Tech Specs.pdf

TECHNICAL SPECIFICATIONS

E2638 TECHNICAL SPECIFICATIONS – TABLE OF CONTENTS 1 OF 1

TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 011000 - SUMMARY OF WORK

SECTION 011400 - COORDINATION

SECTION 012900 - PAYMENT PROCEDURES

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

SECTION 013110 - PROJECT MEETINGS

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

SECTION 017310 - FIELD ENGINEERING

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 017839 - PROJECT RECORD DOCUMENTS

DIVISION 3 - CONCRETE

SECTION 033000 - CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

SECTION 312000 - EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 321216 - ASPHALT PAVING

SECTION 329200 - TURF AND GRASSES

DIVISION 33 – UTILITIES

SECTION 334100 - STORM UTILITY DRAINAGE PIPING

DIVISION 1 - GENERAL REQUIREMENTS

DRAINAGE & PAVING WHARTON COUNTY – BOLING 04/2026

E2638 SUMMARY OF WORK 011000 - 1

SECTION 011000 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of each prime contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. The Project consists of, but is not limited to, storm sewer, replacing culverts, cleaning ditches, street paving and appurtenant items.

1. Project Location: Boling, Wharton County, Texas

2. Owner: Wharton County

B. Contract Documents dated April 2026 were prepared for the Project by Lynn Engineering.

1.3 CONTRACTS

A. The Project will be constructed under one prime contract. This contract document is the primary general contract for construction.

1.4 WORK SEQUENCE

A. The Work will be conducted in a sequence as required to complete the project in the time frame given in the Bid Proposal.

1.5 PRIME CONTRACTOR’S USE OF PREMISES

A. General: During the construction period the Contractor for this contract shall have full use of public rights-of-way for construction operations.

B. Use of the Site: Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the areas in which the Work is indicated.

1. Driveways and Entrances: Keep driveways and entrances serving private property clear and available to the Property Owner, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

2. Utility Easements: Contractor shall protect private property adjacent to utility easements.

Vegetation existing within utility easements shall be protected from damage where feasible. ENGINEER shall be consulted to determine if damage to existing vegetation is unavoidable.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011000

DRAINAGE & PAVING WHARTON COUNTY - BOLING 04/2026

E2638 COORDINATION 011400 - 1

SECTION 011400 - COORDINATION

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

1.2 SUMMARY

A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to, the following:

1. General project coordination procedures.

2. Conservation.

3. Coordination Drawings.

4. Administrative and supervisory personnel.

5. Cleaning and protection.

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 1 Section "Project Meetings" for progress meetings, coordination meetings, and reinstallation conferences.

2. Division 1 Section "Submittal Procedures" for preparing and submitting the Contractor's Construction Schedule.

1.3 COORDINATION

A. Coordinate construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to assure maximum accessibility for required maintenance, service, and repair.

3. Make provisions to accommodate items scheduled for later installation.

B. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the Owner and separate contractors where coordination of their work is required.

E2638 COORDINATION 011400 - 2

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to, the

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project closeout activities.

D. Conservation: Coordinate construction operations to assure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work.

1.4 SUBMITTALS

A. Coordination Drawings: Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities. Prepare coordination drawings where limited space availability necessitates maximum utilization of space for efficient installation of different components.

B. Staff Names: Within 15 days of commencement of construction operations, submit a list of the Contractor's principal staff assignments, including the superintendent and other personnel in attendance at the Project Site. Identify individuals and their duties and responsibilities. List their addresses and telephone numbers.

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose.

3.2 CLEANING AND PROTECTION

A. Clean and protect construction in progress and adjoining materials in place, during handling and installation. Apply protective covering where required to assure protection from damage or deterioration at Substantial Completion.

E2638 COORDINATION 011400 - 3

B. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects.

C. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Special care must be taken to preclude unnecessary exposure from hurricanes. Where applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading.

