RFP EC-01-2025 #02 Transfer Station Compactor_1.17.25.pdf

version 11 – equipment 7.30.24

REQUEST FOR PROPOSALS

Transfer Station Compactor

RFP # EC-01-2025 #02

ESTIMATED TIMELINE –

RFP Released Deadline to Submit Written Questions Response to Questions Proposal Due Date & Public Bid Opening – BOC Conf. Room Project Review and Award Date Pending BOC Approval

January 20, 2025 February 6, 2025 @ 3:00 PM EST February 13, 2025 @ 3:00 PM EST February 27, 2025 @ 3:00 PM EST March 13, 2025 (tentative)

*BOC = Board of Commissioners

MANDATORY SITE VISIT – By appointment, contact David R. Anolick for scheduling.

7363 Pleasantview Rd., Harbor Springs, MI 49740

RFP PROCUREMENT CONTACT – David R. Anolick, danolick@emmetcounty.org, 231-348-1704.

Emmet County is soliciting proposals from prospective vendors to provide the County with a new compactor for the transfer station including delivery, set-up and testing.

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 #02

A. PROJECT BACKGROUND

The transfer station compactor project addresses the urgent need to upgrade and replace the existing compactor system, which has been in service since the 1980s. This aging compactor has undergone multiple rebuilds throughout its lifespan, indicating its critical role in our operations. Currently, it is one of two compactors at our facility, both of which are situated below the transfer station drive through.

The facility processes a diverse range of waste materials, including household garbage, construction and demolition debris, and compacted refuse from various haulers. Annually, we manage the dispatch of approximately 1,200 transfer trailers, which translates to a substantial volume of waste—around 35,000 pounds or 140,000 cubic yards.

As we strive to maintain efficient operations and meet increasing waste management demands, it is imperative to invest in a modern compactor system that enhances performance, reduces downtime, and improves safety for our staff and facility users. This project will not only ensure compliance with current regulations but also optimize our waste processing capabilities, ultimately supporting our mission to provide effective and sustainable waste management solutions.

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 a new compactor including delivery, set-up and testing.

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

Power unit and operating specs

1. PLC/motor starter

2. 30 MM control switches

3. 300 gallon reservoir

4. Thermal oil cooler standard

5. 60 HP high efficiency motor

6. 130 GPM pump

7. Proximity switches for shifting ram directions

8. (2) 7”x146” stroke cylinders for balanced ram face pressure and tracking.

9. Hydraulic header block for flow distribution between cylinders

10. Max operating pressure of 2200 PSI

11. 169,334 max ram force pressure

12. Max ram face PSI is 66.1 pounds per square inch

13. 35 second cycle time soft shift

14. 680 yards per hour rating

15. 32” ram penetration

16. Optional 12” additional penetration available

17. Hauler/jog controls standard

18. Audible and strobe warning standard for initial start up

Frame

1. Chamber floor 1” thick AR plate

2. 8” x 11.5# channel side to side under AR floor plate tight 6” on center at Breaker bar with graduated spacing going towards ram home position.

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3. 30” snout extension (into trailer) standard

4. 1” thick additional backer plate under snout extension

5. ½” thick chamber sidewalls

6. 2” wide solid ram hold down bars with top gussets standard

7. 2” thick fabricated breaker bar standard

8. Breaker bar teeth standard

9. Fabricated tubing rear end with addition flat bar reinforcement top and bottom

10. 3-piece floating scraper with heavy duty fabricated pipe hinge standard

11. 4” x 4” x 1/2” wall ram guide tubes

12. 6” x 4” rectangular tube main frame structure.

13. Chute reconfiguration to coordinate the alignment with the new compactor.

14. Provide and install new machine stand guards.

15. Provide and install new guide rails.

Note: Review items 13 – 15 to confirm requirements at the mandatory walk thru. Provide estimated lead time from date of order to delivery and set-up.

Ram Assembly

1. 3/8” thick ram top

2. 6” x 2” tube long supports 8 total

3. 6”x 2” cris cross supports under ram top first 30” from leading edge 21 pcs total

4. 1” ram wear plate

5. 1” ram face reinforced with 1-1/2” x 4” pin plates with additional structure

6. Heavy duty shoe mounts with ( six ) nylatron fully adjustable shoes 3 shoes per side

7. The 3-point shoe system in tandem with dual 7” cylinders provide a well-balanced ram assembly minimizing sidewall and ram wear.

