RFP_EC-01-2025 -03_Camp Petosega Paving Improvements_1.22.25.pdf

version 12 – construction 7.30.24

REQUEST FOR PROPOSALS

Camp Petosega Paving Improvements

RFP # EC-01-2025 #03

ESTIMATED TIMELINE –

RFP Released January 22, 2025 Deadline to Submit Written Questions February 7, 2025 @ 3:00 PM EST Response to Questions February 14, 2025 @ 3:00 PM EST Proposal Due Date & Public Bid Opening – BOC Conf. Room February 21, 2025 @ 3:00 PM EST Project Review and Award Date Pending BOC Approval March 3, 2025 (tentative)

*BOC = Board of Commissioners

MANDATORY SITE VISIT – 11000 Camp Petosega Rd., Alanson, MI 49706, January 31, 2025, 10:00 AM EST.

RFP PROCUREMENT CONTACT – David R. Anolick, danolick@emmetcounty.org

Emmet County is soliciting proposals from prospective vendors to provide the County with paving services at Camp Petosega to be completed in April/May 2025. Substantial completion must be completed by May 31, 2025.

A copy of this RFP and any subsequent addenda or communications may be obtained from the County’s Purchasing page as well as on the BidNet Direct website at https://www.bidnetdirect.com.

Emmet County Administration Office • 200 Division Street, Suite G70 • Petoskey, Michigan 49770 www.emmetcounty.org mailto:danolick@emmetcounty.org https://www.bidnetdirect.com/

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RFP# EC-01-2025 #03

A. PROJECT BACKGROUND

Camp Petosega is a treasured family campground on the shores of Pickerel Lake in Emmet County, Michigan. With 90 campsites and seven rental cabins, families and individuals can find their perfect spot at this wooded, peaceful campground situated on 300 forested acres.

B. SCOPE OF WORK

The purpose of this request for proposal is to invite prospective vendors to submit a proposal to supply Emmet County with parking lot repaving services.

The Vendor shall provide the following related to this particular RFP:

A. All paving improvements described in the attached bid set of construction documents prepared by Sidock Group. Includes sheets C-001, C-100, C-101, C-200, C-201, C-202, C-203, C-204, C-205, C-300, C-301, C-302, C-303, C-304, C-500.

B. A detailed schedule of values to support the proposed fee.

C. Project schedule indicating substantial completion on or before May 31, 2025.

Multiple areas of Trenching, HMA Base Crushing and Shaping, Excavation, Culverts, Open-Graded Drainage Course, Sub-Base, Aggregate Base, HMA Paving, Shoulders, Approach, Traffic Control, Pavement Markings, and Restoration.

The project is set-up in five phases. The intent is to have all work complete prior to the Memorial Day Weekend. Submit a cost for each phase of work as well as the total cost of work.

An estimate of quantities for each Phase is attached for convenience. The Contractor is responsible to verify quantities necessary to complete the work as shown.

It is the intent that trenching be performed along the edge of the existing HMA to a 6-inch depth and width that will accommodate the final road width as shown. Aggregate material is to be placed to a depth of 2-1/2 inches loose measure over the existing HMA. Crushing to a depth of 6 to 8-inches is to be performed (4 – 6-inches below existing HMA Surface). The resultant material will be shaped and spread evenly over the required width.

If suitable, trenched material may be used as shoulder, CL III material or blended into slope restoration.

Contractor is to maintain crushed material within 2% of optimum moisture content. Contractor is to perform density testing of road base prior to paving and of HMA during paving. Contractor to provide testing reports to Owner within seven days of completion.

All work shall be in accordance with the MDOT Standard Specifications for Construction, and Emmet County Road Commission Standards, or, as otherwise required by the Project Plans. In event of discrepancy, the more stringent Standard applies.

ATTACHMENT: Estimate of Quantities by Phase

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Permits (if applicable): The work to be performed includes applying for, obtaining issuance of, complying with, and satisfying all required County and other governmental permits and permit conditions. The cost of all County permits will must be included within the proposal.

Disposal Requirements (if applicable): The selected vendor shall perform all work and lawfully dispose of all demolition debris, discarded waste, and other materials generated during the work.

C. SUBMITTALS

The Vendor shall also provide the following as requested for all County RFPs:

A. If applicable, provide continual or annual costs such as warranties or service contracts.

B. Description of its invoicing process. Invoices should itemize the date of service, reason for the service, the amount, and the vendor Tax ID number.

C. An opportunity for Emmet County to complete a final inspection before acceptance of the work.

D. Available financing options and terms.

In responding to this RFP, the vendor accepts full responsibility to understand the RFP in its entirety, and in detail, including making any inquiries to Emmet County as necessary to gain such understanding. The County reserves the right to disqualify any vendor who demonstrates less than such understanding. Further, Emmet County reserves the right to determine, at its sole discretion, whether the vendor has demonstrated such understanding. That right extends to cancellation of award, if award has been made. Such disqualification and/or cancellation shall be at no fault, cost, or liability whatsoever to Emmet County.

All information provided by Emmet County in this RFP is offered in good faith. Individual items are subject to change at any time. Emmet County makes no certification that any item is without error. Emmet County is not responsible or liable for any use of the information or for any claims asserted there from.

The County intends to select a vendor in March 2025 but it is not obligated to do so.

D. EVALUATION CRITERIA

Submittals will be evaluated and ranked to determine the best value to the County based on the following criteria:

A. Initial and Ongoing Costs for the Project B. Quality of the Work C. Conformity with Specifications and Suitability to the Requirements of the County D. Past Performance of the Vendor E. Warranty, service contracts, industry standards and references

The purpose of this competitive RFP is to promote a fair, most efficient means to obtain the best value to Emmet County, i.e., the proposal offering the best value, which shall be assessed in accordance with the evaluation criteria set forth in this RFP. Proposals will be reviewed by an internal committee where quotes will be evaluated and ranked on a consensus basis. Proposing bidders may be asked to participate in an interview to further discuss qualifications and to answer questions from the committee.

Emmet County reserves the right in its sole discretion to accept or reject any or all proposals, in whole or in part, without incurring any cost of liability whatsoever, and to waive informalities and minor irregularities in bids received. The County shall retain the RFP, and all related terms and conditions, exhibits and other attachments, in original form in any archival copy. Any modification of these, in the vendor’s submission, is grounds for immediate

4 | P a g e disqualification. If the selected vendor and Emmet County are not able to finalize contract terms for the intended goods or services requested in this RFP, the County reserves the right to select another vendor to provide the goods or services.

E. REPRESENTATIONS AND CERTIFICATIONS

Full name and address of the business with a short description of the business.

Include a description of the following:

A. Business organization B. Year established C. Federal ID number D. Michigan tax ID number, if applicable.

E. The business’ legal formation (e.g. corporation, sole proprietor, etc.)

F. State of incorporation, if applicable.

G. List the business’ officers (up to three).

H. List the location and address of the business’ office in Michigan that will provide the services requested.

I. Provide a list of business’ primary services. Provide a list of similar projects completed by the firm.

F. REFERENCES

RFP reviewers may solicit references from some or all client contacts provided. Please include at least three (3) references.

