HURST-ROSCHE, INC.

ATTACHMENT B:

PROJECT MANUAL FOR

ILLINOIS DEPARTMENT OF NATURAL RESOURCES

(IDNR)

REPAIR POST OAK TRAIL

PHASE III – RTP PROJECT

IDNR PROJECT #5-24-019

ILLINOIS DEPARTMENT OF NATURAL RESOURCES

GIANT CITY STATE PARK

UNION COUNTY, IL

Prepared for

ILLINOIS DEPARTMENT OF NATURAL RESOURCES

DATE: AUGUST19, 2025

Bid Package No.

H U R S T - R O S C H E I N C .

200 North Market Street, Marion, IL 62959 | 618/998-0075

IDNR Post Oak Trail Phase III 350-0794

Table of Contents 00 10 10 - 1

DOCUMENT 00 01 10 - TABLE OF CONTENTS

State of Illinois Department of Natural Resources

PROJECT MANUAL FOR

IDNR PROJECT NUMBER: 5-24-019

POST OAK TRAIL PHASE III – RTP

PROJECT, UNION COUNTY, IL

DATE: August 19, 2025

PROCUREMENT AND CONTRACTION REQUIREMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

INTRODUCTORY INFORMATION

Section Title Pages

00 01 10 Table of Contents 00 01 ............................................................................................... 10-1-3

DIVISION 01 – GENERAL REQUIREMENTS

00 11 00 Summary of Work 01 11 ............................................................................................. 00-1-4 01 14 00 Work Restrictions 01 14 .............................................................................................. 00-1-2 01 25 13 Substitutions and Product Options 01 25 ..................................................................... 13-1-3 01 29 73 Schedule of Values 01 29 ............................................................................................ 73-1-2 01 29 76 Progress Payment Procedures 01 29 ............................................................................ 76-1-3 01 31 19 Project Meetings 01 31 ................................................................................................ 19-1-3 01 32 16 Construction Progress Schedule 01 32 ........................................................................ 16-1-2 01 33 23 Shop Drawings, Product Data and Samples 01 33 ....................................................... 23-1-4 01 35 13 Special Project Procedures 01 35 ................................................................................ 13-1-2 01 40 00 Quality Requirements 01 40 ........................................................................................ 00-1-3 01 54 00 Construction Aids 01 54 .............................................................................................. 00-1-2 01 56 00 Temporary Barriers and Enclosures 01 56 ................................................................... 00-1-2 01 61 00 Common Product Requirements 01 61 ........................................................................ 00-1-2 01 66 00 Storage and Protection 01 66 ....................................................................................... 00-1-1 01 73 29 Cutting and Patching 01 73 ......................................................................................... 29-1-2 01 74 00 Cleaning and Waste Management 01 74 ..................................................................... 00-1-1 01 74 23 Final Cleaning ................................................................................................... 01 74 23-1-1 01 77 00 Closeout Procedures 01 77 .......................................................................................... 00-1-2

00 10 10 - 2

01 78 23 Operation and Maintenance Data 01 78 ...................................................................... 23-1-3 01 78 36 Warranties ......................................................................................................... 01 78 36-1-2 01 78 39 Project Record Documents ................................................................................ 01 78 39-1-4

DIVISION 02 – EXISTING CONDITIONS

02 41 16 Structure Demolition ......................................................................................... 02 41 16-1-4

DIVISION 03 – CONCRETE

03 10 00 Concrete Forming and Accessories ................................................................... 03 10 00-1-6 03 20 00 Concrete Reinforcement .................................................................................... 03 20 00-1-4 03 30 00 Cast-In-Place Concrete .................................................................................... 03 30 00-1-16

DIVISION 05 – METAL FABRICATIONS

05 50 00 Metal Fabrications ............................................................................................. 05 50 00-1-5

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 63 Rough Carpentry ............................................................................................... 06 10 63-1-5

DIVISION 09 – PAINTS AND COATINGS

09 90 00 Paints and Coatings ........................................................................................... 09 90 00-1-7

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 00 Precast Concrete Structures ............................................................................... 13 34 00-1-6

DIVISION 31 – SOILS

31 05 13 Soils ................................................................................................................... 31 05 13-1-3 31 23 16 Excavation ......................................................................................................... 31 23 16-1-3 31 23 18 Rock Removal ................................................................................................... 31 23 18-1-2 31 23 23 Fill ..................................................................................................................... 31 23 23-1-4 31 25 13 Erosion Controls and SWPPP............................................................................ 31 25 13-1-6

00 10 10 - 3

DIVISION 32 – EXTERIOR IMPROVMENTS

32 05 16 Aggregates ......................................................................................................... 32 05 16-1-3 32 11 16 Aggregates Surfacing ........................................................................................ 32 11 16-1-2 32 91 19 Landscape Grading ............................................................................................ 32 91 19-1-2 32 92 19 Seeding .............................................................................................................. 32 92 19-1-7

Summary of Work 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

The General Conditions, Supplementary Conditions and Division 1, General Requirements are hereby made a part of each division and section of the project specifications.

