751_16043 Phase 3 McLain State Park Specifications_Part 2.pdf

DEPARTMENT OF THE ARMY

U.S. ARMY CORPS OF ENGINEERS, DETROIT DISTRICT

MARQUETTE FIELD OFFICE

115 SOUTH LAKESHORE BOULEVARD, SUITE C

MARQUETTE, MICHIGAN 49855-4652

March 28, 2022

Regulatory Office File Number LRE-2013-00509-38

Louise Hunt Michigan Department of Natural Resources McClain State Park 18350 State Highway M-203 Hancock, Michigan 49930

Dear Ms. Hunt:

Please refer to your application for a Department of the Army (DA) permit to install riprap in Lake Superior at McClain State Park, 18350 State Highway M-203, Hancock, Michigan. We have verified that the project is authorized by Nationwide Permit 13, Bank Stabilization, as published in the Federal Register.

You may proceed with the work per the following project description, attached drawings, and attached general and special conditions:

Install sediment curtain. The following work would occur waterward of the Ordinary High Water Mark of Lake Superior (603.1’, IGLD 1985), in an 830’ x 9.5’ x 9’ (approximate height) area: Mechanically dredge approximately 1500 cubic yards of sand, of which 480 cubic yards would be dredged from an 830’ x 9.5’ x 2’ area below the OHWM. Discharge the sand upslope on the bank, above the OHWM, or in uplands onsite. Discharge 1720 cubic yards of stone and rock in the dredged area, of which 260 cubic yards of stone and 420 cubic yards of rock would be discharged in an 830’ x 9.5’ x 2’ area below the OHWM.

Special Conditions:

1. If you discover any unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately stop work in that area and notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places.

2. All dredged and/or excavated materials will be disposed of in upland location(s) landward of the Ordinary High Water Mark with no placement in, or return to, any waterway or wetland.

Bill TextBox Note: See email attachment at end of USACE Permit Notice waiving the requirement for turbidity curtain while placing rock and riprap. Provide rock free from finer grained material.

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3. All work waterward of the top of the bank along Lake Superior shall occur between October 1 and April 30, to correspond with the U.S. Fish and Wildlife Service’s (USFWS) determination of Not Likely To Adversely Affect (NLAA) the federally listed rufa red knot. You may not perform this work outside this work window without obtaining revised Corps approval in writing, after the Corps completes further consultation with USFWS.

4. Prior to beginning any work in or adjacent to the water, the permittee shall install commercial-grade silt curtains that extend from a floating boom on the lake surface down to the bed of the waterway. The silt curtain shall continuously and completely enclose the work area. The silt curtain shall be properly anchored onshore, and anchored offshore at 25-foot intervals to provide a stable and functional barrier.

The silt curtain shall be maintained in effective working condition until all work is completed and turbidity has returned to background levels. In the event that the silt curtain remains in place overnight, the applicant will coordinate proper marking of the silt curtain with the USCG and their requirements (e.g. lighting, reflective paints, etc.) will become special conditions under this permit.

5. This permit does not authorize the discharges of dredged or fill material, including preliminary grading or incidental movement of soils, for access or haul roads, or to construct storage or staging areas or pads. Any temporary or permanent discharges of dredged or fill material into wetlands or other waters of the United States, and any other activities waterward of the contiguous contour of the Ordinary High Water Mark, other than that shown on the attached plans, shall not be initiated without prior written authorization from this office.

Any construction activity other than that shown on the plans may not qualify for the authorization. If you contemplate any changes or additional activities from those depicted on the plans, please submit them to this office for authorization review prior to any construction. On completion of the work, you must fill in and return the enclosed

COMPLETION REPORT.

This verification is invalid until you obtain an appropriate state permit/certification or waiver thereof. If local approvals are required, we recommend you contact the appropriate local government body directly.

We are obligated to provide recipients of permit verifications with a jurisdictional determination (JD) when requested to do so. The Corps of Engineers has the following options with respect to JDs: (1) Approved Jurisdictional Determinations (AJD), which are considered “official” JDs and can be administratively appealed; (2) Preliminary Jurisdictional Determinations (PJD), which are non-binding JDs and advise an affected party that the Corps of Engineers believes there may be waters of the United States on the property that fall under the Corps’ regulatory authority and enables the Corps and a permit applicant or other affected party to resolve certain jurisdiction and permit issues

-3-without expending time on making an official determination of the Corps’ jurisdiction;

and (3) No Jurisdiction Determination (NJD), which is used in situations where issuance of a JD is deemed unnecessary by a permit applicant or other affected party because Corps’ jurisdiction is undisputed (e.g., work is in a navigable water of the United States) or not subject to question. The NJD option requires less documentation than a PJD and likewise enables the Corps and a permit applicant or other affected party to resolve jurisdiction and permit issues without expending time on an official determination of the Corps’ jurisdiction.

Per the information in your application, we have determined that your project will occur in a navigable water of the United States subject to the Detroit District, U.S. Army Corps of Engineers’ regulatory authority under Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Our listing of navigable waters under the Corps’ regulatory authority within the Detroit District’s geographic area can be found at:

http://www.lre.usace.army.mil/Missions/Regulatory-Program-and-Permits. As there was no question regarding the Corps’ regulatory jurisdiction during our evaluation of the application, we do not intend to include a JD with this permit verification. Our intent to not issue a JD in this instance does not preclude you from requesting a PJD or an AJD at any time. As noted above, an AJD would provide an official determination of jurisdictional waters on a site and can be administratively appealed.

