LIBERTY HILL CITY PARK

100% CONSTRUCTION DOCUMENTS

February 2026

For Information Regarding this Project Contact:

Kimley-Horn and Associates, Inc. – Austin Powers, P.L.A. (512) 910-7849

MARCH 2026

PAGE LEFT INTENTIONALLY BLANK

Project Manual for

Liberty Hill City Park

Liberty Hill, TX

City of Liberty Hill Parks Department

926 Main Street, Liberty Hill, TX 78642

Contact: Richard Fibish

Office: (512) 548-5532 | Cell: (512) 948-8460

Job No. 069415800

Kimley-Horn and Associates, Inc.

5301 Southwest Parkway

Building 2, Suite 100

Austin, Texas 78746

Phone: (512) 910-7849

Contact: Austin Powers, PLA

February 2026

PART I

CONTRACT DOCUMENTS

TABLE OF CONTENTS

PART I – CONTRACT DOCUMENTS

PART II - TECHNICAL SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS Page Numbers

Section 01010 Summary of Work 01010-1 to 3

Section 01020 Contract Considerations 01020-1 to 3

Section 01039 Coordination and Meetings 01039-1 to 2

Section 01300 Submittals 01300-1 to 3

Section 01340 Shop Drawings, Product Data and Samples 01340-1 to 2

Section 01390 Trench Safety Design 01390-1 to 1

Section 01410 Testing Laboratory Services 01410-1 to 3

Section 01500 Construction Facilities and Temporary Controls 01500-1 to 4

Section 01600 Materials and Equipment 01600-1 to 2

Section 01610 Hazardous Materials 01610-1 to 1

Section 01630 Substitutions and Product Options 01630-1 to 4

Section 01700 Project Closeout 01700-1 to 4

Section 01710 Cleaning Up 01710-1 to 2

Section 01732 Selective Demolition 01732-1 to 2

DIVISION 2 - SITEWORK

Section 02100 Site Preparation/Tree Protection Fencing 02100-1 to 2

Section 02200 Earthwork 02200-1 to 6

Section 02220 Excavation, Trenching and Backfilling 02220-1 to 3

Section 02380 Drilled Piers 02380-1 to 3

Section 02580 Pavement Marking 02580-1 to 2

Section 02930 Turfgrass Planting 02930-1 to 4

DIVISION 3 - CONCRETE

Section 03100 Concrete Formwork 03100-1 to 2

Section 03200 Concrete Reinforcement 03200-1 to 2

Section 03250 Metal Fasteners and Bolts for Concrete 03250-1 to 1

Section 03310 Cast-In-Place Concrete 03310-1 to 6

DIVISION 16 - ELECTRICAL

Section 16110 Conduits, Raceways, Boxes, and Fittings 16110-1 to 11

Section 16195 Identification 16195-1 to 8

Section 16420 Secondary Distribution Systems 16420-1 to 3

Section 16450 Grounding 16450-1 to 3

Section 16500 Lighting 16500-1 to 6

Section 16501 Lighting Poles and Standards 16501-1 to 8

PART III – SUBSURFACE AND HAZARDOUS MATERIALS INVESTIGATION

TABLE OF CONTENTS

DIVISION 16 - ELECTRICAL

Section 16110 Conduits, Raceways, Boxes, and Fittings 16110-1 to 11

Section 16195 Identification 16195-1 to 8

Section 16420 Secondary Distribution Systems 16420-1 to 3

Section 16450 Grounding 16450-1 to 3

Section 16500 Lighting 16500-1 to 6

Section 16501 Lighting Poles and Standards 16501-1 to 8

GREYSON J. BROWN

154603

PART II

TECHNICAL SPECIFICATIONS

DIVISION I – GENERAL REQUIREMENTS

100% CONSTRUCTION DOCUMENTS LIBERTY HILL CITY PARK

Kimley-Horn and Associates, Inc. Contract Considerations 01020-1

SECTION 01020

CONTRACT CONSIDERATIONS

PART 1 – GENERAL

1.1 GENERAL REQUIREMENTS

A. Articles and portions of articles of the Division 1 not amended, supplemented or superseded by the Standard Form of Agreement shall remain in effect.

1.2 SECTION INCLUDES

A. Allowances

B. Schedule of Values

C. Application for Payment

D. Proposal Request (Changes)

E. Architect/Engineer’s Supplemental Instructions

F. Request for Interpretation

1.3 ALLOWANCES

A. Purchase product under each allowance as directed by Architect/Engineer.

B. Refer to Bid Form.

1.4 SCHEDULE OF VALUES

A. Submit a Schedule of Values to the Architect/Engineer/Engineer within two calendar days after the date of the Owner-Contractor Agreement. Upon request of the Owner or Architect/Engineer the Contractor shall furnish additional line item breakdown of the Schedule of Values.

B. Use Table of Contents of Project Manual as basis of format for listing cost of work.

1.5 APPLICATION FOR PAYMENT

A. At least ten days before each progress payment falls due, the Contractor shall submit to the Architect/Engineer a notarized, itemized Application For Payment based on the previously approved Schedule Of Values, of 90 percent of the value of labor and materials incorporated in the Work and of all stable materials suitably stored at the site or at some other location agreed upon in writing, to and including the last day of the proceeding month, less the aggregate total of all previous payments, provided the aggregate total of all monthly payments shall not exceed 90 percent of the contract price. Applications for payment shall be supported by data substantiating the Contractor’s right to payment as the Owner or the Architect/Engineer may require.