PART 1 GENERAL

1.1 REQUIREMENTS INCLUDE

A. Base Bid: Base bid work includes replacement of existing three (3) pedestrian bridges and one (1) viewing deck. Materials that provide better vision for the viewing deck, such as steel mesh, has been noted.

B. Alternate Bid No. 1: Improvements to the existing parking area. Including the demolition of a sandstone floor and replacement with aggregate and asphalt.

C. Existing Conditions: Work will take place at Post Oak Trail, Union County, IL. The Owner will continue operations during construction.

D. The Owner will be prepared to allow construction to begin immediately.

1.2 DEFINITIONS The following terms are used throughout the contract documents.

The work will be governed in accord with the definitions.

A. Fabricated: Fabricated pertains to items specifically assembled or made of selected materials or components to meet individual design requirements.

B. Manufactured: Manufactured means standard units, usually mass-produced by an established manufacturer of the respective item.

C. Provide: Provide means furnish and install.

D. Shop fabricated or shop-made: Shop fabricated or shop made refers to items made by the

Contractor in his own shop.

1.3 WORK SEQUENCE

Work Restrictions 01 14 00 - 2

A. Construction work restrictions:

1. In general, work shall be performed during normal business hours unless approved in advance by the owner.

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Owner and Architect not less than seven days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Owner’s / Architects written permission.

C. Proposed Construction Phasing:

1. All work shall be conducted under a single project phase.

D. Contractor parking / staging areas shall be located so as not to restrict vehicular access within the park nor reduce parking areas necessary for the Owner’s day to day operations. All areas used for parking / staging shall be returned to original condition upon completion of project.

2.5. CONSTRUCTION CLEANING

A. Contractor provide cleaning and disposal of waste materials, debris and rubbish during construction in accordance with Section 01 74 00.

B. Contractor provides immediate cleaning to any area adjacent to construction site or on interior building path to construction site that is damaged or impacted by construction activity.

2.6. STORAGE

A. Make arrangements with Owner's Representative for any on-site storage of materials and equipment to be installed in project. Protection and security for stored materials and equipment is solely contractor's responsibility.

2.7. CLOSEOUT

A. Upon completion of work, restore area to its original condition.

B. Upon completion of work, provide final cleaning and return space to a condition suitable for use of the Owner.

END OF SECTION

Substitutions and Product Options 01 25 13 - 1

SECTION 01 25 13

SUBSTITUTIONS AND PRODUCT OPTIONS

1.1. REQUIREMENTS INCLUDE

A. Base all bids on providing products exactly as specified.

B. For products specified only by reference or performance standards, select any product which meets or exceeds standards, by any manufacturers, subject to the Architect/Engineer's approval.

C. For products specified by naming several products or manufacturers, select any product and manufacturer named.

D. For products indicated in the documents but not specified, provide products that best meet the required function. Parts of a product system should be compatible with and acceptable by the product system manufacturer/supplier.

1. 2. RELATED REQUIREMENTS

A. Specified elsewhere:

1. 01 33 23 - Shop Drawings, Project Data & Samples.

Shop Drawings, Product Data and Samples 01 33 23 - 1

SECTION 01 33 23

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

1.1 REQUIREMENTS INCLUDES

A. Contractor shall make submittals to Architect. Architect shall maintain a master list of submittals.

1.2 RELATED REQUIREMENTS

A. Specified elsewhere:

1. 01 32 16 – Construction Progress Schedule.

2. Specific sections requiring submittals.

1.3 DEFINITIONS

A. Shop drawings: Shop drawings are original drawings prepared by Contractor, subcontractor, sub-subcontractor, supplier or distributor, which illustrates some portion of the work, showing fabrication, layout, setting or erection details.

1. Prepared by qualified detailer.

2. Identify details by reference to sheet and detail numbers shown on contract drawings.

3. Maximum sheet size: 24" x 36".

4. Reproductions for submittals: One electronic copy.

B. Product data:

1. Manufacturer's standard schematic drawings, edited to fit this project.

2. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data.

a. Clearly mark each copy to identify pertinent materials, products or models.

b. Show dimensions and clearances.

c. Show wiring diagrams and controls.

d. Provide one electronic copy.

C. Samples: Physical samples to illustrate materials, equipment or workmanship.

Approved samples establish standards by which complete work is judged.

Maintain at site as directed. Protect until no longer needed.

1. Office samples: Of sufficient size to clearly illustrate:

01 33 23 - 2

a. Functional characteristics of product or material.

b. Color or pattern selection.