2. Excessive internal or external pressures.

3. Excessively high or low temperatures.

4. Thermal shock.

5. Excessively high or low humidity.

6. Air contamination or pollution.

7. Water or ice.

8. Solvents.

9. Chemicals.

10. Light.

11. Radiation.

12. Puncture.

13. Abrasion.

14. Heavy traffic.

15. Soiling, staining, and corrosion.

16. Bacteria.

17. Rodent and insect infestation.

18. Combustion.

19. Electrical current.

20. High-speed operation.

21. Improper lubrication.

22. Unusual wear or other misuse.

23. Contact between incompatible materials.

24. Destructive testing.

25. Misalignment.

26. Excessive weathering.

27. Unprotected storage.

28. Improper shipping or handling.

29. Theft.

30. Vandalism.

END OF SECTION 011400

E2638 PAYMENT PROCEDURES 012900 - 1

SECTION 012900 - PAYMENT PROCEDURES

A. This Section specifies administrative and procedural requirements governing the Contractor's Applications for Payment.

1.3 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by the Engineer and paid for by the Owner.

B. Payment-Application Times: Unless otherwise modified by agreement, applications for payment for work completed by the last day of the preceding month shall be submitted to the Engineer within five (5) days of the last day of the preceding month. Partial payments for work completed by the last day of the preceding month, based upon engineer’s approval of the Contractor’s estimate, may be approved by the Owner, and payment made as soon as practicable thereafter. Appropriate retainage will be withheld until Final Acceptance of the Work.

C. Payment-Application Forms: Use forms approved by Owner and Engineer for Applications for Payment. Contractor to submit sample format to Engineer for approval prior to first application.

D. Application Preparation: Complete every entry on the form. Applications shall be executed by a person authorized to sign legal documents on behalf of the Contractor.

The Engineer will return incomplete applications without action.

1. Entries shall match data on the Bid Proposal.

2. Include amounts of approved Change Orders issued prior to the last day of the construction period covered by the application.

E. Transmittal: Submit signed digital copies of each Application for Payment to the Project Engineer by a method ensuring receipt within 24 hours. One copy shall be complete, including waivers of lien and similar attachments, when required.

F. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment, include the following:

1. Schedule of Values.

2. Contractor's Construction Schedule (preliminary if not final).

E2638 PAYMENT PROCEDURES 012900 - 2

G. Application for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment.

1. Administrative actions and submittals that shall precede or coincide with this application include the following as appropriate:

a. Warranties (guarantees) and maintenance agreements.

b. Test/adjust/balance records.

c. Maintenance instructions.

d. Application for reduction of retainage and consent of surety.

e. List of incomplete Work, recognized as exceptions to Engineer’s Certificate of Substantial Completion.

H. Final Payment Application: Administrative actions and submittals that must precede or coincide with submittal of the final Application for Payment include the following:

1. Completion of Project closeout requirements.

2. Completion of items specified for completion after Substantial Completion.

3. Submit Affidavit of All Bills Paid, or similar document.

4. Transmittal of required Project construction records to the Owner.

5. Removal of temporary facilities and services.

6. Removal of surplus materials, rubbish, and similar elements.

7. Final clean-up.

PART 2 - EXECUTION (Not Applicable)

END OF SECTION 012900

E2638 PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

A. This Section includes administrative and procedural requirements for schedules and reports required for proper performance of the Work, including:

1. Daily construction reports.

2. Special reports.

1. Division 1 Section "Project Meetings" specifies requirements for submittal and distribution of meeting and conference minutes.

1.3 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of schedules and reports with performance of other construction activities.

1.4 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at the site. Review the daily construction report with the Engineer or his representative within 24 hours of the report date. Revise or correct the report as may be required following review. Report must be signed by Engineer or his representative. Submit duplicate copies to the Engineer at weekly intervals.

