IFB # 448 Addendum 03 Part I.pdf

Addendum

RIVAN 189740 00 00 13 - 1

DOCUMENT 00 00 13

ADDENDUM NO. 3

October 26, 2026

Airport Road Pump Station & Storage Tank Improvements Rivanna Water & Sewer Authority

Albemarle County, Virginia

SEH No. RIVAN 189740 IFB No. 448

From: Short Elliott Hendrickson Inc.

400 Locust Drive, Suite 2 Charlottesville, VA 22901 651.490.2000

To: Document Holders

DOCUMENT HOLDERS on the above-named project are hereby notified that this document shall be appended to, take precedence over and become part of the original bidding documents dated September 24, 2026, and previous addendum dated October 12, 2026 and October 19, 2026, for this work. Bids submitted for the construction of this work shall conform to this document.

This addendum consists of two (2) pages plus the following:

o 01 45 10 Quality Control for Building Construction o 01 77 00 Closeout Procedures o 03 11 00 Water Distribution Systems o 03 31 20 Concrete Foundation for Storage Tanks o WPO/VSMP County Approved Documents o C200 Site Plan

Clarifications and Additional Information:

1. Spec Titled Asset Register Management has been assigned spec 01 16 00. No other changes have been made to the document and it has not been released as part of this addendum but will be in the conformed documents when released.

2. Section 03 31 20: Add “1.04.A.5: Foundation drawings, design, and calculations shall be sealed by an engineer registered in the Commonwealth of Virginia.” This was added for clarity and specification 33 16 30 and was added to this specification for clarity. Add note on 3.03 to reference testing on 01 45 10.

3. Sheet Sheet C200 Site plan has been updated to include the following notes:

a. Contractor Shall verify elevation for points of connection to existing water lines prior to installation of water line.

b. 24” DIP water line installed between new ground storage tank and points of connection to existing water line shall maintain consistent slope from tank to connection point to existing water line with no high points along the alignment of the pipe.

4. WPO/VSMP documents approved by Albemarle county included after section 01 11 00 as indicated in the text.

5. Section 01 45 00 has been updated to revise inspection table to match specification sections and include reference to coordinate with owners commissioning agent as needed.

Addendum

00 00 13 - 2 RIVAN 189740

6. Section 03 11 00 has been updated to remove conductive gaskets from requirements

7. Section 01 77 00 has been updated to include additional information related to as built drawings.

Bidder Questions:

1. Question: Can a specification be provided for the Flexible Couplings called out in detail B & C on plan sheet DP502 that connect the 24” DIP inlet & outlet pipes to the carbon steel floor pipe?

Response: Specification 33 11 00 has been updated to include flexible coupling.

END OF ADDENDUM

Quality Control for Building Construction – Revised per Addendum No.3

RIVAN 189740 01 45 10 - 1

SECTION 01 45 10

QUALITY CONTROL FOR BUILDING CONSTRUCTION

PART 1 GENERAL

1.01 SUMMARY

A. Section Includes:

1. Administrative and procedural requirements for quality control.

2. Inspection and testing services to assist in determination of work with specifications and regulations.

3. Requirements for Contractor cooperation.

4. Responsibility for payment.

5. Schedule of required tests.

B. Contractor Responsibility: These required services do not relieve Contractor of responsibility for compliance with any requirements.

C. Related Sections:

1. Section 01 31 19 - Project Meetings

1.02 REFERENCES

A. IBC Code: Currently in effect and adopted by state in which Project is located.

B. ASTM:

1. D3740 - Minimum Requirements for Agencies Engaged in Testing or Inspection of Soil and Rock

2. E329 - Requirements for Agencies Engaged in Testing or Inspection of Materials Used in

Construction

1.03 DEFINITIONS

A. Quality Control: Inspections, tests, related actions including reports, performed by independent agencies and governing authorities, as well as directed by Contractor.

1.04 SUBMITTALS

A. Submit copy of report of laboratory facilities inspection made by Materials Reference Laboratory of National Bureau of Standards (NBS) during most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection.

B. Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of full time registered Specialist and responsible officer.

C. After each inspection and test, submit two written copies of report to Engineer and to Contractor no later than 3 working days after completion of inspection or test. Include:

1. Date issued

2. Project title and number

3. Name of inspector

4. Date and time of sampling or inspection

5. Identification of product and Specifications Section

6. Location in the Project

7. Type of inspection or test

8. Date of test

9. Results of tests

10. Conformance with Contract Documents

01 45 10 - 2 RIVAN 189740

D. When requested by Engineer, provide interpretation of test results.

1.05 QUALITY ASSURANCE

A. Laboratory: Select laboratory qualified in accordance with referenced ASTM standard to acceptance of Engineer.

B. Codes and Standards: Comply with requirements of ASTM D3740 and E329.

C. Testing:

1. Contractor shall employ and pay for services of an independent testing laboratory to perform specified inspection and testing unless otherwise stated.

2. Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents.

