The Market - Addendum No. 1.pdf

1104 S. Mitchell St., Cadillac, MI 49601 (231) 779-4002 P (231) 779-4022 F www.dkdesign.cc

ADDENDUM NO. 1

PROJECT: The Market at Cadillac Commons

ARCHITECTS PROJECT NUMBER: 24113A

117 W. Cass ST.

Cadillac, MI 49601

October 9, 2024

This addendum is issued prior to award of contract to amend the Contract Documents identified as above.

This addendum shall apply to all applicable provisions of General and Supplementary Conditions, Instructions to Bidders and other contract documents as though items included were part of said contract documents as originally issued.

Except as otherwise specifically mentioned, the general character of the work required by the addendum shall be the same as originally specified, and all incidentals required in connection with the work hereinafter described shall be included even though not specifically mentioned. Where an item is mentioned with no additional specifications given, reference is to be made to the original specifications.

General:

Item No. 1: Pre-bid Attendees See attached compilation of pre-bid sign-in sheet.

Item No. 2: Scope Clarification Base bid to include all components shown on drawings for a complete project. Price shall include civil (including landscaping and site amenities), general trades, mechanical, plumbing, electrical, and audio/visual (all trades).

Civil Items:

Item No. 3: Reference Sheet D1.0 (not re-issued) A. Boxed Note references Prein & Newhof sheets, but incorrectly denoted sheets C1.0 through

C1.6. There is no sheet C1.6. Note should say C1.0 through C1.5.

Item No. 4: Reference Sheet C1.1 (re-issued) B. Approximate location of pet waste station is shown adjacent to bike canopy.

C. Only 1 EV charging station pedestal will be installed between the parking spaces.

The EV charging station will be a dual port station capable of charging 2 cars at one time.

Conduit for electrical supply to the station will be as required by the manufacturer specifications. Provide and install required breaker at panel.

D. Additional notes for replacement of retaining wall.

Item No. 5: Reference Sheet C1.4 (re-issued) A. Standard Duty HMA Pavement detail – HMA to be placed in one course of 3” depth consisting of

HMA, 4EL.

http://www.dkdesign.cc/

The Market at Cadillac Commons Addendum No. 1 October 9, 2024

1104 S. Mitchell St., Cadillac, MI 49601 (231) 779-4002 P (231) 779-4022 F www.dkdesign.cc

B. Landscape Planting Detail added to sheet with approximate quantity of plants needed.

Item No. 6: Reference Sheet C1.5 (re-issued) A. Revised special provision to include site amenities for Pet Waste Station, Bike Canopy, Bicycle

Rack, and EV Charging Station. Product information sheets are included.

Item No. 7: Bicycle Racks Product number CR2-02-SM, as manufactured by sitescapes of Lincoln, NE, is an acceptable alternate to the bicycle rack specified.

Architectural Items:

Item No. 8: Masonry Existing split-faced masonry on existing utility building to be ground, as required for installation of drinking fountain as shown.

Item No. 9: Existing Hurricane Screens Contractor is responsible for disposal of existing hurricane screens after removal. City of Cadillac does NOT desire to keep them.

Item No. 10: Metal Stud Framing Metal stud framing shown shall be 12 gauge (262S162-97). Metal stud header shall be 12 gauge (1000S162-97), header track shall be 16 gauge, minimum.

Item No. 11: Coat Hooks Coat hooks shall be provided as an accessory of the toilet stalls. Delete reference to additional coat hooks on Sheet A5.9.

Item No. 12: Aluminum Windows Manco 2727I and Quaker T600 Series are acceptable alternates to the specified window.

Item No. 13: Electric Hand Dryers Provide and install two (2) electric hand dryers as specified in each toilet room.

Item No. 14: Overhead Doors A. Wayne-Dalton Model 452 is an acceptable alternate to the door manufacturer and model specified.

B. The residential openers specified (or equivalent), are acceptable. Wall buttons to be standard wall buttons (not three button as specified). Locate buttons in Storage 104.