1. List of subcontractors at the site.

2. List of separate contractors at the site.

3. Approximate count of personnel at the site.

4. High and low temperatures, general weather conditions.

5. Accidents.

6. Meetings and significant decisions.

7. Unusual events (refer to special reports).

8. Stoppages, delays, shortages, and losses.

9. Meter readings and similar recordings.

10. Emergency procedures.

11. Orders and requests of governing authorities.

12. Change Orders received, implemented.

13. Services connected, disconnected.

E2638 PROJECT MANAGEMENT AND COORDINATION 013100 - 2

14. Equipment or system tests and startups.

15. Partial Completions, occupancies.

16. Substantial Completions authorized.

B. Material Location Reports: When requested by engineer at a minimum when requesting payment for materials on site, prepare a comprehensive list of materials delivered to and stored at the site. The list shall be cumulative, showing materials previously reported plus items recently delivered less materials installed. Include with the list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from the site. Submit materials list with contractor’s application for payment.

C. Field Correction Reports: When the need to take corrective action that requires a departure from the Contract Documents arises, prepare a detailed report. Include a statement describing the problem and recommended changes. Indicate reasons the Contract Documents cannot be followed. Submit a copy to the Engineer immediately.

1.5 SPECIAL REPORTS

A. Reporting Unusual Events: When an event of an unusual and significant nature occurs at the site, prepare and submit a special report. List the chain of events, persons participating, response by the Contractor's personnel, an evaluation of the results or effects and similar pertinent information. Advise the Engineer in advance when such events are known or predictable.

END OF SECTION 013100

E2638 PROJECT MEETINGS 013110 - 1

SECTION 013110 - PROJECT MEETINGS

A. This Section specifies administrative and procedural requirements for project meetings, including, but not limited to, the following:

1. Preconstruction conferences.

2. Progress meetings.

3. Coordination meetings.

1. Division 1 Section "Coordination" for procedures for coordinating project meetings with other construction activities.

2. Division 1 Section "Submittals" for submitting the Contractor's Construction Schedule.

1.3 PRECONSTRUCTION CONFERENCE

A. A preconstruction conference will be scheduled by the Engineer before construction starts at a time convenient to the Owner and the Contractor. The conference will be held at the Project Site or another convenient location. The meeting will be held to review responsibilities and personnel assignments.

B. Attendees: Authorized representatives of the Owner, Engineer, and their consultants; the

Contractor and its superintendent; major subcontractors; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

C. Agenda: Items of significance that could affect progress will be discussed, including the

1. Tentative construction schedule.

2. Critical work sequencing.

3. Designation of responsible personnel.

4. Procedures for processing field decisions and Change Orders.

5. Procedures for processing Applications for Payment.

6. Distribution of Contract Documents.

7. Submittal of Shop Drawings, Product Data, and Samples.

8. Preparation of record documents.

E2638 PROJECT MEETINGS 013110 - 2

9. Use of the premises.

10. Parking availability.

11. Office, work, and storage areas.

12. Equipment deliveries and priorities.

13. Safety procedures.

14. First aid.

15. Security.

16. Housekeeping.

17. Working hours.

1.4 PROGRESS MEETINGS

A. The Engineer will conduct progress meetings at the Project Site as necessary. Engineer will notify the Owner and the Contractor of scheduled meeting dates. Dates of meetings will be coordinated with preparation of the payment request.

B. Attendees: In addition to representatives of the Owner, Engineer and Contractor, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

C. Agenda: Review items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project.

1. Contractor's Construction Schedule: Review progress since the last meeting.

Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

2. Review the present and future needs of each entity present, including the

a. Interface requirements.

b. Time.

c. Sequences.

d. Status of submittals.

e. Deliveries.

f. Site utilization.

g. Housekeeping.

h. Quality and work standards.

i. Change Orders.

j. Documentation of information for payment requests.

E2638 PROJECT MEETINGS 013110 - 3

1.5 COORDINATION MEETINGS

A. Project coordination meetings will be conducted by the Engineer at regular intervals convenient for all parties involved. Project coordination meetings are in addition to specific meetings held for other purposes, such as regular progress meetings and special pre-installation meetings.

