CONSTRUCTION DOCUMENTS

PROJECT MANUAL

DANE COUNTY DEPARTMENT OF

WASTE + RENEWABLES

1919 ALLIANT ENERGY CENTER WAY

MADISON, WISCONSIN 53713

RFB NO. 326002

REQUEST FOR BIDS NO. 326002

DANE COUNTY SUSTAINABILITY CAMPUS

INITIAL BUILDING AND INFRASTRUCTURE CONSTRUCTION

7103 MILLPOND ROAD

MADISON, WISCONSIN

This page intentionally left blank

Dane County Sustainability Campus Project No. 2024131

PROJECT DIRECTORY

00 01 03 - 1

SECTION 00 01 03 - PROJECT DIRECTORY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Identification of project team members and their contact information.

1.02 OWNER:

A. Name: Dane County

1.03 CONSULTANTS:

A. Architect: Design Professional of Record. All correspondence from the Contractor regarding construction documents authored by Architect's consultants will be through this party, unless alternate arrangements are mutually agreed upon at preconstruction meeting.

1. Company Name: Strang, Inc.

a. Address Line 1: 811 East Washington Avenue, Suite 200.

b. City: Madison.

c. State: WI.

d. Zip Code: 53703.

e. Telephone: 608-276-9200.

B. Interior Design Consultant:

1. Company Name: Strang, Inc..

a. Address Line 1: 811 East Washington Avenue, Suite 200.

b. City: Madison.

c. State: Wisconsin.

d. Zip Code: 53703.

e. Telephone: 608-276-9200.

C. Civil Engineering Consultant:

1. Company Name: Foth Infrastructure & Environment, LLC.

a. Address Line 1: 7044 S. Ballpark Drive.

b. City: Franklin.

c. State: Wisconsin.

d. Zip Code: 53132.

e. Telephone: 262-349-0434.

D. Landscape Architecture Consultant:

1. Company Name: Saiki Design, Inc..

a. Address Line 1: 1110 S. Park Street.

b. City: Madison.

c. State: Wisconsin.

PROJECT DIRECTORY

00 01 03 - 2

d. Zip Code: 53715.

e. Telephone: 608-251-3600.

E. Structural Engineering Consultant:

1. Company Name: MP2 Structural Engineers, LLC.

a. Address Line 1: 583 D'Onofrio Drive, Suite 201.

b. City: Madison.

c. State: Wisconsin.

d. Zip Code: 53719.

e. Telephone: 608-821-4770.

F. Mechanical Engineering Consultant - Plumbing:

1. Company Name: Strang, Inc.

a. Address Line 1: 811 East Washington Avenue, Suite 200.

b. City: Madison.

c. State: WI.

d. Zip Code: 53703.

e. Telephone: 608-276-9200.

G. Mechanical Engineering Consultant - HVAC:

1. Company Name: Strang, Inc..

a. Address Line 1: 811 East Washington Avenue, Suite 200.

b. City: Madison.

c. State: WI.

d. Zip Code: 53703.

e. Telephone: 608-276-9200.

H. Electrical Engineering Consultant:

1. Company Name: Strang, Inc..

a. Address Line 1: 811 East Washington Avenue, Suite 200.

b. City: Madison.

c. State: WI.

d. Zip Code: 53703.

e. Telephone: 608-276-9200.

I. Audiovisual Systems Consultant:

1. Company Name: Network Technologies, Inc. (NTI).

a. Address Line 1: 1275 Shiloh Road, Suite 3020.

b. City: Kennesaw.

c. State: Georgia.

d. Zip Code: 30144.

e. Telephone: 470-531-2110.

PROJECT DIRECTORY

00 01 03 - 3

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

Bid No. 326002 Seals Page rev. 02/23 00 01 07 - 1

SECTION 00 01 07

SEALS PAGE

BID NO. 326002

PROJECT: DANE COUNTY SUSTAINABILITY CAMPUS

ARCHITECT

I hereby certify that this drawing, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Wisconsin.

Austen R. Conrad - Registration No. A-12837-5

Dated: March 31, 2026

CIVIL ENGINEER

supervision and that I am a duly Registered Professional Engineer under the laws of the State of

Wisconsin.

Daniel J. Michiels- Registration No. 44871-6 rev. 02/23 00 01 07 - 2

STRUCTURAL ENGINEER

I hereby certify that this drawing, specification or report was prepared by me or under my direct

Preston G. Baker - Registration No. E-4697-6

MECHANICAL/HVAC ENGINEER

Nathaniel J. Zach - Registration No. 44024-6 rev. 02/23 00 01 07 - 3

PLUMBING ENGINEER

supervision and that I am a duly Registered Designer under the laws of the State of Wisconsin.

Brian K. Tym - Registration No. E-323224

ELECTRICAL ENGINEER

Joseph T. Leisner - Registration No. E-37603 rev. 02/23 00 01 07 - 4

LANDSCAPE ARCHITECT

I hereby certify that this drawing, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Landscape Architect under the laws of the State of

Abbie Moilien - Registration No. LA-673

TABLE OF CONTENTS

00 01 10 - 1

SECTION 00 01 10 - TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 00 - Project Cover Page