Centerlock assembly

1. 4” x 8” actuating cylinder

2. 1-1/4”thick side plates

3. 1-1/2” thick guide arm

4. 2” thick locking arms

5. 3” pivot pins

6. Hydraulic supplied from main compactor power unit.

Additional Features

1. The compactor must be on a stand which will allow easy cleaning & maintenance, and be at trailer height (see attached drawing)

2. Preferably have a Center Lock Hook system to attach to the trailer. Other options will be considered.

3. Bidder shall be able to provide options for all repair & maintenance.

4. A separate RFP is being issued for the existing compactor and site demolition, electrical, and new foundations. The Sidock Group, Inc. bid documents are attached for reference and coordination use. The plans include D-1, D-2, D-3, E-1, and F-1.

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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/ product.

The Vendor will arrange for the return of all damaged or miss-shipped items. There will be no restocking fee for the return of items damaged or shipped by the vendor in error. All items returned will be credited to invoice within 14 days of receipt.

D. Available financing options and terms.

E. If applicable, no less than three (3) days of training to ensure adequate education of all personnel at the expense of the company providing the equipment to Emmet County.

C. SUBMITTALS

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 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 disqualification. If the selected vendor and Emmet County are not able to finalize contract terms for the intended

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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 location and address of the business’ office that will provide the equipment requested.

F. REFERENCES

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

G. COMPENSATION / FEES

Identify all costs including expenses to be charged for delivering and/or installing the equipment. 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.

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. INDEMNIFICATION

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.

J. 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.

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K. NON-DISCRIMIATION

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.

L. 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.

M. 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.

N. 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.

O. 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 27, 2025 to:

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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 #02 – Transfer Station Compactor.

2. Questions shall be submitted in writing to David R. Anolick at danolick@emmetcounty.org no later than

3:00 PM EST on February 6, 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 ________________

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DATE

DATE

NO. DATE BY REVISIONS DWG. NO. REFERENCE

SHEET:

(248) 349-4500

(231) 722-4900MUSKEGON, MICHIGAN 49440

NOVI, MICHIGAN 48374

379 W. WESTERN AVE., SUITE 200

SG ENGINEERS * ARCHITECTS * CONSULTANTS * PROJECT MANAGERS

Sidock Group, Inc.

45650 GRAND RIVER AVENUE

(734) 285-1924WYANDOTTE, MICHIGAN 481924242 BIDDLE AVENUE

EMMET COUNTY TRANSFER STATION

7363 SOUTH PLEASANTVIEW ROAD

HARBOR SPRINGS, MI 49740

24614 D-1 D-1 01/09/25 CHW

A 01/09/25 MPN BID

THIS PROJECT IS SPECIFICALLY RELATED TO THE DEMOLITION OF COMPACTOR NUMBER 1 (AND

CHUTE), DEMOLITION OF HYDRAULIC UNIT NUMBER 1, DEMOLITION OF CONCRETE BASE FOR

COMPACTOR NUMBER 1, AND INSTALLATION OF LOWERED CONCRETE BASE FOR COMPACTOR

NUMBER 1 AT THE EXISTING EMMET COUNTY DPW AND RECYCLING CENTER LOCATED AT 7363

PLEASANTVIEW LN, HARBOR SPRINGS, MICHIGAN.

DRAIN THE HYDRAULIC OIL FROM THE RESERVOIR, HOSES, PIPES AND CYLINDER. PLACE OIL IN CONTRACTOR SUPPLIED 55 GALLON DRUMS.

IF ANY OIL GETS ON THE FLOOR USE ABSORBENTS AND CLEAN UP.

LOCK OUT AND TAG OUT HYDRAULIC SYSTEM. DISCONNECT WIRES FROM POWER PANELS.

LOCK OUT AND TAG OUT COMPACTOR AND CONTROLS. DISCONNECT WIRES FROM POWER PANELS.

DISCONNECT AND REMOVE HYDRAULIC HOSES. PLACE INTO CONTRACTOR SUPPLIED 40 YARD DUMPSTER.

DISCONNECT AND DISPOSE OF ALL WIRES FROM THE CONNECTED TO THE COMPACTOR AND HYDRAULICS. REMOVE AND DISPOSE OF ANY

ELECTRICAL PANELS, PLACE IN DUMPSTER.