B. Representation at each meeting by every party currently involved in coordination or planning for the construction activities involved will be requested.

C. The Engineer will record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.

PART 2 - PRODUCTS (Not Applicable)

END OF SECTION 013110

E2638 SUBMITTAL PROCEDURES 013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following:

1. Submittal schedule.

2. Shop Drawings.

3. Product Data.

4. Quality assurance submittals.

B. Administrative Submittals: Refer to other Division 1 Sections and other Contract Documents for requirements for administrative submittals. Such submittals include, but are not limited to, the following:

1. Permits.

2. Applications for Payment.

3. List of subcontractors.

C. Related Sections: The following Sections contain requirements that relate to this Section:

1. Division 1 Section "Applications for Payment" specifies requirements for submittal of the Schedule of Values.

2. Division 1 Section "Coordination" specifies requirements governing preparation and submittal of required Coordination Drawings.

3. Division 1 Section "Project Meetings" specifies requirements for submittal and distribution of meeting and conference minutes.

4. Division 1 Section "Contract Closeout" specifies requirements for submittal of Project Record Documents and warranties at project closeout.

D. Digital copies are portable document Files (PDF) that can be transmitted electronically.

1.3 DEFINITIONS

A. Coordination Drawings show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or to function as intended.

E2638 SUBMITTAL PROCEDURES 013300 - 2

1. Preparation of Coordination Drawings is specified in Division 1 Section "Coordination" and may include components previously shown in detail on Shop Drawings or Product Data.

B. Field samples are full-size physical examples erected on-site to illustrate finishes, coatings, or finish materials. Field samples are used to establish the standard by which the Work will be judged.

C. Mockups are full-size assemblies for review of construction, coordination, testing, or operation; they are not Samples.

1.4 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. Allow sufficient time for submittal review, including time for resubmittals.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related elements of the

Work so processing will not be delayed by the need to review submittals concurrently for coordination.

a. The Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until all related submittals are received.

B. Submittal Preparation: Include on transmittal form, as appropriate, the name of the entity that prepared each submittal.

1. Provide a space on the form to record the Contractor's review and approval markings and the action taken.

2. Include the following information on the transmittal form for processing and recording action taken.

a. Project name.

b. Date.

c. Name and address of the Engineer.

d. Name and address of the Contractor.

e. Name and address of the subcontractor.

f. Name and address of the supplier.

g. Name of the manufacturer.

h. Number and title of appropriate Specification Section.

i. Drawing number and detail references, as appropriate.

E2638 SUBMITTAL PROCEDURES 013300 - 3

C. Submittal Transmittal: Package each submittal appropriately for transmittal and handling.

Transmit each submittal from the Contractor to the Engineer using a transmittal form.

The Engineer will not accept submittals received from sources other than the Contractor.

1. On the transmittal form, record relevant information and requests for data. On the form, or a separate sheet, record deviations from Contract Document requirements, including variations and limitations. Include Contractor's certification that information complies with Contract Document requirements.

2. Transmittal Form: Use AIA Document G810 or other form as may be approved by the Project Engineer.

1.5 SUBMITTAL SCHEDULE

A. Contractor shall prepare a list of all submittals for materials and equipment to be incorporated into the project. The list must include an approximate date that the submittal will be sent to the Project Engineer for review. Submit the Submittal Schedule within 10 days following the Pre-Construction Conference.

1.6 SHOP DRAWINGS

A. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings. Include the following information:

1. Dimensions.

2. Identification of products and materials included by sheet and detail number.

3. Compliance with specified standards.

4. Notation of coordination requirements.

5. Notation of dimensions established by field measurement.

6. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 22 by 34 inches.

7. Initial Submittal: a digital copy for the Engineer’s review. The Engineer will return the digital copy revised with the appropriate notations.

