2023-07-20 Addendum 1 - Father Marquette Pump Station.pdf

DTMB-0414 (Rev 12/17)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities Administration Design and Construction Division

CONSTRUCTION PRE-BID ADDENDUM NO. 1

This form identifies an Addendum to Bidding Documents, and incorporates interpretations or clarifications, modifications, acceptance of proposed “or equal” materials, and other information into the Bidding Documents. Addenda will be numbered by the Professional and distributed through www.michigan.gov/SIGMAVSS as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

7/19/2023

PROJECT NAME

Father Marquette National Memorial - Pump Station Replacement

FILE NUMBER

751/18297.TAP

PROFESSIONAL

Beckett & Raeder, Inc.

PROJECT DIRECTOR

Tom Pawlowski

BID OPENING DATE:

7/26/2023 at 2:00 p.m.

ADDENDUM ITEMS:

Pre-Bid Walk Through Notes:

1. Substantial Completion Date: May 15, 2024.

2. Final Completion Date: June 12, 2024.

3. Notice proceed anticipated for August 16, 2023

4. Reenactment and Pow Wow, on August 25th, 26th and 27th. Work at the project site cannot begin until August 28th.

Bidder Question:

Q: Are there record drawings available?

A: Record Drawings will be released with Addendum #1

Q: What is the warranty for the project?

A: Per Section 5.1 of the DC Specifications: One-Year

Q: Is an archeological investigation required?

A: No

Q: Is there an Irrigation system?

A: No

Q: Can the trees be trimmed?

A: Yes, the cedar trees are sacred to the Sault Ste. Marie Tribe of Chippewa Indians. The Contractor may conduct minimal selective limbing with MDNR approval and supervision.

Q: Can the location of the control panel be adjusted?

A: Yes, the location of the control panel can be moved with owner and engineer approval.

Q: Who is the utility?

A: Cloverland Electric

Q: Do we have a contract / service planner to be able to reach out to?

A: Josh Eimiller, System Engineer Email: jeimiller@cloverland.com Phone: 906.632.5153

Q: What is the size of the electrical service?

A: Single Phase 240 Volt (see addendum drawings for more information)

Plan Revisions:

1. Plan Sheets C1.0 Revised existing electrical.

2. Plan Sheets C3.0 Revised existing electrical.

Corrected tree protection and removal callouts along south edge of construction limits

3. Plan Sheets C4.0 Revised existing electrical and added record drawing information regarding existing underground wire.

Added note regarding construction access and restoration.

Added reference to specifications regarding pump station operational parameters.

Added Addendum #1 – replace buried electrical.

Specification Revisions:

1. Revised Schedule of Alternates – Provides for Alternate #1 replacement of buried electrical circuit.

2. Revised specification 221343 – Packaged Sewage Pumping Stations

Edits portions of section C and D are as follows:

C. General Characteristics:

7. Pumping Station, Inlet Pipe Size: 4-inch

8. Pumping Station, Discharge Pipe Size: As recommended by Manufacturer.

9. Float Switch operation As recommended by Manufacturer

10. Existing Forcemain size 4-inch

D. Pumps:

1. A duplex set of pumps will be provided complete with a disconnect elbow and galvanized / stainless steel guide rails. The pumps shall be 240 volt, 1 phase and operate 100 GPM at 30-feet of total dynamic head (TDH). The pumps shall be supplied with lift-out chains

Other Items – For Information Only:

1. Pre-Bid Sign-In Sheet is attached.

2. Existing Pump Station Record Drawings

6 of 9 - Utilities Plan 7 of 9 - Utilities Profile 8 of 9 – Standard Plan Sewage Pump Station

3. SESC e-mail regarding permit

End of Pre-Bid Addendum No. 1

ACKNOWLEDGEMENT: This Addendum must be acknowledged by the Bidder in the space provided in the Bid Summary and Bid Form. Failing to acknowledge Addenda may be cause for the Bid to be rejected. Addenda will become part of the Contract Documents.

PROFESSIONAL: Chris DeGood, P.E., Beckett & Raeder, Inc. DATE: 7/19/2023

APPROVED BY:

Tom Pawlowski

PROJECT DIRECTOR: DATE 7/20/2023

12" C

12" WB

8" C 8" C

12" C

2-6" C

12" C

6" S

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2-8"/12" C

2-4" WB

8" S

12" S

8" C 12" C

8" C 20" C 15" C

10" S

6" C

6" C

8" C

4-8" C

6" A 12" WB

6" I

12" A

12" C

3-12" C

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2-10" C

6" C 8" C

14" C

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6" B

10" B

2-10" M

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12" WP

14" WB

10" WP

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3-8" C3-8" C

16" WB

18" O

8" T

24" O

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15" C

3-8" C 2-10" C

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6" M

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8" P

12" C

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2-9" M

10" C

12" Ah

8" A

6" A 10" A

16" C

10" B

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8" C 8" A

8" B

9" C

12" S

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6" S 12" A

6" C

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6" C 8" C

6" C

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3-8" C

8" C 6" C

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12" WB

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6" C

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6" A

10" A

15" C

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8" M 5" A

8" A 6" A

14" A

4" A

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8" A8" A

4" A

6" A

18" C

12" C

6" C

16" C

6" C

10" C

3-12" C

6" C

2-5" S

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8" C 6" C

12" C 8" C

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6" C 6" C

8" C

6" B

6" S

8" A

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8" A 8" A

10" A

6" S 6" B

6" B

6" S

6" C

6" C 8" C

10" C

12" A

3-10" C

16" C

6" C

3-6" C

2-8" C

8" C

2-10" C

2-7" C

3-10" C

12" C

2-8" C

3-8" C

10" C

6" B

6" S

3-8" C 10" C

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12" C

6" C3-12" C6" S

8" S

10" C

6" C

4-6" C

8" C

6" C

8" C

3-8" C

2-10" C

12" C

10" C

6" C

12" C

12" C 6" C

6" C

8" C

2-6"/10" C

2-8" C

2-6" C

6" C

6" C

12" B10" C 10" C

6" C

8" C

6" WP

9" C 3-10" C10" B

6" C 8" S

6" C

6" WP

6" C

6" S

8" S

10" S 10" C

10" C

6" B 6" C

6" C8" C

12" C 6" S

10" C

24" WP6" S

12" C

12" C 6" C

8" C

2-8" C

6" C

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6" B

6" S

8" C

8" WP 6" C

12" C

8" C

10" B

10" C

10" C

8" C

18" WP

2-8" C

10" B

12" C

3-6" C

2-6" C

6" B

6" B

6" B

6" WP

10" WP

8" C 6" C

6" B

12" B

10" S

8" C

8" C

12" C

15" C

6" C 10" B

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6" WP

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8" C 6" C

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10" B

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6" C

12" C 12" C

8" C8" S

6" S

2-8" C

10" S

6" S

6" S

8" C

6" C

6" C

6" C

6" C

12" C

8" B

6" C 6" S

3-6" C

8" B

8" S 10" B

6" C

10" S

2-8" C

8" C

2-6" C

20" C

6" S

16" WP

6" C

8" C

6" C

6" S

8" C 8" WP

6" B

6" S

12" C

4-10" C

8" C

8" C

2-8" C

8" C

10" C

12" WB

10" S 3-8" C

12" C

8" C 12" C

6" C

12" WP

10" B

8" B

2-6" C

8" B

6" C2-6" C

6" C 6" C

2-8" C

6" C

8" C

8" S

6" C 6" S

2-6" C

3-6" WB

3-8" WB

10" C

12" C

12" H

2-8" C

12" C

12" A

8" C 12" C

2-6" C

2-6" C

8" B

8" C

8" C 6" C

6" S 6" C 6" S

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24" C

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10" S

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2-6" C

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10" WB

694 12" S

8" C

12" A

10" A

20" O

8" A 8" S

3-10" C

2-4" T

MEMORIAL

STONE

2-8" S

8" C

8" S

6" C

10" S

6" B

8" C

8" C

8" C

2-6" B

6" C

3-6" C

2-8" C

6" C

6" S

6" S

6" C

8" B 10" C

10" C

2-6" C

8" C

6" C

C Clump

2-10" C

4" A

10" H

3-8"/8"/12" C

8" S

8" C

2-6" C

8" C

2-8" S

2-8" C

6" S

10" S

6" S

6" C

14" H

2-6" A8" A

6" S

6" A 6" A 5" A

2-5" A 2-8" A

2-6" C3-4" M

5" A

12" Ah

12" Ah

6" A 6" A

6" M

8" A

6" M

20" C

2-6"/10" B

12" B

8" C

16" C

2-8" A 2-6"/10" M

3-4"/4"/8" C

3-4" T

12" WB

8" C

8" S

6" S

2-10" C

12" C

10" B

15" C M

P

FM

FM

FM

FM

FM

FM

FM

SN

W

W

W

C O

N C

BI

T.

BIT.

CONC.

CONC.

CONC.

KIOSK

BIT.

CO

NC.

METER

4" FORCEMAIN

TRANS.

CONTROLS

LIFT STATION

4" SANITARY

SEWERSIGN

BENCH

TRASH

FLAG POLE

FLAG POLE

SIGN

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

2-10" B

2-8" B

Checked:

201923

Approved:

Drawn:

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Michigan Department of Natural Resources

Father Marquette National Memorial

CD

CS

KD

Bids and Construction06.28.23

Sewage Pump Station Replacement

C1.0

1" = 20'

NORTH

Know what's below.

before you dig.Call

R

Existing Conditions Plan

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS

PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING

UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF

SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. CONTOUR INTERVAL SHOWN IS 1-FOOT.

LOCATION OF PUMP STATION REPLACEMENT WORK

BENCHMARK ENGINEERING, INC.

607 E. LAKE STREET

HARBOR SPRINGS, MI 49740

(231) 526-2119 BENCHMARK607@GMAIL.COM

SURVEY PREPARED BY:

4020100

SCALE: 1" = 20'

EXISTING CONDITIONS LEGEND

EXISTING ROW / EASEMENT

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING CURB AND GUTTER

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING STORM LINE

EXISTING GAS LINE

EXISTING OVERHEAD UTILITIES

EXISTING WATER LINE

EXISTING SANITARY LINE

EXISTING FENCE

CONTROL POINT

EXISTING SIGN

EXISTING CLEANOUT

EXISTING SANITARY MANHOLE

EXISTING STORM MANHOLE

EXISTING SPOT GRADE

EXISTING STORM CATCH BASINS

EXISTING IRRIGATION HEAD

EXISTING LIGHT POLE

EXISTING ELECTRIC MANHOLE

EXISTING ELECTRIC METER

EXISTING ELECTRIC HANDHOLE

EXISTING UTILITY POLE

EXISTING TRAFFIC SIGNAL POST

EXISTING HYDRANT

EXISTING TREE

LIMITS OF DISTURBANCE

LIM

ITS O

F DISTURBANCE

Addendum #107.19.23

2 699

8" A

FM

FM

FM

FM

FM

SN

SN

SN

W

W

W

4" FORCEMAIN

4" SANITARY

SEWER

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

X X X X X X X X X X X

XXXXXXXXXXXXXXXX

X X X X X X X X X X

X X X X X X X X X X X

XXXXXXXX

X X X X X X

XXXXXXX

XXXXX

Checked:

201923

Approved:

Drawn:

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Michigan Department of Natural Resources

Father Marquette National Memorial

CD

CS

KD

Bids and Construction06.28.23

Sewage Pump Station Replacement

C3.0

1" = 10'

NORTH

Know what's below.

before you dig.Call

R

Demolition Plan

DEMOLITION & SESC LEGEND

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING

DAYS PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF EXISTING

UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF

SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN UNDISTURBED AND

PROTECTED. CONTRACTOR SHALL FULLY RESTORE ANY ITEMS/MATERIALS

DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

4. ALL CONCRETE PAVEMENT AND CURB REMOVALS SHALL BE TO THE NEAREST

JOINT BEYOND INDICATED EXTENT.