G. COMPENSATION / FEES

Identify all costs including expenses to be charged for performing the services necessary to accomplish the objectives of the contract. The respondent is to submit a fully detailed budget including staff costs and any expenses necessary to accomplish the tasks and to produce the deliverables under the contract. The County is tax exempt for state and local taxes, personal property tax, and real property taxes. Prices shall not include taxes, unless the County is not tax-exempt for a specific service or deliverable. Exemption certificates for sales tax will be furnished upon request.

Costs for subcontractors are to be broken out separately.

H. CONFLICT OF INTEREST

Disclose any conflicts or perceived conflicts of interest. Vendor shall to the extent practicable, disclose to the County the identity of vendor employees and relatives of vendor employees who are employed by the County as well as the identity of County employees who are employed by vendor.

Identify what procedures your firm utilizes to identify and resolve conflicts of interest.

I. COPIES OF THE FOLLOWING ITEMS:

A. Comprehensive General Liability and Property Damage coverage. (see below requirements) B. Professional Liability (Errors and Omissions) coverage.

C. Worker’s Compensation coverage. (see below requirements) D. Automobile Liability (see below requirements) E. Any and all relevant license/registration numbers.

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J. INSURANCE REQUIREMENTS, WARRANTY AND BONDS (as applicable)

The successful bidder shall have no right to or expectation of coverage under any insurance policies of the County.

Further, the successful bidder must meet the following minimum insurance requirements and provide proof of coverage on a Certificate of Liability Insurance form submitted with proposal:

1. If selected, a Certificate of insurance naming Emmet County as a certificate holder must be provided prior to the County’s execution of a contract and must bear evidence of all required terms and coverage and provide 30 days’ notice of cancellation or material changes to the coverage.

2. Certificate of insurance must name as an additional insured Emmet County, its agents, officers, officials, employees as additional insureds, as their interest may appear.

3. The Contractor shall be responsible for insuring all its tools, equipment and materials, which it may leave at the Project's work site. The County shall not be responsible for any loss or damage to the Contractor's tools, equipment and materials.

4. General Liability Coverage:

a. $500,000 Each Occurrence

b. $500,000 Property Damage

c. $5,000 Medical Expense

d. $500,000 Personal & Advertising Injury

e. $1,000,000 General Aggregate

f. $1,000,000 Products & Completed Operations

5. Automobile Liability:

a. $1,000,000 Combined Single Limit; or

b. $1,000,000 Bodily Injury

c. $500,000 Property Damage

6. Professional Liability (Errors and Omissions) Insurance:

[For contracts for professional services, e.g. Architect, Engineer, Doctors, Dentists, etc.]

a. $1,000,000 Each Occurrence

b. If on a claim-made basis, the Contractor shall purchase extended reporting period “tail” coverage for a minimum of three (3) years after termination of Agreement.

7. Workman’s Compensation insurance as required State statutory limits. If any proprietor, partner, executive, officer, member, or employee is excluded from worker’s compensation or if the Workers Compensation policy is for certificate purpose only, it must be stated on the certificate.

8. Cancellation Notice:

Workers' Compensation Insurance, General Liability Insurance and Automobile Liability Insurance, as described above, shall include an endorsement stating the following: "It is understood and agreed that Thirty (30) days Advance Written Notice of Cancelation, Non-Renewal, Reduction, and/or Material Change shall be sent to the office of the Emmet County Administrator.

If any of the above coverages expire during the term of the contract, the Contractor shall deliver renewal certificates and/or policies to the Emmet County Administrator at least ten (10) days prior to the expiration date.

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All insurance carriers must be licensed to do business in the State of Michigan and shall have and maintain a minimum A.M. Best’s rating of A-, unless otherwise approved by the County. The insurance company(s) issuing the policy(s) shall have no recourse against the County for subrogation, premiums, deductibles, or assessments of any form.

Warranty: In addition to any manufacturer and other warranties, the selected vendor guarantees and warrants that the work will be free from defects in workmanship and materials for a period of two (2) years from the date of the County’s final payment to the vendor.

Performance Bond: The selected vendor is responsible for furnishing and maintaining at its cost a Performance Bond. The performance bond shall be 25% of the contract amount, conditioned upon the faithful performance of the contract in accordance with the plans, specifications and terms thereof. The bond shall be solely for the protection of the governmental unit awarding the contract.

Payment Bond: The selected vendor is responsible for furnishing and maintaining at its cost a Payment Bond. The payment bond shall be 25% of the contract amount and shall be solely for the protection of claimants, supplying labor or materials to the principal contractor or his subcontractors in the prosecution of the work provided for in the contract.

K. LIABILITY AND INDEMNIFICATION

The selected vendor shall be liable for any injury or damage occurring on account of the performance of its work.

The selected vendor shall be required to indemnify, defend, and hold the County harmless for all claims, incurred by or asserted against the County, its elected and appointed officials, employees, agents and volunteers, by and person or entity, which are alleged to have been caused from the acts or omissions of vendor or vendor’s employees. The County’s right to indemnification is in excess and above any insurance required by the contract.

The vendor shall have no right against the County for indemnification, contribution or subrogation.

L. AMERICANS WITH DISABILITIES ACT (ADA) AND SECTION 508 COMPLIANCE

Vendors shall warrant that end users will be able to access the website in accordance with the accessibility requirements of the ADA and the Rehabilitation Act of 1973. The website will conform, where relevant to Web Content Accessibility Guidelines (WACG) 2.0.

M. BACKROUND CHECKS

Vendors that are selected to provide services that require access to law enforcement, Court facilities, Pellston Airport, and to other County locations after normal business hours, must undergo a background check by the Emmet County Sheriff’s Department. The County reserves the right to require background checks of vendor employees for other sensitive services.

N. NON-DISCRIMINATION

Vendor, and its subcontractors, shall not discriminate against an employee or an applicant for employment, in hiring, any terms and conditions of employment or matters of employment for any reason that is unrelated to the person’s ability to perform the duties of a particular job or position, in accordance with applicable federal and state law.

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O. DEBARMENT AND GRANT REQUIREMENTS

If a bidder is presently debarred, suspended, proposed for debarment, declared ineligible, or otherwise excluded from doing business with any government agency, which prohibits the bidder from participating in any procurement, the bidder must provide County with that information as part of their response. Failure to provide this information may result in disqualification of the response from consideration or termination of a purchase order or contract, if awarded.

To the extent that an awarded contract is funded in whole or in part by any federal or state grant, vendor will be required to comply with all applicable requirements in the grant.