D. Laboratory Qualifications:

1. Qualified in accordance with referenced ASTM standard to acceptance of Engineer.

2. Authorized to operate in state in which Project is located.

3. Staff: Maintain a full time registered Engineer Specialist on staff to review services.

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

1.06 RESPONSIBILITIES

A. Contractor Responsibility:

1. Quality control testing or inspections scheduled to be Contractor’s responsibility.

2. Code Compliance Testing: Quality control required by codes or ordinances, or by plan approval authority, made by legally constituted authority unless otherwise provided in Contract Documents.

3. Verification of conformance of the Work within specified construction tolerances.

4. Contractor’s Convenience Testing.

5. Notify Engineer and laboratory 24 hours prior to expected time for operations requiring inspections and testing services.

6. Provide incidental labor and facilities to:

a. Provide access to Work to be tested.

b. Obtain and handle samples at the Site or at source of products to be tested.

c. Facilitate tests and inspections, and storage and curing of test samples.

7. Coordinate with each independent agency the sequence of activities to accommodate required services with minimum delay in progress of Work and to avoid removing and replacing Work.

Schedule times for quality control.

B. Owner Responsibility: Quality control not specifically indicated as Contractor’s responsibility, or to be provided by another identified entity.

C. Laboratory Responsibility:

1. Ascertain compliance of materials and mixes with requirements of Contract Documents.

2. Promptly notify Engineer and Contractor of observed irregularities or non-conformance of Work or

Products.

3. Perform additional inspections and tests required by Engineer.

4. Limits on Laboratory Authority:

a. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents.

b. Laboratory may not approve or accept any portion of the Work.

c. Laboratory may not assume any duties of Contractor.

d. Laboratory has no authority to stop the Work.

RIVAN 189740 01 45 10 - 3

D. Retest Responsibility:

1. Where results of quality control prove unsatisfactory and do not indicate compliance of related

Work with requirements of the Contract Documents, retests are responsibility of Contractor, regardless of whether the original test was Contractor’s responsibility.

2. Retest of Work revised or replaced by Contractor is Contractor’s responsibility, where required tests were performed on original Work.

3. Retesting costs will be deducted from Contract amount by Change Order.

4. Provide 2 retests for each failed test.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 ADJUSTING

A. Upon completion of quality control performed on Work, repair damaged Work, restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes. Comply with Contract Document requirements for “Cutting and Patching.”

3.02 PROTECTION

A. Protect Work exposed by or for quality control service activities, and protect repaired Work.

3.03 RESPONSIBILITY FOR ADJUSTING AND REPAIR

A. Contractor’s responsibility, regardless of assignment of responsibility for quality control.

3.04 FIELD QUALITY CONTROL

A. Secure inspection and acceptance of subgrades and fill layers before subsequent construction is permitted.

B. The following inspections and testing shall be conducted by an Independent Testing Agency, arranged for and paid for by Owner with the results being reported to Engineer, Building Inspector, Contractor and Engineer of Record. See Also Specific specification sections for additional information.

1. Excavating, Filling, Grading:

a. Compaction testing for building pads or paved areas: 1 test per 2,500 square feet per 12-inch lift; minimum 3 tests.

b. Foundation wall backfill: 1 test per 100 feet or less of wall length, but no fewer than 2 tests.

c. Footing subgrades: At least 2 tests of each soil stratum to verify design bearing capacities.

d. Utility trenches: 1 test for each 150 feet or less of trench length, but no fewer than 2 tests.

e. Roadway grading: 1 test per 2,000 cubic yards (CV) of embankment material.

2. Proof rolling of parking areas and sidewalks subject to vehicular traffic.

C. Preliminary Field Testing of Equipment:

1. As soon as conditions permit, after the equipment has been secured in its permanent position, the Contractor shall check the equipment for alignment, direction of rotation and that it is free from defects.

2. Contractor shall flush all bearings, gear housings, etc., in accordance with the manufacturer's recommendations, to remove any foreign matter accumulated during shipment, storage or erection. Lubricants shall be added as required by the manufacturer's instructions.

3. When the Contractor has demonstrated to the Engineer that the equipment is ready for operation, a yellow tag will be issued. The tag will be signed by the Engineer, or his assigned representative and attached to the equipment. The tag shall not be removed.

01 45 10 - 4 RIVAN 189740

4. Preliminary field tests, yellow tag, must be completed before equipment is subjected to final field tests, blue tag.

D. Final Field Test of Equipment:

1. Upon completion of the installation, and at a time approved by the Engineer, equipment will be tested by operating it as a unit with all related piping, ducting, electrical controls and mechanical operations.

2. The equipment will be placed in continuous operation as prescribed or required and witnessed by the Engineer or his assigned representative and the Owner or his assigned representative.

3. The tests shall prove that the equipment and appurtenances are properly installed, meet their operating cycles and are free from defects such as overheating, overloading, and undue vibration and noise. Equipment shall be tested for the characteristics as specified for the item.

4. Until final field tests are acceptable to the Engineer, the Contractor shall make all necessary changes, readjustments and replacements at no additional cost to the Owner.

5. Defects which cannot be corrected by installation adjustments will be sufficient grounds for rejection of any equipment.

6. Upon acceptance of the field tests, a blue tag will be issued. The tag will be signed by the Engineer and attached to the unit. The tag shall not be removed and no further construction work will be performed on the unit, except as required during start-up operations and directed by the Engineer.