1.4 SUBMITTAL REQUIREMENTS

A. Submit all exhibits within five business days after the pre-construction meeting.

B. Submit 1 electronic copy of shop drawings and product data, and three samples.

C. Accompany each submittal with its own transmittal letter, containing:

1. Date.

2. Project title and number.

3. Contractor's name and address.

4. The number of shop drawings, product data and samples submitted.

5. Description of Submittal.

6. Specification Section Number.

7. Notification of deviations from Contract.

8. Other pertinent data.

D. Submittals shall include:

1. Date and revision dates.

3. Names of:

a. Architect.

b. Contractor.

c. Subcontractor.

d. Supplier.

e. Manufacturer.

4. Identification of product or material.

5. Relation to adjacent structure or material.

6. Field dimensions, clearly identified as such.

7. Specification section number.

8. Specified standards, such as ASTM number or ANSI.

9. A blank space for Architect stamp.

10. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract.

1.5 RESUBMISSION REQUIREMENTS

A. Resubmit all shop drawings, product data, and samples as requested by the Architect.

1.6 RESPONSIBILITIES

01 33 23 - 3

A. Review shop drawings, product data and samples prior to submission to the next level of authority.

B. Verify:

1. Field dimensions.

2. Field construction criteria.

3. Catalog numbers and similar data.

C. Coordinate each submittal with requirements of:

1. The work.

2. The contract documents.

3. The work of other contractors.

D. Contractor's responsibility for errors, omissions or deviation from contract documents in submittals is not relieved by Architect review of submittals.

E. Prior to submission, notify Architect of all proposed deviations in submittals from contract requirements. Substitution of materials or equipment may only be approved by change order.

F. Do not begin any work which requires submittals without Architect's approval.

G. After Architect's review, make response required by Architect's stamp and distribute copies. Indicate by transmittal that copy of approved data has been delivered to installer.

1.7 ARCHITECT/ENGINEER'S DUTIES

A. Review submittals within ten business days.

B. Review for:

1. Design concept of project.

2. Compliance with contract documents.

C. Review all requests for proposed deviations.

D. Affix stamp, date and initials or signature certifying to review of submittal, and with instructions for contractor response.

E. Return submittals to sender for response or distribution.

1.8 SPECIFIED SUBMITTALS. See individual technical sections. Additional submittals not listed may be required for full review by A/E.

Quality Requirements 01 40 00 - 1

SECTION 01 40 00

QUALITY REQUIREMENTS

1.1 SUMMARY

A. Section Includes:

1. General quality control activities.

2. Procedures for the following:

a. Testing and evaluation of test results.

b. Inspections.

3. Procedures for quality control activities performed by:

a. Contractor.

b. Architect.

4. Procedures for submittal of quality control documentation.

B. Quality control activities required are specified in other sections.

C. See General Conditions for additional requirements for testing, inspections, and approvals.

1.2 RELATED WORK

A. Specified Elsewhere:

1. 01 33 23 – Shop Drawings, Product Data and Samples.

1.3 SUBMITTALS

A. Reports: Provide certified copies of reports.

1. Unless otherwise indicated, submit for review by the Architect.

2. Submit reports within 2 weeks after execution of quality control activity, but not later than the date of application for payment for the work to which the quality control activity relates.

3. Reports shall be prepared by the entity performing the quality control activity.

4. Submit copies directly to governing authorities when so directed.

5. Include the following information in all types of reports:

a. Date of report.

b. Project name (and number, if applicable).

c. Description of the quality control activity.

01 40 00 - 2

d. Name, address, and telephone number of entity performing activity.

e. Date quality control activity was performed.

f. Specification section(s) involved.

g. Basis for evaluation (test method, etc.).

h. Results or conclusions, including evaluations and interpretations.

i. Title, name, and signature of person performing activity.

1.4 QUALITY ASSURANCE

A. Qualifications of Testing and Inspection Personnel:

1. As indicated in individual sections or on drawings.

B. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to either the National Bureau of Standards (NBS) standards or to accepted values of natural physical constants.

1.5 COORDINATION WITH OTHER ENTITIES

A. Cooperate with other entities performing quality control activities.

B. Provide samples of materials and design criteria as indicated and when requested.

C. Provide other assistance, equipment, tools, and storage facilities as specified.

D. If desired, make arrangements with those entities and pay for additional similar or related testing or inspection required for the contractor's use or convenience.

1.6 SEQUENCING AND SCHEDULING

A. Coordinate quality control activities to avoid delay and to make it unnecessary to uncover work for testing or inspection.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 GENERAL

A. Provide work of the specified quality; where quality level is not indicated, provide work of quality customary in similar types of work.

1. Where codes, laws, or regulations require work of higher quality or performance, provide work complying with those codes, laws, and regulations.

2. Where two or more quality provisions of the contract documents conflict, comply with the most stringent requirement; where requirements are different but apparently equal, 01 40 00 - 3 and where it is uncertain which requirement is most stringent, obtain clarification from the Architect before proceeding.

3. Actual quality may exceed the specified quality; verify that such differences are acceptable to the owner (other criteria may make excessive quality undesirable).