5. CONTRACTOR SHALL MAINTAIN CLEAN SAW CUT EDGES FOR PROPOSED WORK

TO ABUT. BROKEN EDGES RESULTING FROM CONTRACTOR'S FAILURE TO

PROTECT THE EDGE WILL BE SAW CUT BEYOND THE BREAKS AT THE NEAREST

JOINT, AT THE CONTRACTOR'S EXPENSE.

6. ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED WITH

LAYOUT / GRADING PLANS.

7. REMOVALS SHALL INCLUDE SUBSOIL/EXISTING BASE MATERIALS TO FULL DEPTH

REQUIRED FOR INSTALLATION OF NEW WORK INCLUDING BASE COURSE. ALL

EXCAVATIONS SHALL PROVIDE ADEQUATE SOIL SUPPORT THROUGH THE USE OF

ADEQUATE CUT SLOPES OR STRUCTURAL SHORING.

8. OWNER TO COORDINATE WITH RESPECTIVE UTILITY COMPANY FOR REMOVAL

OF EXISTING TRANSFORMER, ELECTRICAL, CABLE, TELEPHONE AND FIBER OPTIC

LINES.

9. PROJECT AREA IS PARTIALLY IRRIGATED. REMOVE EQUIPMENT AFFECTED BY

NEW WORK AND SALVAGE TO OWNER. CUT, CAP AND RECORD LOCATIONS OF

ALL LINES.

10. CONTRACTOR SHALL REPAIR ALL DISTURBED TURF AREAS OUTSIDE OF PROJECT

LIMITS DAMAGED DURING CONSTRUCTION.

11. ALL TOPSOIL AND ORGANIC MATERIAL SHALL BE REMOVED FROM UNDER

PROPOSED BUILDING, FOOTINGS, SLABS, AND PAVED AREAS.

12. ALL SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND

DISPOSED IN A LEGAL MANNER.

13. CONTRACTOR TO RELOCATE TREES PROTECTION FENCE WITH LANDSCAPE

ARCHITECT/ENGINEER'S APPROVAL IN ORDER TO ACCOMPLISH WORK.

14. LAWN AND TOPSOIL REMOVALS AROUND EXISTING TREES TO BE PERFORMED

WITH EXTREME CARE. REMOVALS TO BE COMPLETED BY HAND. NO HEAVY

EQUIPMENT ALLOWED BENEATH TREES CANOPY.

15. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT

WORK TO STORM OR SANITARY SYSTEMS IS PROHIBITED.

16. STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS.

17. ANY WATER USED DURING CONCRETE AND ASPHALT WORK (INCLUDING

SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR

PROPER DISPOSAL. SUGGESTED CONTROLS INCLUDE WET VACUUM OR

ABSORBENTS.

DEMOLITION NOTES

201050

SCALE: 1" = 10'

TREES PROTECTION FENCE

LIMIT OF WORK LINE

REMOVE ITEM

PROTECT ITEMP

R

REMOVE TREES

EXISTING ROW / EASEMENT

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING EDGE OF WATER

EXISTING WETLAND BOUNDARY

P TREES,

TYP.

P KIOSK

PFORCEMAIN

PBITUMINOUS,

TYP.

PCONCRETE

TYP.

PCONCRETE,

TYP.

P TRANSFORMER

P REMOVE AND

RESTORE

P ELECT. METER

R PUMP STATION

CONTROLS

FORCEMAINP

TREES, TYP. R

TREES, TYP.P

P CONCRETE,TYP.

R PARTIAL DEMOLITION

OF PUMP STATION

(SEE DETAIL)

TREES, TYP.P

TREES, TYP.P

SANITARY

SEWER

P

REMOVE ALL WET WELL PUMPS

EQUIPMENT, BRACKETS, ETC.

Partial Demolition of Package Pump Station

NO SCALE

REMOVE TOP OF

STEEL PUMP

STATION

REMOVE WALLS OF WET WELL

TO DEPTH OF THE BOTTOM OF

THE VALVE CHAMBER

1. CONTRACTOR SHALL PROVIDE VACUUM TRUCK TO PUMP

STATION DRY AND REMOVE SLUDGE DEPOSITION.

CONTRACTOR AND THEN FIELD VERIFY MEASUREMENTS TO

INVERT OF THE BOTTOM OF WET WELL, INVERT TO SANITARY

SEWER DISCHARGE, AND INVERT TO FORCEMAIN.

CONTRACTOR SHALL DOCUMENT AND REPORT

MEASUREMENTS TO ENGINEER (PSC)

2. CONTRACTOR PROVIDED FIELD MEASUREMENTS SHALL BE

UTILIZED TO PREPARE FINAL SHOP DRAWINGS FOR NEW

PACKAGE PUMP STATION.