This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 14, 2026. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit.

As per 33 CFR 325, Appendix A, representatives from this office are allowed to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of the Nationwide Permit.

Should you have any questions, please contact me at the above address, by E-Mail at Jean.M.Battle2@usace.army.mil, or by telephone at (906) 281-8942. In all communications, please refer to File Number LRE-2013-00509-38-N22.

We are interested in your thoughts and opinions concerning your experience with the Detroit District, Corps of Engineers Regulatory Program. If you are interested in letting us know how we are doing, you can complete an electronic Customer Service Survey from our web site at: http://corpsmapu.usace.army.mil/cm_apex/f?p=regulatory_survey.

Alternatively, you may contact us and request a paper copy of the survey that you may

-4-complete and return to us by mail or fax. Thank you for taking the time to complete the survey, we appreciate your feedback.

Sincerely, Jean Battle Regulatory Project Manager Marquette Field Office

Enclosures

Copy Furnished

Bill Sanders (Sanders & Czapski Associates)

EGLE, H. King (31-MCLAIN STATE PARK -HANCOCK TWP; 13-31-34)

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A. Nationwide Permit General Conditions:

To qualify for NWP authorization, the permittee must comply with the following general conditions, as appropriate. These conditions are selected from those published in the Federal Register that are particularly relevant to the construction and/or operation of this particular authorized activity. The complete text is available at our website https://www.lre.usace.army.mil/Missions/Regulatory- Program-and-Permits/ under “Detroit Regulatory Quick” select “Detroit District General Permit Types” and then choose “Nationwide Permits with Michigan Regional Conditions” OR “Nationwide Permits with Indiana Regional Conditions”; or, you may contact the Detroit District directly for the information. We have done our best to verify that your project complies with the others, where applicable.

1. Navigation. (a) No activity may cause more than a minimal adverse effect on navigation. (b) Any safety lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, must be installed and maintained at the permittee's expense on authorized facilities in navigable waters of the United States.

(c) The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his or her authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration.

6. Suitable Material. No activity may use unsuitable material (e.g., trash, debris, car bodies, asphalt, etc.).

Material used for construction or discharged must be free from toxic pollutants in toxic amounts (see section 307 of the Clean Water Act).

9. Management of Water Flows. To the maximum extent practicable, the pre-construction course, condition, capacity, and location of open waters must be maintained for each activity, including stream channelization, storm water management activities, and temporary and permanent road crossings, except as provided below. The activity must be constructed to withstand expected high flows. The activity must not restrict or impede the passage of normal or high flows, unless the primary purpose of the activity is to impound water or manage high flows. The activity may alter the pre-construction course, condition, capacity, and location of open waters if it benefits the aquatic environment (e.g., stream restoration or relocation activities).

11. Equipment. Heavy equipment working in wetlands or mudflats must be placed on mats, or other measures must be taken to minimize soil disturbance.

12. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls must be used and maintained in effective operating condition during construction, and all exposed soil and other fills, as well as any work below the ordinary high water mark or high tide line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to perform work within waters of the United States during periods of low-flow or no-flow, or during low tides.

13. Removal of Temporary Structures and Fills.

Temporary structures must be removed, to the maximum extent practicable, after their use has been discontinued. Temporary fills must be removed in their entirety and the affected areas returned to pre-construction elevations. The affected areas must be revegetated, as appropriate.

14. Proper Maintenance. Any authorized structure or fill shall be properly maintained, including maintenance to ensure public safety and compliance with applicable NWP general conditions, as well as any activity-specific conditions added by the district engineer to an NWP authorization.

17. Tribal Rights. No activity or its operation may impair reserved tribal rights, including, but not limited to, reserved water rights and treaty fishing and hunting rights. .

18. Endangered Species. (a) No activity is authorized under any NWP which is likely to directly or indirectly jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will directly or indirectly destroy or adversely modify designated critical habitat or critical habitat proposed for such designation. No activity is authorized under any NWP which “may affect” a listed species or critical habitat, unless ESA section 7 consultation addressing the consequences of the proposed activity on listed species or critical habitat has been completed. See 50 CFR 402.02 for the definition of “effects of the action” for the purposes of ESA section 7 consultation, as

-6-well as 50 CFR 402.17, which provides further explanation under ESA section 7 regarding “activities that are reasonably certain to occur” and “consequences caused by the proposed action.”

(e) Authorization of an activity by an NWP does not authorize the “take” of a threatened or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an ESA Section 10 Permit, a Biological Opinion with “incidental take” provisions, etc.) from the FWS or the NMFS, the Endangered Species Act prohibits any person subject to the jurisdiction of the United States to take a listed species, where "take" means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct. The word “harm” in the definition of “take'' means an act which actually kills or injures wildlife. Such an act may include significant habitat modification or degradation where it actually kills or injures wildlife by significantly impairing essential behavioral patterns, including breeding, feeding or sheltering.