8. Final Submittal: If necessary (ie. Shop drawing noted revise and resubmit), submit PDF of revised shop drawing for review and approval.

9. Do not use Shop Drawings without an appropriate final stamp indicating action taken.

1.7 PRODUCT DATA

A. Collect Product Data into a single submittal for each element of construction or system.

Product Data includes printed information, such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves.

1. Mark each copy to show applicable choices and options. Where printed Product

Data includes information on several products that are not required, mark copies to indicate the applicable information. Include the following information:

E2638 SUBMITTAL PROCEDURES 013300 - 4

a. Manufacturer's printed recommendations.

b. Compliance with trade association standards.

c. Compliance with recognized testing agency standards.

d. Application of testing agency labels and seals.

e. Notation of dimensions verified by field measurement.

f. Notation of coordination requirements.

2. Do not submit Product Data until compliance with requirements of the Contract

Documents has been confirmed by the contractor.

3. Submittals: Submit a digital copy of each required submittal. The Engineer will mark with action to be taken and/or corrections or modifications required prior to returning to Contractor.

a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.

4. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities.

Show distribution on transmittal forms.

a. Do not proceed with installation until a copy of Product Data is in the Installer's possession.

b. Do not permit use of unmarked copies of Product Data in connection with construction.

1.8 QUALITY ASSURANCE SUBMITTALS

A. Submit quality-control submittals, including design data, certifications, manufacturer's instructions, manufacturer's field reports, and other quality-control submittals as required under other Sections of the Specifications.

B. Certifications: Where other Sections of the Specifications require certification that a product, material, or installation complies with specified requirements, submit a notarized certification from the manufacturer certifying compliance with specified requirements.

1. Signature: Certification shall be signed by an officer of the manufacturer or other individual authorized to sign documents on behalf of the company.

C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies are specified in Division 1 Section "Quality Control."

1.9 PROJECT MANAGER’S/ENGINEER’S ACTION

A. Except for submittals for the record or information, where action and return is required, the Engineer will review each submittal, mark to indicate action taken, and return promptly.

E2638 SUBMITTAL PROCEDURES 013300 - 5

1. Compliance with specified characteristics is the Contractor's responsibility.

B. Action Stamp: The Engineer will stamp each submittal with a uniform, action stamp. The Engineer will mark the stamp appropriately to indicate the action taken, as follows:

1. Approved as Submitted: When the Engineer marks a submittal "Approved," the

Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final payment depends on that compliance.

2. Approved as Noted: When the Engineer marks a submittal "Approved as Noted," the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents. Final payment depends on that compliance.

3. Revise and Resubmit: When the Engineer marks a submittal "Not Approved, Revise and Resubmit," do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal according to the notations; resubmit without delay. Repeat if necessary to obtain different action mark.

a. Do not use, or allow others to use, submittals marked "Not Approved, Revise and Resubmit" at the Project Site or elsewhere where Work is in progress.

4. Other Action: Where a submittal is for information or record purposes or special processing or other activity, the Engineer will return the submittal marked "Action Not Required."

END OF SECTION 013300

E2638 TEMPORARY FACILITIES AND CONTROLS 015000 - 1

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

A. This Section includes requirements for temporary utilities, support facilities, and security and protection facilities.

B. Related Sections include the following:

1. Division 31 Section "Earthwork" for excavation and backfill.

A. Storm Water Pollution Prevention Plan (SWP3): The plan prepared specific to this construction project, when included as part of the project plans, for prevention and/or control of the discharge of polluted storm water from the construction site.

A. Site Plan: Show location of temporary sanitary facilities, staging and temporary storage areas, and parking areas for construction equipment and personnel.

1.5 PROJECT CONDITIONS

A. Contractor shall be responsible for familiarity with project location and conditions.

PART 2 - PRODUCTS

2.1 TEMPORARY FACILITIES

A. Provide portable sanitary facilities at an approved location.

B. Provide, install and maintain storm water pollution prevention items when required by the project plan and in accordance with the Texas General Permit TXR150000 and the Storm Water Pollution Prevention Plan prepared specific to this construction project.