1.6 CHANGE PROCEDURE

01020-2

A. Proposal Request: The Architect/Engineer may issue a Proposal Request during the course of the Work. A Proposal Request is a description of a change in the Work under Contract such as additional work or revisions to work already completed, work not yet started or work in progress.

The Proposal Request is issued to obtain a mutually accepted time and material for the Work described, add, deduct or no change.

B. The Contractor shall promptly submit to the Architect/Engineer his completed Proposal, properly itemized and supported by sufficient substantiating data to permit evaluation.

C. The Contractor shall not proceed with the Work described in a Proposal Request until the Proposal has been evaluated, found to be fair and equitable by the Architect/Engineer, presented to the Owner for approval and authorized in writing or issued in a Change Order. The Contractor upon issuance of a Proposal Request shall make every attempt to not install items of work that are affected by the Proposal and will notify the Architect/Engineer of any and all items that cannot be postponed.

D. Unless agreed otherwise, two weeks shall be allowed for evaluation by the Architect/Engineer. If in the opinion of the Architect/Engineer a Proposal is not found to be fair and equitable, the Contractor will reevaluate the cost and no additional cost or time extension will be considered for the time required for the reevaluation.

E. Two weeks will be required to issue authorization to proceed after the Proposal Request is found to be fair and equitable. The Contractor's Proposal must be valid for the four weeks stated above unless agreed otherwise.

1.7 ARCHITECT/ENGINEER’S SUPPLEMENTAL INSTRUCTIONS

A. Architect/Engineer’s Supplemental Instructions are issued for work that is not described in sufficient detail or is generally stated but not specifically described to the extent required for the exact construction of such items. This information shall be issued to the Contractor(s) in the form of Architect/Engineer’s Supplemental Instructions (A.S.I.).

B. Should the Contractor consider Architect/Engineer’s Supplemental Instructions an item to be a change in the Contract Documents, he may notify the Architect/Engineer in writing of the items in dispute and include the actual cost increase or decrease associated with each item.

C. Claims by the Contractor for additional cost, in response to a Architect/Engineer’s Supplemental Instruction, must be received by the Architect/Engineer within 20 days after the posted date on the A.S.I. or claims will not be considered. Proceeding with work described in an A.S.I. shall constitute waiver of rights to claims.

1.8 REQUEST FOR INTERPRETATION

A. Request for Interpretation (R.F.I.) shall be submitted to the Architect/Engineer in written form conforming to the following:

1. Each R.F.I. shall be numbered, as for referencing and entering into a log which shall be kept by the Construction Manager and the Architect/Engineer.

2. R.F.I.’s shall have a designated space titled Category. The Contractor shall enter the proper Category No. in this space, which will identify the urgency of the R.F.I., as shown below:

a. Category 1 - an emergency and requires an answer in 24-48 hours or work will stop.

b. Category 2 - a normal request and requires a five (5) working day response.

c. Category 3 - is low priority and requires an answer within 2-4 weeks.

01020-3

3. The R.F.I. log shall be reviewed during each progress meeting and any problems discussed.

END OF SECTION 01020

01020-1

SECTION 01020

CONTRACT CONSIDERATIONS

PART 1 – GENERAL

1.1 GENERAL REQUIREMENTS

A. Articles and portions of articles of the Division 1 not amended, supplemented or superseded by the Standard Form of Agreement shall remain in effect.

1.2 SECTION INCLUDES

A. Allowances

B. Schedule of Values

C. Application for Payment

D. Proposal Request (Changes)

E. Architect/Engineer’s Supplemental Instructions

F. Request for Interpretation

1.3 ALLOWANCES

A. Purchase product under each allowance as directed by Architect/Engineer.

B. Refer to Bid Form.

1.4 SCHEDULE OF VALUES

A. Submit a Schedule of Values to the Architect/Engineer/Engineer within two calendar days after the date of the Owner-Contractor Agreement. Upon request of the Owner or Architect/Engineer the Contractor shall furnish additional line item breakdown of the Schedule of Values.

B. Use Table of Contents of Project Manual as basis of format for listing cost of work.

1.5 APPLICATION FOR PAYMENT

A. At least ten days before each progress payment falls due, the Contractor shall submit to the Architect/Engineer a notarized, itemized Application For Payment based on the previously approved Schedule Of Values, of 90 percent of the value of labor and materials incorporated in the Work and of all stable materials suitably stored at the site or at some other location agreed upon in writing, to and including the last day of the proceeding month, less the aggregate total of all previous payments, provided the aggregate total of all monthly payments shall not exceed 90 percent of the contract price. Applications for payment shall be supported by data substantiating the Contractor’s right to payment as the Owner or the Architect/Engineer may require.

1.6 CHANGE PROCEDURE

01020-2

A. Proposal Request: The Architect/Engineer may issue a Proposal Request during the course of the Work. A Proposal Request is a description of a change in the Work under Contract such as additional work or revisions to work already completed, work not yet started or work in progress.

The Proposal Request is issued to obtain a mutually accepted time and material for the Work described, add, deduct or no change.

B. The Contractor shall promptly submit to the Architect/Engineer his completed Proposal, properly itemized and supported by sufficient substantiating data to permit evaluation.

C. The Contractor shall not proceed with the Work described in a Proposal Request until the Proposal has been evaluated, found to be fair and equitable by the Architect/Engineer, presented to the Owner for approval and authorized in writing or issued in a Change Order. The Contractor upon issuance of a Proposal Request shall make every attempt to not install items of work that are affected by the Proposal and will notify the Architect/Engineer of any and all items that cannot be postponed.