19. Migratory Birds and Bald and Golden Eagles. The permittee is responsible for ensuring that an action authorized by an NWP complies with the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. The permittee is responsible for contacting the appropriate local office of the U.S. Fish and Wildlife Service to determine what measures, if any, are necessary or appropriate to reduce adverse effects to migratory birds or eagles, including whether "incidental take" permits are necessary and available under the Migratory Bird Treaty Act or Bald and Golden Eagle Protection Act for a particular activity.

20. Historic Properties. (e) Prospective permittees should be aware that section 110k of the NHPA (54 U.S.C. 306113) prevents the Corps from granting a permit or other assistance to an applicant who, with intent to avoid the requirements of section 106 of the NHPA, has intentionally significantly adversely affected a historic property to which the permit would relate, or having legal power to prevent it, allowed such significant adverse effect to occur, unless the Corps, after consultation with the Advisory Council on Historic Preservation (ACHP), determines that circumstances justify granting such assistance despite the adverse effect created or permitted by the applicant. If circumstances justify granting the assistance, the Corps is required to notify the ACHP and provide documentation specifying the circumstances, the degree of damage to the integrity of any historic properties affected, and proposed mitigation. This documentation must include any views obtained from the applicant, SHPO/THPO, appropriate Indian tribes if the undertaking occurs on or affects historic properties on tribal lands or affects properties of interest to those tribes, and other parties known to have a legitimate interest in the impacts to the permitted activity on historic properties.

21. Discovery of Previously Unknown Remains and Artifacts. Permittees that discover any previously unknown historic, cultural or archeological remains and artifacts while accomplishing the activity authorized by an NWP, they must immediately notify the district engineer of what they have found, and to the maximum extent practicable, avoid construction activities that may affect the remains and artifacts until the required coordination has been completed.

The district engineer will initiate the Federal, Tribal, and state coordination required to determine if the items or remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places.

29. Transfer of Nationwide Permit Verifications. If the permittee sells the property associated with a nationwide permit verification, the permittee may transfer the nationwide permit verification to the new owner by submitting a letter to the appropriate Corps district office to validate the transfer. A copy of the nationwide permit verification must be attached to the letter, and the letter must contain the following statement and signature:

When the structures or work authorized by this nationwide permit are still in existence at the time the property is transferred, the terms and conditions of this nationwide permit, including any special conditions, will continue to be binding on the new owner(s) of the property. To validate the transfer of this nationwide permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below.

(Transferee) (Date)

30. Compliance Certification. Each permittee who receives an NWP verification letter from the Corps must provide a signed certification documenting completion of the authorized activity and implementation of any required compensatory mitigation. The success of any required permittee-responsible mitigation, including the achievement of ecological performance standards, will be addressed separately by the district engineer. The Corps will provide the permittee the certification document with the NWP verification letter. The certification document will include:

(a) A statement that the authorized activity was done in accordance with the NWP authorization, including any general, regional, or activity-specific conditions;

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(b) A statement that the implementation of any required compensatory mitigation was completed in accordance with the permit conditions. If credits from a mitigation bank or in-lieu fee program are used to satisfy the compensatory mitigation requirements, the certification must include the documentation required by 33 CFR 332.3(l)(3) to confirm that the permittee secured the appropriate number and resource type of credits; and

(c) The signature of the permittee certifying the completion of the activity and mitigation. The completed certification document must be submitted to the district engineer within 30 days of completion of the authorized activity or the implementation of any required compensatory mitigation, whichever occurs later.

B. Further Information

1. District engineers have authority to determine if an activity complies with the terms and conditions of an

NWP.

2. NWPs do not obviate the need to obtain other federal, state, or local permits, approvals, or authorizations required by law.

3. NWPs do not grant any property rights or exclusive privileges.

4. NWPs do not authorize any injury to the property or rights of others.

5. NWPs do not authorize interference with any existing or proposed Federal project.

H7RGMJMB

Typewritten Text

NUMBER: LRE-2013-00509-38-N22

MCCLAIN STATE PARK - RIPRAP

Lake Superior; Hancock Houghton Co.; MICHIGAN

SHEET 1 OF 6

NUMBER: LRE-2013-00509-38-N22

MCCLAIN STATE PARK - RIPRAP

Lake Superior; Hancock

SHEET 2 OF 6

NUMBER: LRE-2013-00509-38-N22

MCCLAIN STATE PARK - RIPRAP

Lake Superior; Hancock

SHEET 3 OF 6

NUMBER: LRE-2013-00509-38-N22

MCCLAIN STATE PARK - RIPRAP

Lake Superior; Hancock

SHEET 4 OF 6

NUMBER: LRE-2013-00509-38-N22

MCCLAIN STATE PARK - RIPRAP

Lake Superior; Hancock

SHEET 5 OF 6

NUMBER: LRE-2013-00509-38-N22

MCCLAIN STATE PARK - RIPRAP

Lake Superior; Hancock

SHEET 6 OF 6

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NATIONWIDE PERMIT COMPLETION REPORT

CELRE-ERC

Chief, Compliance and Enforcement Branch Regulatory Office U.S. Army Corps of Engineers 477 Michigan Avenue Room 603 Detroit, MI 48226-2550

Dear Sir:

You are hereby notified that work verified as qualifying for Nationwide Permit under File No. LRE-2013-00509-38-N22 to install riprap at McClain State Park, 18350 State Highway M-203, Hancock, Houghton County, Michigan, issued to Louise Hunt, was completed in accordance with the verification on:

(Date work completed)

(Permittee's Signature)

I M P O R T A N T

1. This COMPLETION REPORT MUST BE MAILED to the above addressee within 10 days after completion of work covered by the NATIONWIDE PERMIT to ensure an accurate Government record of data affecting navigation.