DEMO ALL POWER CONDUIT AND WIRE BACK TO 480V, 400A DISTRIBUTION PANEL

ENSURE DEMOLITION OF COMPACTOR CONDUIT AND WIRE DOES NOT IMPACT EXISTING LIGHTING IN THE COMPACTOR PIT OR ANY OTHER

BUILDING ELECTRICAL

POWER WASH BOTH LEVELS. INCLUDING SIDES OF WALLS, OUTSIDE AND INSIDE THE COMPACTOR. POWER WASH FROM THE HIGHEST POINT

TO LOWEST POINT. SHOVEL GARBAGE INTO GARBAGE CAN.

BEFORE CUTTING ANY PART OF THE COMPACTOR REVIEW THE AREA FOR ANY COMBUSTIBLES AND REMOVE.

BEFORE CUTTING ANY PART OF THE COMPACTOR, A PERSON MUST BE ON FIRE WATCH, THAT PERSON MUST HAVE OSHA/MIOSHA FIRE

WATCH TRAINING.

THE FIRE WATCH PERSON MUST HAVE A DRY CHEMICAL FIRE EXTINGUISHER.

THE CONTRACTOR IS TO CORDON OFF ACCESS TO THE OPENING BETWEEN LEVELS AS PER OSHA/MIOSH. THE CORDON IS TO REMAIN IN PLACE AFTER THE CONTRACTOR HAS COMPLETED DEMOLITION OF THE COMPACTOR AND THE NEW COMPACTOR IS INSTALLED

(INSTALLATION OF THE NEW COMPACTOR IS NOT IN THIS SCOPE).

WHEN WORKING AROUND THE OPENING BETWEEN LEVELS THE CONTRACTORS MUST FOLLOW OSHA/MIOSHA FALL PROTECTION.

MECHANICAL AND ELECTRICAL SCOPE OF WORK:PROJECT SCOPE:

COMPACTOR #1, HYDRAULIC

SYSTEM TO BE DEMOLISHED

PLACE CONTRACTOR DUMPSTER

FOR METAL IN THIS AREA

LEAVE COMPACTOR #2 IN PLACE

HYDRAULICS

ROOM #1

HYDRAULICS

ROOM #2

COMPACTOR #1 TO BE DEMOLISED

1.)

2.)

3.)

4.)

5.)

6.)

7.)

8.)

9.)

10.)

11.)

N

SCALE: 1/8"=1'-0"

N

SCALE: 1/4"=1'-0"

D-2 A

D-2 B

OSHA/MIOSHA CORDON AT UPPER LEVEL

FOR OPENING BETWEEN LEVELS

OPENING BETWEEN LEVELS

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HYDRAULIC

ROOM #1

HYDRAULIC

ROOM #2

EXIST. COMPACTOR #1 CHUTE TO

BE DEMOLISHED

EXIST. COMPACTOR #1 TO BE DEMOLISHED LEAVE COMPACTOR #2

IN PLACE

DEMO EXISTING PULL BOX &

ASSOCIATED CONDUIT & WIRE

DEMO EXISTING CONTROL PANEL

& ASSOCIATED CONDUIT & WIRE

DEMO EXISTING PULL BOX &

ASSOCIATED CONDUIT & WIRE

DEMO EXISTING CONTROL PANEL

& ASSOCIATED CONDUIT & WIRE

HYDRAULICS ROOM #1

480V, 400A DISTRIBUTION PANEL

SEE NOTE 6

13.)

12.)

DEMOLITION

D-1 EXISTING SITE DEMOLITION PLAN

D-2 DEMOLITION SECTIONS

D-3 EXISTING FOUNDATIONS DEMOLITION PLAN & SECTIONS

FOUNDATIONS

F-1 NEW FOUNDATIONS PLAN & SECTIONS

ELECTRICAL

E-1 ELECTRICAL PLAN

DRAWING INDEX:

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D-2 SCALE: 1/2"=1'-0"

B

D-2 SCALE: 1/2"=1'-0"

EL. = XXXX

EXIST. FIN. GRADE

EL. = XXXX

EXIST. FIN. GRADE

DR. BY

CH'D. BY

PLOT SCALE:

DATE

DATE

NO. DATE BY REVISIONS DWG. NO. REFERENCE

SHEET:

(248) 349-4500

(231) 722-4900MUSKEGON, MICHIGAN 49440

NOVI, MICHIGAN 48374

379 W. WESTERN AVE., SUITE 200

SG ENGINEERS * ARCHITECTS * CONSULTANTS * PROJECT MANAGERS

Sidock Group, Inc.