2.2 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.

E2638 TEMPORARY FACILITIES AND CONTROLS 015000 - 2

3.1 INSTALLATION, GENERAL

A. Locate temporary facilities where they will serve Project adequately and result in minimum interference with performance of the Work or as required by the project plans.

B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed.

3.2 SUPPORT FACILITIES INSTALLATION

A. Traffic Controls: Comply with requirements of authorities having jurisdiction.

1. Comply with TxDOT permit requirements when working within the SH 332 rights-of-way.

2. Prepare a plan and submit it to engineer for approval for control of traffic and maintenance of transportation safety when working adjacent to the or on public streets.

3. Maintain access for emergency vehicles.

B. Parking: Designate approved parking areas for construction equipment and personnel.

3.3 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust from the project site.

1. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established.

C. Storm Water Control: Comply with the project SWP3 when part of the project.

3.4 OPERATION, TERMINATION, AND REMOVAL

A. Maintenance: Maintain facilities in good operating condition until removal.

B. Termination and Removal: Remove each temporary facility when need for its service has ended.

1. Materials and facilities that constitute temporary facilities are property of Contractor.

END OF SECTION 015000

E2638 FIELD ENGINEERING 017310 - 1

SECTION 017310 - FIELD ENGINEERING

A. General: This Section specifies administrative and procedural requirements for field-engineering services including, but not limited to, the following:

1. Civil-engineering services.

1. Division 1 Section "Coordination" for procedures for coordinating field engineering with other construction activities.

2. Division 1 Section "Submittals" for submitting Project record surveys.

3. Division 1 Section "Contract Closeout" for submitting final Project Record

Documents and recording of Owner-accepted deviations from indicated lines and levels.

1.3 SUBMITTALS

A. Project Record Documents: Submit a record of Work performed and record survey data as required under provisions of "Submittals" and "Project Closeout" Sections.

1.4 QUALITY ASSURANCE

A. Engage a qualified surveyor or surveying technician to perform layout of the various construction activities and to record as built locations of finished installations.

3.1 EXAMINATION

A. Identification: The Owner will identify existing control points.

B. Verify layout information shown on the Drawings, in relation to the control points and existing benchmarks, before proceeding to lay out the Work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction.

1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points or requirements to relocate reference points because of necessary changes in grades or locations.

E2638 FIELD ENGINEERING 017310 - 2

2. Promptly replace lost or destroyed Project control points. Base replacements on the original survey control points.

C. Establish and maintain a minimum of 2 permanent benchmarks on the site, referenced to data established by survey control points.

1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents.

D. Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other

1. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, gas, water-service piping, and underground communications and electric cables.

3.2 PERFORMANCE

A. Work from lines and levels established by the control survey. Establish benchmarks and markers to set lines and levels as needed to locate each element of the Project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions.

1. Advise entities engaged in construction activities of marked lines and levels provided for their use.

2. As construction proceeds, check every major element for line, level, and plumb.

B. Surveyor's Log: Maintain a log of control and other survey work. Make this log available for reference.

1. Record deviations from required lines and levels, and advise the Engineer when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected.

2. On completion of major site improvements, and other work requiring field-engineering services, prepare a survey showing dimensions, locations, angles, and elevations of construction and site work.

C. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, utility slopes, and invert elevations.

D. Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction.

END OF SECTION 017310

E2638 CLOSEOUT PROCEDURES 017700 - 1

SECTION 017700 - CLOSEOUT PROCEDURES

A. This Section includes administrative and procedural requirements for contract closeout including, but not limited to, the following:

1. Inspection procedures.

2. Project record document submittal.

3. Operation and maintenance manual submittal.

4. Submittal of warranties.

5. Final cleaning.

B. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 31.

1.3 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions in the request.