B. Control products, suppliers, manufacturers, site conditions, installers, and workmanship in such a manner as to produce work of the specified quality.

C. Comply with manufacturers' instructions and recommendations.

1. Keep a record of instructions and recommendations which supplement or conflict with the manufacturer's written instructions.

2. When manufacturers' instructions and recommendations conflict with the contract documents, obtain clarification from the Architect before proceeding.

D. Use installers who are capable of producing work of the specified quality.

E. Each prime contractor shall perform all specified quality control activities related to his work unless indicated to be performed by other entities.

3.2 TESTING

A. Perform tests specified.

B. When results of tests are unsatisfactory, make whatever changes or repairs are necessary and retest.

C. Submit written report of each original test and of each retest.

3.3 INSPECTING

A. Perform inspections specified.

B. When inspections reveal unsatisfactory work, make whatever changes or repairs are necessary and re-inspect.

C. Submit written report of each original inspection and each re-inspection.

3.4 PROTECTION AND REPAIR

A. When work is uncovered during quality control activities, provide protection from damage.

B. Correct work damaged by quality control activities; where repair is indicated as an unacceptable method, replace the work.

Construction Aids 01 54 00 - 1

SECTION 01 54 00

CONSTRUCTION AIDS

A. Contractor: Provide and maintain constructions aids and equipment for common use and to facilitate execution of the work:

1. Chutes.

2. Cranes.

3. Railings.

4. Ramps.

5. Runways.

6. Hoists.

7. Platforms.

8. Ladders.

1.2. RELATED REQUIREMENTS

1. 01 11 00 – Summary of Work.

PART 2 PRODUCTS

2.1. MATERIALS.

A. Materials may be new or used. Comply with specified codes and standards.

2.2. CONSTRUCTION AIDS

A. Contractor shall be responsible for temporary hoisting.

3.1. PREPARATION.

A. Consult with Architect/Engineer, review site conditions and factors which affect location of construction aids, including adjacent properties and public facilities which may be affected by execution of the work.

3.2. INSTALLATION

Construction Aids 01 54 00 - 2

A. Relocate construction aids as construction progresses to expedite storage or work requirements and to accommodate legitimate requirements of other contractors at the site.

3.3. REMOVAL

A. Completely remove temporary materials, equipment and services:

1. When construction needs can be met by authorized use of permanent construction.

2. At project completion.

B. Clean and repair damage caused by installation or use of temporary facilities.

1. Remove foundations and underground installations for construction aids.

2. Grade site areas affected by temporary installations to indicated elevations and slopes, and clean the area.

C. Restore permanent facilities used for temporary purposes to specified condition.

Temporary Barriers and Enclosures 01 56 00 - 1

SECTION 01 56 00

TEMPORARY BARRIERS AND ENCLOSURES

PART 1 GENERAL

1.1 SUMMARY

A. Base Bid:

1. Contractor provide:

a. Provide and maintain suitable barriers to prevent unauthorized personnel or public entry, and to protect the work, existing facilities and utilities, trees and plants from construction operations.

b. Remove when no longer needed, at completion of the work or as directed.

1.2 RELATED WORK

A. Specified Elsewhere:

1. 01 33 23 – Shop Drawings, Product Data & Samples.

2. 01 54 00 – Construction Aids

2.1 MATERIALS

A. Construction site fences/barriers are intended to separate construction site traffic and activities from surrounding properties and activities for safety purposes for the duration of construction.

B. Materials: Materials may be new or used, suitable for purpose.

Comply with all specified codes.

C. Fencing Materials:

1. Minimum height six feet.

2. No. 11 gauge, 2 in. mesh, 96 in. high galvanized chain link fabric.

3. Galvanized steel posts; 1-1/2 in. line posts; 2 in. corner posts.

4. Line posts to support barrier may be set in concrete, reasonably vertical, and uniformly spaced or have sled bases.

D. Barrier Materials: Material at Contractor’s option, appropriate for purpose.

Temporary Barriers and Enclosures 01 56 00 - 2

E. Provide gates and hardware as required for construction activity and to maintain security of the site.

3.1 INSTALLATION

A. Erect fencing and barriers so as not to interfere with vehicular and pedestrian traffic of the existing facility during normal business hours.

B. Fencing Installation:

1. Set posts and braces in a vertical position at spacing appropriate for material being used. Top of post to be set at required elevation.

2. Provide stretcher bars and grounding rods as necessary for material being used.

3. Install fencing barrier material securely to each component of the fencing system. Provide additional rails as required.

B. Maintain fences and barriers during the duration of construction activities.

C. Relocate fences and barriers as construction phasing progresses.

3.2 REMOVAL

A. Remove entire system after work has been completed. Repair damage to surrounding surfaces damaged or disturbed by this activity and clean the area.