00 01 03 - Project Directory

00 01 07 - Seals Page

00 01 10 - Table of Contents

00 21 13 - Instructions to Bidders

00 31 32 - Geotch Data Cover Page

00 31 32A - Geotechnical Report

00 52 96 - Sample Public Works Construction Contract

00 72 13 - General Conditions of Contract

00 73 00 - Supplementary Conditions

SPECIFICATIONS

DIVISION 01 -- GENERAL REQUIREMENTS

01 00 00 - General Requirements

01 10 00 - Summary

01 20 00 - Price and Payment Procedures

01 21 00 - Allowances

01 22 00 - Unit Prices

01 23 00 - Alternates

01 25 00 - Substitution Procedures

01 25 01 - Substitution Request Form During Construction

01 30 00 - Administrative Requirements

01 32 16 - Construction Progress Schedule

01 40 00 - Quality Requirements

01 45 33 - Code-Required Special Inspections

01 50 00 - Temporary Facilities and Controls

01 60 00 - Product Requirements

01 70 00 - Execution and Closeout Requirements

01 71 23 - Field Engineering

01 74 19 - Construction Waste Management and Disposal

01 78 00 - Closeout Submittals

01 79 00 - Demonstration and Training

01 91 13 - General Commissioning Requirements

TABLE OF CONTENTS

00 01 10 - 2

DIVISION 02 -- EXISTING CONDITIONS

02 41 00 - Demolition

02 41 13 - Selective Site Demolition & Abandonment

DIVISION 03 -- CONCRETE

03 10 00 - Concrete Forming and Accessories

03 30 00 - Cast-in-Place Concrete

03 35 11 - Concrete Floor Finishes

DIVISION 04 -- MASONRY

04 20 00 - Unit Masonry

04 72 00 - Cast Stone Masonry

DIVISION 05 -- METALS

05 05 19 - Concrete and Masonry Anchors

05 12 00 - Structural Steel Framing

05 21 00 - Steel Joist Framing

05 31 00 - Steel Decking

05 40 00 - Cold-Formed Metal Framing

05 50 00 - Metal Fabrications

05 51 00 - Metal Stairs

05 51 33 - Metal Ladders

05 52 13 - Pipe and Tube Railings

05 70 00 - Decorative Metal

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 10 00 - Rough Carpentry

06 17 53 - Shop-Fabricated Wood Trusses

06 20 00 - Finish Carpentry

06 41 00 - Architectural Wood Casework

06 83 16 - Fiberglass Reinforced Paneling

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 05 43 - Cladding Support Systems

07 05 53 - Fire and Smoke Assembly Identification

07 14 00 - Fluid-Applied Waterproofing

07 21 00 - Thermal Insulation

07 21 19 - Foamed-In-Place Insulation

07 27 00 - Air Barriers

07 41 13 - Metal Roof Panels

TABLE OF CONTENTS

00 01 10 - 3

07 42 13.19 - Insulated Metal Wall Panels

07 42 13 - Metal Wall Panels

07 54 00 - Thermoplastic Membrane Roofing

07 62 00 - Sheet Metal Flashing and Trim

07 71 00 - Roof Specialties

07 72 00 - Roof Accessories

07 84 00 - Firestopping

07 91 00 - Preformed Joint Seals

07 92 00 - Joint Sealants

DIVISION 08 -- OPENINGS

08 11 13 - Hollow Metal Doors and Frames

08 14 16 - Flush Wood Doors

08 31 00 - Access Doors and Panels

08 36 13 - Sectional Doors

08 43 13 - Aluminum-Framed Storefronts

08 44 13 - Glazed Aluminum Curtain Walls

08 44 35 - Protective Framed Glazing Assemblies

08 56 53 - Security Windows

08 56 59 - Service and Teller Window Units

08 71 00 - Door Hardware

08 80 00 - Glazing

08 83 00 - Mirrors

08 88 13 - Fire-Rated Glazing

DIVISION 09 -- FINISHES

09 05 61 - Common Work Results for Flooring Preparation

09 21 16 - Gypsum Board Assemblies

09 30 00 - Tiling

09 51 00 - Acoustical Ceilings

09 65 00 - Resilient Flooring

09 67 00 - Fluid-Applied Flooring

09 68 13 - Tile Carpeting

09 72 00 - Wall Coverings

09 84 14 - Acoustic Stretched-Fabric Wall and Ceiling Systems

09 90 00 - Painting and Coating

DIVISION 10 -- SPECIALTIES

10 14 23 - Panel Signage

TABLE OF CONTENTS

00 01 10 - 4

10 21 13.19 - Plastic Toilet Compartments

10 26 00 - Wall and Door Protection

10 28 00 - Toilet, Bath, and Laundry Accessories

10 44 00 - Fire Protection Specialties

10 51 26 - Plastic Lockers

10 56 13 - Metal Storage Shelving

10 71 13.43 - Fixed Sun Screens

10 82 23 - Interior Grilles and Screens

10 91 80 - Miscellaneous Specialties

DIVISION 11 -- EQUIPMENT

11 11 36 - Vehicle Charging Equipment

11 30 13 - Residential Appliances

DIVISION 12 -- FURNISHINGS

12 24 00 - Window Shades

12 36 00 - Countertops

DIVISION 13 -- SPECIAL CONSTRUCTION

13 34 19 - Metal Building Systems

DIVISION 14 -- CONVEYING EQUIPMENT

14 21 00 - Electric Traction Elevators

DIVISION 21 -- FIRE SUPPRESSION

21 05 00 - Common Work Results for Fire Suppression

21 05 23 - General-Duty Valves for Water-Based Fire-Suppression Piping

21 05 53 - Identification for Fire Suppression Piping and Equipment

21 13 00 - Fire-Suppression Sprinkler Systems

DIVISION 22 -- PLUMBING

22 05 53 - Identification for Plumbing Piping and Equipment

22 07 19 - Plumbing Piping Insulation

22 10 05 - Plumbing Piping

22 10 06 - Plumbing Piping Specialties

22 13 23 - Sanitary Waste Interceptors

22 15 00 - General-Service Compressed-Air Systems

22 30 00 - Plumbing Equipment

22 40 00 - Plumbing Fixtures

DIVISION23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 05 13 - Common Motor Requirements for HVAC Equipment