C. Doors to be hung plumb. Provide and install 4”, adjustable, brush sweeps equal to Reese 978 if door manufacturer’s bottom seal will not accommodate the floor slope of 1% across the door width.

END OF ADDENDUM NO. 1

http://www.dkdesign.cc/

The Market at Cadillac Commons PRE-BID MEETING, DK Design Job #2113A October 2, 2024 – 10:00 am

Name/Company Address/Email Phone

1 Tim Hillman thillman@fzcorp.com (616) 350‐7320

Feyen Zylstra

2 Shawn Atkins shawn@atkinselectricllc.com (231) 839‐5239

Atkins Electric

3 Brian Kanouse briank@shorelinepowerservices.com (231) 912‐9009

Shoreline Power Services

4 Mike Longowski mikel@pumford.com (989) 751‐0661

Pumford Construction

5 Rigo Ortega rortega@mooremech.net (231‐651‐9644

Moore Mechanical

6 Keith Gyulveszi keithg@johnsonwoodllc.com (989) 737‐9366

Johnson & Wood Mechanical

7 Trevor Rigney trevor@storyroofing.com (231) 493‐5447

Story Roofing

8 Skip Seelye skip.cityglass@yahoo.com (231) 775‐4500

City Glass

9 Josh Lewis 4780 W. River Dr., NE, Comstock Park, MI (616) 363‐5692

Discount Door Company discountdoorgr@gmail.com

10 Dave Johnston (734) 891‐2379

E & L Construction

11 Dave Rye drye@teambobs.com (906) 396‐5716

Team Bob's

12 Kris Weathers kweathers@advantagemi.com (231) 929‐4900

Advantage Electric

13 Patrick Schoelbach pschoelbach@teambobs.com (231) 642‐7736

Team Bobs

14 Greg Gillum gillumg@ritsema.com (231) 499‐4831

Ritsema Associates

15 Doug Schaub doung@grantmechanicaltc.com

Grant Mechanical

16 Steven Coen stevencoen@johnegreen.com (231) 286‐6513

John E. Green

17 Randy Reed rreed489@gmail.com (231) 878‐3684

Double J Lawncare

18 Mike Fouchey mikef@oscelectric,com (231) 649‐2203

OSC Electric, Inc. troym@oscelectric.com (231) 735‐3518

19 Kelly Pahlkotter 3595 S. Baldwin Rd, Suite 219, Lake Orion, MI 48359 (989) 423‐8264

Benchmark Building Solutions kelly@buildwithbenchmark.com

20 Crystal Robinson (231) 253‐6800

Brought To You By Broughton

21 Chad VanderCook cvandercook@rieth‐riley.com

Rieth‐Riley

22 Adam Erickson adam@isenhartelectric.com

Isenhart Electric

23 Ken Orshal kenorshal@gmail.com (231) 920‐1262

Orshal Construction

24 Gerald Losinski losinskigerald@yahoo.com (231) 920‐9999

Orshal Construction

25 Dean Anderson dean@vansplumbing.com

Vans Mechanical

26 Mike Schepers mmschepers@yahoo.com (231) 878‐0179

Schepers Mechanical

27 Bob Cole bob@cole‐inc.com (231) 920‐9804

Cole, Inc.

28 Eric Bair eric@cole‐inc.com (231) 846‐5597

Cole, Inc.

29 Eli Hoffert maverickmechanical@gmail.com (231) 920‐7599

Maveric Mechanical

30 Dan Cornwell dan.mavericmechanical@gmail.com

Maveric Mechanical

0 10' 20'

ARCHITECTURE

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger

E. Seguin

July 15, 2024

24113A

Pr op os ed

R en ov at io n

/T oi le t R oo m

A dd iti on fo r:

Th e

M ar ke t a t C ad ill ac

C om m on s

W

. C as s St

Ca di lla c, M

I 4

CIVIL DESIGN BY:

100 E. CHAPIN STREET, SUITE A,

CADILLAC, MI 49601

ADDENDUM 1, OCT 4, 2024

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1. SEE ELECTRICAL PLANS FOR LOCATION AND DETAILS ON SITE SEE ELECTRICAL PLANS FOR LOCATION AND DETAILS ON SITE LIGHTING AND TRANSFORMER. 2. REFER TO SPECIFICATIONS FOR BITUMINOUS PAVEMENT MIX REFER TO SPECIFICATIONS FOR BITUMINOUS PAVEMENT MIX REQUIREMENTS. 3. ALL BUILDING WORKING POINTS AND REFERENCE POINTS ARE ALL BUILDING WORKING POINTS AND REFERENCE POINTS ARE GIVEN AT THE OUTSIDE CORNER OF BUILDING. 4. COORDINATE WITH IRRIGATION AND ELECTRICAL CONTRACTOR COORDINATE WITH IRRIGATION AND ELECTRICAL CONTRACTOR FOR SIZE AND PLACEMENT OF ALL SLEEVES PRIOR TO PAVING, CONCRETE AND RESTORATION WORK. 5. STANDARD PAVEMENT MARKINGS SHALL BE YELLOW. BARRIER STANDARD PAVEMENT MARKINGS SHALL BE YELLOW. BARRIER FREE PAVEMENT MARKINGS SHALL BE BLUE 6. RETAINING WALL THAT IS REMOVED FOR PLACEMENT OF NEW RETAINING WALL THAT IS REMOVED FOR PLACEMENT OF NEW UTILITIES IS TO BE REPLACED IN KIND WITH SALVAGED BLOCKS OR NEW CONCRETE

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SITE LAYOUT NOTES

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BARRIER FREE RAMP

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STANDARD DUTY CONCRETE PAVEMENT

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STANDARD DUTY BITUMINOUS PAVEMENT

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SIGN

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CONCRETE STRAIGHT CURB

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CONCRETE CURB & GUTTER

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SITE LAYOUT LEGEND

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BARRIER FREE LANDING

AutoCAD SHX Text A5 STANDARD DUTY BITUMINOUS PAVEMENT SEE DETAIL A5 STANDARD DUTY BITUMINOUS PAVEMENT SEE DETAIL A5 SEE DETAIL A5 C9 STANDARD DUTY CONCRETE WALKWAY/PAVEMENT SEE DETAIL C9 STANDARD DUTY CONCRETE WALKWAY/PAVEMENT SEE DETAIL C9 SEE DETAIL C9 C29 CONCRETE TURNED DOWN WALK SEE DETAIL C29 CONCRETE TURNED DOWN WALK SEE DETAIL C29 SEE DETAIL C29 C35 CONCRETE WALKWAY CONNECTION SEE DETAIL C35 CONCRETE WALKWAY CONNECTION SEE DETAIL C35 SEE DETAIL C35 C36 BARRIER FREE CONCRETE WALK RAMP SEE DETAIL C36 BARRIER FREE CONCRETE WALK RAMP SEE DETAIL C36 SEE DETAIL C36 M1 PIPE BOLLARD SEE DETAIL M1PIPE BOLLARD SEE DETAIL M1SEE DETAIL M1

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SITE LAYOUT KEY

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NEW HMA PLACED AFTER SEWER LATERAL IS CONNECTED

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PROP 6" PVC SAN LATERAL SEE SHEET C1.2

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SALVAGED RETAINING WALL

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PROPOSED 80A EV CHARGER STATION WITH 2 HEADS

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PROPOSED 60A EV CHARGER STATION

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PROPOSED BATHROOM BUILDING FFE: 1301.6

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PROPOSED FEED FOR EV CHARGING STATIONS

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PROPOSED 4" CONC SIDEWALK

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PROPOSED CURB TO MATCH EXISTING CURB PROFILE

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EXISTING MARKET BUILDING FFE: 1301.56 AT EAST SIDE

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REMOVE EX CATCH BASIN

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PLACE NEW 4' STRUCTURE SEE UTILITY PLAN FOR DETAILS

AutoCAD SHX Text PROPOSED RAIN GARDEN PLANTINGS TO BE INSTALLED PER MDOT STANDARD PLAN R-100-I SPECIES/LAYOUT OF PLANTINGS TO BE DETERMINED