2. Where dredging soundings are made of projects which include dredging, a copy of the soundings should accompany this report. If the soundings are measured from the water surface and have not been corrected to International Great Lakes Datum plane, the hour and date soundings was made should be noted on sounding reports.

STATE OF MICHIGAN (OWNER AND CONTRACTOR) PROGRESS SCHEDULE

MICHSPEC DTMB 01310 1 (Rev. 02/22)

SECTION 01310 PROGRESS SCHEDULE

PART 1 - GENERAL

1.01 SUMMARY

A. The Contractor will submit CPM Progress Schedules to the Owner depicting its approach to prosecution of the Work. This includes but is not limited to the Contractor’s approach to recovering schedule and managing the effect of changes, substitutions, and Delays on Work sequencing.

B. The Progress Schedule will include the Rev. 0 Submittal (par.

3.02), Update Submittals (par. 3.03) and Revision Submittals (par. 3.04). Each Submittal will be assigned a unique number.

For a resubmission, the initial number will be modified by the letter A, B, C, etc., as appropriate.

C. Through the Progress Schedule, the Owner will seek to stay current on progress, updated Activity and Milestone Dates, and the Contractor’s approach to Work remaining.

D. References to the Critical Path Method (CPM) are to CPM construction industry standards that are consistent with the requirements of this Section 01310.

1.02 RELATED SECTIONS

A. Section 00440 Schedule of Materials and Equipment; Section 00500 Agreement; Section 00700 General Conditions; and Section 00800 Supplementary Conditions.

1.03 GLOSSARY OF TERMS

A. Capitalized terms not already defined in any Division 0 Specification have the following intent and meanings:

1. MilestoneA key point of progress, designating interim targets toward the Contract Times. They may pinpoint critical path foundations, key deliveries, building framing, start of MEP rough-in, building enclosure, partitions, interior finishes, conditioned space, commissioning stages, Substantial Completion, and other events of like import.

2. Official ScheduleThe most recent Revision Submittal returned to the Contractor as Resubmittal Not Required.

The Rev. 0 Official Schedule is the As-Planned Schedule.

3. Revision 0 SubmittalProgress Schedule submitted by the Contractor depicting the entire Work as awarded.

4. Update SubmittalA monthly Progress Schedule update reflecting progress and minor adjustments on the Activities, sequencing and restraints for Work remaining.

1.04 QUALITY ASSURANCE

A. The Contractor will obtain a written interpretation from the Professional, if the Contractor believes the selection of

Activities, logic ties or restraints requires an interpretation of the Contract Documents. With each submission, the Contractor will point out by specific, written notation, any Progress Schedule feature that may reflect variations from any requirements of the Contract Documents.

B. The Contractor is responsible to obtain information from each Subcontractor and Supplier when scoping their respective Activities, Values, logic ties and restraints

C. No review of any Progress Schedule by or on behalf of the Owner will relieve the Contractor from complying with the

Contract Times and any required sequence of Work or from completing Work omitted from the Progress Schedule. No review will imply approval of any variation from or interpretation of the Contract Documents, unless approved by the Professional through a written interpretation or by means of a separate, written notation.

1.05 ALLOWANCES

A. Work covered by Cash Allowances will be completed within the Contract Times. To the extent reasonable and consistent with the Contractor’s plan, Work authorized by contingency allowances will be completed within the Contract Times. The Progress Schedule will incorporate the Contractor's best estimate of the Activities, logic and restraints required, using the information in the Contract Documents, or as indicated by the Professional in writing.

1.06 “OR EQUALS” AND SUBSTITUTIONS

A. Activities in the Rev. 0 Progress Schedule will be based on materials and equipment required by the Contract Documents and will not reflect any “or equal” or substitute materials or equipment, even if the Contractor intends to pursue “or equal” and substitution proposals. This limitation also applies to any Means and Methods indicated in or required by the Contract Documents.

1.07 MEASUREMENT AND PAYMENT

A. The Schedule of Values will include a Progress Schedule pay item. Fifteen percent (15%) of this pay item will be eligible for payment upon delivery of the complete Rev. 0 Submittal. The balance of this pay item will be eligible for payment, on a prorated basis, with each Request for Payment attaching an Update Submittal.

PART 2 - WORK PRODUCTS

2.01 PROGRESS SCHEDULE SUBMITTALS

A. Each Progress Schedule Submittal will consist of an electronic disk with the Contractor's files, a narrative and three

(3) copies of the required reports and plots.

B. The CPM scheduling software will be Primavera Project Planner®, SureTrak® or Microsoft Project®.

2.02 PRINTOUTS

A. Schedule Reports will include Activity (ID) code and description, duration, calendar, Early Dates, Late Dates and Total Float, all of which will comport with the requirements of paragraph 8.3.4 of Section 00700 General Conditions.

1. Late Finish Date for an Activity pinpointing a Contract Time will equal that Contract Time. Early Start Date for an Activity designating a Contract restraint will equal the proper Notice to Proceed date. Schedule Reports may or may not append CPM Plots (time-scaled Activity/logic).