7. All costs in connection with such tests including all materials, equipment, instruments, labor, etc., shall be borne by the Contractor.

E. Special Inspections:

1. Special structural tests and inspections shall be conducted by a Contracted Special Inspector, arranged by the Owner or Engineer acting on behalf of Owner, and paid by Owner, with the results being reported to Engineer, Building Inspector, Contractor and Structural Engineer of Record.

a. See guidelines for special inspections and testing in IBC Chapter 17.

2. Preconstruction Meeting:

a. If requested by Engineer, conduct 1 meeting at Site to review the scope of special structural testing and inspection.

3. Post Special Structural Testing and Inspection Summary in field office at job Site. Retain all reports submitted by special inspectors for review of the Building Official upon request.

4. The schedule of special structural testing and inspections is attached to this section.

F. Fabricator:

1. The following inspections shall be arranged and paid by the fabricator of products with the results being reported to Engineer, , Building Inspector, Contractor and Structural Engineer of record.

a. Prestressing reinforcing and tendons for concrete.

b. Shop welding of steel fabrications used for structural purposes.

G. Owners Commissioning Agent

1. Contractor shall coordinate with owners commissioning agent as directed by owner.

2. Commissiong agent will be used on this project including but not limited to

a. Field Inspections/verifications

b. Additional submittal review

c. Additional startups and commissioning activities.

3.05 IMPERFECT WORK, EQUIPMENT, OR MATERIALS

A. Any defective or imperfect work, equipment, or materials furnished by the Contractor which is discovered before the final acceptance of the Work, as established by the Certificate of Substantial Completion, or during the subsequent guarantee period, shall be removed immediately even though it may have been overlooked by the Engineer and estimated for payment. Any equipment or materials condemned or rejected by the Engineer shall be tagged as such and shall be immediately removed from the site. Satisfactory work or materials shall be substituted for that rejected.

RIVAN 189740 01 45 10 - 5

B. The Engineer may order tests of imperfect or damaged work, equipment, or materials to determine the required functional capability for possible acceptance, if there is no other reason for rejection. The cost of such tests shall be borne by the Contractor; and the nature, tester, extent and supervision of the tests will be as determined by the Engineer. If the results of the tests indicate that the required functional capability of the work, equipment, or material was not impaired, consistent with the final general appearance of same, the work, equipment, or materials may be deemed acceptable. If the results of such tests reveal that the required functional capability of the questionable work, equipment, or materials has been impaired, then such work, equipment, or materials shall be deemed imperfect and shall be replaced. The Contractor may elect to replace the imperfect work, equipment, or material in lieu of performing the tests.

01 45 10 - 6 RIVAN 189740

Quality Control Testing Schedule

Specification Section

Product Type of Test Location

Responsibility Frequency Source Field

03 30 00/ 03 31 20

Concrete Aggregate Gradation x Material Supplier

(3rd party)

03 30 00/ 03 31 20

Concrete Slump x Owner

03 30 00/ 03 31 20

Concrete Cylinder Compression x Owner

03 30 00/ 03 31 20

Concrete Air Content x Owner

03 30 00/ 03 31 20

Concrete Temperature x Owner

09 91 50 Coatings Surface Preparation x Contractor

09 91 50 Coatings Dry Film Thickness x Contractor

09 97 13 Coatings Surface Preparation X Owner

09 97 13 Coatings Dry Film Thickness x Owner

31 23 10 Earthwork - Excavation

Moisture, Density x Contractor

31 23 16 Earthwork –

Structures/Foundation Moisture, Density x Contractor

31 23 33 Utility Trenches Moisture, Density x Contractor

33 11 00 Water Main Pressure/Leakage x Contractor

33 11 00 Water Main Coliform/Disinfection x Contractor2

33 16 20 Water Tank Hydrostatic Test x Contractor

33 16 20 Water Tank Shell

Joints Welding Inspection -

Radiographic x Contractor

33 16 20 Water Tank Welding - Additional x Owner

33 16 20 Disinfection of Water

Storage Bacteriological Testing x Contractor2

33 41 00 Storm Sewer Deflection x Contractor

1 Contractor Responsible for coordination of all testing activities regardless of responsibility 2 Contractor Responsible for overall testing/disinfection procedure and to coordinate with owner to obtain sample and test.

RIVAN 189740 01 45 10 - 7

SPECIAL STRUCTURAL TESTING AND INSPECTION PROGRAM

SUMMARY SCHEDULE

Project Name: Airport Rd Improvements Project Number: RIVAN 189740

Location: Albemarle County, VA

Permit Number (1):

Technical (2) Description (3)

Type of Inspector (4)

Report Frequency (5)

Assigned Firm

(6) Section Article

03 11 00 3.01 Concrete Formwork SI-T/TA F3

03 20 00 3.04 Concrete Reinforcement SI-S F3, F4

03 30 00 3.18 Concrete Placement SI-T F5

03 31 20 3.03 Concrete Formwork SI-T/TA F3

03 31 20 3.03 Concrete Reinforcement SI-S F3, F4

03 31 20 3.03 Concrete Placement SI-T F5

Testing Schedule

03 30 00 3.18 Concrete TA F5

31 23 16 3.04 Soil TA See section

3.01 of this specification section

Notes: This schedule shall be filled out and included in the Special Structural Testing and Inspection Program.

