512.23121.JLM Chesterfield Bid Addendum 01.pdf

DTMB-0414 (Rev 10/22)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND

BUDGET

State Facilities Administration Design and Construction Division

CONSTRUCTION BID ADDENDUM NO. 01

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

1/12/2024

PROJECT NAME

Chesterfield Veterans Home – Maintenance Building & Warehouse

FILE NUMBER

512/23121.JLM

PROFESSIONAL

Wayne Dutton – Sidock Group

PROJECT DIRECTOR

Josiah L Meyers,P.E.

BID OPENING DATE:

1/31/2024

ADDENDUM ITEMS:

The following clarifications are provided to all bidders:

1. The mandatory pre-bid meeting sign-in sheets are attached to this document.

2. A specification table of contents is attached to this document.

3. An asphalt paving detail is attached to this document.

4. The Davis Bacon Prevailing Wages document has been uploaded and is available on SIGMA.

5. The soils report has been uploaded to and is available on SIGMA.

6. Security clearance is not required for site access as stated within the MichSpec document.

7. Site paving: The new paving shall be bid as follows. All new curbs to be concrete per plans. All new walkways shall be concrete per plans. The new driveway and vehicle parking area shall be asphalt (in lieu of concrete as indicated on the drawings). A new drawing will not be issued at this time.

8. Construction staging area: The abandoned roads adjacent to the project site can be used for contractor staging. Security/protection of any stored materials is the sole responsibility of the GC.

9. Any damage to the existing roadways due to construction activities shall be repaired at the expense of the GC. Repairs shall result in a finish equal to the roadways condition prior to construction.

10. The engineered building siding and roofing finish is to be Kynar 300.

11. Project photos are required to be inserted into contractor daily report files prior to submission.

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: Wayne Dutton, Sidock Group Inc. DATE: 1/12/2024

APPROVED BY

PROJECT DIRECTOR: : Josiah L. Meyers, P.E. DATE: 1/12/2024

All dates remain unchanged.

MEETING ATTENDANCE RECORD

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

DESIGN & CONSTRUCTION DIVISION

DATE-TIME

January 10, 2023@ 10:00 a.m.

LOCAT£ON

Chesterfield Vet Home 47901 Sugarbush Rd.

Chesterfield, Ml 48047

PLEASE PRINT YOUR NAME

Josiah L. Meyers

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FILE NUMBER

512/23121.JLM

REPRESENTING

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PROJECT AND MEETING PURPOSE

Mandatory Pre-Bid Meeting

Chesterfield Vet Home Maintenance Bldg. and Warehouse

PHONE NO. I E-MAIL ADDRESS

269-213-6241 I meyersj11@michigan.gov

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Project: Chesterfield Veterans Home – Maintenance Building and Warehouse Project Number: 512/23121.JLM

SPECIFICATIONS – TABLE OF CONTENTS

SECTION SHEETS THRU

Section 01

Section 013000 Administrative Requirements 013000-1 thru 013000-5 Section 014000 Quality Requirements 014000-1 thru 014000-2 Section 015000 Temp. Facilities & Controls 015000-1 thru 015000-2 Section 016000 Product Requirements 016000-1 thru 016000-2 Section 017000 Execution and Closeout Requirements 017000-1 thru 017000-6

Section 02

Section 020000 Existing Conditions 020000-1 thru 020000-4 Section 022113 Site Surveys 022113-1 thru 022113-1 Section 024100 Site Demolition 024100-1 thru 024100-5

Section 03

Section 033000 Cast-in-Place Concrete 033000-1 thru 033000-7 Section 033511 Concrete Floor Finishes 033511-1 thru 033511-2

Section 04

Section 042000 Unit Masonry 042000-1 thru 042000-5 Section 042616 Adhered Masonry Veneer 042616-1 thru 042616-2

Section 05

Section 055000 Metal Fabrications 055000-1 thru 055000-2

Section 06

Section 061000 Rough Carpentry 061000-1 thru 061000-4 Section 062000 Finish Carpentry 062000-1 thru 062000-3 Section 064100 Architectural Wood Casework 064100-1 thru 064100-4

Section 07

Section 072100 Thermal Insulation 072100-1 thru 072100-3 Section 078400 Firestopping 078400-1 thru 078400-3 Section 079200 Joint Sealants 079200-1 thru 079200-6

Section 08

Section 081113 Hollow Metal Doors and Frames 081113-1 thru 081113-5 Section 081416 Flush Wood Doors 081416-1 thru 081416-3 Section 083100 Access Doors and Panels 083100-1 thru 083100-2 Section 083613 Sectional Doors 083613-1 thru 083613-4 Section 084313 Aluminum-Framed Storefronts 084313-1 thru 084313-4