1. In the Application for Payment that coincides with, or first follows, the date

Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete.

a. Include supporting documentation for completion as indicated in these

Contract Documents and a statement showing an accounting of changes to the Contract Sum.

b. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete.

2. Advise the Owner of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications, and similar documents.

4. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

5. Submit record drawings, maintenance manuals, and similar final record information.

6. Deliver tools, spare parts, extra stock, and similar items.

E2638 CLOSEOUT PROCEDURES 017700 - 2

7. Make final changeover of permanent locks and transmit keys to the Owner.

Advise the Owner's personnel of changeover in security provisions.

8. Complete startup testing of systems and instruction of the Owner's operation and maintenance personnel. Discontinue and remove temporary facilities from the site, construction tools, and similar elements.

9. Complete final cleanup requirements, including touch up painting.

10. Touch up and otherwise repair and restore marred, exposed finishes.

B. Inspection Procedures: On receipt of a request for inspection, the Engineer will either proceed with inspection or advise the Contractor of unfilled requirements. The Engineer will prepare the Certificate of Substantial Completion following inspection or advise the Contractor of construction that must be completed or corrected before the certificate will be issued.

1. The Engineer will repeat inspection when requested and assured that the Work is substantially complete.

2. Results of the completed inspection will form the basis of requirements for final acceptance.

1.4 FINAL ACCEPTANCE

A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request.

1. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include insurance certificates for products and completed operations where required.

2. Submit an updated final statement, accounting for final additional changes to the Contract Sum.

3. Submit a certified copy of the Engineer’s final inspection list of items to be completed or corrected, endorsed and dated by the Engineer. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance and shall be endorsed and dated by the Engineer.

4. Submit consent of surety to final payment.

5. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

B. Reinspection Procedure: The Engineer will reinspect the Work upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to the Engineer.

1. Upon completion of reinspection, the Engineer will prepare a certificate of final acceptance. If the Work is incomplete, the Engineer will advise the Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance.

2. If necessary, reinspection will be repeated.

E2638 CLOSEOUT PROCEDURES 017700 - 3

1.5 RECORD DOCUMENT SUBMITTALS

A. General: Do not use record documents for construction purposes. Protect record documents from deterioration and loss in a secure, fire-resistant location. Provide access to record documents for the Engineer’s reference during normal working hours.

B. Record Drawings: Maintain a clean, undamaged set of blue or black line white-prints of

Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark which drawing is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work.

2. Mark new information that is important to the Owner but was not shown on

Contract Drawings or Shop Drawings.

3. Note related change-order numbers where applicable.

4. Organize record drawing sheets into manageable sets. Bind sets with durable-paper cover sheets; print suitable titles, dates, and other identification on the cover of each set.

C. Record Specifications: Maintain one complete copy of the Project Manual, including addenda. Include with the Project Manual one copy of other written construction documents, such as Change Orders and modifications issued in printed form during

1. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications.

2. Give particular attention to substitutions and selection of options and information on concealed construction that cannot otherwise be readily discerned later by direct observation.

3. Note related record drawing information and Product Data.

4. Upon completion of the Work, submit record Specifications to the Engineer for the Owner's records.

D. Record Product Data: Maintain one copy of each Product Data submittal. Note related Change Orders and markup of record drawings and Specifications.

1. Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site and from the manufacturer's installation instructions and recommendations.

2. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily discerned later by direct observation.

3. Upon completion of markup, submit complete set of record Product Data to the Engineer for the Owner's records.

E2638 CLOSEOUT PROCEDURES 017700 - 4

E. Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of miscellaneous record keeping and submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order. Identify miscellaneous records properly and bind or file, ready for continued use and reference. Submit to the Engineer for the Owner's records.