P. TERMINATION OF CONTRACT:

When the vendor has not performed or has unsatisfactorily performed the contract or in the event, any of the provisions of the purchase order are violated, the County may serve written notice of its intention to terminate the contract and/or purchase order for default. Upon termination for default, payment will be withheld at the discretion of Emmet County. Failure on the part of a vendor to fulfill the contractual obligations shall be considered just cause for termination of the contract. The vendor will be paid for work satisfactorily performed prior to termination less any excess costs incurred by the County in procuring and completing the work. The County reserves the right to require termination of the contract for its convenience in the contract terms finalized with the selected vendor. If funds are not appropriated or otherwise made available to support continuation of performance, the County may terminate the agreement. Vendor shall be paid for work satisfactorily performed prior to termination.

Q. RIGHTS AND REMEDIES OF COUNTY FOR DEFAULT:

If any item furnished by the vendor fails to conform to specifications, or to the sample submitted by the vendor, the County may reject it. Upon rejection, the vendor must promptly reclaim and remove such item without expense to the County, and shall immediately replace all such rejected items with others conforming to such specification and samples. If the vendor fails to do so, the County has the right to purchase in the open market a corresponding quantity of any such items and to deduct from any monies due the vendor the difference between the prices named in the purchase order and the actual cost to the County. If the vendor fails to make prompt delivery of any item, the County has the right to purchase such item in the open market and to deduct from any monies due the vendor the difference between the prices named in the purchase order and the actual replacement cost to the County. The rights and remedies of the County identified above are in addition to any other rights and remedies provided by law or under the purchase order.

R. INSTRUCTIONS FOR FIRMS:

For your bid to qualify, you must submit three (3) hard copies in your SEALED BID no later than 3:00 PM EST on February 21, 2025 to:

EMMET COUNTY FINANCE DEPARTMENT

ATTN: Priscilla Meyer, Administration Office

200 DIVISION STREET, SUITE G70

PETOSKEY, MI 49770

1. Response to this RFP MUST be clearly marked RFP# EC-01-2025 #03 – Camp Petosega Paving Improvements.

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2. Questions shall be submitted in writing to David R. Anolick at danolick@emmetcounty.org no later than 3:00 PM EST on February 7, 2025.

3. This RFP, any addendums, and any potential questions and answers will be posted on the Emmet County website at https://www.emmetcounty.org/open-bids-rfps/.

4. The County reserves the right, in its sole discretion, to reject any and all proposals, or parts of any proposal, for any reason whatsoever and waive technicalities.

5. The County will only accept proposals that are responsive to the RFP and are prepared and submitted in compliance with the requirements set forth in this RFP.

6. Emmet County will not award any proposal to an individual or business having any outstanding amounts due from a prior Contract or business relationship with the County or who owes any amount(s) for delinquent Federal, State or Local taxes, fees and licenses.

No late submissions will be accepted.

https://www.emmetcounty.org/open-bids-rfps/

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IRAN LINKED BUSINESS CLAUSE

The Respondent who is selected as Consultant shall certify to the County that neither it nor any of its successors, parent companies, subsidiaries, or companies under common ownership or control of the Consultant, are an “Iran Linked Business” engaged in investment activities of $20,000,000.00 or more with the energy sector of Iran, within the meaning of Michigan Public Act 517 of 2012. It is expressly understood and agreed that the Consultant shall not become an “Iran linked business” during the term of this Agreement.

NOTE: IF A PERSON OR ENTITY FALSELY CERTIFIES THAT IT IS NOT AN IRAN LINKED BUSINESS AS DEFINED BY PUBLIC ACT 517 OF 2012, IT WILL BE RESPONSIBLE FOR CIVIL PENALTIES OF NOT MORE THAN $250,000.00 OR TWO TIMES THE AMOUNT OF THE CONTRACT FOR WHICH THE FALSE CERTIFICATION WAS MADE, WHICHEVER IS GREATER, PLUS COSTS OF INVESTIGATION AND REASONABLE ATTORNEY FEES INCURRED, AS MORE FULLY SET FORTH IN

SECTION 5 OF ACT NO. 517, PUBLIC ACTS OF 2012.

CERTIFICATION

I hereby state that I have read, have become thoroughly familiar with, understand, and accept the terms and scope of work contained in the RFP. I hereby state that all of the information I have provided is true, accurate and complete.

I hereby state that I have authority to submit this RFP, which will become the basis for a binding contract if accepted by the Emmet County. I hereby state that this quote will remain valid for sixty (60) days from this certification date.

Signature: _____________________________________________________________________________

Print Name: ___________________________________________________________________________

Title: _______________________________________________ Date: _____________________________

Company Name: _______________________________________________________________________

Address: ______________________________________________________________________________

Contact Name: _________________________________________________________________________

Phone: _____________________________________ Email: __________________________________

MINORITY VENDOR CERTIFICATIONS

Please check all that apply:

The vendor represents that it IS IS NOT a woman or women-owned business.

The vendor represents that it IS IS NOT a minority-owned business.

The vendor represents that it IS IS NOT a disadvantaged business enterprise.

The contractor represents and warrants that the company meets the above and can provide supportive documentation upon request. Any lines left unchecked will be considered as if the “IS NOT” box has been checked.

Authorized Agent Signature Date

Authorized Agent Printed Name

How did you learn of this RFP? BidNet County Website

(circle all that apply) County Employee Other ________________

Job: Camp Pet-O-Se-Ga

Owner: Emmet County

Description:

1 Mobilization, Max 5% 1,500 500 1,600 1,100 5,000 9700 DLRS

2 Erosion Control, Silt Fence 940 290 690 0 420 2340 LFT

3 Traffic Control 1,000 500 750 250 2,500 5000 DLRS

4 Culvert, Rem 0 0 1 0 0 1 EACH

5 HMA Surface, Rem 9.0 0.0 0 0.0 0.0 9.0 SYD

6 Concrete Pavt, Rem 0 0 0 0 9 9 SYD

7 Trenching 8.7 2.3 6.7 1.7 2.1 21.5 STA

8 Earth Excavation 0 0 60 0 255 315 CYD

9 Wooden Bollard, Rem 0 0 5 0 0 5 EACH

10 Subbase, 12 inch CIP (MDOT CL II) 0 0 35 0 155 190 CYD

11 Aggregate Base (MDOT 21AA or 22A) 104 36 116 100 520 876 TON

12 HMA Base Crushing & Shaping 900 315 685 865 3,100 5865 SYD

13 Open Graded Drainage Trench 0 0 40 0 0 40 LFT

14 Approach, CL III, CIP 6 0 0 0 0 6 TON

15 HMA, 4EL (250#/SYD) 105 40 99 108 435 787 TON

16 Shoulder CL III, CIP 13 4 11 5 9 42 TON

17 Concrete Pavt, 8" 0 0 0 0 120 120 SFT

18 Culvert, CL A, 12 inch 0 0 30 0 0 30 LFT

19 Bollards 0 0 0 0 2 2 EACH

20 Turf Restoration 195 95 175 84 185 734 SYD

21 Pavement Marking 850 250 700 1,250 4,500 7550 DLRS

22 Signage (Parking, Traffic) 0 0 0 1 4 5 EACH

Total Estimated Quantity

HMA drive and parking lot crush and shape, HMA paving, parking expansion, dumpster pad, and pavement marking estimated quantities

Unit

Phase 1 - Entry to

South Lot -

~500 LFT

Phase 2 - S.