23 05 19 - Meters and Gauges for HVAC Piping

TABLE OF CONTENTS

00 01 10 - 5

23 05 23 - General-Duty Valves for HVAC Piping

23 05 29 - Hangers and Supports for HVAC Piping and Equipment

23 05 48 - Vibration and Seismic Controls for HVAC

23 05 53 - Identification for HVAC Piping and Equipment

23 05 93 - Testing, Adjusting, and Balancing for HVAC

23 07 13 - Duct Insulation

23 07 16 - HVAC Equipment Insulation

23 07 19 - HVAC Piping Insulation

23 09 15 - DDC Points List

23 09 23 - Direct-Digital Control System for HVAC

23 09 34 - Variable-Frequency Motor Controllers

23 09 54 - Electric Temperature Control Systems

23 09 93 - Sequence of Operations for HVAC Controls

23 11 23 - Facility Natural-Gas Piping

23 21 13 - Hydronic Piping

23 21 14 - Hydronic Specialties

23 21 23 - Hydronic Pumps

23 23 00 - Refrigerant Piping

23 25 00 - HVAC Water Treatment

23 31 00 - HVAC Ducts and Casings

23 33 00 - Air Duct Accessories

23 34 23 - HVAC Power Ventilators

23 34 39 - High-Volume, Low-Speed Propeller Fans

23 36 00 - Air Terminal Units

23 37 00 - Air Outlets and Inlets

23 40 00 - HVAC Air Cleaning Devices

23 51 00 - Breechings, Chimneys, and Stacks

23 52 16 - Condensing Boilers

23 55 33 - Fuel-Fired Unit Heaters

23 72 00 - Air-To-Air Energy Recovery Equipment

23 72 23 - Packaged Air-to-Air Energy Recovery Units

23 74 16 - Packaged Rooftop Air-Conditioning Units

23 81 29 - Variable Refrigerant Flow HVAC Systems

23 82 00 - Convection Heating and Cooling Units

DIVISION 26 -- ELECTRICAL

26 05 19 - Low-Voltage Electrical Power Conductors and Cables

26 05 26 - Grounding and Bonding for Electrical Systems

TABLE OF CONTENTS

00 01 10 - 6

26 05 29 - Hangers and Supports for Electrical Systems

26 05 33.13 - Conduit for Electrical Systems

26 05 33.16 - Boxes for Electrical Systems

26 05 53 - Identification for Electrical Systems

26 05 73 - Power System Studies

26 05 83 - Wiring Connections

26 09 23 - Digital Modular Lighting Controls

26 21 00 - Low-Voltage Electrical Service Entrance

26 22 00 - Low-Voltage Transformers

26 24 13 - Switchboards

26 24 16 - Panelboards

26 27 26 - Wiring Devices

26 28 13 - Fuses

26 28 16.13 - Enclosed Circuit Breakers

26 28 16.16 - Enclosed Switches

26 31 00 - Photovoltaic Collectors

26 32 13 - Engine Generators

26 33 23 - Central Battery Equipment

26 33 53 - Static Uninterruptible Power Supply

26 36 00 - Transfer Switches

26 36 33 - Connection Cabinets for Portable Generators

26 43 00 - Surge Protective Devices

26 51 00 - Interior Lighting

26 56 00 - Exterior Lighting

DIVISION 27 -- COMMUNICATIONS

27 10 00 - Structured Cabling

27 40 00 - Audio Visual Systems

DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY

28 00 00 - Basic Security Requirements

28 05 13 - Security System Cabling

28 05 53 - Security System Labeling

28 08 00 - Security System Testing

28 13 00 - Access Control & Alarm Monitoring

28 23 00 - Video Surveillance System

28 46 00 - Fire Detection and Alarm

TABLE OF CONTENTS

00 01 10 - 7

DIVISION 31 -- EARTHWORK

31 05 10 - Soils & Aggregates for Earthwork

31 10 00 - Site Clearing

31 13 16 - Selective Tree Protection and Removal

31 22 00 - Grading

31 23 02 - Excavation & Fill for Buildings and Structures

31 23 19 - Dewatering

31 23 33 - Trenching, Backfilling, and Compaction

31 25 00 - Erosion and Sedimentation Control

31 32 19 - Geotextiles for Earthwork

DIVISION 32 -- EXTERIOR IMPROVEMENTS

32 10 13 - Pavement for Building Sites

32 11 23 - Aggregate Base Courses

32 12 16 - Asphaltic Concrete Paving

32 13 13 - Site Cast-In-Place Concrete

32 14 00 - Unit Paving

32 16 13 - Concrete Curb and Gutter

32 17 23 - Pavement Markings

32 31 13 - Chain Link Fences and Gates

32 33 00 - Exerior Site Furnishings

32 91 13 - Soil Preparation

32 92 19 - Seeding

32 92 23 - Sodding

32 93 00 - Plants

DIVISION 33 -- UTILITIES

33 00 01 - Concrete Pipe - Reinforced

33 00 09 - Polyvinyl Chloride Plastic Pipe and Accessoories

33 00 10 - High Density Polyethylene Pipe

33 01 32 - Sewer and Manhole Testing

33 05 13 - Precast Concrete Manholes

33 11 16 - Site Water Utility Distribution Piping

33 11 23 - Water Utility Service Connections

33 12 16 - Valves and Hydrants

33 12 17 - Sewer Valves and Accessories

33 12 21 - Joint Restraint Systems

33 13 00 - Disinfecting of Water Utility Distribution Systems

TABLE OF CONTENTS

00 01 10 - 8

33 31 13 - Sanitary Utility Sewerage Piping

33 32 16.13 - Lift Station

33 34 00 - Sanitary Utility Force Mains

33 41 13 - Storm Utility Drainage Piping

33 46 13 - Sub Drainage Piping

33 46 16 - Sub Drainage Structures

33 47 16 - Stormwater Pond Liner

33 79 00 - Site Grounding

DIVISION 41 -- MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 14 36 - Vehicle Weigh Scales

RFB No. 326002 Instructions to Bidders rev. 11/23 00 21 13 - 1

SECTION 00 21 13

INSTRUCTIONS TO BIDDERS

TABLE OF CONTENTS

1. GENERAL

2. DRAWINGS AND SPECIFICATIONS

3. INTERPRETATION

4. BID GUARANTEE

5. WITHDRAWAL OF BIDS

6. CONTRACT FORM

7. CONTRACT INTERESTS BY COUNTY PUBLIC OFFICIALS

8. EMERGING SMALL BUSINESS PROVISIONS

9. METHOD OF AWARD - RESERVATIONS

10. SECURITY FOR PERFORMANCE AND PAYMENTS

11. TAXES

12. SUBMISSION OF BIDS

13. SUBCONTRACTOR LISTING

1. GENERAL

A. Before submitting Bid, bidder shall thoroughly examine all Construction Documents.

Successful Bidder shall be required to provide all the Work that is shown on Drawings, set forth in Specifications, or reasonably implied as necessary to complete Contract for this project.

B. Bidder shall visit site to become acquainted with adjacent areas, means of approach to site, conditions of actual site and facilities for delivering, storing, placing, and handling of materials and equipment.

C. Before award of Contract can be approved, Owner shall be satisfied that Bidder involved meets following requirements:

1. Has completed at least one (1) project of at least fifty percent (50%) of size or value of

Division of work being bid and type of work completed is similar to that being bid. If greater magnitude of experience is deemed necessary, other than size or value of work, such requirements will be described in appropriate section of Specifications.

D. County’s Waste + Renewables Project Manager will make such investigations as are deemed necessary to determine ability of bidder to perform the Work, and bidder shall furnish to

County’s Waste + Renewables Project Manager or designee all such information and data for this purpose as County’s Waste + Renewables Project Manager may request. Owner reserves right to reject Bid if evidence submitted by, or investigation of, bidder fails to satisfy Owner that bidder is responsible and qualified to carry out obligations of Contract and to complete the Work contemplated therein.