PUMP STATION DEMOLITION NOTES

REMOVE VALVE CHAMBER IN

ITS ENTIRETY INCLUDING TOP

SIDE WALLS, FLOOR AND WALL

SHARED WITH WET WELL

EXISTING CONCRETE

BALLAST TO REMAIN

EXISTING STEEL TANK

WALLS TO REMAIN

REMOVE WALLS OF WET WELL

TO DEPTH OF THE BOTTOM OF

THE VALVE CHAMBER

REMOVE VALVE CHAMBER IN

ITS ENTIRETY INCLUDING TOP

SIDE WALLS, FLOOR AND WALL

SHARED WITH WET WELL

X X X X X X

REMOVE ALL WET WELL PUMPS

EQUIPMENT, BRACKETS, ETC.

6'0"

P UNDERGROUND

ELECTRIC

R UNDERGROUND

ELECTRIC

XX

XXX

X XXX

STATION INVERT - 683.6 (ASSUMED SEE NOTE 1)

685.0 (1974 PLAN)

TOP OF STATION - 696.6 (SURVEYED)

698.0 (1974 PLAN)

INFLOW INVERT - 689.9 (FIELD MEASUREMENT)

692.5 (1974 PLAN)

EX. 4" SANITARY

SEWER

4" FORCEMAIN INVERT

692.5 (1974 PLAN)

(SEE NOTE 1)

TREES & BRUSH

WITHIN LIMITS

OF WORK, TYP.

R

TREE, TYP. R

P CONCRETE,TYP.

P CONCRETE,TYP.

P REMOVE AND

RESTORE

P RESTORE ALL CONCRETE

IMPACTED BY CONSTRUCTION

IN KIND, TYP.

PRESTORE ALL ASPHALT

IMPACTED BY CONSTRUCTION

IN KIND, TYP.

Addendum #107.19.23

P UNDERGROUND

ELECTRIC

P UNDERGROUND

ELECTRIC

TREES, TYP.P

2 699

FM

FM

FM

FM

FM

SN

SN

SN

W

W

W

4" FORCEMAIN

4" SANITARY

SEWER

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

Checked:

201923

Approved:

Drawn:

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Michigan Department of Natural Resources

Father Marquette National Memorial

CD

CS

KD

Bids and Construction06.28.23

Sewage Pump Station Replacement

C4.0

NORTH

Know what's below.

before you dig.Call

R

Construction Plan

CONSTRUCTION PLAN LEGEND

TREES PROTECTION FENCE

LIMIT OF WORK LINE

EXISTING ROW / EASEMENT

EXISTING PROPERTY LINE

EXISTING LOT LINE

EXISTING EDGE OF WATER

EXISTING WETLAND BOUNDARY

LAYOUT & MATERIALS NOTES

1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA

STANDARDS.

2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF

MATERIAL UNLESS OTHERWISE NOTED.

3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING

LINE FROM WHICH THEY ARE DIMENSIONED UNLESS OTHERWISE NOTED.

4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH

OWNER'S REPRESENTATIVE.

5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED

TO OWNER'S REPRESENTATIVE.

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ALL WORK COMPLETED IN

CONFORMANCE WITH CURRENT ADA STANDARDS.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

3. CONTRACTOR MAY ELECT TO PLACE ROAD GRAVEL FOR CONSTRUCTION ACCESS

AROUND THE PUMP STATION. RESTORATION WILL NOT REQUIRE REMOVAL OF THE

ROAD GRAVEL. ROAD GRAVEL MAY BE LEFT IN PLACE, COVERED WITH TOPSOIL

AND SEEDED.

GRADING NOTES

1. EXISTING 3" WATER SERVICE LOCATION BASED ON RECORD

UTILITY DRAWINGS (NOT LOCATED IN FIELD)

2. EXISTING 4" FORCEMAIN LOCATION BASED ON RECORD

UTILITY DRAWINGS (NOT LOCATED IN FIELD)

3. 1975 PLAN DRAWINGS OF DUPLEX PUMP STATION

(ALL ELEVATIONS MUST BE VERIFIED IN THE FIELD)

4. GRAVITY SEWER TO BATHROOM FACILITY

4" DIAMETER PER RECORD DRAWING (VERIFY IN FIELD)

5. SEE SPECIFICATIONS FOR THE OPERATIONAL PARAMETERS

OF THE PROPOSED PUMP STATION.

UTILITY NOTES

1NEW PACKAGE

PUMP STATION

New Package Pump Station

NO SCALE

1. CONTRACTOR SHALL PROVIDE VACUUM TRUCK TO PUMP

STATION DRY AND REMOVE SLUDGE DEPOSITION.

CONTRACTOR SHALL FIELD VERIFY MEASUREMENTS TO

INVERT OF THE BOTTOM OF WET WELL, INVERT TO SANITARY

SEWER DISCHARGE, AND INVERT TO FORCEMAIN.

CONTRACTOR SHALL DOCUMENT AND REPORT

MEASUREMENTS TO ENGINEER (PSC)

2. CONTRACTOR PROVIDED FIELD MEASUREMENTS SHALL BE

UTILIZED TO PREPARE FINAL SHOP DRAWINGS FOR THE NEW

PUMP STATION.

PUMP STATION DEMOLITION NOTES

EXISTING CONCRETE

BALLAST TO REMAIN

REMOVE WALLS OF WET WELL

TO DEPTH OF THE BOTTOM

OFTEN VALVE CHAMBER

4'0"

STATION INVERT

TOP OF STATION - 696.6 (PROPOSED)

INFLOW INVERT

689.9 (FIELD MEAS.)

EX. 4" SANITARY

SEWER

4" FORCEMAIN INV.