2. For Precedence Diagram Method, separate Schedule Reports will tabulate, for each Activity, all preceding and succeeding logic types and lead times, whether CPM Plots displaying vertical logic ties are appended or not.

STATE OF MICHIGAN (OWNER AND CONTRACTOR) PROGRESS SCHEDULE

MICHSPEC DTMB 01310 2 (Rev. 02/22)

B. CPM Schedule Plots will be plotted on a suitable time scale and identify the Contract Times, Critical Paths, and sub-Critical Paths. Activities will be shown on the Early Dates with Total Floats noted by Late Date flags.

C. Line of Balance Plots will reflect industry practice for repetitive construction and will segregate the production lines for all trades within the hammock Activities.

2.03 NARRATIVE REQUIREMENTS

A. In general, a narrative will describe the Contractor’s approach to prosecution of the Work, subject to the requirements of the Contract Documents. Further, each narrative will list the Critical Path Activities and compare Early and Late Dates with Contract Times and Milestone Dates. The basis for restraint dates will be explained.

B. For each Update Submittal, the narrative will compare current Dates to the respective Milestone Dates, describe changes in crewing and construction equipment and identify new Delays.

For each Revision Submittal, the narrative also will itemize changes in Activities, logic ties and restraint dates made necessary by each change, Delay, schedule recovery, substitution and Contractor-initiated revision occurring since the previous Submittal.

2.04 ACTIVITY REQUIREMENTS

A. The Progress Schedule will detail Work sequencing only to the extent necessary to allow the Owner to correlate percent complete, compare actual dates with Milestones and Contract Times and the data in Requests for Payment.

B. Separate Activities will designate permits, construction, Submittal preparation/review (and resubmission and re-review, for same); MEP coordination drawings; deliveries;

commissioning; and Punch List. Separate Activities will designate Owner-furnished items, interface with other work and the Owner and Professional’s responsibilities.

B. Activities will be detailed only to the extent required to show the transition of trade Work. Activities will detail the progression through site/excavation, foundations, building framing, start/completion of interior partitions, MEP rough-in, building enclosure, interior finishes, conditioned space, and commissioning.

1. Submittal Activities will segregate long-lead items, any item requiring structural access and other procurements that, in the Contractor’s judgment, may bear on the rate of progress. Separate MEP coordination drawing Activities will be used for each floor. Beyond these requirements, it is not necessary to burden the Progress Schedule with Activities for less significant Submittals and deliveries.

2. For multiunit Work (e.g., rough-in overhead MEP for each floor, etc.), detailed Activities will be shown for a typical (often, the first) unit). Other or follow-on units may be replicated, as appropriate, or modeled with a hammock Activity combining the sum total of the typical detailed Activities. Separate Activities, as may be suitable to the Divisions of Work involved, will be identified for single-unit Work. This requirement applies to such scope as Work in mechanical rooms, building framing, commissioning, etc.

3. Activities will not combine separate or non-concurrent items of Unit Price or lump sum Work, Work in separate structures and Work in distinct areas, locations or floors within an area or structure; or rough-in and finish Work.

C. Activity durations will equal the Business Days required to sufficiently complete the Work designated by the Activity (i.e., when finish-to-start successors may start, even if the Activity is not quite 100% complete). Installation Activities will last from twenty (20) to forty (40) Days.

D. Activities will be assigned consistent descriptions and identification codes. Sort codes will group Activities by building or structure, floor or area, Change Order and Change Authorization and other meaningful scheme

PART 3 EXECUTION

3.01 FLOAT TOLERANCES

A. Any Progress Schedule with Early Dates after a Contract Time will yield negative Total and Contract Floats, whether shown/calculated or not. Any Revision Submittal with less than negative twenty (20) Days of Float will be returned as “Revise and Resubmit,” unless a time extension is requested, or the Owner withholds liquidated damages or asserts intent to do so in the event schedule is not recovered.

B. Floats calculated from the definitions given in Section 00020 Glossary supersede any conflicting Float values calculated within any early completion Progress Schedule.

3.02 REVISION 0 (Rev. 0) SUBMITTAL

A. The complete Revision 0 Submittal will be due with the first Request for Payment. The Rev. 0 Submittal will show the Work as awarded, without Delays, “or equal” or substitutions, Change Orders or Change Authorizations.

1. The Rev. 0 narrative will detail the Contractor's management of the site (lay down, parking, etc.). Further, the Rev. o narrative will identify shifts, weekend Work, Activity calendars, Delays since award and all pending and anticipated “or equal” and substitution proposals.

E. Once endorsed by the Owner and returned as "Resubmittal

Not Required,” the Rev. 0 Progress Schedule (or Rev. 0A, etc.)

will be the As-Planned Schedule and the basis for Update Submittals until the Rev. 1 Official Schedule is established. Once the As-Planned Schedule is established, the Owner will select

Milestones and note Milestone Early and Late Dates. As the Official Schedule evolves, Milestone Dates will be revised accordingly.

F. If the Owner refuses to endorse the Rev. 0 Submittal (or Rev.

0A, for a resubmission) as "Resubmittal Not Required," the As- Planned Schedule will not be established. In that event, the Contractor will continue to submit Update and Revision Submittals reflecting progress and the Contractor's approach to remaining Work. The Owner will rely on the available Update and Revision Submittals, subject to whatever adjustments it determines appropriate.