45650 GRAND RIVER AVENUE

(734) 285-1924WYANDOTTE, MICHIGAN 481924242 BIDDLE AVENUE

EMMET COUNTY TRANSFER STATION

7363 SOUTH PLEASANTVIEW ROAD

HARBOR SPRINGS, MI 49740

24614 D-2 D-2 01/09/25 CHW

A 01/09/25 MPN BID

EXIST. COMPACTOR #1 TO BE DEMOLISHED

EXIST. COMPACTOR #1 TO BE DEMOLISHED

EXIST. COMPACTOR #1 CHUTE TO BE DEMOLISHED

EXIST.COMPACTOR #1 CHUTE TO BE DEMOLISHED

T.O. EXIST. GRADE

3'- 6"

1'- 2"

1'- 3"

1'- 1"

COMPACTOR SLAB

T.O. EXIST.

7'- 71 2"

10'-15 8"1'-4"

A

D-1 SCALE: 1/2"=1'-0"

'-9

1 4"

4'-

4" 4'- 0"

30'-107 8"

10'-15 8"1'-4"

EXIST. CURB

1'- 73 4" 1'-

0"

B.O. EXIST. CONC.

T.O. EXIST. CONC.

18'-51 4"

1'-0" 29'-107 8"

T.O. EXIST. WALL

HATCH AREA

INDICATES EXIST.

COMPACTOR CONC.

SLAB TO BE REMOVED

EXCAVATE AS

REQ'D TO INSTALL

NEW COMPACTOR

SLAB. (SEE F-1)

T.O. EXIST. GRADE

3'- 6"

1'- 2"

1'- 3"

1'- 1"

7'- 71 2"

1'-

4"

13'-117 8"

2'-0"

1'-

0"ELECT.

OPNG.

3'-4"

COMPACTOR SLAB

T.O. EXIST.

4'- 0"

B.O. EXIST. CONC.

B

D-1 SCALE: 1/2"=1'-0"

HATCH AREA

INDICATES EXIST.

COMPACTOR CONC.

SLAB TO BE REMOVED

EXCAVATE AS REQ'D TO INSTALL

NEW COMPACTOR SLAB. (SEE F-1)

EXIST.

CURB

(BEYOND)

T.O. EXIST. CONC.

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HYDRAULIC

ROOM #1

HYDRAULIC

ROOM #2

CONTROL

ROOM

'-1

1"

14'-0" ±HATCH AREA

INDICATES EXIST.

COMPACTOR CONC.

SLAB TO BE REMOVED

D-1 A

D-1 B

DR. BY

CH'D. BY

PLOT SCALE:

DATE

DATE

NO. DATE BY REVISIONS DWG. NO. REFERENCE

SHEET:

(248) 349-4500

(231) 722-4900MUSKEGON, MICHIGAN 49440

NOVI, MICHIGAN 48374

379 W. WESTERN AVE., SUITE 200

SG ENGINEERS * ARCHITECTS * CONSULTANTS * PROJECT MANAGERS

Sidock Group, Inc.

45650 GRAND RIVER AVENUE

(734) 285-1924WYANDOTTE, MICHIGAN 481924242 BIDDLE AVENUE

EMMET COUNTY TRANSFER STATION

7363 SOUTH PLEASANTVIEW ROAD

HARBOR SPRINGS, MI 49740

24614 D-3.DWG D-3 1/9/25 DJH

A 1/9/25 MPN BID

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T.O. EXIST.GRADE

T.O. NEW SLAB

'-1

1 2"

30'-107 8"

10'-15 8"1'-4"

A

F-1 SCALE: 1/2"=1'-0"

SLOPE 18" PER 1'-0"

NEW 8" CONC. SLAB

w/ #4 @ 12" E.W., T&B

8"

FIELD VERIFY EXIST.

FOUND. CONDITIONS

(TYP.)

EXIST. CURB

1'-

4" 1'- 0"

B.O. EXIST. CONC.

4'-

0" T.O. EXIST. CONC.

18'-51 4"

1'-0" 29'-107 8"

'-9

1 4"

4'- 73 4"

'-9

5 8"

8"

1'-31 8"

GAP

5'-105

8"26'-7"

9'- 23 8"

NE

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1 4"

NE

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FIELD VERIFY EXIST.

FOUND. CONDITIONS

(TYP.)