Section 087100 Door Hardware 087100-1 thru 087100-10 Section 088000 Glazing 088000-1 thru 088000-5

Section 09

Section 092116 Gypsum Board Assemblies 092116-1 thru 092116-8 Section 093000 Tiling 093000-1 thru 093000-5 Section 095100 Acoustical Ceilings 095100-1 thru 095100-4 Section 099113 Exterior Painting 099113-1 thru 099113-4 Section 099123 Interior Painting 099123-1 thru 099123-3

Section 10

Section 102800 Toilet, Bath, and Laundry Accessories 102800-1 thru 102800-3

Section 13

Section 133419 Metal Building Systems 133419-1 thru 133419-4

Section 22

Section 220500 Basic Plumbing Materials and Methods 220500-1 thru 220500-9 Section 220503 Pipes and Tubes 220503-1 thru 220503-4 Section 220523 Valves 220523-1 thru 220523-2 Section 220529 Pipe Hangers and Supports 220529-1 thru 220529-2 Section 220719 Plumbing Insulation 220719-1 thru 220719-4 Section 221116 Domestic Water Piping 221116-1 thru 221116-6 Section 221316 Sanitary Waste and Vent Piping 221316-1 thru 221316-6 Section 221319 Sanitary Waste Piping Specialties 221319-1 thru 221319-10 Section 221413 Storm Drainage Piping 221413-1 thru 221413-6 Section 224200 Commercial Plumbing Fixtures 224200-1 thru 224200-13 Section 224700 Drinking Fountains and Water Coolers 224700-1 thru 224700-4

Section 23

Section 230500 Basic mechanical Materials and Methods 230500-1 thru 230500-9 Section 230501 Motors 230501-1 thru 230501-6 Section 230529 Hangers and Supports 230529-1 thru 230529-8 Section 230553 Mechanical identification 230553-1 thru 230553-7 Section 230593 Testing, Adjusting, and Balancing 230593-1 thru 230593-14 Section 230700 Mechanical Insulation 230700-1 thru 230700-3 Section 230800 Commissioning of HVAC 230800-1 thru 230800-6 Section 232300 Refrigerant Piping 232300-1 thru 232300-6 Section 233113 Metal Ducts 233113-1 thru 233113-7 Section 233300 Duct Accessories 233300-1 thru 233300-2 Section 233700 Air Outlets and Inlets 233700-1 thru 233700-2

Section 26

Section 260519 Low-Voltage Electrical Power Conductors and Cables 260519-1 thru 260519-6 Section 260526 Grounding and Bonding for Electrical Systems 260526-1 thru 260526-5 Section 260529 Hangers and Supports for Electrical Systems 260529-1 thru 260529-5 Section 260533.13 Conduit for Electrical Systems 260533.13-1 thru 260533.13-13 Section 260533.16 Boxes for Electrical Systems 260533.16-1 thru 260533.16-7

Section 260533.23 Surface Raceways for Electrical Systems 260533.23-1 thru 260533.23-3 Section 260553 identification for Electrical Systems 260533-1 thru 260553-9 Section 260573 Power System Studies 260573-1 thru 260573-5 Section 260583 Wiring Connections 260583-1 thru 260583-2 Section 260923 Lighting Control Devices 260923-1 thru 260923-12 Section 262100 Low-Voltage Electrical Service Entrance 262100-1 thru 262100-4 Section 262416 Panelboards 262416-1 thru 262416-8 Section 262726 Wiring Devices 262726-1 thru 262726-7 Section 262813 Fuses 262813-1 thru 262813-3 Section 262816.13 Enclosed Circuit Breakers 262816.13-1 thru 262816.13-5 Section 262816.16 Enclosed Switches 262816.16-1 thru 262816.16-4 Section 262913 Enclosed Controllers 262913-1 thru 262913-8 Section 264300 Surge Protective Devices 264300-1 thru 264300-6 Section 265100 Interior Lighting 265100-1 thru 265100-7 Section 265600 Exterior Lighting 265600-1 thru 265600-5

Section 27

Section 270529 Hangers and Supports for Communications Systems 270529-1 thru 270529-4 Section 270533.13 Conduit for Communications Systems 270533.13-1 thru 270533.13-14 Section 271000 Structured Cabling 271000-1 thru 271000-9