3.03 UPDATE SUBMITTALS

A. Update Submittals with progress up to the closing date and updated Early and Late Dates for progress and remaining Activities will be due with each Request for Payment. As-built data will consist of actual start dates, percent complete, actual finish dates, changes, Delays, and other significant events occurring before the closing date.

STATE OF MICHIGAN (OWNER AND CONTRACTOR) PROGRESS SCHEDULE

MICHSPEC DTMB 01310 3 (Rev. 02/22)

3.04 REVISION SUBMITTALS

A. Progress Schedule Revisions will be submitted with the third Request for Payment and every two (2) months after that, or more often, if necessary due to schedule recovery or other Progress Schedule revisions. Revisions will revise the Update Submittal attached to the prior Request for Payment.

B. Progress Schedule revisions will detail all impacts on pre-existing Activity scope, logic ties and restraint dates and reflect the Contractor's current approach to Work remaining. Revisions may be required because of changes in the Work, substitutions, schedule recovery and Delays.

C. Once endorsed by the Owner and returned as "Resubmittal

Not Required," a Revision Submittal becomes the Rev. 1, Rev.

2, etc. Official Schedule and the basis for subsequent Update Submittals until a more current Official Schedule is established.

If the Owner refuses to endorse a Revision Submittal as "Resubmittal Not Required," the Contractor will continue to submit Update and Revision Submittals when and as required in this Section.

3.05 RETROSPECTIVE DELAY ANALYSIS

A. If the Owner refuses to endorse any Revision Submittal as “Resubmittal Not Required,” the Contractor and Owner will use the latest Official Schedule when evaluating the effect of Delays on Contract Time and/or Contract Price. The procedure will consist of progressively revising the latest Official Schedule at key Revision Submittal closing dates. For each Progress Schedule iteration, slippage between actual Milestone Dates and Rev. 0 Milestone Dates will be correlated to Delays occurring solely in that iteration. Revisions affecting Work after any iteration will be included only to the extent consented by the Owner at that time and/or if actually confirmed by as-built progress.

END OF SECTION 01310

This 01310 Specification uses the FORMSPEC Section 01310 Model Progress Schedule Specification (CPM Short Form). Title to and use of this Specification is strictly restricted. Except as may be appropriate for use in the bidding and execution of the Work, reproduction, translation or substantial use or quotation of any part of this Specification beyond that permitted by the 1976 United States Copyright Act without prior written permission of PMA Consultants LLC is unlawful.

Phase 3 Improvements – F.J. McLain State Park File No. 751/16043.JBB Index No. 51240

SUMMARY 01 10 00 - 1

SECTION 01 10 00

SUMMARY OF THE WORK

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes descriptions of the project team, the Scope of Work, and work restrictions.

1.2 PROJECT INFORMATION

A. Project Identification: Phase 3 Improvements – F.J. McLain State Park, File No.

751/16043.JBB, Index No. 51240.

1. Project Location: 18530 Highway M-203, Hancock, Michigan.

B. Owner: Michigan Department of Natural Resources.

C. Owner’s Representative: Jeff Barsch, Project Director, Michigan DTMB, Design and

Construction Division.

D. Architect: Sanders & Czapski Associates, PLLC, Marquette, Michigan.

E. Architect's Consultants: Architect has retained the following design professionals who have prepared designated portions of the Contract Documents:

1. Mechanical and Electrical Engineer: Rhoades Engineering, Traverse City, Michigan.

2. Civil Engineer: Coleman Engineering Company, Iron Mountain, Michigan

F. The Project includes, but is not necessarily limited to the relocation and renovation of four existing mini-cabins, miscellaneous site demolition and restoration, the abandonment of an existing wastewater pumping system and the construction of a new wastewater pumping system and shoreline armoring. The work also includes water main and well house improvements activating two existing wells and the abandonment of 3 existing wells. The work also includes as a bid alternates, interior electrical improvements in the mini-cabins, renovation of two mini-cabins in their current location, renovation and electrification of a rustic cabin and improvements to gravel access roads.

G WORK RESTRICTIONS

H Contractor's Use of Premises: During construction, Contractor will have full use of the site.

Contractor's use of premises is limited only as follows:

3. Perform construction only during normal working hours established in Appendix I –

Special Working Conditions. Clean up work areas and return to usable condition at the end of each work period.

SUMMARY 01 10 00 - 2

4. Limits: Limit site disturbance to the site areas within grading limits. Contractor laydown area to be as shown on the drawings and as directed by the DNR.

5. Site access: Contractor will share site access through the existing park entrance with park visitors. Contractor shall minimize their access impact on park operations and may need to require deliveries and other construction related traffic to be scheduled around peak camper check-in and check-out times.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

SECTION 01 10 20

ALLOWANCES

Part 1 General

1. 1 DESCRIPTION

A. This section includes allowances to be carried in the bid for the items of work specified.

1.2 Summary

A. This Section specifies administrative and procedural requirements governing handling and processing allowances.

1. Selected materials and equipment, and in some cases, their installation, are shown and specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. Additional requirements, if necessary, will be issued by change order.