D. Unless agreed otherwise, two weeks shall be allowed for evaluation by the Architect/Engineer. If in the opinion of the Architect/Engineer a Proposal is not found to be fair and equitable, the Contractor will reevaluate the cost and no additional cost or time extension will be considered for the time required for the reevaluation.

E. Two weeks will be required to issue authorization to proceed after the Proposal Request is found to be fair and equitable. The Contractor's Proposal must be valid for the four weeks stated above unless agreed otherwise.

1.7 ARCHITECT/ENGINEER’S SUPPLEMENTAL INSTRUCTIONS

A. Architect/Engineer’s Supplemental Instructions are issued for work that is not described in sufficient detail or is generally stated but not specifically described to the extent required for the exact construction of such items. This information shall be issued to the Contractor(s) in the form of Architect/Engineer’s Supplemental Instructions (A.S.I.).

B. Should the Contractor consider Architect/Engineer’s Supplemental Instructions an item to be a change in the Contract Documents, he may notify the Architect/Engineer in writing of the items in dispute and include the actual cost increase or decrease associated with each item.

C. Claims by the Contractor for additional cost, in response to a Architect/Engineer’s Supplemental Instruction, must be received by the Architect/Engineer within 20 days after the posted date on the A.S.I. or claims will not be considered. Proceeding with work described in an A.S.I. shall constitute waiver of rights to claims.

1.8 REQUEST FOR INTERPRETATION

A. Request for Interpretation (R.F.I.) shall be submitted to the Architect/Engineer in written form conforming to the following:

1. Each R.F.I. shall be numbered, as for referencing and entering into a log which shall be kept by the Construction Manager and the Architect/Engineer.

2. R.F.I.’s shall have a designated space titled Category. The Contractor shall enter the proper Category No. in this space, which will identify the urgency of the R.F.I., as shown below:

a. Category 1 - an emergency and requires an answer in 24-48 hours or work will stop.

b. Category 2 - a normal request and requires a five (5) working day response.

c. Category 3 - is low priority and requires an answer within 2-4 weeks.

01020-3

3. The R.F.I. log shall be reviewed during each progress meeting and any problems discussed.

END OF SECTION 01020

Kimley-Horn and Associates, Inc. Coordination and Meetings

01039-1

SECTION 01039

COORDINATION AND MEETINGS

PART 1 - GENERAL

1.1 GENERAL REQUIREMENTS

A. Articles and portions of articles of the Division 1 not amended, supplemented, or superseded by the Standard Form of Agreement shall remain in effect.

1.2 SECTION INCLUDES

A. Coordination

B. Cutting, Patching and Touch-up

C. Pre-Construction Conference

D. Progress Meetings

1.3 COORDINATION

A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements.

B. Verify utility requirement characteristics of operating equipment are compatible with building utilities.

C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable.

D. In finished areas, conceal pipes, ducts, and wiring within the construction.

1.4 CUTTING, PATCHING AND TOUCH-UP

A. Employ skilled and experienced installers to perform cutting and patching of new and existing

Work; restore Work with new Products.

B. Establish elevations, lines, and levels and certify that elevations and locations of the Work conform to Contract Documents.

C. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances and finishes. Fit Work tight to adjacent elements. Maintain integrity of wall, ceiling, or floor construction; completely seal voids.

D. 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.

E. Restore work that has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents.

F. Refinish entire surfaces to match adjacent finishes to the nearest intersections. Refinish assemblies entirely.

Kimley-Horn and Associates, Inc. Coordination and Meetings

01039-2

G. Execute excavating and backfilling by methods that will prevent damage to other work and will prevent settlement.

1.5 PRE-CONSTRUCTION CONFERENCE

A. Prior to the start of the Work of this Contract, the Contractor, the Architect/Engineer and the

Owner’s Representative will meet for the purpose of reviewing schedules and conditions of the buildings and site.

B. The location and date of the Pre-Construction Meeting will be scheduled after the Award of

Contract to all effected parties.

C. Pre-Construction Conference Agenda:

1. Introduction of Key Personnel.

2. Dates will be selected for meetings.

3. All required contract forms, bonds and insurance will be reviewed.

4. Schedules and Submittal Process will be reviewed.

5. Use of Site.

6. Contractor questions.

1.6 PROGRESS MEETINGS

A. Weekly Job Site Progress Meeting Agenda (Owner/Contractor):

1. Monitor the progress of construction.

2. Discuss any coordination issues.

3. Discuss any RFI’s.

4. Discuss any shop drawing issues.

5. Discuss questions from subcontractors.

6. Confirm next week meeting date and time.

B. Bi-Weekly Job Site Progress Meeting Agenda (Owner/Contractor/Architect/Engineer):

1. Review Project Schedule: An up-to-date project schedule shall be submitted at each monthly meeting. Review list of construction items to be observed before being covered or completed.

2. Review detailed 3 week look ahead.

3. Review Record Set of Drawings: Record set of drawings must be kept current with any changes to utilities, partitions, etc.

4. Review Pay Request: Submit six (6) rough-draft copies of the pay request for review.

Corrections must be made on the rough-draft copies and four (4) corrected, notarized, and signed copies shall be sent to the Architect/Engineer for Certification. Three copies shall be sent to the Owner for processing.

5. Review overall safety and Trench Safety Report.

6. Discuss any coordination issues.

7. Discuss any RFI’s.

8. Discuss any shop drawing issues.

9. Discuss any weather days or anticipated delay days.

10. Discuss questions from subcontractors.

11. Confirm next month meeting date and time.

10 Submit Daily Activity Reports.

END OF SECTION 01039

Kimley-Horn and Associates, Inc. Submittals 01300-1

SECTION 01300

SUBMITTALS

A. Articles and portions of articles of the Division 1 not amended, supplemented or superseded by the Standard Form of Agreement shall remain in effect.