(1) Permit number to be provided by the Building Official.

(2) Referenced to the specific technical scope section in the program.

(3) Use descriptions per IBC Chapter 17, as adopted by the State Building Code.

(4) Special Inspector - Technical, Special Inspector - Structural

(5) Weekly, monthly, per test/inspection, per floor, etc.

(6) Firm contracted to perform services.

ACKNOWLEDGMENTS

Each appropriate representative shall sign below:

Owner: Firm: Date:

Contractor: Firm: Date:

Architect: Firm: Date:

SER: Firm: Date:

SI-S: Firm: Date:

SI-T: Firm: Date:

TA: Firm: Date:

SI-T: Firm: Date:

F: Firm: Date:

If requested by Engineer of record or Building Official, the individual names of all prospective special inspectors and the Work they intend to observe shall be identified (Use reverse side of form if necessary).

Legend: SER = Structural Engineer of Record SI-T = Special Inspector - Technical TA = Testing Agency SI-S = Special Inspector - Structural F = Fabricator

Accepted for the Building Department by __________________________________ Date _______________

01 45 10 - 8 RIVAN 189740

1. FREQUENCY

Passing test will be paid for by the Owner. Failing tests will be paid for by the Contractor involved, Unless Noted Otherwise.

A. CATEGORIES

F1. Mortar tests as set forth in Sections 10 and 11 of ASTM C270, for each mortar type used.

F2. Test grout as set forth in ASTM C1019 - Sampling and Testing Grout. Test at least one specimen for each day’s pouring or for each 75 cubic yards of concrete or fraction thereof poured each day.

F3. The inspector shall periodically see all formwork, reinforcing steel, pre-stressing tendon, and anchor bolts prior to concrete placement to inspect for conformance with the drawings.

F4. The inspector shall see all structural steel and reinforcing steel field welds prior to application of finishes to inspect for conformance with the approved plans. If applicable, the inspector shall request the testing agency perform Ultrasonic Testing on 50% of all full penetration field welds for the project. If the failure of welding test is 25% of all tests performed, 100% of all full penetration field welds shall be tested.

F5. Concrete Placement: Continuous Inspection - Inspector to review placement of all cast-in-place concrete. Periodically verify use of required design mix. Periodically inspect for maintenance of specified curing temperature and techniques. Test shall be made by a Level 1 Technician as certified by ACI.

a. Concrete Specimens:

1) Compression Strength Testing: The method of making cylinders, storage and testing shall be in accordance with ASTM Specification C31, latest edition. Record any deviations from the requirements of ASTM C31 in the test report.

a) Cast 4 six inch cylinders per set (or an additional cylinder if four inch cylinders are used):

(1) One at 7 days for information

(2) Two at 28 days for acceptance

(3) One for hold (test at 56 days if desired by Engineer, or if other tests were lower than specified).

b) Conduct at least 1 strength test for each 75 yards or fraction thereof for each mixture design placed in any 1 day.

c) Furnish a copy of the test results to Engineer as soon as available.

d) Field cure cylinders (2 per set) to check concrete strength prior to critical shoring removal as recommended in Section 03 30 00.

e) Acceptance test results shall be the average strengths of the 2 specimens tested at 28 days.

f) Conduct load test on test cores of concrete that fail to meet the specified strength, in accordance with ASTM C42.

g) Failure to meet strength requirements of the cores, shall be a cause for rejection by Engineer.

h) The cost of remedial measures required due to test failures shall be paid for by the

Contractor.

b. Standard Field Tests to be performed on fresh concrete for the first truck and every third truck thereafter (1st, 4th, 7th, etc.) or when a change in properties is noticed, at the final location (test after pump, not at truck):

1) Concrete Slump Tests:

a) Testing agency will determine slump of concrete from each truck in accordance with ASTM Specification C143, latest edition.

b) If slump exceeds maximum allowed, remove batch from work and dispose of off-site.

c) Test slump at end of conveying system.

2) Concrete Air Content Tests:

a) Testing agency will determine air content of concrete from each truck in accordance with ASTM Specification C231, latest edition.

RIVAN 189740 01 45 10 - 9

b) Air content shall be tested at end of conveying system.

3) Concrete Temperature:

a) Testing agency will determine temperature of concrete from each truck in accordance with ASTM C1064.

b) Test temperature at end of conveying system.

c. Leak Testing Watertight Structures:

1) Refer to section 01 42 00 Watertightness Testing

F6. All bolts shall be checked for snug tight condition.

F7. Periodically inspect erection of precast concrete members. Field welds subject to Section F4.

F8. Periodic inspection of steel erection for conformance with the drawings.