2. DRAWINGS AND SPECIFICATIONS

A. Drawings and Specifications that form part of this Contract, as stated in Article 1 of General

Conditions of Contact, are enumerated in Table of Contents of these Construction

Documents.

rev. 11/23 00 21 13 - 2

B. Complete sets of Drawings and Specifications for all trades will be available to all Bidders, irrespective of category of work to be bid on, in order that all Bidders may be familiar with work of other trades as they affect their bid.

3. INTERPRETATION

A. No verbal explanation or instructions will be given in regard to meaning of Drawings or

Specifications before Bid Due Date. Bidders shall bring inadequacies, omissions or conflicts to Owner & Architect, Engineer or Consultant’s attention at least ten (10) calendar days before Bid Due Date. Prompt clarification will be available to all bidders by Addendum.

B. Failure to so request clarification or interpretation of Drawings and Specifications will not relieve successful Bidder of responsibility. Signing of Contract will be considered as implicitly denoting that Contractor has thorough understanding of scope of the Work and comprehension of Construction Documents.

C. Owner, Architect, Engineer, or Consultant will not be responsible for verbal instructions.

4. BID GUARANTEE

A. Bank certified check, cashier’s check or Bid Bond, payable to County in amount not less than five percent (5%) of maximum bid, shall accompany each Bid as guarantee that if Bid is accepted, Bidder will execute and return proposed Contract and Performance and Payment

Bond within ten (10) business days after being notified of acceptance of Bid. Company issuing bonds must be licensed to do business in Wisconsin.

B. Any bid, which is not accompanied by bid guarantee, will be considered “No Bid” and will not be read at Bid Due Date.

C. If successful Bidder so delivers Contract, Certificate of Insurance, and Performance and

Payment Bond, check will be returned to Bidder. In case Bidder fails to deliver such

Contract, insurance, and bond, amount of bid guarantee will be forfeited to County as liquidated damages.

D. All checks tendered as bid guarantee, except those of three (3) lowest qualified, responsible bidders, will be returned to their makers within three (3) business days after Bid Due Date.

All such retained checks will be returned immediately upon signing of Contract and

Performance and Payment Bond by successful Bidder.

5. WITHDRAWAL OF BIDS

A. Bids may only be withdrawn before Bid Due Date as authorized by Wis. Stat. s. 66.0901(5).

B. No Bid may be withdrawn for a period of ninety (90) calendar days after Bid Due Date.

6. CONTRACT FORM

A. Sample copy of contract that successful Bidder will be required to enter into is included in these Construction Documents and bidders are required to familiarize themselves with all conditions contained therein.

7. CONTRACT INTERESTS BY COUNTY PUBLIC OFFICIALS

rev. 11/23 00 21 13 - 3

A. In accordance with Wisconsin Statute 946.13, county official may not bid for or enter into any contract involving receipts or disbursements of more than $15,000.00 in a year, in which they have private pecuniary interest, direct or indirect if at same time they are authorized to take official action with respect to making of this Contract. Any contract entered into in violation of this Statute is void and County incurs no liability thereon. This subsection does not affect application and enforcement of Wisconsin Statute 946.13 by state prosecutors in criminal courts of this state.

8. EMERGING SMALL BUSINESS PROVISIONS

A. Emerging Small Business (ESB) Goal. The goal of this project is ten percent (10%) ESB participation. ESBs utilizations are shown as a percentage of the total Bid.

B. Emerging Small Business Involvement. Bidder shall make good faith effort to award minimum of ten percent (10%) of the Work to ESBs. Good faith effort means significant contact with ESBs for purposes of soliciting bids from them. Failure to make or demonstrate good faith efforts will be grounds for disqualification.

C. Emerging Small Business Report. Bidder shall submit ESB Report demonstrating good faith efforts to Dane County Tamara D. Grigsby Office for Equity and Inclusion within ten

(10) business days of Bid Due Date. ESB Report should be sent to Contract Compliance

Specialist via email at oei@countyofdane.com or mailed to Dane County Tamara D. Grigsby

Office for Equity and Inclusion, City-County Building, Room 356, 210 Martin Luther King, Jr. Blvd., Madison, WI 53703. Bidders who fail to submit ESB Report shall be deemed unresponsive.

D. Emerging Small Business Instructions & Forms. Bidders may locate ESB instructions and forms on Dane County Tamara D. Grigsby Office for Equity and Inclusion website:

equity.countyofdane.com/contract-compliance.

E. Emerging Small Business Questions. Questions concerning ESB provisions shall be directed to:

OEI@countyofdane.com or

Dane County Contract Compliance Specialist

City-County Building, Room 356

210 Martin Luther King, Jr. Blvd.

Madison, WI 53703

608/283-1391

9. METHOD OF AWARD - RESERVATIONS

A. Following will be basis of award of Contract, providing cost does not exceed amount of funds then estimated by County as available to finance Contract(s):

1. Lowest dollar amount submitted by responsible bidder on Base Bid for all work comprising project, combined with such additive Owner accepted alternates.

2. Owner reserves right to reject all bids or any bid, to waive any informality in any bid, and to accept any bid that will best serve interests of County.

3. Unit Prices and Informational Bids will not be considered in establishing low bidder.

rev. 11/23 00 21 13 - 4

10. SECURITY FOR PERFORMANCE AND PAYMENTS

A. Simultaneous with delivery of signed Contract, Bidder shall be required to furnish

Performance and Payment Bond as specified in Article 29 of General Conditions of Contract, “Contract Security”. Surety Company shall be licensed to do business in Wisconsin.

Performance and Payment Bond must be dated same date or subsequent to date of Contract.

Performance and Payment Bond must emulate information in standard AIA Document A312 for Performance and Payment Bond.

B. Provide certified copy of power of attorney from Surety Company showing that agent who signs Bond has power of attorney to sign for Surety Company. Secretary or Assistant

Secretary of company must sign this certification, not attorney-in-fact. Certification must bear same or later date as Bond. Power of Attorney must emulate model power of attorney information detailed in standard AIA Document A312 for Sample Performance and Payment

Bond.

C. If Bidder is partnership or joint venture, State certified list, providing names of individuals constituting partnership or joint venture must be furnished. Contract itself may be signed by one partner of partnership, or one partner of each firm comprising joint venture, but

Performance and Payment Bond must be signed by all partners.

D. If Bidder is corporation, it is necessary that current certified copy of resolution or other official act of directors of corporation be submitted showing that person who signs Contract is authorized to sign contracts for corporation. It is also necessary that corporate seal be affixed to resolution, contract, and performance and payment bond. If your corporation has no seal, it is required that above documents include statement or notation to effect that corporation has no seal.