A. Submittal Procedures

B. Schedules

C. Reports, Warranties, Certificates and Manuals

D. Schedule of Submittals

E. Construction Schedule

1.3 SUBMITTAL PROCEDURES

A. Identify long lead or specialty submittals and submit within first 30 days of contract

B. Submit shop drawings and product data in the quantity as required by the various sections of the

Specifications or if not specified, submit three copies for the use of the Architect/Engineer, plus the number of copies the contractor’s needs may dictate. In no case shall fewer than seven copies be submitted. All submittals, regardless of the source of origin, shall be submitted via the General Contractor.

C. For each product specified or noted on the Drawings, submit six copies of product data with installation directions as applicable to the construction requirements of this project, together with any required samples for approval. Shop drawings and product data shall be submitted within 30 days of Notice to Proceed.

D. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work.

E. Apply Contractor’s stamp, signed or initialed certifying that review for verification of product required, field dimensions, adjacent construction Work and coordination of information, is in accordance with the requirements of the Work and Contract Documents.

F. Provide space for Contractor and Architect/Engineer review stamps.

G. Revise and resubmit submittals as required; identify all changes made since previous submittal.

H. Submittals shall be executed in sufficient time to allow at least three weeks for each review by the

Architect/Engineer.

I. Each product submitted shall be submitted with its own transmittal form, stating the product name, manufacturer and related specification section. Number each submittal consequently in order of submission (1, 2, 3, etc.), also reference the Project Manual specification number for the submittal identity. (example: 07270- 1 for the first submittal for Firestopping and 07270-2 for the second item

01300-2 submitted under the same section). Revised submittals should have original number and a sequential alphabetic suffix. (example: 1A for a revised submittal).

1.4 SCHEDULES

A. The following schedules must be prepared and submitted to the Architect/Engineer for approval within twenty (20) calendar days (unless noted otherwise) after date of Owner-Contractor Agreement. Failure to submit any of the following items to the Architect/Engineer within the time allotted shall be grounds for withholding Contractor’s Certificate for Payment.

1. List of Subcontractors and Suppliers, including category of work, contact name, address, and telephone number.

2. 24 Hour Emergency Contact Numbers for:

a. Contractor

b. Major Sub-Contractors

3. Construction Schedule. Refer to Paragraph 1.7 below.

4. Schedule of Values. Refer to Section 01020, Paragraph 1.4.

5. Cash flow schedule of anticipated amount of monthly estimates.

6. Schedule of Submittals.

7. Requests for Substitutions: Submit within 30 days, in accordance with Section 01600, Paragraph

1.5.

8. Schedule of Operation and Maintenance Data for Manuals. Refer to Section 01700, Paragraph 1.7.

1.5 REPORTS, WARRANTIES, CERTIFICATES AND MANUALS

A. Warranties:

1. On all materials for a period of one year or as per the maintenance bond and as required by various specification sections.

2. For General Contractor and roofing subcontractor on roofing.

3. Warranty on wood and veneered fire doors.

B. Special warranties in conjunction with mechanical equipment.

C. Test reports and certificates in conjunction with electrical equipment.

D. City of Liberty Hill Certificates:

1. Electrical inspector’s certificate for compliance with city requirements.

2. Plumbing inspector’s certificate for compliance with city requirements.

3. Fire department inspector's certificate for occupancy.

4. Building department certificate for occupancy.

E. Operation and Maintenance Manuals. Refer to Section 01700, Paragraph 1.7.

F. Concrete Design and Test Reports:

1. In conjunction with concrete paving.

2. In conjunction with structural concrete.

3. Earthwork and Compaction.

4. Leakage and pressure.

1.6 SCHEDULE OF SUBMITTALS

A. Provide list of all items requiring shop drawings, product data or samples.

01300-3

B. Organize list by specification sections, and provide exact break down of phased portions of work.

C. Provide proposed date for each initial submittal. Allow sufficient time as may be required for resubmittals.

1.7 CONSTRUCTION SCHEDULE

A. The Construction Schedule shall be prepared in the form of a bar graph, identifying the first workday of each week and provide dates for completion of phases in the various categories of the work.

B. Revise and resubmit as required. Submit revised schedule with each Application for Payment.

C. The purpose of the Construction Schedule shall be to allow the Owner and Architect/Engineer to evaluate the Contractor’s performance and adherence to the schedule on a monthly basis along with the Contractor’s Application for Payment.

D. Liquidated Damages will be paid by the Contractor to the Owner at a rate of 500 Dollars ($500.00) for each and every calendar day that actual Substantial Completion exceeds the time for Final Completion authorized under the terms of this Contract.

END OF SECTION 01300

100% CONSTRUCTION DOCUMENTS LIBERTY HILL CITY PARK

Kimley-Horn and Associates, Inc. Shop Drawings, Product Data and Samples

01340-1

SECTION 01340

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

1.1 REQUIREMENTS INCLUDED

A. Submit to the Architect/Engineer shop drawings, product data, and samples required by specification sections.

1.2 SHOP DRAWINGS

A. Prepared by a qualified detailer.

B. Identify details by reference to sheet and detail numbers shown on Contract Documents.

C. Shop Drawings shall be submitted only to clarify, amplify, or revise information shown or called for in the contract documents.