Storage and Protection 01 66 00 - 1

SECTION 01 66 00

STORAGE AND PROTECTION

A. Protection and security for stored materials and equipment, on and off site is solely contractor's responsibility.

B. When possible, all material will be stored off the ground and out of the weather in watertight enclosures.

Cutting and Patching 01 73 29 - 1

SECTION 01 73 29

CUTTING AND PATCHING

A. Contractor:

1. Execute cutting, filling or patching of work to:

a. Remove specified existing materials.

b. Install specified work.

c. Remove and replace defective work, if necessary.

2. In addition, upon written instructions of Architect/Engineer or Owner:

a. Uncover work to provide for observation of covered work.

3. Do not cut or alter work of another contractor without written consent of

Architect/Engineer.

1.2. SUBMITTALS

A. Prior to cutting and patching done on instruction of Architect/Engineer, submit cost estimate.

B. When conditions of work, or schedule, indicate change of materials or methods, submit recommendation to Architect/Engineer, including:

1. Condition indicating change.

2. Recommendation for alternative materials or methods.

3. Submittals specified for substitutions.

C. Submit written notice to Architect/Engineer, designating time work will be uncovered, to provide for observation.

1.3. PAYMENT FOR COSTS

A. Costs caused by ill-timed or defective work, or work not conforming to contract documents, including costs for additional services of Architect/Engineer: Payment by party responsible for ill-timed, rejected or non-conforming work.

B. Work done on instructions of Architect/Engineer (by change order), other than defective or non-conforming work: Payment by Owner.

Cutting and Patching 01 73 29 - 2

2.1. MATERIALS

A. For replacement of work removed: Comply with specifications for type of work to be performed.

3.1. INSPECTION

A. Inspect existing conditions of work, including elements subject to movement or damage during cutting and patching.

B. After uncovering work, inspect conditions affecting installation of new products.

3.2. PREPARATION

A. Prior to cutting, provide protection for other portions of the project.

3.3. PERFORMANCE

A. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances, finishes.

B. Execute cutting and demolition by methods that will prevent damage to other work, and will provide proper surfaces to receive installation of repairs and new work.

C. Restore work which has been cut or removed; install new products to provide completed work in accord with contract documents.

D. Refinish entire surfaces to provide an even finish.

1. Continuous surfaces: To nearest intersections.

2. Assembly: Entire refinishing.

Cleaning and Waste Management 01 74 00 - 1

SECTION 01 74 00

CLEANING AND WASTE MANAGEMENT

A. Contractor shall provide cleaning and disposal of waste materials, debris and rubbish during construction.

2.1. EQUIPMENT

A. Provide covered containers for deposit of waste materials, debris and rubbish.

3.1. CLEANING

A. Maintain areas under Contractor's control free of waste materials, debris and rubbish.

B. Remove debris and rubbish from plenums and other closed spaces, prior to closing the space.

C. Clean interior areas prior to start of surface finishing. Continue cleaning on an as- needed basis.

D. Control cleaning operations so that dust and other particulates will not adhere to wet or newly-coated surfaces.

3.2. DISPOSAL

A. Regularly remove waste materials, debris and rubbish from site and dispose of off- site.

Final Cleaning 01 74 23 - 1

SECTION 01 74 23

FINAL CLEANING

A. Contractor: Provide final cleaning.

1. At completion of work, remove all waste, debris, rubbish, tools, equipment, machinery and surplus materials. Clean all sight-exposed surfaces; leave work clean and ready for occupancy.

1.2. RELATED REQUIREMENTS

1. 01 74 00 – Cleaning and Waste Management.

2. 01 77 00 – Closeout Procedures.

PART 2 PRODUCTS: (NOT USED)

3.1. FINAL CLEANING

A. Remove grease, dust, dirt, stains, labels, fingerprints, protection and other foreign materials from sight-exposed finished surfaces; polish surfaces so designated to specified finish.

1. In preparation for substantial completion or occupancy, conduct final inspection of sight-exposed surfaces, and of concealed spaces to ensure performance.

B. Repair, patch and touch up marred surfaces to specified finish, to match adjacent surfaces.

C. Maintain final cleaned areas until project, or designated portion thereof, is accepted by Owner and Architect.

Closeout Procedures 01 77 00 - 1

SECTION 01 77 00

CLOSEOUT PROCEDURES

A. Contractor provide:

1. Substantial completion.

2. Punch list walk-through with Owner and Architect.

3. Final completion.

4. Closeout submittals.

5. Application for final payment.

1.2 SUBSTANTIAL COMPLETION

A. When Contractor considers work substantially complete; submit written declaration to Architect that work, or designated portion thereof, is substantially complete. Include list of items to be completed or corrected.