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10 PROPOSED BIKE RACKS WITH CANOPY ON PERMEABLE CONCRETE SURFACING

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LANDSCAPING STONE

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LANDSCAPING STONE

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MDOT F4 CURB WITH REVERSE GUTTER PAN

AutoCAD SHX Text PLACE LIGHT STANDARD PER MDOT STANDARD DETAIL R-130-A AND PLACE SALVAGED LIGHT POLE WIRING/CONDUIT NEEDED FOR PLACEMENT INCLUDED IN LIGHT STANDARD PAY ITEM

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DOG WASTE STATION

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SECTION

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger

E. Seguin

July 15, 2024

24113A

Pr op os ed

R en ov at io n

/T oi le t R oo m

A dd iti on fo r:

Th e

M ar ke t a t C ad ill ac

C om m on s

W

. C as s St

Ca di lla c, M

I 4

CIVIL DESIGN BY:

100 E. CHAPIN STREET, SUITE A,

CADILLAC, MI 49601

ADDENDUM 1, OCT 4, 2024

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VARIES

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VARIES

AutoCAD SHX Text DOWEL BAR SHALL BE 16" LONG, #4 SMOOTH BAR, CENTERED VERTICALLY & PLACED @ 12" C/C IN CONC. WALKWAYS & 24" C/C IN DRIVEWAYS, REFER TO NOTE #4 FOR LOCATION

AutoCAD SHX Text EXPANSION/CONTROL JOINT NOTES 1. CURBS SHALL BE SAWCUT OR TOOLED AT 10' ON-CENTER, EXCEPT WHERE EXP. JNTS. ARE REQ'D. 2. SIDEWALK & PAVEMENT JOINTS SHALL EXIST AS SHOWN ON LANDSCAPE DWGS PER MDOT STD PLAN R-29-1 3. SEPARATE CONCRETE POURS WILL REQUIRE BUTT-TYPE EXPANSION JOINTS. 4. DOWELS ARE TO BE PLACED IN EXPANSION JOINTS AT BUILDING & CONCRETE STOOPS INTERFACE REFER TO ARCH. DETAILS & WHERE HEAVY DUTY SIDEWALKS ABUT TO CONCRETE VALLEY GUTTERS AT DRIVEWAY ENTRANCES. 5. REFER TO DETAIL C35 FOR DOWELS INTO EXISTING CONCRETE SIDEWALKS.

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AutoCAD SHX Text TOOLED JOINT, PER LANDSCAPE DWGS. - SAWCUT TOOLED JOINT AS REQ'D TO ACHIEVE THE 1/3 DEPTH OF SLAB W/EXTERIOR JOINT SEALANT

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1/2" PRE-MOLDED FIBER JOINT FILLER W/PREVENT BOND

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EDGE EACH SIDE W/1/8" RADIUS W/EXTERIOR JOINT SEALANT

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BUTT-TYPE EXPANSION JOINT

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CONTROL JOINT

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BACKER ROD OR 1/2" PRE-MOLDED FIBER JOINT FILLER

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INDUCED CRACK

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EXPANSION & CONTROL JOINT

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SCALE : NONE

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PLANTING DETAIL

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SCALE : NONE

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GRADE POINT

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GRADE POINT

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REFER TO PLAN&DETAILS FOR CONCRETE WALKWAY AND CROSS SECTION

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CONCRETE WALK RAMP

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SCALE : NONE

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BARRIER FREE

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HMA PAVEMENT

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STANDARD DUTY

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

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12" MDOT CL. II SAND OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX DENSITY

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COMPACTED SUBGRADE

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6" MDOT 21AA CRUSHED CONCRETE AGGREGATE BASE COMPACTED TO 98% MAX. DENSITY

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3" COURSE OF MDOT 4EL (ONE COURSE PLACEMENT IS APPROVED)

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WALKWAY/PAVEMENT

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STANDARD DUTY CONCRETE

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

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4" CONCRETE

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4" MDOT CL. II SAND OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX DENSITY

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COMPACTED SUBGRADE

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MAX CROSS SLOPE ON WALK IS 2%

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TURNED DOWN WALK

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CONCRETE

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

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(3) #4 BARS CONT.