END OF SECTION

01 45 10 - 10 RIVAN 189740

Quality Control Testing Schedule

Specification Section

Product Type of Test Location

Responsibility Frequency Source Field

RIVAN 189740 01 45 10 - 11

SPECIAL STRUCTURAL TESTING AND INSPECTION PROGRAM

SUMMARY SCHEDULE

Project Name: Project Number:

Location:

Permit Number (1):

Technical (2) Description (3) Type of Inspector (4)

Report Frequency (5)

Assigned Firm (6) Section Article

Notes: This schedule shall be filled out and included in the Special Structural Testing and Inspection Program.

(1) Permit number to be provided by the Building Official.

(2) Referenced to the specific technical scope section in the program.

(3) Use descriptions per IBC Chapter 17, as adopted by Minnesota State Building Code.

(4) Special Inspector - Technical, Special Inspector - Structural

(5) Weekly, monthly, per test/inspection, per floor, etc.

(6) Firm contracted to perform services.

ACKNOWLEDGMENTS

Each appropriate representative shall sign below:

Owner: Firm: Date:

Contractor: Firm: Date:

Architect: Firm: Date:

SER: Firm: Date:

SI-S: Firm: Date:

SI-T: Firm: Date:

TA: Firm: Date:

SI-T: Firm: Date:

F: Firm: Date:

If requested by E/A of record or Building Official, the individual names of all prospective special inspectors and the Work they intend to observe shall be identified (Use reverse side of form if necessary).

Legend: SER = Structural Engineer of Record SI-T = Special Inspector - Technical TA = Testing Agency SI-S = Special Inspector - Structural F = Fabricator

Accepted for the Building Department by __________________________________ Date _______________

Closeout Procedures – Revised per Addendum No.3

RIVAN 189740 01 77 00 - 1

SECTION 01 77 00

CLOSEOUT PROCEDURES

A. Administrative and procedural requirements for contract closeout, including:

1. Submittals.

2. Inspection procedures.

3. Warranties.

4. Record document submittals.

5. Final cleaning.

6. Pest control.

B. Related Sections:

1. Section 01 78 23 - Operation and Maintenance Data

2. Specific requirements for individual units of work are included in appropriate technical sections

1.01 SUBSTANTIAL COMPLETION

A. Complete the following before requesting Engineer’s inspection for certification of Substantial Completion for each phase of work. List items that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Successful execution of all Demonstration Periods, as specified in Section 01 75 00, must be completed.

3. All equipment training and instructions shall be completed.

4. Obtain, submit releases enabling Owner unrestricted use of the Work and access to services and utilities.

5. Regulatory requirements:

a. Where required, obtain occupancy permits, operating certificates, similar releases.

b. Obtain inspection approval certificates from State Inspectors as required by the discipline of work.

6. Bonding and insurance:

a. Consent of Surety to Reduction In or Partial Release of Retainage.

b. Advise Owner of pending insurance change-over-requirements.

B. Inspection Procedures:

1. When prerequisites are complete, submit request in writing to Engineer stating that all requirements are satisfied, and requesting inspection.

2. Upon receipt of Contractor’s request for inspection, Engineer will either proceed with inspection or advise Contractor of unfilled prerequisites.

3. Following initial inspection, Engineer will either prepare Certificate of Substantial Completion, or advise Contractor of work which must be performed before certificate will be issued. Engineer will repeat inspection when requested and when assured that work has been substantially completed.

4. Results of completed inspection will form the basis of requirements for Final Acceptance.

1.02 FINAL ACCEPTANCE

A. Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submittals:

a. Lien Waivers (from all subcontractors and suppliers).

b. Certificate of Substantial Completion.

c. Contractor’s Affidavit of Payment of Debts and Claims.

d. Contractor’s Affidavit of Release of Liens.

01 77 00 - 2 RIVAN 189740

e. Consent of Surety.

1) To Partial Release of Retainage.

2) To Final Payment.

f. Assurance that unsettled claims will be settled.

g. Proof that fees and similar obligations have been paid.

h. Evidence of final, continuing insurance coverage complying with insurance requirements.

i. Affidavit for Obtaining Final Settlement of Contract

j. Certified copy of Engineer’s final punch list of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance and has been endorsed and dated by Engineer.

2. Warranties: Submit specific warranties, workmanship/maintenance bonds, maintenance agreements, final certifications, similar documents on supplied items.

3. Maintenance:

a. Maintenance manuals: See Section 01 78 23

1) Organize operating, maintenance data into suitable sets of manageable size.

2) Bind into individual heavy-duty 2-inch, 3-ring vinyl-covered binders with pocket folders, each set of data, marked with appropriate identification on both front and spine of each binder.

3) Include:

a) Emergency instructions.

b) Spare parts listing.

c) Copies of warranties.

d) Wiring diagrams.

e) Recommended “turnaround” cycles.

f) Inspection procedures.

g) Shop Drawings and Product Data.

4. Miscellaneous Record Submittals:

a. Refer to other sections of specifications for requirements of miscellaneous record keeping and submittals in connection with actual performance of work.

b. Complete miscellaneous records, place in good order, properly identified and bound or filed, ready for continued use and reference.

5. Records:

a. Test/adjust/balance records.

b. Startup performance reports.

c. Inspection Reports:

1) Alarm tests.

2) Meter readings.

B. Record Drawings: Submit to Engineer and Owner a set of record prints marked to show “as-built” conditions for work of contract.