B. Prior to preliminary substantial completion and inspection, submit:

1. Guarantees, warranties and bonds: In accord with 01 78 36 - Warranties.

2. Attic stock of selected materials.

C. Architect will make a preliminary inspection within five business days after receipt of Contractor's declaration.

D. Upon determining that work is substantially complete, Architect will:

1. Prepare a punch list of items to be completed or corrected, as determined by the inspection.

2. Prepare and process a certificate of substantial completion, containing:

a. Date of substantial completion.

b. Punch list of items to be completed or corrected.

c. The time within which punch list items shall be completed or corrected.

d. Date and time Owner will take occupancy of project or designated portion thereof.

e. Responsibilities of Owner and Contractor for:

1. Insurance.

2. Utilities.

3. Maintenance and cleaning.

f. Signatures of:

Closeout Procedures 01 77 00 - 2

1. Architect

2. Owner.

3. Contractor.

E. Contractor shall then:

1. Complete all work listed for completion or correction within designated time.

2. Perform final cleaning in accord with 01 74 23.

3. Obtain certificate of occupancy.

F. Owner will occupy project or designated portions thereof under provisions stated in certificate of substantial completion.

1.3 FINAL COMPLETION

A. Contractor shall submit written declaration to Architect that:

1. Work complies with all aspects of contract documents.

2. All items on substantial completion punch list have been completed or corrected.

3. All tools, construction equipment and surplus materials have been removed from site.

B. Architect will make final inspection with Contractor to ensure completion of all contract requirements.

C. When Architect considers that all work is finally complete in accord with contract document requirements, architect will prepare and process closeout documents.

1.4 CLOSEOUT SUBMITTALS

A. Contractor shall submit:

1. Project record documents in accord with 01 78 39.

1.5 APPLICATION FOR FINAL PAYMENT

A. Contractor shall submit duly executed:

1. Final Payment Application.

2. Separate releases of waivers of liens for all subcontractors, suppliers and others with lien rights against property of Owner, together with complete list of those parties.

2. Final accounting statement, reflecting all adjustments to contract sum.

3. All final documents including record documents, operation and maintenance data, and extended warranty and bond information.

B. Architect/Engineer will process final statement in accord with Conditions of the Contract.

Project Record Documents 01 78 39 - 1

SECTION 01 78 39

PROJECT RECORD DOCUMENTS

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 REQUIREMENTS INCLUDE

A. The Contractor:

1. At project site, maintain one copy of:

a. Contract drawings, including separate volume(s) of details.

b. Project Manual.

c. Interpretations and supplemental instructions.

d. Addenda.

e. Reviewed, approved shop drawings and product data.

f. Other modifications to contract.

g. All schedules.

h. Correspondence file.

2. Store documents in temporary office apart from documents used for field construction.

3. Provide files and racks for document storage.

4. File documents in format in accordance with Project Manual Table of Contents.

5. Maintain documents in clean, dry, legible condition.

6. Do not use as-built documents for field construction purposes.

7. Make documents available at all times for inspection by Architect/Engineer and

Client.

1.3 SUMMARY

A. This Section includes administrative and procedural requirements for Project As- built Drawings, including the following:

1. As-built Drawings.

B. Related Sections include the following:

1. 01 33 23 – Shop Drawings, Product Data & Samples.

2. 01 77 00 – Closeout Procedures.

1.4 RECORDING

A. Label each document “PROJECT AS-BUILT DRAWINGS” in 2-in. high printed letters.

01 78 39 - 2

B. Keep as-built documents current.

C. Do not permanently conceal any work until specified information has been recored.

D. Contract drawings: Legibly mark to record actual construction:

1. Depths of various elements of foundation in relation to survey data.

2. Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements.

3. Location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure.

4. Field changes of dimension and detail.

5. Changes made by change order

6. Details not on original contract drawings.

E. Specifications and addenda: Legibly mark up each section to record:

1. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed.

2. Changes made by change order or field order.

3. Other matters not originally specified.

F. Shop drawings: Maintain as record documents; legibly annotate drawings to record changes made after review.

G. As-Built Drawings: The Contractor shall keep, at the construction site, a complete set of full size prints. The prints are the “issued for construction” drawings. During construction, these prints shall be marked to show all the approved deviations from the construction drawings.

These deviations shall be shown in the same general detail utilized in the issued for construction drawings. Marking of the prints shall be pursued continuously during construction to keep them up to date. This information shall be maintained in a current condition at all times until the completion of the work. The resulting field-marked prints and data shall be referred to and marked as “As-Built Drawings”, and shall be used for no other purpose.

1.5 SUBMITTALS

A. As-built drawings: Contractor to submit and comply with the following:

1. Number of Copies: Submit two sets of marked-up as-built prints.

B. At completion of project, deliver as-built documents to Architect/Engineer.

C. Accompany submittal with transmittal letter containing:

1. Date.

3. Contractor’s name and address.

4. Title and number of each as-built document.

01 78 39 - 4

3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings.

4. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

5. Mark important additional information that was either shown schematically or omitted from original Drawings.

6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.

B. Format: Contractor to identify and date each as-built drawing; include the designation

"PROJECT AS-BUILT DRAWING" in a prominent location.