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12" RADIUS

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4" MINIMUM THICK CONCRETE

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REFER TO SITE PLAN AND DETAILS FOR CONCRETE AND CROSS SECTION

AutoCAD SHX Text 4" MINIMUM THICK CLASS II SAND OR APPROVED NATIVE SOILS COMPACTED TO 95% MAX. DENSITY

AutoCAD SHX Text REFER TO PLANS FOR PAV'T TYPE, CROSS-SECTION, LOCATION, DETAILS, AND ADD'L INFORMATION

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COMPACTED SUBGRADE

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REFER TO LANDSCAPE DWGS. FOR EXP. JOINTS & SCORING PATTERNS

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CONNECTION

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CONCRETE WALKWAY

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SCALE: NONE

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REFER TO PLAN&DETAILS FOR PROP. CONCRETE WALKWAY AND CROSS-SECTION

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SECTION

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PLAN

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SPACE AT 12" O.C.

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TYP.

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REFER TO PLANS

AutoCAD SHX Text EXIST. CONC. WALKWAY CONNECTION CONFIGURATION MAY VARY, REFER TO PLANS FOR LOCATION

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MAINTAIN 6" CLR FROM EDGE OF WALK, TYP.

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14" SMOOTH SMOOTH DOWELS, TYP.

AutoCAD SHX Text CORE " HOLE IN EXIST. 12" HOLE IN EXIST. HOLE IN EXIST.CONC. WALKWAY & EPOXY GROUT DOWELS IN PLACE, CENTER DOWELS VERTICALLY

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EXIST. CONC. WALKWAY

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ST3

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FLAT TOP CATCH BASIN

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STANDARD PRECAST

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NOT TO SCALE

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1. PRECAST CONCRETE CATCH BASIN SHALL MEET ASTM C478. PRECAST CONCRETE CATCH BASIN SHALL MEET ASTM C478. 2. IF BOTTOM IS PRECAST CONCRETE, SET ON MINIMUM 4" SAND SUBBASE IF BOTTOM IS PRECAST CONCRETE, SET ON MINIMUM 4" SAND SUBBASE (CIP) OR CLASS 1A CRUSHED STONE WRAPPED WITH GEOTEXTILE FABRIC.

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NOTES

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2'-0" SUMP

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MINIMUM

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VARIES

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MINIMUM

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PREMIUM RUBBER JOINT

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FLAT TOP

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ADJUSTING RINGS (6" MIN. - 15" MAX.)

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COVER, AS SPECIFIED

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FINISH GRADE

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SET FRAME IN SOFT MORTAR BED

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3" (TYP.)

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INLET PROTECTION

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SOIL EROSION CONTROL

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NOT TO SCALE

AutoCAD SHX Text COMPOST FILTER SOCK (DIAMOND SOCK) ALL INLETS NOT IN PAVED NOT IN PAVED IN PAVED AREAS

AutoCAD SHX Text REFER TO PLANS FOR LOCATIONS OF ANY TYPE OF STORM SYSTEM STRUC. REQUIRING SEDIMENT PROTECTION

AutoCAD SHX Text INLET SILT CONTROL BAG, W/OVERFLOW. (SILTSAK, MANF. BY A.C.F. ENVIRONMENTAL, OR CATCH-ALL, MANF. BY MARATHON MATERIALS, INC, OR APPROVED EQUAL)

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REFER TO M.D.O.T SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-96-E

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CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

D. DeKryger

E. Seguin

July 15, 2024

24113A

Pr op os ed

R en ov at io n

/T oi le t R oo m

A dd iti on fo r:

Th e

M ar ke t a t C ad ill ac

C om m on s

W

. C as s St

Ca di lla c, M

I 4

CIVIL DESIGN BY:

100 E. CHAPIN STREET, SUITE A,

CADILLAC, MI 49601

ADDENDUM 1, OCT 4, 2024

AutoCAD SHX Text C1.5