11. TAXES

A. Wisconsin Statute 77.54 (9m) allows building materials that become part of local unit government facilities to be exempt from sales & use tax. Vendors & materials suppliers may not charge Bidders sales & use tax on these purchases. This does not include highways, streets or roads. Any other Sales, Consumer, Use & other similar taxes or fees required by law shall be included in Bid.

B. In accordance with Wisconsin Statute 71.80(16)(a),successful nonresident bidder, whether incorporated or not, and not otherwise regularly engaged in business in this state, shall file surety bond with State of Wisconsin Department of Revenue payable to Department of

Revenue, to guarantee payment of income taxes, required unemployment compensation contributions, sales and use taxes and income taxes withheld from wages of employees, together with any penalties and interest thereon. Amount of bond shall be three percent (3%) of Contract or subcontract price on all contracts of $50,000 or more.

12. SUBMISSION OF BIDS

A. All Bids shall be submitted electronically through Dane County’s Procurement Portal via

OpenGov: procurement.opengov.com/portal/countyofdane.

B. Submit completed Bid Bond electronically with Bid.

C. No bids for any subdivision or any sub-classification of the Work, except as indicated, will be accepted. Any conditional Bid, amendment to Bid Pricing Table or appended item thereto, or inclusion of any correspondence, written or printed matter, or details of any nature other than rev. 11/23 00 21 13 - 5 that specifically called for, which would alter any essential provision of Construction

Documents, or require consideration of unsolicited material or data in determining award of

Contract, will disqualify Bid. Telecommunication alterations to Bid will not be accepted.

D. Bidders must submit single Bid for all the Work.

E. Bid amounts shall be inserted numerically in spaces provided on Bid Pricing Table in

OpenGov submission.

F. Addenda issued after Bid Letting shall become part of Construction Documents. Bidders shall acknowledge receipt of such addenda in OpenGov submission. Bid may be rejected if receipt of any particular addendum applicable to award of Contract has not been acknowledged in OpenGov.

G. Faxed, hand-delivered or emailed Bids will not be accepted.

13. SUBCONTRACTOR LISTING

A. Bidders may be required to submit Section 00 43 36, Proposed Subcontractors Form listing all subcontractors for this project including committed prices for each subcontractor. See

OpenGov “Bid Submission - Checklist” for requirements.

RFB No. 326002 Geotechnical Data rev. 01/22 00 31 32 - 1

SECTION 00 31 32

GEOTECHNICAL DATA

SUBSURFACE DRILLING AND SAMPLING INFORMATION

INVESTIGATION DATA

Soils & Engineering Services, Inc. have made subsurface investigations and soil boring report

(143 pages) that is included following this page. The designers used this information in preparing their work; however, Bidders shall draw their own conclusions therefrom. Architect / Engineer or

Owner assumes no responsibility for subsoil quality or conditions.

ach2 Typewritten Text

GEOTECHNICAL REPORT

00 31 32A

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

EV PARKING

EV PARKING

EV PARKING

EV PARKING

EV PARKING

EV PARKING

150 FT BACKUP

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PROJECT SITE LOCATION SKETCH

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin

N

NOT-TO-SCALE

Subject Project Site See Drawing 25.001-B

Femrite Road

USH 12/18

Br an dt R oa d

(C

TH

A B)

D R

AW

IN

G

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: 608-274-7600

Soils & Engineering Services, Inc.

CONSULTING CIVIL ENGINEERS SINCE 1966

Drawn Revised

.0

-A cmb 08/11/2025

Ba se d ra w in g co ns is ts o f A ut oC

AD

p ro vi de d Es ri ae ria l p ho to gr ap hy o f u nk no w n da te

I-9

E Bu ck ey e R oa d

(C

TH

A B)

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

EV PARKING

EV PARKING

EV PARKING

EV PARKING

EV PARKING

EV PARKING

150 FT BACKUP

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USH 12/18 Eastbound Millpond Road

USH 12/18 Westbound

Br an dt R oa d

(C

TH

A B)

Millpond Road

USH 12/18 Off Ramp

= Boring 2 (typical)

BORING LOCATION OVERVIEW SKETCH

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin D

R

AW

IN

G

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: 608-274-7600

Soils & Engineering Services, Inc.

CONSULTING CIVIL ENGINEERS SINCE 1966

Drawn Revised

.0

-B cmb 08/11/2025Base drawing consists of the Prelim DCSC Site Layout.dwg provided by Foth on August 1, 2025 overlain over AutoCAD provided Esri aerial photography of unknown date.

N

NOT-TO-SCALE

See Drawing 25.001-E

See Drawing 25.001-D

See Drawing 25.001-C

See Drawing 25.001-F

See Drawing 25.001-H

See Drawing 25.001-I

See Drawing 25.001-G

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

V V V V V V

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V V

V V V V

Proposed Residential Drop Off

Future Development

USH 12/18 EastboundMillpond Road

USH 12/18 Westbound

Future Development Area

Future Development Area

Future Street Extension

= Boring 2 (typical)

BORING LOCATION SKETCH

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin D

R

AW

IN

G

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: 608-274-7600

Soils & Engineering Services, Inc.

CONSULTING CIVIL ENGINEERS SINCE 1966

Drawn Revised

.0

-C cmb 08/11/2025Base drawing consists of the Prelim DCSC Site Layout.dwg provided by Foth on August 1, 2025 overlain over AutoCAD provided Esri aerial photography of unknown date.

N

NOT-TO-SCALE

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

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Proposed Stormwater Pond

Proposed Vehicle Storage Building

Proposed Maintenance

Building

14 15

= Boring 2 (typical)

BORING LOCATION SKETCH

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin D

R

AW

IN

G

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: 608-274-7600

Soils & Engineering Services, Inc.

CONSULTING CIVIL ENGINEERS SINCE 1966

Drawn Revised

.0

-D cmb 08/11/2025Base drawing consists of the Prelim DCSC Site Layout.dwg provided by Foth on August 1, 2025 overlain over AutoCAD provided Esri aerial photography of unknown date.

Proposed Administration Building

Future Long Term Waste Processing

Facility

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

EV PARKING

VVV

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VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV

Proposed Commercial Drop Off

Future Development Parking

Proposed Vehicle Storage Building

Proposed Maintenance

Building

= Boring 2 (typical)

BORING LOCATION SKETCH

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin D

R

AW

IN

G

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: 608-274-7600

Soils & Engineering Services, Inc.

