USCODE-2018-title42-chap85 https://www.govinfo.gov/app/details/USCODE-2018-title33/USCODE-2018-title33-chap26

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1. The Contractor agrees to comply with all applicable standards, orders, or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C. 1251 et seq.

2. The Contractor agrees to report each violation to the State and understands and agrees that the State will, in turn, report each violation as required to assure notification to the Federal Emergency Management Agency or the applicable federal awarding agency, and the appropriate Environmental Protection Agency Regional Office.

3. The Contractor agrees to include these requirements in each subcontract exceeding $150,000…