1. Identification: As follows:

a. Project name.

b. Date.

c. Designation "PROJECT AS-BUILT DRAWINGS."

d. Name of Contractor.

2.2 MISCELLANEOUS RECORD SUBMITTALS

A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind miscellaneous records and identify each, ready for continued use and reference.

3.1 RECORDING AND MAINTENANCE

A. Recording: Maintain one copy of each submittal during the construction period for project as-built document purposes. Post changes and modifications to project as- built documents as they occur; do not wait until the end of project.

B. Maintenance of As-built Documents and Samples: Store as-built documents and samples in the field office apart from the Contract Documents used for construction. Does not use project as-built documents for construction purposes. Maintain as-built documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to project as-built documents for Architect's reference during normal working hours.

Structure Demolition 02 41 16 - 1

SECTION 02 41 16

STRUCTURE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARYs

A. The Work of this Section Includes:

1. Demolition and removal of structures.

2. Demolition and removal of site improvements.

3. Removing below-grade construction.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner as indicated. Include fasteners or brackets needed for reattachment elsewhere.

1.3 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.4 COORDINATION

A. Arrange demolition schedule so as not to interfere with Owner's on-site operations.

1.5 PREINSTALLATION MEETINGS

A. Pre-demolition Conference: Conduct conference at Project site.

1. Inspect and discuss condition of construction to be demolished.

2. Review structural load limitations of existing structures.

3. Review and finalize building demolition schedule and verify availability of demolition personnel, equipment, and facilities needed to make progress and avoid delays.

4. Review and finalize protection requirements.

5. Review procedures for noise control and dust control.

6. Review procedures for protection of adjacent buildings.

7. Review storage, protection, and accounting for items to be salvaged and returned to Owner.

02 41 16 - 2

1.6 CLOSEOUT SUBMITTALS

A. Inventory: Submit a list of items that have been removed and salvaged.

1.7 FIELD CONDITIONS

A. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

B. Hazardous Materials:

1. It is not expected that hazardous materials will be encountered in the Work.

a. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

C. On-site sale of removed items or materials is not permitted.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 PREPARATION

A. Existing Facilities: Protect adjacent walkways during demolition operations.

B. Temporary Shoring: Provide and maintain exterior shoring, bracing, or structural support to preserve stability and prevent unexpected movement or collapse of construction being demolished.

1. Strengthen or add new supports when required during progress of demolition.

C. Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction and as indicated.

1. Protect existing site improvements, appurtenances, and landscaping to remain.

2. Provide temporary barricades and other protection required to prevent injury to people.

02 41 16 - 3

3.2 DEMOLITION, GENERAL

A. General: Demolish indicated structures completely. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Do not use cutting torches until work area is cleared of flammable materials. Maintain portable fire-suppression devices during flame-cutting operations.

2. Maintain fire watch during and for at least 1 hour after flame-cutting operations.

3. Maintain adequate ventilation when using cutting torches.

4. Locate structure demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

B. Site Access and Temporary Controls: Conduct demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed trafficways if required by authorities having jurisdiction.

2. Use water mist and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution.

C. Explosives: Use of explosives is not permitted.

D. Base Bid Demolition shall include the existing viewing deck structure, existing pedestrian bridge 3, existing pedestrian bridge 4, and existing pedestrian bridge 5 and its associated components. By Alternate Bid No. 1, perform demolitions for parking lot improvements.

3.3 DEMOLITION BY MECHANICAL MEANS

A. Below-Grade Construction:

1. Demolish foundation systems and other below-grade construction as required for new construction.

a. Remove below-grade construction foundation systems, and footings, completely.

3.4 SITE RESTORATION

A. Below-Grade Areas:

1. Rough grade below-grade areas ready for further excavation or new construction.

B. Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free from irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades.

02 41 16 - 4

3.5 REPAIRS

A. Promptly repair damage to adjacent walkways caused by demolition operations.

3.6 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Do not burn demolished materials.

3.7 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition operations began.

1. Clean roadways of debris caused by debris transport.

Concrete Forming and Accessories 03 10 00 - 1

SECTION 03 10 00

CONCRETE FORMING AND ACCESSORIES

1. Form-facing material for cast-in-place concrete.

2. Shoring, bracing, and anchoring.

B. Related Requirements:

1. Section 03 20 00 – Concrete Reinforcement: Reinforcing steel and required supports for cast-in-place concrete.

2. Section 03 30 00 - Cast-in-Place Concrete for formwork related to structural concrete elements.

A. Form-Facing Material: Temporary structure or mold for the support of concrete while the concrete is setting and gaining sufficient strength to be self-supporting.

B. Formwork: The total system of support of freshly placed concrete, including the mold or sheathing that contacts the concrete, as well as supporting members, hardware, and necessary bracing.

1.3 PREINSTALLATION MEETINGS

Preinstallation Conference: Conduct conference at the Project Site. The conference will be combined with the conference for Section 03 30 00.