CONSULTING CIVIL ENGINEERS SINCE 1966

Drawn Revised

.0

-E cmb 08/11/2025Base drawing consists of the Prelim DCSC Site Layout.dwg provided by Foth on August 1, 2025 overlain over AutoCAD provided Esri aerial photography of unknown date.

N

Millpond Road

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

Proposed Administration Building

EV PARKING

EV PARKING

EV PARKING

EV PARKING

EV PARKING

EV PARKING

150 FT BACKUP

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VParking

Parking 3

USH 12/18 Eastbound

Millpond Road

= Boring 2 (typical)

BORING LOCATION SKETCH

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin D

R

AW

IN

G

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: 608-274-7600

Soils & Engineering Services, Inc.

CONSULTING CIVIL ENGINEERS SINCE 1966

Drawn Revised

.0

-F cmb 08/11/2025Base drawing consists of the Prelim DCSC Site Layout.dwg provided by Foth on August 1, 2025 overlain over AutoCAD provided Esri aerial photography of unknown date.

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

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Future Scale - Inbound

Scale 1 - Inbound

Scale 2 - Outbound

Scale 3 - Outbound

Proposed Scale House

= Boring 2 (typical)

BORING LOCATION SKETCH

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin D

R

AW

IN

G

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: 608-274-7600

Soils & Engineering Services, Inc.

CONSULTING CIVIL ENGINEERS SINCE 1966

Drawn Revised

.0

-G cmb 08/11/2025Base drawing consists of the Prelim DCSC Site Layout.dwg provided by Foth on August 1, 2025 overlain over AutoCAD provided Esri aerial photography of unknown date.

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

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Millpond Road

= Boring 2 (typical)

BORING LOCATION SKETCH

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin D

R

AW

IN

G

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: 608-274-7600

Soils & Engineering Services, Inc.

CONSULTING CIVIL ENGINEERS SINCE 1966

Drawn Revised

.0

-H cmb 08/11/2025Base drawing consists of the Prelim DCSC Site Layout.dwg provided by Foth on August 1, 2025 overlain over AutoCAD provided Esri aerial photography of unknown date.

Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V V

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VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV

Commercial Entrance Road

Brandt Road (CTH AB)

= Boring 2 (typical)

BORING LOCATION SKETCH

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin D

R

AW

IN

G

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: 608-274-7600

Soils & Engineering Services, Inc.

CONSULTING CIVIL ENGINEERS SINCE 1966

Drawn Revised

.0

-I cmb 08/11/2025Base drawing consists of the Prelim DCSC Site Layout.dwg provided by Foth on August 1, 2025 overlain over AutoCAD provided Esri aerial photography of unknown date.

N

N O

T-

TO

-S C

AL

E

BORING NOTES

1. The boundary lines between different subsurface strata shown on each Boring Log Record are approximate and may be gradual.

2. Each boring field log contains the visual/manual identification of soil/bedrock samples obtained and a description of the subsurface conditions between samples based on the equipment performance and the cuttings returned to the ground surface. Each Boring Log Record contains a description of the subsurface conditions as interpreted by a geotechnical engineer and/or a geologist after a review of the boring field logs, and subsurface samples and/or laboratory test results.

3. We define "at completion" for a boring as the time when our drilling crew has completed the removal of all drilling tools from the borehole.

4. We define "Caved Level" for a boring as the depth below the existing ground surface where material has collapsed into the borehole following the removal of all drilling tools from the borehole at the time indicated on each Boring Log Record.

5. We define "Water Level" for a boring as the depth below the existing ground surface at a boring location to the level of water in the open borehole, unless otherwise defined, at the time indicated on each Boring Log Record.

GENERAL NOTES

6. The latitude and longitude coordinates provided on each Boring Log Record(s) were obtained using a "smart" cell phone GPS application and are considered approximate.

7. The Notes and Legend Records and the Boring Log Record(s) are part of the Geotechnical Exploration and Analyses Report for the subject project. The Geotechnical Exploration and Analyses Report should be included in the bid or reference documents.

Printed on 8/8/2025

Grab sample 2-inch-outside-diameter, split-barrel sampler

SAMPLER TYPES LEGEND

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

P ag e of

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

NOTES AND LEGEND RECORD

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin

This Notes and Legend Record is considered a part of each Boring Log Record(s) for the subject project.

OO = Organic Odor qp = Penetrometer reading, ton/ft² MC = Moisture Content, % moisture by weight

LL = Liquid Limit, % moisture by weight

PL = Plastic Limit, % moisture by weight

PI = Plasticity Index, % moisture by weight

NP = Non-plastic qu = Unconfined Compressive Strength, ton/ft² P4 = % Passing the No. 4-mesh Sieve

P10 = % Passing the No. 10-mesh sieve

P40 = % Passing the No. 40-mesh sieve

P200 = % Passing the No. 200-mesh sieve

WH = Weight of hammer and sampling rods.

Printed on 8/8/2025

TEST RESULTS/REMARKS LEGEND

1. We use the Unified Soil Classification System (USCS) to identify/classify the soils encountered.

2. Soil identification is specified in ASTM D2488, Standard Practice for Description and Identification of Soils (Visual-Manual Procedure). Soil Identification is based on estimating the particle size gradation of the soil and estimating the plasticity of the fine-grained portion of the soil using visual observations and manual testing to identify (estimate) the USCS soil group name.

3. Soil classification is specified in ASTM D2487, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). Soil Classification uses the results of particle size distribution analysis (gradation), Atterberg limits, and oven-dried liquid limit laboratory tests to classify the USCS soil group name.

4. Coarse-grained soils are defined in the USCS to have more than 50-percent of the soil particles retained on the No. 200-mesh sieve. They are principally called gravel or sand. The primary (predominant) particle size content of the retained soil determines whether the soil's group name is a GRAVEL or a SAND. The grading of the GRAVEL/SAND is added to the front of the group name, e.g., POORLY-GRADED SAND. Secondary and tertiary particle size contents determine the types of modifiers to be added to the front or behind the group name, e.g., SILTY SAND or POORLY-GRADED GRAVEL WITH SILT.

5. Fine-grained soils are defined in the USCS to have less than or equal to 50-percent of the soil particles retained on the No. 200-mesh sieve. The fine-grained portion of a coarse-grained soil is that portion of the soil particles that pass the No. 200-mesh sieve. They are principally called LEAN CLAY or FAT CLAY (if they are plastic or highly plastic) or SILT or ELASTIC SILT (if they are non-plastic or slightly plastic). Secondary and tertiary particle size contents determine the types of modifiers to be added to the front or behind the group name, e.g., SANDY LEAN CLAY or ELASTIC SILT WITH GRAVEL.