1.3 PRODUCT DATA

A. Manufacturer’s standard schematic drawings and diagrams:

1. Modify drawings to delete information which is not applicable to the work.

2. Supplement standard information to provide additional information specifically applicable to the work.

B. Manufacturer’s catalog sheets, brochures, diagrams, schedules, performance charts, illustrations, and other standard descriptive data:

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

2. Show dimensions and clearances required.

3. Show performance characteristics and capacities.

4. Show wiring or piping diagrams and controls.

1.4 SAMPLES

A. Office samples shall be of sufficient size and quantity to clearly illustrate:

1. Functional characteristics of product or material, with integrally related parts and attachment devices.

2. Full range of color samples.

B. Field Samples and Mock-ups:

1. Erect at project site at location acceptable to Architect/Engineer.

2. Construct each sample or mock-up complete, including work of all trades required in finish work.

1.5 SUBMISSION REQUIREMENTS

A. Submit shop drawing and product data as soon as practicable after award of contract but not later than 30 days before dates reviewed submittals will be needed.

B. Submit all office samples as soon as practicable but not later than 30 days after award of contract in order to facilitate color selections and coordination of the various materials. Final color

100% CONSTRUCTION DOCUMENTS LIBERTY HILL CITY PARK

Kimley-Horn and Associates, Inc. Shop Drawings, Product Data and Samples

01340-2 selections and release of shop drawings contingent upon color selection will not be made until all office samples have been submitted, coordinated, and approved.

C. Number of submittals required:

1. Shop Drawings: Submit one (1) electronic copy, unless otherwise indicated.

2. Product Data: Submit one (1) electronic copy, unless otherwise indicated.

3. Samples: Submit the number stated in each specification section, minimum of three samples for each item.

D. Submittals shall include:

1. Date and revision dates.

2. Project title and number.

3. Names of Contractor, subcontractor, supplier, and manufacturer.

4. Identification of product or material and specification section number.

5. Relation to adjacent structure, materials or other critical features.

6. Field dimensions, clearly identified as such.

7. Applicable reference standards.

8. A blank space 4” x 8” for Architect/Engineer’s stamp.

9. Other pertinent data required by specifications.

10. Identification of variation from contract documents.

11. Contractor’s stamp, initialed or signed, certifying to review of submittal, verification of field measurements, compliance with contract documents, and coordination with requirements of the work.

Note: Absence of the Contractor’s stamp shall constitute grounds for rejection of the submittal until such time as the submittal has been processed in accordance with this requirement.

1.6 RESUBMISSION REQUIREMENTS

A. Resubmission: Make corrections and changes in submittals required by Architect/Engineer and resubmit until approved.

B. Shop Drawings:

1. Revise initial drawings and resubmit as specified for initial submittal.

2. Indicate on drawings any changes which have been made, other than those requested by

Architect/Engineer.

C. Product Data and Samples: Submit new data and samples as specified for initial submittal.

1.7 DISTRIBUTION OF SUBMITTALS AFTER REVIEW

A. Distribute reviewed copies of shop drawings and product data which carry Architect/Engineer’s stamp as follows:

1. Job Site File.

2. Record Documents File.

3. Other affected contractors.

4. Subcontractors.

5. Supplier or Fabricator.

Architect/Engineer will retain one (1) copy

END OF SECTION 01340

100% CONSTRUCTION DOCUMENTS LIBERTY HILL CITY PARK

Kimley-Horn and Associates, Inc. Trench Safety Design

01390-1

SECTION 01390

TRENCH SAFETY DESIGN

1.1 SECTION INCLUDES

All geotechnical, structural or other design considerations necessary for trench safety design.

1.2 REFERENCES

A. Department of Labor criteria and OSHA safety and health standards (29 CFR 1926/1010), and Texas trench safety criteria.

B. NCTSSPWC Item 1.24, Protection of Work and of Persons and Property.

1.3 SYSTEM DESCRIPTION

A. Design Requirements. Design to be signed and sealed by a registered Texas professional geotechnical engineer or structural engineer. Engineer shall have sufficient professional engineering competence to designate necessary geotechnical investigation, interpret geotechnical information, and formulate structural design.

B. Performance Requirements. Provide for safety of all personnel and the public present in or adjacent to any trench constructed under the scope of this contract.

1.4 SUBMITTAL

A. Submit trench safety design to Owner(s) and/or City.

1.5 QUALITY ASSURANCE

A. Qualification. Design engineer to have completed a minimum of 20 trench safety design in the last two (2) years and have had no trench safety design failures.

B. Regulatory Requirement. Conform to any local, State, and Federal laws, rules, regulations, and ordinances covering design and trench safety design.

PART 2 - PRODUCTS

Not included in this section.

PART 3 – EXECUTION

3.1 PREPARATION

Prepare and submit trench safety design to the Owner(s) and/or the City.

3.2 FIELD QUALITY CONTROL

Inspect the work with sufficient regularity to assure compliance with trench safety design.

END OF SECTION 01390

Kimley-Horn and Associates, Inc. Testing Laboratory Services

01410-1

SECTION 01410

TESTING LABORATORY SERVICES

1.1 RELATED DOCUMENTS

A. Articles and portions of articles of the Division 1 not amended, supplemented or superseded by the

A. Cooperate with the Owner’s selected testing agency and all others responsible for testing and inspecting work.

B. Provide such other testing and inspecting as are specified to be furnished by the Contractor in this

Section and/or elsewhere in the Contract Documents.

C. Where no testing requirements are described, but the Owner decides, that testing is required, the

Owner may require such testing to be performed under current pertinent standards for testing.

Payment for such testing will be made as described in Paragraph 1.3.