692.5 (1974 PLAN)

(SEE PUMP STATION NOTE 1)

6'0"

4" REPAIR CLAMP

4" PVC SCH40

4" PRESSURE

REPAIR CLAMP

EXISTING STEEL TANK

WALLS TO REMAIN

4'0"

6'0"

STEEL COVER

LOCKABLE W/ OWNER

SUPPLIED PADLOCK

4" PRESSURE

REPAIR CLAMP

4" PVC SCH 40

FORCEMAIN EX. 4"

SEWER

692.5 (1974 PLAN)

STEEL POST MOUNTED

DUPLEX PANEL

(FIELD INSTALLED)

4" REPAIR CLAMP

BACKFILL WITH

MDOT CLASS II

FILL ANNULAR SPACE

BETWEEN STEEL WALL AND

NEW PUMP STATION WITH

CONCRETE

684.6 (PROPOSED)

1/8" 302 STAINLESS

STEEL LIFTING CABLE 4" TOPSOIL

FLOAT TREE

ASSEMBLY

DISCHARGE

PIPING

GUIDE RAILS

PUMP

1" = 10'

201050

SCALE: 1" = 10'

RESTORE EXISTING GRADES

AND PLACE TOPSOIL AND

SEED PER SPECIFICATIONS

RESTORE ALL CONCRETE

IMPACTED BY CONSTRUCTION

IN KIND, TYP.

RESTORE ALL ASPHALT IMPACTED

BY CONSTRUCTION IN KIND, TYP.

NEW BURIED

ELECTRICAL

NEW STEEL POST MOUNTED

DUPLEX PANEL

NEW BURIED

ELECTRICAL

EXISTING

TRANSFORMER

EXISTING METER

RESTORE EXISTING GRADES

AND PLACE TOPSOIL AND

SEED PER SPECIFICATIONS

EXISTING 1-PHASE

220V SERVICE

EX. 3 - #4 ALUMINUM AND COPPER GROUND

ALTERNATE #1 - REPLACE BURIED ELECTRICAL

(SEE ALTERNATE NOTE)

1. BASE PROJECT SCOPE OF WORK ASSUMES REUSE OF EXISTING ELECTRICAL

CIRCUIT SERVING THE EXISTING PUMP STATION. ALTERNATIVE #1 IS PROVIDED IN

THE EVENT THAT THE EXISTING SERVICE IS DETERMINED TO REQUIRE

REPLACEMENT.

2. ALTERNATE #1 - INSTALL NEW ELECTRICAL CIRCUIT TO NEW PUMP STATION

CONTROL PANEL. WORK SHALL INCLUDE CODE COMPLIANT ELECTRICAL CIRCUIT

IN BURIED CONDUIT BETWEEN THE NEW PUMP STATION CONTROL PANEL AND

THE EXISTING ELECTRICAL PANEL IN THE BATHROOM FACILITY. WORK SHALL

MINIMIZE IMPACT TO EXISTING TREES. WORK SHALL INCLUDE REPLACEMENT OF

IMPACTED CONCRETE SIDEWALK AND RESTORATION OF TURF.

ALTERNATE #1 - REPLACE BURIED ELECTRICAL

EX. UG ELECTRIC SECONDARY

3-2/0 ALUMINUM

Addendum #107.19.23

Bidding and Contract Document (R 03/22) Project Name: Father Marquette National Memorial - Pump Station Replacement File No. 751/18297.TAP

Schedule of Alternates - The Bidder will complete (or deduct from the Contract) the parts of the Work designated by the Alternates that follow and accept in full payment (or allow in full credit) for those parts of the Work the following Item Bid Prices:

Alternate Item No.

Bid Quantity

Description

Unit Price

Item Bid Price

#1 1 Replace Buried Electrical Circuit to

Pump Station Panel

The Bidder further acknowledges and agrees that the separate prices bid on this “Schedule of Alternates,” where they are applicable and deemed acceptable by the Owner, will be used if incorporated into the Contract when the Owner issues the Notice of Award.

Schedule of Unit Prices or Contingent Change Order Prices - The Bidder shall use this “Schedule” to quote unit prices identified in the bid documents or propose other contingent Change Order prices. The proposed Unit Prices or contingent Change Order prices set forth in this schedule, at the sole discretion of the Owner, may, or may not be incorporated into the Contract Documents. The Owner reserves the right to negotiate Unit Prices or contingent Change Order prices set forth herein prior to their possible incorporation into the Contract Documents.

Item No. Bid Quantity

Description

Unit

Item Bid

Michigan Department of Natural Resources File No. 751/18297.TAP Heart of the Great Turtle Island – Pump Station Replacement Addendum #1 07/19/2023

PACKAGED SEWAGE PUMPING STATIONS 333213 - 1

SECTION 221343 - PACKAGED SEWAGE PUMPING STATIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes wet-well, packaged pumping stations with duplex submersible wet-well-mounting sewage pumps and post mounted control panel enclosure.

1.3 ACTION SUBMITTALS

A. Product Data: Include rated capacities, operating characteristics, furnished specialties, and accessories.

B. Design Information: Contractor submit pump station design for review.

1. Pumps: Capacity, pipe sizes, motor sizes, alarms, and electrical characteristics will be reviewed.

2. Control Panel: Electrical components will be reviewed.

C. Shop Drawings: Show fabrication and installation details for each packaged sewage pumping station. Detail equipment assemblies and indicate dimensions; shipping, installed, and operating weights; loads; required clearances; method of field assembly; components; electrical characteristics; and location and size of each field connection.

1. Wiring Diagrams: Power, signal, and control wiring.

1.4 INFORMATIONAL SUBMITTALS

A. Product Certificates: For each type of sewage pump, signed by product manufacturer.

B. Warranty: Special warranty specified in this Section.

1.5 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For equipment to include in emergency, operation, and maintenance manuals.

1.6 QUALITY ASSURANCE

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.

PACKAGED SEWAGE PUMPING STATIONS 333213 - 2

B. Comply with HI 1.1-1.2, "Centrifugal Pumps for Nomenclature and Definitions"; HI 1.3, "Centrifugal Pumps for Design and Application"; and HI 1.4, "Centrifugal Pumps for Installation, Operation and Maintenance," for sewage pumps.