Parking Lot to

Bridge -

~140 LFT

Phase 3 - Bridge To N. Parking Lot - ~360

LFT

Phase 4 - North

Parking Lot -

~7,500 SFT

Phase 5 - South

Parking Lot -

~28,000 SFT

& 4,200 SFT

New

Removals

Roads and Parking Lot

Restoration & Amenities

Item Number Description

General Conditions & SESC

EMMET COUNTY

CAMP PET-O-SE-GA HMA PAVING IMPROVEMENTS

Alanson, Emmet County, Michigan

LAKE

MICHIGAN

LAKE

SUPERIOR

LAKE

ERIE

LAKE

HURON

C-001

COVER SHEET

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND

CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE

PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

ARCHITECTSENGINEERS CONSULTANTS

2001 Ashum St.

Sault Ste. Marie, Michigan 49783

Ph: (906)632-1500

Sault Ste. Marie Office

50% REVIEW01-09-2025

TJR

JMM

JMM

BIDDING01-22-2025

EMMET COUNTY

200 DIVISION ST.

PETOSKEY, MI

49770

CAMP PET-O-SE-GA

HMA PAVING

IMPROVEMENTS

11000 CAMP PET-O-SE-GA ROAD

ALANSON, MI 49706

624563.A

SHEET INDEX

NO.

C-001 COVER SHEET

TITLE

C-100

LEGENDC-101

NOTES

C-200 SOIL EROSION AND SEDIMENTATION CONTROL

C-201 PHASE 1 EXISTING CONDITIONS & DEMOLITION

C-202

C-204

C-300 PHASE 1 PROPOSED IMPROVEMENTS

C-205

C-203

PHASE 2 EXISTING CONDITIONS & DEMOLITION

PHASE 3 EXISTING CONDITIONS & DEMOLITION

PHASE 4 EXISTING CONDITIONS & DEMOLITION

PHASE 5 EXISTING CONDITIONS & DEMOLITION

C-301 PHASE 2 PROPOSED IMPROVEMENTS

C-302 PHASE 3 PROPOSED IMPROVEMENTS

C-303 PHASE 4 PROPOSED IMPROVEMENTS

C-304 PHASE 5 PROPOSED IMPROVEMENTS

C-500 DETAILS

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SCHOOLCRAFT

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MANISTEE

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OCEANA

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MUSKEGON

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MASON

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BERRIEN

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GOGEBIC

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DICKINSON

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MENOMINEE

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DELTA

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ONTONAGON

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IRON

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BARAGA

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HOUGHTON

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KEWEENAW

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MARQUETTE

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ALGER

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ST. CLAIR

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HILLSDALE

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CASS

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ST. JOSEPH

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BRANCH

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LENAWEE

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MONROE

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GLADWIN

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MIDLAND

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JACKSON

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BARRY

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VAN BUREN

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ALLEGAN

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KALAMAZOO

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OTTAWA

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KENT

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EATON

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CALHOUN

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IONIA

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CLINTON

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MECOSTA

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OSCEOLA

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NEWAYGO

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LAKE

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ISABELLA

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MONTCALM

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GRATIOT

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CLARE

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INGHAM

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WASHTENAW

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LIVINGSTON

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SHIAWASSEE

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GENESEE

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OAKLAND

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WAYNE

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LAPEER

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MACOMB

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TUSCOLA

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SAGINAW

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ARENAC

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BAY

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SANILAC

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HURON

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ANTRIM

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GRAND TRAVERSE

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WEXFORD

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LELANAU

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BENZIE

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MISSAUKEE

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ROSCOMMON

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KALKASKA

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CRAWFORD

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OTSEGO

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CHALEVOIX

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EMMET

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CHEBOYGAN

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MACKINAC

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OGEMAW

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IOSCO

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OSCODA

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MONTMORENCY

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ALCONA

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ALPENA

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PRESQUE ISLE

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LUCE

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CHIPPEWA

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PROJECT LOCATION

AutoCAD SHX Text JEFFREY MARTIN MUDROCH ENGINEER No. 6201039173

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CLEARING, GRUBBING, & EARTHWORK

1. AT THE START OF EARTHWORK OPERATIONS, ALL SURFACE VEGETATION SHALL BE CLEARED

AND THE EXISTING TOPSOIL AND ANY OTHER ORGANIC SOILS SHALL BE REMOVED IN THEIR

ENTIRETY FROM BELOW THE PROPOSED BUILDING AND PAVEMENT AREAS AND

STOCKPILED FOR LATER RE-USE. CONCRETE, STUMPS AND OTHER DEBRIS SHALL BE

REMOVED COMPLETELY FROM WITHIN THE WORK AREA. DISPOSE OF VEGETATIVE

MATTER AND DEBRIS OFFSITE.

2. THE SUB-GRADE SHOULD BE THOROUGHLY PROOF-ROLLED WITH A HEAVY RUBBER-TIRED

VEHICLE SUCH AS A LOADED DUMP TRUCK. ANY AREAS THAT EXHIBIT EXCESSIVE PUMPING

AND YIELDING DURING PROOF-ROLLING SHOULD BE STABILIZED BY AERATION, DRYING

AND COMPACTION IF WEATHER CONDITIONS ARE FAVORABLE, OR REMOVAL AND

REPLACEMENT WITH ENGINEERED FILL.

3. ALL EXCAVATIONS ARE SUBJECT TO THE APPROVAL OF THE DESIGNER OF RECORD WHO

SHALL BE CONSULTED WHEN POOR SOIL, WATER, OBSTRUCTIONS, PIPING, EXISTING

FOOTINGS, EXCAVATIONS, ETC. ARE ENCOUNTERED.

4. CONTRACTOR SHALL FURNISH AND OPERATE ALL REQUIRED DEWATERING EQUIPMENT OR

OBTAIN A SUBCONTRACTOR SPECIALIZING IN DEWATERING TO MAINTAIN A DRY

EXCAVATION UNTIL BACKFILL IS COMPLETE. SEE SPECIFICATIONS FOR FURTHER

REQUIREMENTS.

5. MATERIAL FOR BACKFILL OR ENGINEERED FILL REQUIRED TO ACHIEVE DESIGN GRADES

SHOULD CONSIST OF NON-ORGANIC SOILS AND HAVE NO CLUMPS LARGER THAN 2 INCH IN

ANY DIMENSION. THE ON-SITE SOILS THAT ARE FREE OF ORGANIC MATTER AND DEBRIS

LESS THAN 2 INCHES IN ANY DIMENSION MAY BE USED FOR ENGINEERED FILL WITH

ENGINEERS APPROVAL.