Section 28

Section 284600 Fire Detection and Alarm 284600-1 thru 284600-9

Section 31

Section 311000 Site Clearing 311000-1 thru 311000-4 Section 311413 Topsoil Stripping and Stockpiling 311413-1 thru 311413-2 Section 312000 Earthmoving 312000-1 thru 312000-17 Section 312216 Fine Grading 312216-1 thru 312216-3 Section 312500 Erosion and Sedimentation Controls 312500-1 thru 312500-2 Section 315000 Excavation Support and Protection 315000-1 thru 315000-4

Section 32

Section 321000 Concrete Sidewalks 321000-1 thru 321000-8 Section 321123 Aggregate Base Courses 321123-1 thru 321123-3 Section 321213.13 Tack Coat 321213.13-1 thru 321213.13-2 Section 321216 Asphalt Paving 321216-1 thru 321216-9 Section 321313 Concrete Paving 321313-1 thru 321313-13 Section 321613.13 Concrete Curbs & Gutters 321613.13-1 thru 321613.13-7 Section 321723 Pavement Markings 321723-1 thru 321723-5 Section 328423 Underground Sprinklers 328423-1 thru 328423-3 Section 329219 Seeding 329219-1 thru 329219-2 Section 329300 Plants 329300-1 thru 329300-1

Section 33

Section 330500 Manholes and Structures 330500-1 thru 330500-4 Section 331100 Water Utility Distribution Piping 331100-1 thru 331100-10 Section 333000 Sanitary Sewerage Utilities 333000-1 thru 333000-8 Section 334000 Storm Drainage Utilities 334000-1 thru 334000-10

Section 34

Section 344113 Traffic Signage 344113-1 thru 344113-2

END OF DOCUMENT

C08

Notes and Details Plan

N.T.S.SCALE:

Part of the NW 1/4 of Section 35 T.1N., R.11E., City of Ferndale, Oakland County, MI 48220

Sidock Group, Inc.

Contact:

Wayne Dutton, Project Manager Phone: 248.349.4500 x 118 Email:

wdutton@sidockgroup.com

1401 Farrow St.

Ferndale, MI 48220

SEAL

August 17, 2023 sheet no.

N736

08-25-23 ISSUED FOR ENGINEERING REVIEW

Know what's below Call before you dig.

R

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (248) 332-7931

Fax. (248) 332-8257

WWW.NOWAKFRAUS.COM

09-25-23 REVISED PER CLIENT

11-17-23 BULLETIN 1

J. Lawrey

B. Brickel

B. Brickel

RESERVED

PARKING

TYPICAL R7-8 BARRIER

FREE PARKING SIGN DETAIL

VAN

BARRIER-FREE A.D.A.

PARKING SIGN DETAIL

UNIVERSAL SYMBOL OF ACCESSIBILITY DETAILS

CONCRETE CURB DETAIL 'A' CONCRETE CURB DETAIL 'B'

4" ASPHALT PAVING SECTION

CURB & WALK RAMP DETAIL BARRIER FREE RAMP DETAIL

DRAINAGE STRUCTURE BOXOUT DETAIL I DRAINAGE STRUCTURE BOXOUT DETAIL II

GUARD POST DETAIL

PROFILE VIEW

PLAN VIEW

8" CONCRETE SECTION

6" MONOLITHIC CURB AND WALK

AutoCAD SHX Text

BRAD W.

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BRICKEL

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ENGINEER

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NO.

AutoCAD SHX Text 54071

AutoCAD SHX Text COLORS BACKGROUND: WHITE LEGEND: GREEN BORDER: GREEN SYMBOL: WHITE ON BLUE BACKGROUND-MODIFIED ISA

AutoCAD SHX Text 3'

AutoCAD SHX Text MODIFIED ISA PAVEMENT SYMBOL IN ACCESSIBLE PARKING SPACES SHALL BE 3' HIGH AND BLUE IN COLOR

AutoCAD SHX Text

METAL SIGN WITH CONTRASTING COLORS (R7-8 W/MODIFIED ISA)

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SYMBOL OF COMPLIANCE (VERIFY LOCAL REQUIREMENTS)

AutoCAD SHX Text SIGN INDICATING "VAN ACCESSIBILITY" SHALL BE PROVIDED AT VAN ACCESSIBLE PARKING SPACE

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2 1/2" DIA. OR 3" DIA. GALVANIZED METAL SIGN POST

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THRU-BOLT CONNECTION

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10" DIA. CONCRETE BASE WITH TELESCOPING SLEEVE FOR SIGN

AutoCAD SHX Text PROVIDE (1) FOR EACH ACCESSIBLE PARKING SPACE SIGN SHALL BE WALL MOUNTED WHERE POSSIBLE.