C. Adjusting:

1. Repair and restore marred exposed finishes.

2. Touch up of painting of marred surfaces.

3. Complete final cleaning requirements.

D. Final Payment Request:

1. Include certificates of insurance for products and completed operations where required.

2. Updated final statement, accounting for final additional changes to Contract Sum.

3. Final liquidated damages settlement statement, acceptable to Owner.

E. Re-inspection Procedure:

1. Engineer will re-inspect work upon receipt of notice that work, including punch list items resulting from earlier inspections, has been completed, except for items whose completion has been delayed because of circumstances that are acceptable to Engineer.

2. Engineer will either prepare a certificate of final acceptance, or will advise Contractor of work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance.

3. If necessary, re-inspection procedure will be repeated.

RIVAN 189740 01 77 00 - 3

1.03 RECORD DRAWINGS AND DOCUMENTS

A. Conform with general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections.

B. For each trade or subcontract, maintain at the Site one (1) copy of:

1. Drawings.

2. Specifications.

3. Addenda.

4. RFI’s (Requests for Information) and RFI Responses.

5. Proposal Requests.

6. Change Orders.

7. Reviewed Shop Drawings, Product Data, and Samples.

8. Field Test Records.

9. Other Modifications to the Contract.

C. Store documents separate from documents used for construction.

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

E. Do not use record documents for construction purposes.

F. Ensure entries are complete and accurate, enabling future use by Owner.

G. Record information concurrent with construction progress. Failure to maintain documents up-to-date will be cause for withholding payments. Draft record drawings shall be submitted monthly with each pay application for review by the Engineer to verify elevations, locations, and construction progress.

H. The Contractor shall submit record drawings before final payment request. Record drawings shall be provided to the Owner as two (2) sets of hard copies, and electronic format (ArcGIS, AutoCAD, ASCII point data, or a combination thereof) as appropriate.

I. Record drawings shall reflect all survey coordinates and be sealed by a Virginia licensed surveyor.

J. Provide horizontal (X, Y) and vertical (Z) GPS coordinates for all installed fittings and appurtenances

(including but not limited to: valves, bends, tees, plugs, caps, hydrants, air vents, blow-offs, interconnections, leak detectors, etc.). Include size, depth, and location of any other utility that crosses the new water main, including laterals.

K. Water Line Work: The Contractor shall provide finished grade elevations to include inverts and ground elevation for the following information:

1. Constructed water line and all related appurtenances. Horizontal and vertical coordinates shall be collected at a minimum of every 40 feet along the water line prior to backfilling.

2. Sleeves, bends, valves, blow-offs, buried hydrants, extents of all pipe casing features, silt stops/clay dams, utility crossings (including laterals), and other fittings and valve boxes and tracer wire boxes, concrete encasement (if required), and any other item as required by the ACSA, RWSA, or the Engineer.

3. All utilities encountered within the trench width, both crossing and in parallel, including laterals.

4. All surveyed items shall be labeled appropriately with unique and detailed information, including size, type, pipe material, and depth on record drawings and GIS/AutoCAD files.

5. Rock elevations, where encountered.

L. The Contractor shall submit draft survey data in electronic format (ArcGIS or AutoCAD) to

Engineer/Owner every two weeks (or more often if required by Engineer/Owner) during water line construction so that grades, depth of cover, clearances, and location of pipeline within the easement can be verified by the Engineer during construction.

01 77 00 - 4 RIVAN 189740

M. Record drawing survey information shall be provided to the Engineer/Owner in ArcGIS 10.5-10.7.1 (or general shapefile) and AutoCAD format (or later versions if required by Owner). Final Drawing Redlines with field notes shall also be submitted in addition to survey data required by this section.

N. Make documents available for inspection by Engineer and Owner.

O. Record Drawings and Shop Drawings:

1. Required information may, as an option, be entered on a “working set” and then at completion of Project transfer the information to a final submitted “Project Record” set.

2. Legibly mark to record actual construction:

a. Depths of various elements of foundation in relation to finished first floor datum.

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

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

d. Locations and elevations of existing utilities encountered during excavation.

e. Include sufficient reference and descriptions to determine exact field conditions, appurtenance sizes, and locations.

f. Make all measurements to nearest 0.01 foot, horizontally and vertically.

g. Field changes of dimension and detail.

h. Changes made by Change Order or Field Order.

i. Details not on original Contract Drawings.

P. Specifications and Addenda:

1. Legibly mark up each Section to record:

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

b. Product substitutions or alternates utilized.

c. Changes made by Change Order or Field Order.

d. Other items not originally specified.

1.04 SPARE PARTS

A. Furnish spare parts for each operating equipment unit provided as identified in the technical sections.

1.05 TRANSFER OF SITE TO OWNER

A. Deliver tools, spare parts, extra materials and similar items to location designated by Owner. Label with manufacturer’s name and model number where applicable.

B. Deliver spare parts, provide a receipt for the Owners to sign acknowledging reception of spare parts.

Deliver one copy of the spare parts receipt to the Engineer and one to the owner with spare parts delivery.