C. Comply with UL 778, "Motor-Operated Water Pumps," for sewage pumps.

D. Test accessories and controls through complete cycle. Provide test documentation that substantiates correct performance.

1.7 PROJECT CONDITIONS

A. Interruption of Existing Sanitary Sewer Service: Do not interrupt sanitary sewer service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary sanitary sewer service according to requirements indicated:

1. Notify Architect and Owner no fewer than two days in advance of proposed interruption of sanitary sewer service.

2. Do not proceed with interruption of sanitary sewer service without Architect's and Owner's written permission.

1.8 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of packaged sewage pumping stations that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Structural failures including shell.

b. Faulty operation of sewage pumps, controls, or accessories.

c. Deterioration of metals, metal finishes, and other materials beyond normal use.

2. Warranty Period for Shells: Two years from date of Substantial Completion.

3. Warranty Period for Sewage Pumps and Controls: Two years from date of Substantial

Completion.

PART 2 - PRODUCTS

2.1 WET-WELL, PACKAGED SEWAGE PUMPING STATIONS

A. Description: Factory fabricated, assembled, and tested with wet well for sewage pumps and collection of sanitary sewage and with a post mounted control panel enclosure.

B. Packaged, Submersible, Sewage-Pump Units:

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:

a. Goulds Water Technology; a Xylem brand.

b. Liberty Pumps.

c. Myers Pumps.

PACKAGED SEWAGE PUMPING STATIONS 333213 - 3

d. Stancor.

e. Zoeller Company.

2. Description: Factory-assembled and -tested, automatic-operation, basin-mounted, sewage-pump unit.

3. Pump Type: Submersible, end-suction, single-stage, close-coupled, overhung-impeller centrifugal pump as defined in HI 1.1-1.2 and HI 1.3.

4. Pump Casing: Cast iron.

5. Impeller: Stainless-steel

6. Motor: Hermetically sealed, capacitor-start type; with built-in overload protection; and three-conductor, waterproof power cable of length required and with grounding plug and cable-sealing assembly for connection at pump.

7. Control: Manufacturer's standard panel for one pump.

8. Controls: Automatic, with mechanical- or mercury-float switches and alternator.

9. Pump Discharge Piping: Factory fabricated, schedule 80 PVC with ball valves.

10. Basin: Watertight fiberglass and of size required for pumps, with inlet pipe connection and gastight cover with pump discharge and vent connections. Wet-Well, Packaged Sewage Pumping Stations with Duplex Submersible Sewage Pumps

C. General Characteristics:

1. Orientation: Underground top flush with grade

2. Control Panel: Post mounted

3. Shell: Fiberglass

4. Cover: Steel

5. Diameter or Dimensions of Shell: 42-inches

6. Height of Shell Base Section: 144-inches

7. Pumping Station, Inlet Pipe Size: 4-inch

8. Pumping Station, Discharge Pipe Size: As recommended by Manufacturer.

9. Float Switch operation As recommended by Manufacturer

10. Forcemain size 4-inch

11. Concrete Anti-Flotation Collar: 2-Cubic Yards (7800-lb)

D. Pumps:

1. A duplex set of pumps will be provided complete with a disconnect elbow and galvanized

/ stainless steel guide rails. The pumps shall be 240 volt, 1 phase and operate 100 GPM at 30-feet of total dynamic head (TDH). The pumps shall be supplied with lift out chains

E. Controls

1. Enclosure: NEMA 250, Type 4X, Exterior Post Mounted.

2. Switches: Four Mechanical-float type.

3. Overload protection for pumps not having an internal overload.

4. Disconnect and motor starter for each pump.

5. Pump starting circuit for capacitor start/capacitor run motors.

6. Pump run lights, HOA selector switches and seal leak indication for each pump.

7. Audible and visible high-water alarm with dry contact for remote monitoring

8. Control Sequence of Operation: Cycle each sewage pump on and off automatically to maintain wet-well sewage level. Automatic control operates both pumps in parallel if wet-well level rises above starting point of low-level pump, until shutoff level is reached.

Automatic alternator, with manual disconnect switch, changes sequence of lead-lag sewage pumps at completion of each pumping cycle.

2.2 SOURCE QUALITY CONTROL

A. Test and inspect sewage pumps according to HI 1.6, "Centrifugal Pump Tests." Include test recordings that substantiate correct performance of pumps at design head, capacity, suction lift, speed, and horsepower.

PACKAGED SEWAGE PUMPING STATIONS 333213 - 4

B. Test accessories and controls through complete cycle. Include test recordings that substantiate correct performance.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance.

B. Examine roughing-in of sewerage piping systems to verify actual locations of piping connections before packaged sewage pumping station installation.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 EARTHWORK

A. Excavation, trenching, and backfilling are specified in Section 312000 "Earth Moving."

3.3 INSTALLATION

A. Install packaged sewage pumping station components where indicated in accordance with manufacturers specifications.

B. Install basins on a minimum 6-inches bedding consisting of 95% crushed angular stone (MDOT

21AA).

C. Install a poured in place concrete anti-flotation collar. The unit shall be leveled, and filled with water, to the bottom of the inlet, to help prevent the unit from shifting while the concrete is being poured and set.

D. All backfill within 30feet of the lift station structure shall be sand.

3.4 STARTUP SERVICE

A. Engage a factory-authorized service representative to perform startup service.

B. Complete installation and startup check according to manufacturer's written instructions.

C. Adjust control set points pumps and to function smoothly as recommended by manufacturer.

D. Train owner's maintenance personnel to adjust, operate, and maintain controls and pumps.

END OF SECTION 333213

Beckett & Raeder Inc.