SOIL IDENTIFICATION/CLASSIFICATION NOTES

We use the US Department of the Interior Bureau of Reclamation (USBR) Engineering Geology Manual and available University Of Wisconsin-Extension Geological And Natural History Survey (WGNHS) literature to identify the bedrock encountered.

BEDROCK IDENTIFICATION NOTE

HSA = Continuous flight hollow-stem augers

DRILLING METHODS LEGEND

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

P ag e of

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

NOTES AND LEGEND RECORD

Dane County Sustainability Campus

4402 Brandt Road

This Notes and Legend Record is considered a part of each Boring Log Record(s) for the subject project.

Printed on 8/8/2025

Description

CONSISTENCY OF COHESIVE SOILS

Descriptor

Sedimentary soil with alternating layers of clay, silt, and/or fine sand.

Alternating ¼-inch-thick layers of varying material or color.

Alternating ¼-inch-thick layers of varying material or color.

Varved

Stratified

Laminated

LAYERING STRUCTURE TERMS

Descriptor Criteria

Very Loose

Loose

Medium Dense

Dense

Very Dense

SPT N60-Value (blows/foot)

0 to 4

5 to 9

10 to 29

30 to 49

50 or more

RELATIVE DENSITY OF COHESIONLESS SOILS

Descriptor

< 0.075

4.75 to 0.075 No. 4 to No. 200 No. 4 to No. 10 No. 10 to No. 40 No. 40 to No.200

< No. 200

4.75 to 2.00

2.00 to 0.425

0.425 to 0.075

75 to 19.0

19.0 to 4.75

3" to ¾" ¾" to No. 4

Boulder

Cobble

Gravel

Descriptor

Stiff

Very Soft

Soft

Medium

Descriptor

Non-plastic

Field Approximation Criteria

Very Stiff

Hard

Easily penetrated several inches by fist. Extrudes between fingers when squeezed.

Easily penetrated several inches by thumb. Molded by light to moderate finger pressure.

Can be penetrated several inches by thumb with moderate effort. Molded by moderate to firm finger pressure.

Readily indented by thumb but penetrated only with great effort.

Readily indented by thumbnail.

Indented by thumbnail with difficulty.

0 to 0.25

PLASTICITY OF FINE-GRAINED SOILS (SILTS & CLAYS)

Low

Medium

High

An 1/8-inch thread cannot be rolled at any water content.

An 1/8-inch thread can barely be rolled. A lump of soil cannot be formed when drier than the plastic limit.

An 1/8-inch thread is easy to roll, and not much time is required to reach the plastic limit; it cannot be rerolled after reaching the plastic limit. A lump of soil crumbles when drier than the plastic limit.

It takes considerable time rolling and kneading to reach the plastic limit. An 1/8-inch thread can be rerolled several times after reaching the plastic limit. A lump of soil can be formed without crumbling when drier than the plastic limit.

RELATIVE MOISTURE TERMS

>305

305 to 75

75 to 4.75

>12"

12" to 3"

3" to No. 4 Coarse Grains Fine Grains

Sand Coarse Grains Medium Grains Fine Grains

Fines

Diameter (mm) ASTM Sieve Size

SOIL PARTICLE SIZES

Descriptor

Partings

Lenses

Seams

Layers

Criteria

< 1/8-inch 1/8-inch to 1-inch

1-inch to 6 inches

>6 inches

CriteriaDescriptor Abbreviation

Frozen F

Dry

Moist

Wet

Frozen material.

Dusty, dry to touch, absence of moisture.

Damp to touch, no visible water.

Visible free water.

M

W

Particle Name

Unconfined Compressive Strength (tsf)

1.01 to 2.00

2.01 to 4.00

4.01 or more

0.51 to 1.00

0.26 to 0.50

RELATIVE PERCENTAGE TERMS

LAYERING THICKNESS TERMS

Field Approximation Criteria

No

Occasional

Trace

Few

Little

Some

0%

<1%

<5%

5 to <10%

10 to <30%

30 to <50%

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

P ag e of

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

NOTES AND LEGEND RECORD

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin

This Notes and Legend Record is considered a part of each Boring Log Record(s) for the subject project.

WELL-GRADED GRAVEL (GW)

POORLY-GRADED GRAVEL (GP)

WELL-GRADED GRAVEL WITH SILT (GW-GM)

WELL-GRADED GRAVEL WITH CLAY (GW-GC)

POORLY-GRADED GRAVEL WITH SILT (GP-GM)

POORLY-GRADED GRAVEL WITH CLAY (GP-GC)

SILTY GRAVEL (GM)

SILTY CLAYEY GRAVEL (GC-GM)

CLAYEY GRAVEL (GC)

WELL-GRADED SAND (SW)

POORLY-GRADED SAND (SP)

WELL-GRADED SAND WITH SILT (SW-SM)

WELL-GRADED SAND WITH CLAY (SW-SC)

POORLY-GRADED SAND WITH SILT (SP-SM)

POORLY-GRADED SAND WITH CLAY (SP-SC)

SILTY SAND (SM)

SILTY CLAYEY SAND (SC-SM)

CLAYEY SAND (SC)

D10

D D60 Cc = (D30)

D10 x D60

Cu = n/a n/a

ML or MH

CL, CL-ML, or CH

ML or MH

CL, CL-ML, or CH

ML or MH

CL-ML

CL or CH n/a n/a

ML or MH

CL, CL-ML, or CH

ML or MH

CL, CL-ML, or CH

ML or MH

CL-ML

CL or CH

Fines Classify AsE

E Atterberg limits test results for the Fine-Grained portion of the soil are plotted in the chart shown below to classify the Fines.

F If soil contains 15% sand, add "WITH SAND" to group name.

G If soil contains 15% gravel, add "WITH GRAVEL" to group name.