C. Advise Owner’s personnel of changeover in security provisions, return keys (if provided).

D. Advise Owner of changeover in heat and other utilities.

E. Submit changeover information related to Owner’s occupancy, use, operation, and maintenance.

1.06 OPERATING AND MAINTENANCE INSTRUCTIONS/DEMONSTRATIONS

A. Training

1. Following start-up and demonstration of new equipment, the Contractor shall provide competent personnel who fully understand the operation of these systems to instruct the Owner in the operation and maintenance of each.

2. Contractor shall coordinate the schedule for each training session a minimum of 2 weeks (14 days) ahead of schedule.

RIVAN 189740 01 77 00 - 5

3. Such instruction shall take place prior to acceptance of the installation by the Owner at such a time or times that are acceptable to Owner.

4. Training time requirements for equipment and systems are included in Specifications. The stated training times are the time required for operator instruction only. Time spent for checking out the systems, testing, balancing, calibration, and start-up are not considered instruction or training time.

5. Time of instruction specified shall be the time actually spent at the Project Site and shall not include travel time. One (1) day is considered 8 hours at the Site.

6. At a minimum, each training session shall include the following:

a. Utilize operation and maintenance manuals as basis for instructions.

b. Review contents of manual with Owners’ personnel in detail to explain all aspects of operation and maintenance.

c. 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.

12) Maintenance agreements and similar continuing commitments.

d. Manufacturer’s representative shall demonstrate the following procedures to Owner’s personnel prior to date of final inspection:

1) Startup.

2) Shutdown.

3) Emergency operations.

4) Noise and vibration adjustments.

5) Safety procedures.

6) Economy and efficiency adjustments.

7) Effective energy utilization.

8) Troubleshooting.

9) Maintenance.

7. Prepare and insert additional data in operations and maintenance manuals if need for additional data becomes apparent during instructions.

B. Demonstration Periods

1. Following the completion of the training events, the Demonstration Period(s) can begin.

2. Satisfaction of the following Demonstration Period(s) must be completed prior to completing a

Milestone or achieving Substantial Completion.

3. Contractor shall demonstrate to the Owner that the new equipment operates as designed and intended without experiencing any system failure or shutdown.

4. During the demonstration period, Contractor shall be responsible for the maintenance of new equipment and/or systems. Contractor shall remain responsible for making any required changes, repairs, or replacements to the new installation until the demonstration period is completed.

5. During the demonstration period, Contractor shall have staff available to address any system failures or shutdowns that may occur.

a. Contractor shall provide Owner with a designated contact, available 24 hour a day.

6. For each and every event of a system failure or facility shutdown, the specified demonstration time period will be re-started from the beginning once the equipment is back up and operating correctly.

7. System shutdowns due to actions or requests by the Owners shall not be cause to re-start the demonstration time period.

01 77 00 - 6 RIVAN 189740

PART 2 PRODUCTS

2.01 CLEANING AGENTS

A. Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned.

B. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

3.01 FINAL CLEANING

A. Provide final cleaning, following manufacturer’s written instructions.

B. Conduct cleaning and waste-removal operations to comply with local laws and ordinances, and federal and local environmental and antipollution regulations.

C. Employ experienced workers or professional cleaners for final cleaning.

D. Comply with safety standards for cleaning.

1. Do not burn waste materials.

2. Do not bury debris or excess materials on Owner’s property.

3. Do not discharge volatile, harmful, or dangerous materials into drainage systems.

4. Remove waste materials from Site and dispose of lawfully.

E. Clean Site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

F. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program.

1. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.

2. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.

3. Remove tools, construction equipment, machinery, and surplus material from Site.

4. Remove snow and ice to provide safe access to building.

5. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces.

Restore reflective surfaces to their original condition.

6. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

7. Sweep concrete floors broom clean in unoccupied spaces.

8. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if visible soil or stains remain.

9. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces.

10. Remove labels that are not permanent.

11. Wipe surfaces of mechanical and electrical equipment, elevator equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances.

12. Replace parts subject to unusual operating conditions.

13. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure.

14. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.

RIVAN 189740 01 77 00 - 7

15. Clean ducts, blowers, and coils if units were operated without filters during construction.

16. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned-out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.

Concrete Foundation for Storage Tanks – Revised per Addendum No.3

RIVAN 189740 03 31 20 - 1

SECTION 03 31 20

CONCRETE FOUNDATION FOR STORAGE TANKS

A. Section Includes:

1. Design.

2. Formwork.

3. Reinforcement.

4. Mixing and placement.

B. Related Sections:

1. Document 00 31 32 - Geotechnical Data (Geotechnical Report)

2. Section 31 23 16 - Structure Excavations and Backfills

3. Section 33 16 20 - Welded Steel Water Storage Tanks

4. Section 01 45 10 – Quality Control for Building Structures

A. ACI:

1. 301 - Specifications for Structural Concrete for Buildings

2. 318 - Building Code Requirements for Reinforced Concrete

1.03 DESIGN REQUIREMENTS

A. Provide design in accordance with ACI 318.

1. Include an allowance of 40 pounds per square foot on horizontal projection for pressure resulting from snow load.

2. Include allowances for pressure resulting from a 100-mph wind load on surfaces in accordance with AWWA D100, Section 3.1.4.