1.4 ACTION SUBMITTALS

A. Product Data: For each of the following:

1. Exposed surface form-facing material.

2. Concealed surface form-facing material.

3. Pan-type forms.

4. Void forms.

5. Form ties.

6. Form-release agent.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For testing and inspection agency.

B. Field quality-control reports.

03 10 00 - 2

1.6 QUALITY ASSURANCE

A. Perform work according to ACI 347, 301, and 318.

2.1 PERFORMANCE REQUIREMENTS

A. Concrete Formwork: Contractor and/or formwork supplier must design, engineer, erect, shore, brace, and maintain formwork, shores, and reshores in accordance with ACI 117, 301, 318, and 347 to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, so that resulting concrete conforms to the required shapes, lines, and dimensions.

1. Design wood panel forms in accordance with APA's "Concrete Forming Design/Construction Guide."

2. Design formwork to limit deflection of form-facing material to 1/240 of center-to-center spacing of supports.

2.2 FORM-FACING MATERIALS

A. As-Cast Surface Form-Facing Material:

1. Provide continuous, true, and smooth concrete surfaces.

2. Furnish in largest practicable sizes to minimize number of joints.

3. Acceptable Materials: As required to comply with Surface Finish designations specified in

Section 033000 "Cast-In-Place Concrete, and as follows:."

a. Plywood, metal, or other approved panel materials.

B. Concealed Surface Form-Facing Material: Lumber, plywood, metal, plastic, or another approved material.

C. Pan-Type Forms: Glass-fiber-reinforced plastic or formed steel, stiffened to resist plastic concrete loads without detrimental deformation, with straight end forms.

D. Void Forms: May be used to form foundation elements. Biodegradable paper surface, treated for moisture resistance, structurally sufficient to support weight of plastic concrete and other superimposed loads.

2.3 RELATED MATERIALS

A. Reglets: Fabricate reglets of not less than 0.022-inch- (0.55-mm-) thick, galvanized-steel sheet.

Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris.

B. Dovetail Anchor Slots: Hot-dip galvanized-steel sheet, not less than 0.034 inch (0.85 mm) thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris.

03 10 00 - 3

C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum.

D. Form-Release Agent: Commercially formulated form-release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces.

E. Form Ties: Factory-fabricated, removable or snap-off, glass-fiber-reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that leave no corrodible metal closer than 1 inch (25 mm) to the plane of exposed concrete surface.

F. Furnish ties that, when removed, leave holes no larger than 1 inch (25 mm) in diameter in concrete surface.

3.1 EXAMINATION

A. Section 01 70 00 – Execution and Closeout Requirements: Requirements for installation examination.

B. Verify lines, levels, and centers before proceeding with formwork.

C. Verity that dimensions agree with Drawings.

D. If formwork is placed after reinforcement resulting in insufficient concrete cover over reinforcement, request instructions from Architect/Engineer before proceeding.

3.2 INSTALLATION OF FORMWORK

A. Comply with ACI 301.

B. Construct formwork, so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117 and to comply with the Surface Finish designations specified in Section 033000 "Cast-In-Place Concrete" for as-cast finishes.

C. Limit concrete surface irregularities as follows:

1. Surface Finish-2.0: ACI 117 Class B, 1/4 inch (6 mm).

D. Construct forms tight enough to prevent loss of concrete mortar.

E. Construct removable forms for easy removal without hammering or prying against concrete surfaces.

F. Do not use rust-stained, steel, form-facing material.

03 10 00 - 4

G. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces.

1. Provide and secure units to support screed strips

2. Use strike-off templates or compacting-type screeds.

H. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible.

1. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar.

2. Locate temporary openings in forms at inconspicuous locations.

I. Chamfer exterior corners and edges of permanently exposed concrete.

J. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work.

1. Determine sizes and locations from trades providing such items.

2. Obtain written approval of Engineer prior to forming openings not indicated on Drawings.

K. Construction

1. Construct joints true to line with faces perpendicular to surface plane of concrete.

2. Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Engineer.

3. Place joints perpendicular to main reinforcement.

4. Locate joints in the middle third of spans, or a near as possible, before submitting to the

Engineer.

L. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection.

1. Locate ports and openings in bottom of vertical forms, in inconspicuous location, to allow flushing water to drain.

2. Close temporary ports and openings with tight-fitting panels, flush with inside face of form, and neatly fitted, so joints will not be apparent in exposed concrete surfaces.

M. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.

N. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment.

O. Coat contact surfaces of forms with form-release agent, according to manufacturer's written instructions, before placing reinforcement.

P. Leave forms in place for minimum number of days according to ACI 347.

03 10 00 - 5

3.3 INSTALLATION OF EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete.

1. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

2. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC 303.

3. Install dovetail anchor slots in concrete structures, as indicated on Drawings.

4. Clean embedded items immediately prior to concrete placement.

3.4…