PRE-BID MEETING MINUTES

Father Marquette National Memorial - Pump Station Replacement File No. 751/18297.TAP Michigan Department of Natural Resources

PRE-BID MEETING MINUTES – Issued July 18, 2023

DATE: July 12, 2023 TIME: 1:30 p.m.

LOCATION: Father Marquette National Memorial, St. Ignace

ATTENDEES COMPANY

Keith Cheli MDNR Regional Field Planner Charlie Maltby MDNR Supervisor Straits State Park and Mackinac Island Harbor Eric Cowing MDNR District Supervisor Chris DeGood Beckett & Raeder, Inc.

Larry Belonga Belonga Excavating Glen Hampton Belonga Excavating Todd Conner J. Ranck Electric Inc.

Robert Fraser Maverick Conctruction, Inc.

Any answers provided at this meeting are considered clarifications of the bidding documents and are not intended to change them. If a point or concern raised during this meeting is deemed by the PSC and Owner to require a change to the bidding documents, such change will be reflected by the issuance of an addendum.

1.0 Introductions:

Keith Cheli –Regional Field Planner Michigan Department of Natural Resources (MDNR)

Charlie Maltby – Supervisor Straits State Park and Mackinac Island Harbor Michigan Department of Natural Resources (MDNR)

Eric Cowing – District Supervisor Michigan Department of Natural Resources (MDNR)

Tom Pawlowski – Project Director (Not in attendance at meeting)

Michigan Department of Technology, Management and Budget (MDTMB)

Chris DeGood– Professional Services Contractor

Beckett & Raeder, Inc.

2.0 Project Description:

This project involves sanitary sewer pump station partial demolition and replacement.

3.0 Site Visit

Pre-bid meeting was conducted at the project site at the Father Marquette National Memorial, 592 Boulevard Dr, St. Ignace, MI 49781

Father Marquette National Memorial - Pump Station Replacement

4.0 Bid Due Date:

Wednesday, July 26, 2023, at 2:00 p.m. (see Bid Summary, page 2 of the pdf). Note that bids are now electronically submitted through the SIGMA VSS website.

5.0 Bid Requirements (DC Specification):

1. Forms required for all bids: (per Section 00100 Article 2 Bid Checklist)

a. Bid Summary Form (DTMB-401D)

i. Submit Bid Summary Form with bidder information completed. Form must be properly signed (Section 00100 Article 8)

ii. Fill in base proposal amount.

iii. Check box for Qualified Disabled Veteran if applicable

iv. Fill in amounts for alternates to base bid. The Contract will be awarded on the basis of the Base Proposal Sum, and if accepted, any additive or deductive alternates in the order they are listed. (Spec Section 01030)

v. Acknowledge addenda received. (Section 00900)

2. Bid Schedule - Executed Bid Schedule, page 3 of the pdf – note that the project includes an Owner’s Contingency Allowance of $10,000.00, which is to be included in your Base Bid Complete the schedule. Note Provisionary Allowance.

3. Executed Schedule of Alternates (NA) and Unit Prices, page 4 of the pdf

4. Qualified Disabled Veteran Representation – complete the representation indicating whether firm is a QDV Business. (Section 00100 Article 2)

5. Certification of a Michigan Based Business – For bids exceeding $100,000, complete the certification (per Section 00100 Articles 2 and 6).

6. Bid Bond –

i. A certified check payable to the State of Michigan or a satisfactory bid bond executed by the bidder and surety company in the amount equal to five percent (5%) of the base proposal. Fill out form in specifications. Bid bond is to be furnished on the Surety’s standard form. (Section 00100 Article 4 Bid Guarantee)

ii. Signature Authorization or copy of the partnership agreement if signed by all partners

Submit the above electronically through the SIGMA VSS website. See Section 00100 Instructions to Bidders, Article 3 on page 15 of the pdf, for a link to complete instructions regarding the preparation and submission of bids. Note SIGMA file size limit: 6 mb.

6.0 Insurance Requirements

Must be submitted by Bidder upon notification of the intent to award the Contract.

1. Workers’ Compensation and Employer’s Liability

2. Commercial General Liability

3. Commercial Automobile Liability

4. Excess Liability and any other designated in Supplementary conditions.

5. Builder’s Risk – Contractor provides. (Section 00700 Article 3.4)

6. Other.

Father Marquette National Memorial - Pump Station Replacement

7.0 Before Bid Opening:

We are going to allow questions through this Wednesday, July 19, 2023, at 2:00 p.m. This should be noted in Article 8 of Section 00010 Pre-Bid Information (page 15). The contact person noted is Chris DeGood. You can e-mail questions to me by Wednesday July 19th at 2:00 p.m., at my e-mail address which is noted here (cdegood@bria2.com) and in Article 5.

This will allow me to issue an addendum no later than Friday, July 21, 2023, which is 3 working days before bids are due.

8.0 Unit Prices:

The addendum includes the addition unit prices on the page following the Bid Summary, page 4 of the pdf, for various items that we may add to or deduct from the project based on site conditions. The unit price provided should be based on a single unit.

9.0 Bid Guarantee:

Each bid must include a 5% bid security in the form of a certified check, a cashier’s check or a bid bond. See Section 00100 Instructions to Bidders, Item 4 (page 14). If a check or money order, it must be delivered before the bid due time to the Design & Construction Division in Lansing (see page 14 of the pdf for instructions). If a Bid Bond, it must be accompanied by the form included on page 6.

10.0 Prevailing Wage Rates:

State of Michigan prevailing wage rates are required. Schedules are included in Appendix V.