D. The Owner reserves the right to hire and independent lab for Quality Assurance purposes at the cost of the Owner.

1.3 PAYMENT FOR TESTING

A. Initial Testing: The Owner will select a pre-qualified independent testing laboratory and pay for all initial services of the testing laboratory as required by the Contract Documents and testing.

B. Retesting: When initial testing indicates non-compliance with the Contract Documents, subsequent retesting required by the non-compliance shall be performed by the same testing agency, and costs thereof will be paid by the Contractor at no additional cost to the Owner.

C. In the event an area is not ready for testing. Any charges for trip changes will be the responsibility of the Contractor.

1.4 LABORATORY DUTIES

A. Cooperate with Architect/Engineer and Contractor; provide qualified personnel after due notice.

B. Perform specified inspections, sampling and testing:

1. Comply with specified standards.

2. Ascertain compliance of materials and work procedures with requirements of Contract

Documents.

C. Promptly notify Architect/Engineer and Contractor of observed irregularities or deficiencies of work or products.

D. Promptly submit written report of each test and inspection; one copy each to Owner, Contractor and Engineer, and City of Longview Construction Manager. Each report shall include:

1. Date issued.

2. Project title and number

3. Testing laboratory name, address and telephone number.

4. Name and signature of laboratory inspector.

01410-2

5. Date and time of sampling or inspection.

6. Record of temperature and weather conditions.

7. Date of test.

8. Identification of product and specification section.

9. Location of sample or test in the Project.

10. Type of inspection or test.

11. Interpretation of test results, when requested by Architect/Engineer.

E. Perform additional tests as required by Architect/Engineer of the Owner.

1.5 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY

A. Laboratory is not authorized to:

1. Release, revoke, alter or enlarge on requirements of Contract Documents.

2. Approve or accept any portion of the Work.

3. Perform any duties of the Contractor.

4. Stop the Work.

1.6 CONTRACTOR’S RESPONSIBILITIES

A. Schedule all testing with laboratories.

B. Cooperate with laboratory personnel, provide access to Work.

C. Furnish copies of Products tests reports as required.

D. Furnish incidental labor and facilities:

1. To provide access to Work to be tested.

2. To obtain and handle samples at the Project site.

3. To facilitate inspections and tests.

4. For storage and curing of test samples.

E. Notify Architect/Engineer/City and Laboratory 24 hours prior to expected time for operations requiring inspection and testing services.

F. Payment for all retesting required because of non-conforming work of materials and for calls for inspection when work is not ready for testing.

1.7 SCHEDULE OF INSPECTIONS AND TESTS

A. Section 02200 – Earthwork (refer to Geotechnical Report and Specifications)

1. Tests and analysis of fill material will be performed in accordance with ANSI/ASTM

D698.

2. Frequency of Tests: Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of two tests per lift should be required.

B. Section 03200 – Concrete Reinforcement

1. Prior to each concrete pour, inspect reinforcing sizes, bending of bars, quantities, spacing, placement, clearance of reinforcing from forms and tying in accordance with the Contract

Documents and ACI 315.

01410-3

2. Inspect support and securement of reinforcing.

3. Inspect condition of reinforcing.

4. Prior to each concrete pour, inspect positioning of steel inserts and assemblies, sizes and spacing of reinforcement and inspect fusion-welded anchors and sheer connectors.

C. Section 03310 - Cast-In-Place Concrete

1. Sample Cylinders: During the progress of the work, test cylinders shall be made from each different mix. Four compression test cylinders will be taken during the pour for every pour of

100 cubic yards or part thereof. One tested at 7 days, two tested at 28 days, and one retained in reserve for further testing.

2. Make a slump test in accordance with ASTM C-143 slump shall be a minimum of 4 inches to a maximum of 6 inches for each 60 cubic yards, or portion thereof, of concrete placed.

3. If tests of concrete do not meet the specified strength, coring shall be required. All coring shall be at the Contractor’s expense.

4. Testing and coring shall be in compliance with ACI, Section 301.

5. Mix design: The Contractor shall submit a concrete mix design for approval.

END OF SECTION 01410

Kimley-Horn and Associates, Inc. Construction Facilities and Temporary Controls 01500-1

SECTION 01500

CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

A. Articles and portions of articles of the Division 1 not amended, supplemented or superseded by the

1.02 SECTION INCLUDES

A. Security

B. Protection of Completed Work

C. Water Control

D. Use of Site

E. Temporary Controls

F. Project Identification and Signs

G. Field Offices and Sheds

H. Removal of Utilities

I. Fire Protection

J. Protection of Trees and Vegetation

K. Traffic Control

1.3 SECURITY

A. A night watchman is not a requirement. However, protection of the property at all times is the responsibility of the Contractor, as well as replacement of any loss due to thieves or damage by vandals.

1.4 PROTECTION OF COMPLETED WORK -DAMAGED ITEMS

A. The Contractor shall be fully responsible for the protection of all items, finishes, etc., from the time they are delivered to or installed in the Work, until finished work is turned over to the Owner.

Whenever such items, finishes, etc., are damaged, they shall be completely replaced, including all required removal work, patching, repairing, refinishing, and reinstallation as required to turn item over to Owner in new condition.

1.5 WATER CONTROL

A. Provide pumps, piping, fittings, hose, trenching, sumps, etc., as required to control and remove surface and subsurface water from excavation and the site. Dispose of water in accordance with E.P.A. storm water management for construction activities #482N.

01500-2

1.6 USE OF SITE

A. The Contractor will be responsible for protection of the Owner's property, including all adjacent structures, trees and shrubs.