INSTALLATION OF

NEW CHUTE IS

BY COMPACTOR

SUPPLIER

DRILL & EPOXY GROUT

NEW #4 x 1'-4" DOWEL @ 18"

O.C. (TYP. ALL AROUND)

8"

EMBED

(TYP.)

DRILL & EPOXY GROUT

NEW #4 L-BAR @ 18" O.C.

8" EM

BE

D

T.O. NEW SLAB

1'-

4"

13'-117

8" I.D. WALLS

2'-0"

1'- 0"

ELECT.

OPNG.

(BACKWALL)

3'-4"

4'- 0"

B.O. EXIST. CONC.

B

F-1 SCALE: 1/2"=1'-0"

VA

RI

ES

EXIST.

CURB

(BEYOND)

T.O. EXIST. CONC.

FIELD VERIFY EXIST.

FOUND. CONDITIONS

(TYP.)

FIELD VERIFY EXIST.

FOUND. CONDITIONS

(TYP.)

8"

'-1

1 2"

F

RO

NT

'-9 5 8"

B

AC

K

'-4

1 4"

8'-0"2'-113 4"±

(V.I.F.)

NEW 8" CONC. SLAB

w/ #4 @ 12" E.W., T&B

DRILL & EPOXY GROUT

NEW #4 x 1'-4" DOWEL @ 18"

O.C. (TYP. ALL AROUND)

8"

EMBED

(TYP.)

INSTALLATION OF

NEW CHUTE IS

BY COMPACTOR

SUPPLIER

NE

W

C O

M

PA

CT

O

R #1

EX

IS

T.

C

O M

PA

CT

O R

#2

HYDRAULIC

ROOM #1

HYDRAULIC

ROOM #2

CONTROL

ROOM

F-1 A

F-1 B

13'-117 8"

'-1

07 8"

NEW 8" THICK

REINFORCED

COMPACTOR SLAB

MACHINE STAND GUARD, TYP.

(BY OTHERS)

OUTLINE OF EXIST.

CURB (ABOVE)

INSTALLATION OF

NEW CHUTE IS BY

COMPACTOR

SUPPLIER

N

SCALE: 1/4"=1'-0"

DR. BY

CH'D. BY

PLOT SCALE:

DATE

DATE

NO. DATE BY REVISIONS DWG. NO. REFERENCE

SHEET:

(248) 349-4500

(231) 722-4900MUSKEGON, MICHIGAN 49440

NOVI, MICHIGAN 48374

379 W. WESTERN AVE., SUITE 200

SG ENGINEERS * ARCHITECTS * CONSULTANTS * PROJECT MANAGERS

Sidock Group, Inc.

45650 GRAND RIVER AVENUE

(734) 285-1924WYANDOTTE, MICHIGAN 481924242 BIDDLE AVENUE

EMMET COUNTY TRANSFER STATION

7363 SOUTH PLEASANTVIEW ROAD

HARBOR SPRINGS, MI 49740

24614 F-1.DWG F-1 1/9/25 DJH

A 1/9/25 MPN BID

N:

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PR

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CT

F

IL

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\2

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M

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C O

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TY

CO

M

PA

CT

O

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FO

UN

DA

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CA

D\ F-

1.

DW

T

DA

TE

: 1

/9 /2

1:

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PM

D

HA

G

AM

AN

D SIZE

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301- LATEST

REVISION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING", EXCEPT AS

MODIFIED BY STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.

2. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS NOTED BELOW:

A. EXTERIOR CONCRETE EXPOSED TO WEATHER: 5000 psi

3. UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER SHALL BE:

CONCRETE EXPOSED TO EARTH OR WEATHER 2 INCHES

4. ALL REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60.

GENERAL STRUCTURAL NOTES

1. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF MIOSHA,

THE MICHIGAN BUILDING CODE (LATEST EDITION) AND THE LOCAL GOVERNING CODE,

LATEST EDITIONS, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED

TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE

CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWING MAY BE

MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR

BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.

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

THE STRUCTURAL WORK; OBTAIN AND VERIFY ALL DIMENSIONS TO ENSURE THE PROPER

FIT AND LOCATION OF THE STRUCTURAL 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 STRUCTURAL

WORK, ACCESS TO THE SITE, AVAILABLE STORAGE SPACE, FACILITIES AND OBSTRUCTIONS

THAT MAY BE ENCOUNTERED DURING THE PROGRESS OF WORK.

3. WORK THE STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE ARCHITECTURAL,

MECHANICAL, SITE AND ELECTRICAL DRAWINGS.