6. BACKFILL MATERIAL SHALL BE COMPACTED TO 95% OF ITS' MAXIMUM DENSITY AS

DETERMINED BY THE MODIFIED PROCTOR METHODS (ASTM D1557), IN LIFTS NOT

EXCEEDING 12-INCHES IN LOOSE THICKNESS.

7. FROZEN MATERIAL SHALL NOT BE USED AS FILL, NOR SHALL FILL BE PLACED ON FROZEN

SUB-GRADE.

8. BACKFILL GRADE BEAMS, FOOTINGS, AND STRUCTURES EQUALLY TO PREVENT ECCENTRIC

LOADINGS.

9. CONSTRUCTION DRAINAGE: STORM WATER ACCUMULATED IN THE PROJECT SITE

EXCAVATIONS IS TO DRAIN BY NATURAL PERCOLATION.

10. SLOPE SMOOTHLY BETWEEN INDICATED ELEVATIONS. SLOPE ALL EARTH BANKS 4:1 OR

FLATTER.

11. NEW GRADES SHOWN ARE FINISHED GRADES AND INCLUDES TOP OF TOPSOIL OR

SURFACES SUCH AS PAVEMENTS AND WALKS.

12. PROVIDE 4 INCHES OF TOPSOIL, SEED AND MULCH AT DISTURBED LAWN AREAS, EXCEPT AS

NOTED OTHERWISE. REUSE SALVAGED TOPSOIL, AUGMENT WITH IMPORTED MATERIAL TO

ACHIEVE REQUIRED DEPTH. EXISTING TOPSOIL SHALL BE STOCKPILED AND PREPARED FOR

RE-USE ON THE PROJECT.

13. TREES: TREES NOT INDICATED TO BE REMOVED OR TRANSPLANTED SHALL BE FENCED OFF

WITH 4' HIGH ORANGE CONSTRUCTION FENCE 10' FROM THE DRIP LINE OF THE TREE. ALL

MATERIALS GENERATED FROM REMOVING TREES OR STUMPS SHALL BE HANDLED AND

DISPOSED OF AS PER THE MICHIGAN DEPARTMENT OF AGRICULTURE REQUIREMENTS.

COST SHALL BE INCLUDED IN THE COST OF THE WORK.

14. GREAT CARE SHALL BE TAKEN BY CONTRACTOR'S TO AVOID DAMAGE TO VEGETATION

OUTSIDE THE LIMITS OF CONSTRUCTION AND TO KEEP THE CONSTRUCTION AREAS TO A

MINIMUM. DRIVING SHALL NOT BE PERMITTED OUTSIDE THE LIMITS OF CONSTRUCTION.

15. EARTHWORK QUANTITIES ARE ESTIMATES ONLY. CONTRACTOR IS RESPONSIBLE FOR

DETERMINING THEIR OWN QUANTITIES FOR CONSTRUCTION PURPOSES.

SOIL EROSION AND SEDIMENTATION CONTROL

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION, MAINTENANCE, AND

DOCUMENTATION OF SEDIMENTATION, EROSION CONTROL, AND STORM WATER QUALITY

RELATED TO THE PROJECT. THIS SHALL BE DONE IN ACCORDANCE WITH PART 91, SOIL

EROSION AND SEDIMENTATION CONTROL, OF THE NATURAL RESOURCES AND

ENVIRONMENTAL PROTECTION ACT.

2. INSPECTIONS SHALL BE MADE WEEKLY AND AFTER RAIN EVENTS TO DETERMINE THE

EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY NECESSARY

IMPROVEMENTS OR REPAIRS SHALL BE PERFORMED WITHOUT DELAY.

3. SEDIMENT AND EROSION FROM ALL WORK AREAS SHALL BE CONTAINED ON THE SITE,

AWAY FROM WETLANDS, OUTFALLS, WATERWAYS, AND ENVIRONMENTALLY SENSITIVE

AREAS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS,

STORM DRAINS, LAKES, AND PONDS.

4. PROVIDE MULCH BLANKETS FOR ALL SLOPES GREATER THAN 4:1. PROVIDE JUTE MATTING

OR HI-VELOCITY MULCH BLANKETS ON SLOPES GREATER THAN 3:1. STAKE PER

MANUFACTURERS RECOMMENDATIONS.

5. MAINTAIN EROSION CONTROL MEASURES UNTIL CONSTRUCTION IS COMPLETE AND LAWN

AREAS ARE FULLY DEVELOPED.

6. REMOVE TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES UPON

COMPLETION OF PROJECT.

7. IF AN EXISTING STORM SEWER SYSTEM HAS RECEIVED EXCESSIVE LOADING OF

SEDIMENTATION IN THE OPINION OF THE ENGINEER, THE SYSTEM DOWN STREAM SHALL BE

CLEANED IN ITS ENTIRETY. THIS MAY INCLUDE JETTING OF THE STORM SEWER AND

VACTORING OF THE DRAINAGE STRUCTURES. COST WILL BE INCIDENTAL TO THE UNIT

PRICE OF OTHER WORK.

8. IF THE CONTRACTOR FAILS TO FOLLOW THE GUIDELINES IDENTIFIED ABOVE, THE OWNER

WILL SUSPEND WORK UNTIL REMEDIAL ACTION HAS BEEN PERFORMED.

GENERAL CIVIL NOTES

1. PRIOR TO SUBMITTING PROPOSAL, VERIFY ALL CONDITIONS GOVERNING OR AFFECTING

THE CIVIL WORK; OBTAIN AND VERIFY ALL DIMENSIONS TO ENSURE THE PROPER FIT AND

LOCATION OF THE CIVIL WORK, TAKE ADDITIONAL DIMENSIONS AS REQUIRED; REPORT TO

THE ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE

AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK;

FAMILIARIZE YOURSELF WITH THE ACTUAL CONDITIONS OF THE CIVIL WORK, ACCESS TO

THE SITE, AVAILABLE STORAGE SPACE, FACILITIES AND OBSTRUCTIONS THAT MAY BE

ENCOUNTERED DURING THE PROGRESS OF WORK.

2. CONTRACTOR TO FURNISH ALL NECESSARY LABOR, MATERIAL, EQUIPMENT AND FACILITIES

TO FURNISH, FABRICATE AND PERFORM THE REQUIRED CIVIL WORK.

3. ANY EXISTING CONSTRUCTION TO BE MODIFIED AS A PART OF THIS CONTRACT SHALL BE

REBUILT AS REQUIRED TO ITS PREVIOUS CONDITION OR BETTER.

4. EXISTING CONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAIN UNDISTURBED,

WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS

CONTRACT, THE EXISTING CONSTRUCTION SHALL BE RESTORED TO ITS PREVIOUS

CONDITION BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT.

5. CONTRACTOR SHALL RETAIN THE SERVICES OF A QUALIFIED INDEPENDENT THIRD PARTY TO

PROVIDE QUALITY CONTROL SERVICES AS REQUIRED FOR THIS PROJECT.