B. Temporary toilets may be located in the construction area.

C. The extent of the construction site shall be enclosed by a temporary six foot (6’) tall chain link fence. Provide gates with locks as required for access. If shown on the Drawings the layout for all construction fences is diagrammatic. Exact routing is the responsibility of the Contractor. The Contractor may use whatever space is available within the fenced area, and not required for construction, for job offices, tool storage, vehicle parking, etc. Preserve existing trees. All other storage parking etc. requirements of the Contractor or subcontractor must be located in the area delineated in the plans or off the site.

D. Prior to construction, inspect all areas of the site to be used including adjacent landscaping and irrigation, etc and prepare a photographic record of the conditions. As a part of the Work of this contract the site will be restored to its previous condition. All damaged in the proximity of the construction area, not represented by the photographic survey shall be repaired to “like new condition.”

1.7 TEMPORARY CONTROLS

A. Temporary Services and Utilities:

1. Contractor to arrange and pay for all services and utilities required and all deposits therefore, including but not limited to telephone, service, during the construction period.

2. Provide and maintain in a neat and sanitary condition such toilet accommodations for use of employees as may be necessary to comply with requirements and regulations of the City and State Department of Health, or other “authorities” having jurisdiction.

Permanent toilets within adjacent buildings shall not be used by employees. Maintain temporary toilet facilities on the site until final acceptance of Work, unless permission is given by the Architect/Engineer for earlier removal.

3. Contractor shall coordinate for temporary electrical service and pay all costs.

4. Contractor to use all water through City water meter and pay all installation costs.

5. Contractor shall not waste or let water run.

B. Temporary Heat: Provide and maintain heat as required for the work during and throughout the entire period of construction to protect all work, materials and equipment against injuries. The permanent heating system may be utilized for this purpose if the building is completely enclosed.

However, if so utilized, the Contractor shall.

1. Obtain the written permission from the Mechanical Contractor for the use of heating equipment in building.

2. Pay for all charges in conjunction with repairs or replacement to heating equipment and devices during use of such equipment in order that heating equipment is turned over to the Owner in first class operation and equal to new condition.

3. Pay for all utility bills and services required for the use of this equipment.

C. Temporary Hoists: The General Contractor shall furnish, install and operate all temporary hoists as his needs may require; shall erect temporary stairs as may be required for his operations and shall erect and maintain suitable handrails and toeboards around all openings in floors and roofs and wherever else required for proper safety precautions. All of the foregoing requirements of the “Manual of Accident Prevention in Construction” published by the Associated General Contractors of America.

01500-3

1.8 PROJECT IDENTIFICATION AND SIGNS

A. No signs or advertising of any kind will be permitted without the approval of the Owner.

B. Project signs or other signs or advertising of any kind will not be permitted.

1.9 FIELD OFFICES AND SHEDS

A. Provide a suitable office with telephone, fax, and email throughout construction. Keep an approved set of Drawings and Project Manual, including revisions, approved shop drawings, and samples on job at all times.

1.10 REMOVAL OF UTILITIES

A. Should active piping or conduit be encountered below grade within the construction site and be found at variance with the known conditions indicated by the Drawings and Specifications, relocate piping or conduit as directed by the Architect/Engineer. Provide temporary support of active piping and conduit encountered in the excavations until permanent support or removed is accomplished. Cut off, and cap or plug abandoned lines at least 3 feet outside the building lines. In all cases, conform to the applicable requirements of the locality or governing agency.

1.11 FIRE PROTECTION

A. All contractors and subcontractors shall observe and the General Contractor shall enforce throughout the work, during the whole period of construction all requirements of the City, State and Insurance Authorities, to minimize the fire hazards during the progress of the work. In addition, the General Contractor shall post signs and warnings and insure the following requirements are met:

1. Combustible refuse shall be removed from the building daily.

2. Storage of materials inside the building shall be restricted to fireproof areas with no-smoking signs posted.

3. No oils, gasoline or other volatile liquids shall be stored inside the building.

4. No bitumen kettles shall be operated inside the building.

5. Space heaters and other types of heaters shall be set on incombustible flooring only.

Building refuse shall not be burned in salamanders. Heaters shall not be placed closer than 15 feet to any combustible hanging or eight feet to a combustible partition or ceiling.

6. Tarpaulins shall be flame proofed and when in use, securely braced and tied.

7. Provide metal canisters with covers for storage of paint contaminated and oil waste materials.

8. During all welding operations, a safety man with a fire extinguisher shall be on hand at all times to control any fire that may result from welding operations.

9. The General Contractor shall provide fire extinguishers within 75 feet of any point of the area under construction. In addition, the General Contractor shall also provide one fire extinguisher outside each paint storage room and every other storage room where combustible materials are stored and in each field office.

10. Burning of trash and excess materials on the premises is prohibited. No fires, including roofer's kettles, will be permitted within 40 feet of the buildings, sheds, shrubs or other material subject to fire, heat or smoke damage. The Contractor shall be solely responsible for any loss resulting from any fires.

01500-4

1.12 PROTECTION OF TREES AND VEGETATION

A. The Contractor shall be fully responsible for the protection of all trees and vegetation to remain and/or not in the footprint of the designed facility. The Contractors failure to comply with the following will cause for the Owner to shut the project down at the Contractor’s expense:

1. Contractor will be required to install (and maintain throughout construction) protective fencing at least 10’ outside the drip line of all trees to remain.

2. Parking vehicles under trees will not be permitted. The Contractor will be fined $100.00 for each violation, which will be deducted from the contract amount by Change Order.