1.03 Measurement and Payment

A. Any amount not fully consumed shall be adjusted by change order.

1. The Contractor will be paid through this allowance for his actual cost of invoices from the Utility. Additional costs for work related to the reconnecting of service beyond the utility’s responsibility shall be included in the base bid. Any mark-up and/or bond costs and insurance related to this work shall also be included in the base bid.

2. Any unused allowances shall be returned to the Owner using a credit change order for the full amount of the value unused.

3. Should the Contractor’s actual costs exceed the specified allowance; the Contractor’s contract amount will be adjusted by change order. The Contractor shall notify the Landscape Architect prior to award of any utility charges that exceed the allowance.

B. Description of Allowances

1. Owner’s Cash Allowance of $30,000.00

2. Electric Utility Company Allowance of $30,000.00

Part 3 Execution

3.01 Schedule of Allowances

1. The allowance amount listed above shall be included in the base bid.

END OF SECTION 01 21 00

REFERENCES 01 10 90 - 1

SECTION 01 10 90

REFERENCES

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section includes abbreviations, acronyms and trade names references throughout this specification.

1.2 GENERAL REQUIREMENTS

A. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.

B. Abbreviations and Acronyms: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents.

AA Aluminum Association, Inc. (The)

AAADM American Association of Automatic Door Manufacturers

AABC Associated Air Balance Council

AAMA American Architectural Manufacturers Association

AASHTO American Association of State Highway and Transportation Officials

AATCC American Association of Textile Chemists and Colorists

ABAA Air Barrier Association of America

ABMA American Bearing Manufacturers Association

ACI American Concrete Institute

ACPA American Concrete Pipe Association

AEIC Association of Edison Illuminating Companies, Inc. (The)

AF&PA American Forest & Paper Association

AGA American Gas Association

AHAM Association of Home Appliance Manufacturers

REFERENCES 01 10 90 - 2

AHRI Air-Conditioning, Heating, and Refrigeration Institute, The

AI Asphalt Institute

AIA American Institute of Architects (The)

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

AITC American Institute of Timber Construction

ALSC American Lumber Standard Committee, Incorporated

AMCA Air Movement and Control Association International, Inc.

ANSI American National Standards Institute

AOSA Association of Official Seed Analysts, Inc.

APA Architectural Precast Association

APA APA - The Engineered Wood Association

API American Petroleum Institute

ARI Air-Conditioning & Refrigeration Institute

ARMA Asphalt Roofing Manufacturers Association

ASCE American Society of Civil Engineers

ASCE/SEI American Society of Civil Engineers/Structural Engineering Institute

(See ASCE)

ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers

ASME ASME International

(American Society of Mechanical Engineers International)

ASSE American Society of Sanitary Engineering

ASTM ASTM International

(American Society for Testing and Materials International)

AWCI Association of the Wall and Ceiling Industry

AWCMA American Window Covering Manufacturers Association

(Now WCMA)

AWI Architectural Woodwork Institute

REFERENCES 01 10 90 - 3

AWPA American Wood Protection Association

(Formerly: American Wood Preservers' Association)

AWS American Welding Society

AWWA American Water Works Association

BHMA Builders Hardware Manufacturers Association

BIA Brick Industry Association (The)

BICSI BICSI, Inc.

BIFMA BIFMA International

(Business and Institutional Furniture Manufacturer's Association International)

BISSC Baking Industry Sanitation Standards Committee

CCC Carpet Cushion Council

CDA Copper Development Association

CEA Canadian Electricity Association

CEA Consumer Electronics Association

CFFA Chemical Fabrics & Film Association, Inc.

CGA Compressed Gas Association

CIMA Cellulose Insulation Manufacturers Association

CISCA Ceilings & Interior Systems Construction Association

CISPI Cast Iron Soil Pipe Institute

CLFMI Chain Link Fence Manufacturers Institute

CPA Composite Panel Association

CPPA Corrugated Polyethylene Pipe Association

CRI Carpet and Rug Institute (The)

CRRC Cool Roof Rating Council

CRSI Concrete Reinforcing Steel Institute

CSA Canadian Standards Association

REFERENCES 01 10 90 - 4

CSA CSA International

(Formerly: IAS - International Approval Services)

CSI Cast Stone Institute

CSI Construction Specifications Institute (The)

CSSB Cedar Shake & Shingle Bureau

CTI Cooling Technology Institute

(Formerly: Cooling Tower Institute)

DHI Door and Hardware Institute

EIA Electronic Industries Alliance

EIMA EIFS Industry Members Association

EJCDC Engineers Joint Contract Documents Committee

EJMA Expansion Joint Manufacturers Association, Inc.

ESD ESD Association

(Electrostatic Discharge Association)

ETL SEMCO Intertek ETL SEMCO

(Formerly: ITS - Intertek Testing Service NA)

FM Approvals FM Approvals LLC

FM Global FM Global

(Formerly: FMG - FM Global)

FRSA Florida Roofing, Sheet Metal & Air Conditioning Contractors Association, Inc.

FSA Fluid Sealing Association

FSC Forest Stewardship Council

GA Gypsum Association

GANA Glass Association of North America

GRI (Part of GSI)

GS Green Seal

GSI Geosynthetic Institute

HI Hydronics Institute

REFERENCES 01 10 90 - 5

HI/GAMA Hydronics Institute/Gas Appliance Manufacturers Association

Division of Air-Conditioning, Heating, and Refrigeration Institute (AHRI)

HMMA Hollow Metal Manufacturers Association

(Part of NAAMM)

HPVA Hardwood Plywood & Veneer Association

IAPSC International Association of Professional Security Consultants

ICBO International Conference of Building Officials

ICEA Insulated Cable Engineers Association, Inc.