THE OWNER MAY RETAIN AN INDEPENDENT TESTING AGENCY TO VERIFY COMPLIANCE

WITH THE REQUIREMENTS OF THE WORK. CONTRACTOR SHALL PROVIDE ACCESS AND

ACCOMMODATE OWNERS REPRESENTATIVE AS REQUIRED FOR TESTING PURPOSES.

6. ALL WORK REFERENCED TO THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATION FOR CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION

AND ERRATA, UNLESS MODIFIED HEREIN.

7. THE GENERAL CIVIL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND

SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS,

AND/OR THE GENERAL CIVIL NOTES, THE STRICTEST PROVISION AS DETERMINED BY THE

ENGINEER SHALL GOVERN.

8. ALL MATERIALS, WORK, AND WORKMANSHIP SHALL CONFORM TO APPLICABLE FEDERAL,

STATE AND LOCAL CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS,

AND UTILITY COMPANY REGULATIONS.

9. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION SAFETY STANDARDS AND THE

OCCUPATIONAL SAFETY STANDARDS (OSHA) AS ISSUED BY THE U.S. DEPARTMENT OF

LABOR AND THE MICHIGAN DEPARTMENT OF LABOR (MIOSHA).

10. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL THE EXISTING CONDITIONS

AT THE SITE INCLUDING UTILITIES, SERVICES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR

ANY DAMAGES THEY CAUSE TO BOTH EXISTING, NEW CONSTRUCTION, PROPERTY AND ANY

UNAUTHORIZED DISRUPTION TO ADJACENT OWNERS NORMAL USE OF UTILITIES, SERVICES,

AND THE SURROUNDING FACILITIES.

11. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION PRIOR TO MAKING CHANGES TO, OR

INTERRUPTIONS OF UTILITIES AND SHALL COMPLY WITH SPECIAL INSTRUCTIONS FROM THE

OWNER TO MINIMIZE THE EFFECT ON THEIR OPERATIONS. PRIOR TO ANY EXCAVATION,

EARTH MOVING WORK OR REMOVAL OF ANY PIPE FROM SERVICE, THE CONTRACTOR

SHALL REVIEW WITH THE OWNER'S REPRESENTATIVE THE LOCATION OF THE

UNDERGROUND UTILITIES, SERVICE AND STRUCTURES IN THE AREA WHERE THE WORK IS

BEING PERFORMED. PROVIDE FULL TIME SUPERVISION DURING ALL EXCAVATION AND

EARTH MOVING OPERATIONS AND TAKE ALL RESPONSIBLE PRECAUTIONS TO PROTECT

EXISTING UTILITIES, SERVICES AND OPERATIONS FROM DAMAGE OR DISRUPTIONS. ALL

DAMAGE SHALL BE IMMEDIATELY REPAIRED

12. PROVIDE BARRIER PROTECTION FOR VEHICULAR AND PEDESTRIAN TRAFFIC AT

EXCAVATIONS. TEMPORARY FENCING, BARRICADING AND PEDESTRIAN ROUTING SHALL BE

COORDINATED WITH AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION.

13. ALL WORK IN THE PUBLIC RIGHT OF WAY SHALL BE DONE WITH THE PRIOR KNOWLEDGE

AND CONSENT OF OFFICIALS HAVING JURISDICTION. MINIMIZE DISRUPTION OF TRAFFIC

FLOW DURING WORK.

14. DISPOSE OF ALL UNSUITABLE SOILS AND WASTE MATERIALS (NEW AND EXISTING) OFF SITE

IN A LEGAL MANNER. ALL SPOILS ARE TO BE PLACED IN A TYPE II LANDFILL UNLESS

OTHERWISE DIRECTED BY THE OWNERS ENVIRONMENTAL CONSULTANT. REFER TO

OTWELL MAWBY'S WORK PLAN FOR SPECIFIC REQUIREMENTS.

15. PERFORM FINAL CLEANUP OF WORK AREAS. LEAVE WORK IN A COMPLETE AND

ACCEPTABLE MANNER. PERFORM ALL ACTIVITIES NECESSARY TO ACHIEVE COMPLETION

WHETHER SPECIFICALLY SHOWN OR DETAILED ON THE DRAWINGS.

16. ALL CIVIL WORK SHALL BE COORDINATED WITH AND IN CONJUNCTION WITH THE WORK OF

THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND

LANDSCAPE PLANS.

17. A GEOTECHNICAL REPORT HAS NOT BEEN PREPARED FOR THIS SITE.

18. IF ANY ARTIFACTS ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP AND

THE OWNERS' REPRESENTATIVE/ PROJECT MANAGER SHALL BE IMMEDIATELY NOTIFIED.

ARTIFACTS OR ARCHEOLOGICAL MATERIALS ARE DEFINED AS: ABORIGINAL ANTIQUITIES,

AND OTHER RECORDS OF ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE

SITES, CAMPSITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE

OR COPPER IMPLEMENTS, POTTERY OR SHARDS OF POTTERY, OR OTHER OBJECTS RELATING

TO NATIVE AMERICAN OCCUPATION; MODERN ARTIFACTS, SUCH AS FORTS, RELICS AND

OTHER ARTIFACTS RELATING TO HISTORIC, COLONIAL, TERRITORIAL AND EARLY

STATEHOOD PERIODS.

SEQUENCE OF EROSION AND SEDIMENTATION CONTROL OPERATIONS:

1. CONTRACTOR SHALL PREPARE A CONSTRUCTION SEQUENCE AND SESC PLAN AND SUBMIT FOR

APPROVAL PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS.

2. A PERIMETER DEFENSE WILL BE INSTALLED PRIOR TO CONSTRUCTION TO CONTAIN RUNOFF FROM ALL PROPOSED DISTURBED AREAS. SEDIMENT CONTROL WILL BE INITIATED WHICH WILL CONSIST OF

MAINTAINING ALL EXISTING VEGETATION AND DIRECTING ALL RUNOFF ON SITE.

3. DURING CONSTRUCTION THE ENDS OF ALL OPEN PIPES WILL BE PROTECTED BY FILTER FABRIC, STONE FILTERS OR OTHER APPROVED MEANS. ALL DRAINAGE STRUCTURES SHALL HAVE INLET PROTECTION, FABRIC DROP INSTALLED.

4. AT THE COMPLETION OF THE CONSTRUCTION, TEMPORARY CONTROL MEASURES ARE TO BE

REMOVED AND CONVERTED TO PERMANENT CONTROLS. FINAL GRADING IS TO BE COMPLETED AND THE GROUND PERMANENTLY STABILIZED. FILTER FABRIC FENCES SHALL BE REMOVED AND ANY BARE SPOTS ARE TO BE SEEDED. CATCH BASINS AND DRAIN INLETS ARE TO BE CAREFULLY UNCOVERED

AND ANY SEDIMENT OR DEBRIS IS TO BE REMOVED.