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6'-8" ABOVE

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6'-8" ABOVE

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6'-8" ABOVE

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PAVEMENT

AutoCAD SHX Text 18"

AutoCAD SHX Text 6"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 2 %

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#4 BARS

AutoCAD SHX Text 10"

AutoCAD SHX Text 15"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 1.75"

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2" RADIUS

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18" CONCRETE CURB & GUTTER

AutoCAD SHX Text 4"

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AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

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6" AGGREGATE BASE, 21AA

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APPROVED SUBGRADE

AutoCAD SHX Text 6"

AutoCAD SHX Text 2 %

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#4 BARS

AutoCAD SHX Text 10"

AutoCAD SHX Text 15"

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 1.75"

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2" RADIUS

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18" CONCRETE CURB & GUTTER

AutoCAD SHX Text 6"

AutoCAD SHX Text 9"

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APPROVED SUBGRADE

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6" AGGREGATE BASE, 21AA

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AutoCAD SHX Text 4"

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AutoCAD SHX Text 8"

AutoCAD SHX Text 2"

AutoCAD SHX Text 4"

AutoCAD SHX Text 2"

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DRIVE AND AISLES

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1.5" M.D.O.T. HMA 5E (TIER II)

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8" AGGREGATE BASE, 21AA

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2.5" M.D.O.T. HMA 4E ML (TIER II)

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BOND COAT - SS IH 0.10 GAL/SQ.YD.

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SIDEWALK LEVEL

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5' MIN.

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1:10 MAX. SLOPE

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1:20 MAX. SLOPE

AutoCAD SHX Text 6"

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PAVEMENT LEVEL

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1:10 MAX. SLOPE

AutoCAD SHX Text "X"

AutoCAD SHX Text 36"

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MIN.

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FLARED SIDE, TYP.

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5' MIN.

AutoCAD SHX Text N.T.S.

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CURB

AutoCAD SHX Text DETECTABLE WARNING SURFACE ON FULL WIDTH AND DEPTH OF RAMP. CONC. TO HAVE DK. BLUE PIGMENT ADDED TO IT.

AutoCAD SHX Text IF DIMENSION "X" IS LESS THAN 4'-0" THEN THE SLOPE OF THE FLARED SIDES SHALL NOT BE GREATER THAN 1:12.

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BROOM SWEPT OR NON-SLIP FINISH

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FLARED SIDE, TYP.

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1:20 MAX.

AutoCAD SHX Text 6"

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PAVEMENT LEVEL

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FLARED SIDE, TYP.

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1:20 MAX.

AutoCAD SHX Text 5.0'

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5' MIN./6'@ PARKING LOT 1:50 MAX. SLOPE

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BROOM FINISH NON-SLIP FINISH

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8" THICK CONC. COLLAR

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DRAINAGE STRUCTURE PER MUNICIPALITY STANDARD

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EXISTING/PROPOSED ASPHALT PAVEMENT

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PR. CONCRETE CURB & GUTTER SECTION

AutoCAD SHX Text 5' 0"

AutoCAD SHX Text 5' 0"

AutoCAD SHX Text 45°

AutoCAD SHX Text 45°

AutoCAD SHX Text N.T.S.

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8" THICK CONCRETE COLLAR

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EXISTING/ PROPOSED ASPHALT PAVEMENT

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PROPOSED/EXISTING HYDRANT REFER TO MUNICIPALITY STANDARD DETAIL SHEET

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PROPOSED/EXISTING HYDRANT REFER TO MUNICIPALITY STANDARD DETAIL SHEET

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PAINT GUARD POST PER MUNICIPALITY STANDARD

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42" MIN.

AutoCAD SHX Text 12"

AutoCAD SHX Text 45"

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CONCRETE FOOTING 3000 PSI (TYP.)

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HYDRANT TO BE SET A MINIMUM OF 18" ABOVE FINAL GRADE (TYP.)

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6" DIA. STEEL POST FILLED W/ CONCRETE (MIN. THICKNESS 0.25")

AutoCAD SHX Text 45"

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32" (TYP.)

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CONCRETE PAVEMENT (3500 PSI MIN.)

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PROOF-ROLLED SUB BASE

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text N.T.S.

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COMPACTED SAND BASE

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SLOPE 1/8" PER FT.

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PER PLAN

AutoCAD SHX Text 6"

AutoCAD SHX Text 1" R.

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 5"

AutoCAD SHX Text 1"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 4"

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APPROVED SUBGRADE

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6" AGGREGATE BASE, 21AA