ICPA International Cast Polymer Association

ICRI International Concrete Repair Institute, Inc.

IEC International Electrotechnical Commission

IEEE Institute of Electrical and Electronics Engineers, Inc. (The)

IESNA Illuminating Engineering Society of North America

IEST Institute of Environmental Sciences and Technology

IGMA Insulating Glass Manufacturers Alliance

ILI Indiana Limestone Institute of America, Inc.

ISA Instrumentation, Systems, and Automation Society, The

ISO International Organization for Standardization

Available from ANSI

ISSFA International Solid Surface Fabricators Association

ITS Intertek Testing Service NA

(Now ETL SEMCO)

ITU International Telecommunication Union

KCMA Kitchen Cabinet Manufacturers Association

LGSEA Light Gauge Steel Engineers Association

LPI Lightning Protection Institute

MBMA Metal Building Manufacturers Association

MCA Metal Construction Association

REFERENCES 01 10 90 - 6

MFMA Maple Flooring Manufacturers Association, Inc.

MFMA Metal Framing Manufacturers Association, Inc.

MH Material Handling

(Now MHIA)

MHIA Material Handling Industry of America

MIA Marble Institute of America

MPI Master Painters Institute

MSS Manufacturers Standardization Society of The Valve and Fittings Industry Inc.

NAAMM National Association of Architectural Metal Manufacturers

NACE NACE International

(National Association of Corrosion Engineers International)

NADCA National Air Duct Cleaners Association

NAGWS National Association for Girls and Women in Sport

NAIMA North American Insulation Manufacturers Association

NBGQA National Building Granite Quarries Association, Inc.

NCMA National Concrete Masonry Association

NCTA National Cable & Telecommunications Association

NEBB National Environmental Balancing Bureau

NECA National Electrical Contractors Association

NeLMA Northeastern Lumber Manufacturers' Association

NEMA National Electrical Manufacturers Association

NETA InterNational Electrical Testing Association

NFPA NFPA

(National Fire Protection Association)

NFRC National Fenestration Rating Council

NGA National Glass Association

NHLA National Hardwood Lumber Association

REFERENCES 01 10 90 - 7

NLGA National Lumber Grades Authority

NOFMA NOFMA: The Wood Flooring Manufacturers Association

(Formerly: National Oak Flooring Manufacturers Association)

NOMMA National Ornamental & Miscellaneous Metals Association

NRCA National Roofing Contractors Association

NRMCA National Ready Mixed Concrete Association

NSF NSF International

(National Sanitation Foundation International)

NSSGA National Stone, Sand & Gravel Association

NTMA National Terrazzo & Mosaic Association, Inc. (The)

PCI Precast/Prestressed Concrete Institute

PDI Plumbing & Drainage Institute

PGI PVC Geomembrane Institute

PTI Post-Tensioning Institute

RCSC Research Council on Structural Connections

RFCI Resilient Floor Covering Institute

RIS Redwood Inspection Service

SAE SAE International

SCAQMD South Coast Air Quality Management District

SCTE Society of Cable Telecommunications Engineers

SDI Steel Deck Institute

SDI Steel Door Institute

SEFA Scientific Equipment and Furniture Association

SEI/ASCE Structural Engineering Institute/American Society of Civil Engineers

(See ASCE)

SIA Security Industry Association

SJI Steel Joist Institute

REFERENCES 01 10 90 - 8

SMA Screen Manufacturers Association

SMACNA Sheet Metal and Air Conditioning Contractors'

National Association

SMPTE Society of Motion Picture and Television Engineers

SPFA Spray Polyurethane Foam Alliance

(Formerly: SPI/SPFD - The Society of the Plastics Industry, Inc.; Spray

Polyurethane Foam Division)

SPIB Southern Pine Inspection Bureau (The)

SPRI Single Ply Roofing Industry

SSINA Specialty Steel Industry of North America

SSPC SSPC: The Society for Protective Coatings

STI Steel Tank Institute

SWI Steel Window Institute

TCNA Tile Council of North America, Inc.

TEMA Tubular Exchanger Manufacturers Association

TIA/EIA Telecommunications Industry Association/Electronic Industries Alliance

TMS The Masonry Society

TPI Truss Plate Institute, Inc.

TPI Turfgrass Producers International

TRI Tile Roofing Institute

UL Underwriters Laboratories Inc.

UNI Uni-Bell PVC Pipe Association

USGBC U.S. Green Building Council

USITT United States Institute for Theatre Technology, Inc.

WASTEC Waste Equipment Technology Association

WCLIB West Coast Lumber Inspection Bureau

WCMA Window Covering Manufacturers Association

REFERENCES 01 10 90 - 9

WDMA Window & Door Manufacturers Association

(Formerly: NWWDA - National Wood Window and Door Association)

WI Woodwork Institute (Formerly: WIC - Woodwork Institute of California)

WIC Woodwork Institute of California

(Now WI)

WMMPA Wood Moulding & Millwork Producers Association

WSRCA Western States Roofing Contractors Association

WWPA…