5. CONTRACTOR IS TO SEED CRITICAL AREAS IDENTIFIED BY OWNER OR OWNER'S REPRESENTATIVE DAILY, WHEN THOSE AREAS ARE SUBJECT TO EARTH CHANGES. CONTRACTOR IS ALSO RESPONSIBLE FOR REGULAR MAINTENANCE OF PLANT COVER IN THESE AREAS. COVER SHALL BE MAINTAINED SO

AS TO CONTROL SOIL EROSION.

6. ALL DENUDED AREA'S ARE TO BE SEEDED AND MULCHED DAILY, UPON COMPLETION OF FINAL

GRADING.

7. AT THE CONCLUSION OF CONSTRUCTION, THE OWNER WILL ASSUME THE RESPONSIBILITY FOR

PERMANENT MAINTENANCE OF THE EROSION AND SEDIMENTATION CONTROL MEASURES.

8. PROVIDE DUST CONTROL AS NEEDED. WATER SHALL BE IMPLEMENTED AS NEEDED.

HMA PAVING

1. ALL HOT MIX ASPHALT AND CONCRETE PAVING SHALL CONFORM TO THE 2020 MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION.

2. RESTORE PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACT OPERATIONS TO THEIR

ORIGINAL CONDITION OR BETTER.

3. PROTECT PAVEMENT AFTER FINAL ROLLING FROM VEHICULAR TRAFFIC UNTIL THE SURFACE HAS

COOLED SUFFICIENTLY TO PREVENT ABRASION.

4. PROVIDE 4 INCH WIDE WHITE PAINT STRIPING FOR LANE STRIPING AND PARKING STALLS. PROVIDE 4 INCH WIDE YELLOW PAINT STRIPING FOR NO PARKING AREAS. PROVIDE 4 INCH WIDE BLUE PAINT STRIPING FOR HANDICAP ACCESSIBLE STALLS. ALL STRIPING TO BE PER 2020 MDOT SSFC REGULAR

DRY PAVEMENT MARKINGS.

5. LANE MARKING SYMBOLS, ARROWS, STOP BARS, ETC. SHALL BE THERMO PLASTIC ROLLED INTO HMA

PER MANUFACTURERS RECOMMENDATIONS.

HAZARDOUS MATERIALS

1. HAZARDOUS MATERIALS: THERE WILL BE NO ONSITE STORAGE OF CHEMICALS, SALTS, FLAMMABLE

MATERIALS, OR HAZARDOUS MATERIALS.

UTILITIES

1. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, 2013, THE CONTRACTOR SHALL DIAL 1-800-482-7171, 811, OR ONLINE AT ELOCATE. MISSDIG.ORG A

MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS

PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN

PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF

THE "MISS DIG" ALERT SYSTEM.

2.

MINIMUM COVER OF UNDERGROUND UTILITIES:

WATER 6 FT OUTSIDE THE INFLUENCE OF DRIVEN WAY, 7 FT WITHIN

NATURAL GAS 2.5 FT

SANITARY SEWERS 4.0 FT

ALL OTHERS 2.5 FT

PROVIDE TEMPORARY PROTECTION AS REQUIRED UNTIL COVER IS COMPLETED. INFORM

OWNER'S REPRESENTATIVE IF AVAILABLE COVER, AT INDICATED ELEVATIONS, IS LESS THAN

MINIMUM.

3. EXISTING UTILITIES: INFORMATION HAS BEEN OBTAINED FROM EXISTING AVAILABLE DRAWINGS AND

SURFACE FEATURES SHOWN ON THE TOPOGRAPHIC SURVEY. VERIFY THE INFORMATION BEFORE

CONSTRUCTION. NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES OR INTERFERENCES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER LINES, STORM OR SEWER MAINS DURING THE CONSTRUCTION OF THIS PROJECT. THEY SHALL BE REPAIRED TO THE

SATISFACTION OF THE ENGINEER AT NO ADDITIONAL COST TO THE PROJECT.

5. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE DRAWINGS ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE

FOR DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS PRIOR TO THE START OF

CONSTRUCTION.

6. ADJUST THE FRAME AND COVER OF CATCH BASINS AND MANHOLES THAT ARE NOT INDICATED TO BE

ABANDONED OR REMOVED, TO FINISH GRADE ELEVATION. ADJUSTMENTS SHALL BE MADE USING

PRECAST GRADE RINGS.

7. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. THE OWNER'S REPRESENTATIVE

MAY CONFIRM, ADJUST OR REVISE DESIGN ELEVATIONS OF THE PROPOSED UTILITIES.

8. ALL CONNECTIONS TO EXISTING MUNICIPAL UTILITIES SHALL BE OBSERVED BY AN OFFICIAL OF THE

MUNICIPALITY OR THEIR DESIGNATED REPRESENTATIVE.

9. PROVIDE A MINIMUM OF 24 HOURS NOTICE TO MUNICIPALITY PRIOR TO MAKING CONNECTIONS.

ONCE PER DAY OR EVERY

50 CYD OR PORTION THEREOF

(1-7 DAY, 2-28 DAY, 2 HOLD)

ONCE PER DAY OR EVERY

50 CYD OR PORTION THEREOF

(1-7 DAY, 2-28 DAY, 2 HOLD)

CONCRETE CAST IN-PLACE

1. WORK SHALL BE PERFORMED BY A FIRM EXPERIENCED IN THE PLACEMENT AND FINISHING OF WORK OF THIS NATURE. AND CONFORM TO THE REQUIREMENTS OF ACI 301 EXCEPT AS SPECIFIED BY

STRUCTURAL REQUIREMENTS ON THE DRAWINGS OR SPECIFICATIONS.

2. ALL EXTERIOR CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI, MAXIMUM W/C RATIO OF 0.45%, AND AIR ENTRAINMENT OF 5%, +/- 1%.

3. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND BE PROVIDED IN FLAT SHEETS.

OVERLAP 8 INCHES BETWEEN SHEETS.

4. CONSTRUCT JOINTS TRUE TO LINE WITH SURFACE'S PERPENDICULAR TO SURFACE PLANE OF CONCRETE.

5. CONSTRUCT CONTRACTION JOINTS AS SHOWN ON THE DRAWINGS OR MDOT DETAILS R-28 AND R-29.

6. APPLY A NON-SLIP BROOM FINISH TO ALL EXTERIOR CONCRETE UNLESS INDICATED OTHERWISE.

7. PROTECT CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES.

8. PREVENT TRAFFIC OR PLACEMENT OF LOADS ON CONCRETE PRIOR TO REACHING DESIGN STRENGTH.

REPLACE THOSE SECTIONS PREMATURELY LOADED.

CONTRACTOR REQUIRED QUALITY CONTROL

1. CONTRACTOR SHALL RETAIN AND PAY FOR QUALITY CONTROL SERVICES FROM AN INDEPENDENT

THIRD PARTY QUALIFIED TO PERFORM THESE SERVICES.