F. Maintenance Manuals: Organize operation and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual, heavy-duty, 2-inch, 3-ring, vinyl-covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information:

1. Emergency instructions.

2. Spare parts list.

3. Copies of warranties.

4. Wiring diagrams.

5. Recommended "turn-around" cycles.

6. Inspection procedures.

7. Shop Drawings and Product Data.

8. Fixture lamping schedule.

PART 2 - PRODUCTS (Not Applicable)

3.1 CLOSEOUT PROCEDURES

A. Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items:

1. Maintenance manuals.

2. Record documents.

3. Spare parts and materials.

4. Tools.

5. Lubricants

6. Fuels.

7. Identification systems.

8. Control sequences.

9. Hazards.

10. Cleaning.

11. Warranties and bonds.

12. Maintenance agreements and similar continuing commitments.

E2638 CLOSEOUT PROCEDURES 017700 - 5

B. As part of instruction for operating equipment, demonstrate the following procedures:

1. Startup.

2. Shutdown.

3. Emergency operations.

4. Noise and vibration adjustments.

5. Safety procedures.

6. Economy and efficiency adjustments.

7. Effective energy utilization.

3.2 FINAL CLEANING

A. General: The General Conditions require general cleaning during construction. Regular site cleaning is included in Division 1 Section "Construction Facilities and Temporary Controls."

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions.

1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion.

a. Remove labels that are not permanent labels.

b. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other substances that are noticeable vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials.

c. Clean exposed exterior and interior hard-surfaced finishes to a dust-free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. Vacuum carpeted surfaces.

d. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps.

e. Clean the site, including landscape development areas, of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits. Rake grounds that are neither paved nor planted to a smooth, even-textured surface.

C. Removal of Protection: Remove temporary protection and facilities installed for protection of the Work during construction.

D. Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of lawfully.

E2638 CLOSEOUT PROCEDURES 017700 - 6

1. Where extra materials of value remain after completion of associated Work, they become the Owner's property. Dispose of these materials as directed by the Owner.

END OF SECTION 017700

E2638 PROJECT RECORD DOCUMENTS 017839 - 1

SECTION 017839 - PROJECT RECORD DOCUMENTS

A. Section includes administrative and procedural requirements for project record documents, including the following:

1. Record Drawings.

2. Miscellaneous record submittals.

B. Related Sections:

1. Division 1 Section "Closeout Procedures" for general closeout procedures.

1.3 CLOSEOUT SUBMITTALS

A. Record Drawings: Comply with the following:

1. Number of Copies: Submit one set of marked-up record prints.

B. Reports: Submit written report weekly indicating items incorporated in Project record documents concurrent with progress of the Work, including modifications, concealed conditions, field changes, product selections, and other notations incorporated.

2.1 RECORD DRAWINGS

A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings.

1. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints.

a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.

b. Accurately record information in an acceptable drawing technique.

c. Record data as soon as possible after obtaining it.

E2638 PROJECT RECORD DOCUMENTS 017839 - 2

2. Content: Types of items requiring marking include, but are not limited to, the

a. Dimensional changes to Drawings.

b. Revisions to details shown on Drawings.

c. Locations and depths of underground utilities.

d. Revisions to routing of piping and conduits.

e. Changes made by Change Order or Work Change Directive.

f. Changes made following Engineer’s written orders.

g. Details not on the original Contract Drawings.

h. Field records for variable and concealed conditions.

3. Mark the Contract Drawings and Shop Drawings completely and accurately.

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. Note Work Change Directive numbers, Change Order numbers, and similar identification, where applicable.

2.2 RECORD PRODUCT DATA

A. Preparation: Mark Product Data to indicate the actual product installed.

2.3 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 or file miscellaneous records and identify each, ready for continued use and reference.

END OF SECTION 017839

DIVISION 3 - CONCRETE

E2638 CAST-IN-PLACE-CONCRETE 033000 - 1

SECTION 033000 - CAST-IN-PLACE CONCRETE

A. Drawings and general provisions of the Contract, including General and Special Conditions, apply to this Section.

A. This Section specifies cast-in place…