3. All branches that interfere with construction activity shall be temporarily tied back to prevent damage. Branch removal is permitted only as approved by the Architect/Engineer.

4. Tree damage will be assessed from the International Shade Tree Conference formula, D (diameter of tree measured 12” above ground) x 0.7854 x $36.00. Total damages will be deducted from the contract amount by Change Order.

5. Trenching for utilities in wooded areas must be staked and approved by Owner prior to construction. The Owner reserves the right to adjust line locations to avoid damage to existing trees.

6. Where plans call for disturbance of the root system of existing trees, roots must be pruned (by machine manufactured for that purpose) prior to any other construction activity.

Immediately after excavation, exposed roots must be immediately covered with a finely shredded mulch and kept moist until backfilling is complete.

1.13 TRAFFIC CONTROL

A. Prior to installation of the drive approach(es) or other improvement or alteration of public street, the contractor shall submit to the City or County having jurisdiction for review and approval, a traffic control plan that complies with their requirements. Contractor shall erect, maintain and remove such traffic controls as required by the authority having jurisdiction.

END OF SECTION 01500

Kimley-Horn and Associates, Inc. Materials and Equipment

01600-1

SECTION 01600

MATERIALS AND EQUIPMENT

A. Articles and portions of articles of the Division 1 not amended, supplemented or superseded by the

A. Products

B. Transportation and Handling, Storage and Protection

C. Substitutions

D. Manufacturer’s Directions

E. Color Schedule

1.3 PRODUCTS

A. Products include new material, machinery, components, equipment, fixtures, and systems forming the Work, but do not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components specifically identified for reuse.

1.4 TRANSPORTATION AND HANDLING

A. Transport, handle, store and protect Products in accordance with manufacturer's instructions.

B. Materials shall be new, delivered and stored in authorized locations in unopened containers and in ample quantity to prevent delay. Ordering of materials shall be made well in advance so as not to hinder the progress of work. Grade marks, labels, etc. shall be kept readable.

1.5 SUBSTITUTIONS

A. The materials, products and equipment described in the Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution.

B. The details on the Drawings and the requirements of the Specifications shall be based on the first listed materials, products or equipment in the Contract Documents. All other products will be considered substitutions. If the Contractor desires to use any of the other listed materials, products or equipment other than that listed first or if the Contractor substitutes a material, product or equipment, the Contractor alone shall be responsible for the correct function, operation and accommodation of the other materials, products or equipment into the spaces allotted on the

Drawings.

C. The “listing” of a manufacturer does not imply “acceptance” or “approval” of any standard product of that manufacturer.

Kimley-Horn and Associates, Inc. Materials and Equipment

01600-2

D. Limitations of Substitutions:

1. Substitutions will not be considered when indicated or implied on shop drawings or product data submittals by subcontractor or supplier, or when acceptance will require substantial revision of Contract Documents.

2. Substitute product shall not be ordered or installed without written acceptance.

3. Only one request for substitution for each product will be considered. If substitution is not accepted, Contractor shall provide specified product.

4. Architect/Engineer will determine acceptability of substitutions and the

Architect/Engineer's decision of approval or disapproval of a requested substitution shall be final.

5. All proposed substitutions shall be submitted to the Landscape Architect/Engineer for approval prior to bid opening.

E. Whenever, in any of the Contract Documents, any material, product or equipment is defined through the use of any federal association or other standard specification, the Contractor shall present satisfactory evidence of compliance with the particular specification for the material, product or equipment he proposes to furnish.

F. Request for Substitution Submittal Procedures:

1. No substitution will be considered unless it is submitted on General Contractor’s Request for Substitution Form (see Section 01630-3 and 01630-4).

2. Request for Substitution during the bidding period:

a. Substitutions shall be submitted to the Architect/Engineer at least ten days prior to the date for receipt of bids by the General Contractor.

b. If the Architect/Engineer approves a proposed substitution prior to receipt of bids, such approval will be set forth in an Addendum. Bidders shall not rely upon approvals made in any other manner.

3. Request for Substitution after award of contract:

a. Substitutions shall be submitted to the Architect/Engineer within at least 30

(thirty) calendar days after the award of contract. No substitutions will be considered after that time and the Contractor must provide the specified product.

1.6 MANUFACTURER’S DIRECTIONS

A. All manufactured articles, material, appliance and equipment shall be delivered, stored, applied, installed, connected, erected, used, cleaned, conditioned and placed in operation, as directed by the respective manufacturers, insofar as these directions are applicable to this particular project and are not in conflict with superior requirements in the Specifications or requirements of applicable

Building Codes.

1.7 COLOR SCHEDULE

A. After receipt of all submittals requiring a color selection, the Architect/Engineer will prepare a

Color Schedule, listing each product with the colors, patterns and textures selected, and where color changes occur.

B. From the date of receiving all submittals requiring a color selection, the Architect/Engineer shall have three (3) weeks to prepare the schedule.

C. After Owner approval, the Architect/Engineer shall issue the Color Schedule to the Contractor.

D. No color selections shall be made until the issuance of the Color Schedule.

END OF SECTION 01600

Kimley-Horn and Associates, Inc. Hazardous Materials

01610-1

SECTION 01610

HAZARDOUS MATERIALS

A. Articles and portions of articles of the Division 1 not amended, supplemented or superseded by the

A. Documentation of exclusion of Hazardous Materials from the Work, including Asbestos

Containing Materials (ACM’s) and lead in conjunction with potable water system.

B. Related Sections:

1. Section 01600 - Materials and Equipment.

2. Section…