2. INSPECTOR / TECHNICIAN MUST HAVE CURRENT CERTIFICATION TO PERFORM THE RESPECTIVE TASKS.

3. TESTS SHALL BE PERFORMED ON THE FOLLOWING MATERIALS AT THE SPECIFIED FREQUENCY

A.) GRANULAR SUB-BASE : DENSITY 1/1500 SFT/PER 12 IN LIFT

GRADATION 1/500 CYD

B.) AGGREGATE BASE, DENSITY 1/1000 SFT

SURFACE COURSE GRADATION 1/300 CYD

AND SHOULDERS :

C.) HMA : DENSITY 1/500 SYD PER LIFT

D.) CONCRETE : SLUMP 1/50 CYD

AIR % 1/50 CYD

COMPRESSIVE STRENGTH 5 CYLINDERS/50 CYD

E.) TRENCH BACKFILL : ONCE PER LIFT EVERY 250 LINEAL FEET OF TRENCH

F.) EMBANKMENT: DENSITY 1/2500 SFT/PER 12 INCH LIFT

PROCTOR ONE PER SOURCE AND THEN

EVERY CHANGE IN MATERIAL

EITHER SOURCE OR COMPOSITION

4. PROVIDE RESULTS TO OWNER AND ENGINEER NO LATER THAN 5 DAYS AFTER TESTING.

5. NON-PASSING TESTS ARE TO BE REWORKED BY CONTRACTOR UNTIL ACCEPTABLE RESULTS ARE

OBTAINED.

AS CONSTRUCTED RECORD

1. CONTRACTOR TO PROVIDE ENGINEER A SET OF "AS-BUILT" RECORD DRAWINGS SHOWING ANY

REVISIONS TO PROPOSED PLAN IN RED.

2. ALL BURIED WORK SHALL BE WITNESSED AT EACH CHANGE IN DIRECTION, CONNECTION POINT, AND

FOUNDATION PENETRATION.

3. WITNESS POINTS SHALL BE TO PERMANENT FEATURES (POWER POLES, FIRE HYDRANTS, MANHOLE FRAME & LID, ETC.) AND SHALL BE TO THREE FEATURES. IF ONLY TWO FEATURES ARE AVAILABLE, THEY

SHALL BE BETWEEN 120 AND 180 DEGREES APART.

4. FINAL PAYMENT WILL NOT BE MADE UNTIL THE AS-CONSTRUCTED DRAWINGS ARE PROVIDED TO AND

ACCEPTED BY THE ENGINEER.

SUBMITTALS:

1. SUBMIT ELECTRONIC VERSIONS (PDF) FOR SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER

SUBMITTALS.

2. SUBMITTALS SHALL BE NUMBERED SEQUENTIALLY. RESUBMISSIONS SHALL UTILIZE SAME NUMBER AS ORIGINAL BUT SHALL BE DESIGNATED AS A RESUBMITTAL BY THE ADDITION OF A LETTER FOLLOWING

THE NUMERIC IDENTIFIER. (IE: ORIGINAL - 1, RESUBMITTAL - 1A)

3. ALLOW 10 DAYS FOR INITIAL REVIEWS, 7 DAYS FOR RESUBMITTALS.

4. INCLUDE FOLLOWING ON EACH SUBMITTAL:

A. PRIME CONTRACTOR'S NAME

B. SUBCONTRACTOR'S NAME (INSTALLER)

C. NAME OF SUPPLIER

D. PROJECT NAME

E. DATE

5. PROVIDE ADEQUATE CLEAR SPACE (2 1/2" X 2 1/2") FOR ENGINEERS USE IN APPROVAL MARKINGS AND

ACTION.

6. SUBMIT CATALOG CUTS, PRODUCT SPECIFICATIONS, COLOR CHARTS, COMPLIANCE STATEMENTS, TESTING AGENCY APPROVALS AND SEALS, AND OTHER INFORMATION AS REQUIRED TO VERIFY

CONFORMANCE WITH PROJECT REQUIREMENTS.

7. CIRCLE, UNDERLINE, HIGHLIGHT OR OTHERWISE IDENTIFY SPECIFIC PRODUCTS PROPOSED FOR USE

WHEN MULTIPLE ITEMS APPEAR ON A CUT SHEET.

8. NOTE ANY DEFICIENCIES OR WAIVER FROM REQUIRED STANDARD.

9. PROVIDE DATA ON FOLLOWING:

A. PIPE (DI, PVC, HDPE, CONCRETE) & FITTINGS

B. DRAINAGE STRUCTURES, BOOTS, AND FRAMES AND LIDS

C. EROSION CONTROL PRODUCTS - SILT FENCE, FABRIC DROPS AND GEOTEXTILE

D. QA/QC TESTING RECORDS (DENSITY, GRADATION, ETC)

E. CONCRETE MIX DESIGNS

F. HMA MIX DESIGN

G. MAINTENANCE DATA, CLOSEOUT SUBMITTALS, AND WARRANTIES.

H. INSTALLER, MANUFACTURER, PRODUCT, OR MATERIAL CERTIFICATES

C-100

NOTES

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND

CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE

PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

ARCHITECTSENGINEERS CONSULTANTS

2001 Ashum St.

Sault Ste. Marie, Michigan 49783

Ph: (906)632-1500

Sault Ste. Marie Office

50% REVIEW01-09-2025

TJR

JMM

JMM

BIDDING01-22-2025

EMMET COUNTY

200 DIVISION ST.

PETOSKEY, MI

49770

CAMP PET-O-SE-GA

HMA PAVING

IMPROVEMENTS

11000 CAMP PET-O-SE-GA ROAD

ALANSON, MI 49706

624563.A

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C-101

LEGEND

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF SIDOCK GROUP, INC. AND

CANNOT BE REPRODUCED, COPIED, OR USED IN ANY MANNER WITHOUT THE

PRIOR WRITTEN CONSENT OF SIDOCK GROUP, INC. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

ARCHITECTSENGINEERS CONSULTANTS

2001 Ashum St.

Sault Ste. Marie, Michigan 49783

Ph: (906)632-1500

Sault Ste. Marie Office

50% REVIEW01-09-2025

TJR

JMM

JMM

BIDDING01-22-2025

EMMET COUNTY

200 DIVISION ST.

PETOSKEY, MI

49770

CAMP PET-O-SE-GA

HMA PAVING

IMPROVEMENTS

11000 CAMP PET-O-SE-GA ROAD

ALANSON, MI 49706

624563.A

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PROPERTY OWNERSHIP ARROW

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REMOVING PAVEMENT

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COLD-MILLING (HMA/CONCRETE)

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HMA BASE CRUSH & SHAPE OR RUBBLIZE

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HEDGE LINE

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TREE LINE

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FENCE

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GUARDRAIL

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ELECTRIC LINE

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NATURAL GAS LINE

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TELEPHONE LINE

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CABLE TV LINE

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FIBER OPTICS LINE

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WATER MAIN

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ELECTRIC LINE OVERHEAD

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CABLE TV LINE OVERHEAD

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T…