S ilt s an d C la ys

I, J

K

L

Soil Type

Cu 4 and 1 Cc 3

Cu 4 and/or 1 Cc 3

Grading Classifies AsD

Cu 4 and 1 Cc 3 n/a

Cu 6 and/or 1 Cc 3

Cu 6 and 1 Cc 3

Cu 6 and 1 Cc 3

Cu 6 and/or 1 Cc 3 n/a

Cu 4 and/or 1 Cc 3

P4 ContentB

P4 50%

P4 50%

P200 ContentC

P200 5%

P200 5%

5% P200 12%

P200 12%

5% P200 12%

P200 12%

Unified Soil Classification System (USCS)

(ASTM D2487)

CRITERIA FOR ASSIGNING GROUP NAMES AND SYMBOLS USING LABORATORY TESTS FOR COARSE-GRAINED SOILS A is 75% for a soil, then the soil is organic.

is 75% for a soil, then the soil is inorganic.If the

If the Liquid Limitoven-dried

M

N

Fine-Grained Soils Footnotes H Based on the material passing the 3-inch-mesh (75-mm) sieve and 50% or more of this material is passing the No. 200-mesh sieve.

I If soil contains 15 to 29% plus No. 200-mesh sieve material and the %sand %gravel, add "WITH SAND" to group name.

J If soil contains 15 to 29% plus No. 200-mesh sieve material and the %sand %gravel, add "WITH GRAVEL" to group name.

K If soil contains 30% plus No. 200-mesh sieve material and %sand %gravel, add "SANDY" to group name.

L If soil contains 30% plus No. 200-mesh sieve material and %sand %gravel, add "GRAVELLY" to group name.

S an ds G

Coarse-Grained Soils Footnotes A Based on the material passing the 3-inch-mesh (75-mm) sieve and more than 50% of this material is retained on No. 200-mesh sieve.

B P4 Content is the percentage of the material passing the No. 4-mesh (4.75-mm) sieve.

C P200 Content is the percentage of the material passing the No. 200-mesh (0.075-mm) sieve.

USCS Soil Classification Group Name (Symbol) §

Liquid Limit

Liquid Limitoven-dried

Liquid Limit

Coarse- or Fine-Grained Soils Footnote § If the field sample contained cobbles, boulders, or cobbles and boulders, add "WITH COBBLES", "WITH BOULDERS", or "WITH COBBLES AND BOULDERS" to group name.

G ra ve ls

F

InorganicM

OrganicN

CRITERIA FOR ASSIGNING GROUP NAMES AND SYMBOLS USING LABORATORY TESTS FOR FINE-GRAINED SOILS OR

THE FINE-GRAINED FRACTION OF COARSE-GRAINED SOILS

PI 7 and plots on or above "A" line

Plot in hatched area

PI 4 or plots below "A" line

PI plots on or above "A" line

PI plots below "A" line

PI 4 and plots on or above "A" line

PI 4 or plots below "A" line

PI plots on or above "A" line

PI plots below "A" line

LL 50

LL 50

LL 50

LL 50

LEAN CLAY (CL)

SILTY CLAY (CL-ML)

SILT (ML)

FAT CLAY (CH)

ELASTIC SILT (MH)

ORGANIC CLAY (OL)

ORGANIC SILT (OL)

ORGANIC CLAY (OH)

ORGANIC SILT (OH)

Organic/Inorganic Liquid Limit (LL) Plasticity Index (PI)

I

USCS Soil Classification Group Name (Symbol) §

0 20 40

P

LA

S T

IC

IT

Y

IN

D E

X

P I)

LIQUID LIMIT (LL)

For classification of fine-grained soils and the fine-grained fraction of coarse-grained soils

Equation of "A"-line:

Horizontal at PI=4 to LL=25.5, then PI=0.73(LL-20)

Equation of "U"-line:

Vertical at LL=16 to PI=7, then PI=0.9(LL-8)

60 80 10010 30 50 70 90 110

ATTERBERG LIMITS GRAPH

ASTM D4318 or AASHTO T89 & T90

CONSULTING CIVIL ENGINEERS SINCE 1966

Soils & Engineering Services, Inc.

P ag e of

1102 STEWART STREET

MADISON, WISCONSIN 53713-4648

Phone: {608) 274-7600

NOTES AND LEGEND RECORD

Dane County Sustainability Campus

4402 Brandt Road City of Madison, Dane County, Wisconsin

This Notes and Legend Record is considered a part of each Boring Log Record(s) for the subject project.

"U " L ine

CL-ML

or OL

CH or O

H

CL o r O

L MH or OH

ML or OL

"A " L ine moderately-soft to moderately-hard*

Leaching of soluble minerals may be complete.

Mechanical-weathering†

Fracture surfaces ‡

General Characteristics (strength, excavation, etc.) §Descriptor

Chemical-Weathering-Discoloration and/or Oxidation

No discoloration, not oxidized.

Discoloration or oxidation is limited to surface of, or short distance from, fractures; some feldspar crystals are dull.

Minor to complete discoloration or oxidation of most surfaces.

No visible separation, intact (tight).

Body of Rock LeachingTexture

Texture and Leaching

No separation, intact (tight).

No leachingNo changeNo discoloration or oxidation.

Minor leaching of some soluble minerals

Hammer rings when crystalline rocks are struck.

unweathered

Preserved

USBR FRACTURE DENSITY DESCRIPTORS AND CRITERIA

Hammer rings when crystalline rocks are stuck. Body of rock not weakened.

slightly-weathered

All fracture surfaces are discolored or oxidized, surfaces friable.

Discoloration or oxidation extends from fractures usually throughout; Fe-Mg minerals are “rusty,” feldspar crystals are “cloudy.”

All fracture surfaces are discolored or oxidized.

Partial separation of boundaries visible.

Soluble minerals may be mostly leached.

Generally preserved Hammer does not ring when rock is struck. Body of rock is slightly weakened.

moderately- to slightly-weathered* moderately-weathered highly-weathered Discoloration or oxidation throughout; all feldspars and Fe-Mg minerals are altered to clay to some extent; or chemical alteration produces in situ disaggregation, see grain boundary conditions.

Partial separation, rock is friable; in semiarid conditions granitics are disaggregated.

Texture altered by chemical disintegration (hydration, argillation).

Dull sound when struck with hammer, usually can be broken with moderate to heavy manual pressure or by light hammer blow without reference to planes of weakness such as incipient or hairline fractures, or veinlets. Rock is significantly weakened.

Descriptor Criteria Descriptor Criteria slightly-fractured Mostly fractured lengths from 12 to 36 inches (1 to 3 feet) with few scattered lengths less than 12 inches or greater than 36 inches.

Descriptor Criteria

< 1/8-inch 1/8-inch to <1-inch

1-inch to <6 inches

6 inches unfractured

Cannot be scratched with a pocketknife or sharp pick. Breaks with repeated heavy hammer blows.

Mostly fractured lengths greater than 36 inches (3 feet). very-hard

Cannot be scratched with…