11.0 Michigan Preferences (Section 00010 Article 20)

All contractors and suppliers are encouraged to use Michigan products and recycled and/or environmentally friendly products whenever possible where price, quality and performance are equal to, or superior to non-Michigan products.

12.0 Contract Times:

See Article 23 of Section 00100 Instructions to Bidders for Contract Times – page 20. Work of all trades must be substantially completed by May 15, 2024 and final completed by June 12, 2024. We are targeting a Notice-to-Proceed by or before Wednesday August 16, 2022.

Typically the bathrooms remain open into the fall but they can be shut down anytime after Labor Day to accommodate construction. The expectation is that the work may begin this September, just after Labor Day and be completed before winter conditions no longer allow work. Or, then contractor may choose to begin the work after winter conditions in the spring and complete the project in accordance with the contract times.

13.0 Liquidated Damages:

See Article 23 of Section 00100 Agreement for Liquidated Damages – page 19. Liquidated Damages are a part of this contract and are set at $750 for each calendar day after substantial completion and $500 for each calendar day after final completion of the entire Work.

Father Marquette National Memorial - Pump Station Replacement

14.0 Permits:

The following permits have been applied for:.

• MDTMB SESC Plan Review (permit not required)

• LARA Permit (pending) (LARA approved plans included with Addendum #1)

This information is stated in Section 0200 Instructions to Bidders, Article 2, page 20.

15.0 Environmental Reports:

Not applicable

16.0 Payment:

We bring to your attention that the State will only disburse payments under this Contract through Electronic Funds Transfer, EFT’s. Contractors must register with the State, via SIGMA VSS to receive electronic fund transfer payments. See information about this in Article 7 of Section 00700 General Conditions, page 28 pf the pdf.

17.0 Allowances:

There is an allowance for Owner’s Contingency on the project. See Article 1.2 of Section 01020 Allowances (page 35), which outlines that you are to include in the Base Proposal Sum an allowance of $10,000 for Owners Contingency.

18.0 Alternates:

There are no alternates on the project. Since the pre-bid meeting an alternate for a new electrical service line has been added to the project.

19.0 On-Site Superintendent:

The successful bidder will be the General Contractor for this work and is required, per Article

2.3 of Section 00700 General Conditions (page 23) to have a full-time superintendent on the Work site at all times while work is being done. Even if work is being performed by subcontractors, the prime contractor’s superintendent must be on site.

20.0 Special Working Conditions

Working on State owned property. Working hours shall be between 6 AM and 6 PM, Monday through Friday. Alternate or additional weekday hours or work on Saturdays or Sundays is not allowed unless written permission is granted from the Owner.

There will be a special event at the project site, Rendezvous at the Straits French Voyager Reenactment and Pow Wow, on August 25th, 26th and 27th. Work at the project site cannot begin until August 28th.

21.0 Questions:

The following Questions were asked at the meeting:

Father Marquette National Memorial - Pump Station Replacement

Q: Are there record drawings available?

A: Record Drawings will be released with Addendum #1

Q: What is the warranty for the project?

A: Per Section 5.1 of the DC Specifications:

One-Year

“The Contractor must furnish the State with a written guarantee to remedy any defects due to faulty materials or labor which appear in the Work within one year from the date of final acceptance by the State.”

Q: Is an archeological investigation required?

A: No

Q: Is there an Irrigation system?

A: No

Q: Can the trees be trimmed?

A: Yes, the cedar trees are sacred to the Sault Ste. Marie Tribe of Chippewa Indians. The Contractor may conduct minimal selective limbing with MDNR approval and supervision.

Q: Can the location of the control panel be adjusted?

A: Yes, the location of the control panel can be moved with owner and engineer approval.

Chris DeGood

From: DTMB-SESC <DTMB-SESC@michigan.gov>

Sent: Thursday, June 22, 2023 10:58 AM

To: Paul Troutman

Cc: Chris DeGood; Pawlowski, Thomas (DTMB); Hall, Daniel (DTMB)

Subject: RE: Father Marquette National Memorial Sewage Pump Station Replacement

(751/18297.TAP) - DTMB SESC Checklist Review

The Dept. of Technology, Management & Budget (DTMB), Design and Construc�on Division, Soil Erosion and

Sedimenta�on Control Program, has received the project drawings and specifica�ons for the Father Marque(e Na�onal

Memorial Sewage Pump Sta�on Replacement project.

A,er a review of the design plans & specifica�ons it was my determina�on that an SESC Permit is not required for this project. Please Follow the design document specified SESC measures and all requirements in accordance with Rule 1709 promulgated under the authority of Part 91, 1994PA 451.

• Install temporary soil erosion & sedimenta�on control measures before or upon commencement of the earth change ac�vity and maintain the measures on a daily basis.

• Complete all soil erosion control measures at the comple�on of work and make certain that all soils are established, and permanent seeding is completed at the end of work.

Please no�fy the project director when SESC work is complete.

Thank you, John

From: Paul Troutman <ptroutman@bria2.com>

Sent: Monday, June 19, 2023 10:56 AM

To: DTMB-SESC <DTMB-SESC@michigan.gov>

Cc: Chris DeGood <cdegood@bria2.com>

Subject: Father Marquette National Memorial Sewage Pump Station Replacement (751/18297.TAP) - DTMB SESC

Checklist Review

CAUTION: This is an External email. Please send suspicious emails to abuse@michigan.gov

To whom it may concern, A(ached you will find the project’s PDF plan set as well as the PSC’s DTMB checklist (in PDF) for review.

Thank you, Paul Troutman Project Engineer

Beckett&Raeder, Inc.

Making Great Places for over 50 Years 535 West William St Suite 101 Ann Arbor, MI 48103

Office: 734.663.2622 Direct Line: 734.239.6619

Petoskey, MI 231.347.2523 Traverse City, MI 231.933.8400