3. The foundation design shall be by the Contractor and shall conform to the recommendations given in the geotechnical report. The foundation depth shall be as required for the extreme frost penetration shown in AWWA D100.

B. Seismic Criteria:

1. Seismic design shall be based on the applicable sections of AWWA D100, ASCE 7 and the local jurisdictional building code. Impulsive and convective forces, as well as fluid spectral velocity shall be calculated utilizing each code and the maximum value of each component shall be utilized.

2. Risk Category: IV

3. Sloshing: The sloshing height shall be calculated using AWWA D100 and ASCE 7. If sloshing wave interacts with the roof of the structure, the roof must be designed for the uplift pressures and the confined portion of the convective (sloshing) mass of water must be added to the impulsive force.

1.04 SUBMITTALS

A. Submit:

1. Shop Drawings based on dimensional requirements and elevations shown on Drawings.

2. Calculations generated in foundation design.

3. Report of Concrete Mix Designs.

4. Field testing results.

5. Foundation drawings, design, and calculations shall be sealed by an engineer registered in the

Commonwealth of Virginia

03 31 20 - 2 RIVAN 189740

1.05 SITE CONDITIONS

A. Verification of Subsurface Conditions:

1. Geotechnical data in provided report is not intended as representation or warranty of accuracy or continuity between soil borings.

B. Design Soil Bearing Pressure: 2,800 psf. (See Geotechnical report)

C. Existing Conditions: Drawings do not purport to show actual field dimensions, but are intended only to establish location and scope of Work. Field-verify dimensions and assume full responsibility for their accuracy.

2.01 FORM MATERIALS

A. Conform to ACI 301.

2.02 REINFORCING STEEL

A. Bars: ASTM A615-60.

2.03 CONCRETE MATERIALS

A. Cement: ASTM C150, normal - Type 1, Portland, grey color.

B. Fine and Coarse Aggregates: ASTM C33.

C. Water: Clean and not detrimental to concrete.

2.04 ADMIXTURES

A. Air Entrainment Admixture: ASTM C260.

2.05 CURING MATERIALS

A. Water: Clean and drinkable.

2.06 CONCRETE MIX

A. Mix: ASTM C94.

B. Foundation Concrete:

1. Compressive Strength (28 days): 4,000 psi.

2. Slump: 4 inch.

C. Add air entraining agent to mix for concrete exposed to freeze-thaw cycling.

3.01 DESIGN, MIXING, AND PLACING

A. Conform to ACI 318.

B. Do not use excavation walls to form vertical surfaces.

RIVAN 189740 03 31 20 - 3

C. Provide form on top of sloped surfaces steeper than 2.5:1.

3.02 CONCRETE WORK

A. Conform to ACI 318.

B. Finishes:

1. Formed Surfaces: Form finish.

2. Unformed Surfaces: Float finish.

3.03 FIELD QUALITY CONTROL

A. Concrete Sampling:

1. Provide 1 specimen (3 cylinders) for every 75 cubic yards of concrete placed or fraction thereof.

2. Provide a minimum of 1 specimen per day.

B. Concrete Testing:

1. Conduct compression testing of cylinders by independent testing laboratory approved by Engineer.

2. Provide written results of tests to Owner and Engineer.

C. Testing/Inspections per 01 45 10 Quality Control for Building Structures

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Water Distribution Systems – Revised per Addendum No.3

RIVAN 189740 33 11 00 - 1

SECTION 33 11 00

WATER DISTRIBUTION SYSTEMS

A. Section Includes:

1. Furnish and install all below-grade (buried) water main pipe, fittings, valves, and appurtenances complete with all assemblies and accessories, as specified herein at locations shown on the Drawings including all fittings, appurtenances and transition elements required for a complete and operable installation.

2. All buried pipe and fitting joints shall be fully restrained.

3. Pressure testing, disinfection and flushing of assembled piping systems.

B. Pipe Connections

1. It is the intent of these specifications to require all fittings, sleeves, appurtenances and other elements as may be necessary to make complete, fully restrained pipe and fitting connections as being incidental to the Work.

2. Notes on the Drawings regarding connections to existing and new pipelines shall be understood to require all fittings, sleeves, appurtenances and other elements necessary to make complete pipe connections be provided and installed incidentally to the Work.

3. All pipe joints shall be fully restrained.

4. No additional compensation will be allowed for materials and/or labor required to make complete, fully restrained pipe and fitting connections.

5. Test pits or “potholing” is required at all locations where work involving, or occurring near, existing pipelines or electrical will occur.

C. General Products Specified Herein

1. Water main pipe and fittings.

2. Valves and boxes.

3. Execution.

D. Related Sections:

1. Section 01 12 16 - Work Sequence

2. Section 31 23 33 - Trench Excavation and Backfill

E. Measurement and Payment:

1. All Work and costs of this Section shall be incidental to the Project and be included in the Lump Sum Bid amount.

2. No additional payment will be made for burying proposed water main greater than the 3.5 foot minimum depth.

A. ASTM:

1. A126 - Gray Iron Castings for Valves, Flanges, and Pipe Fittings

2. A307 - Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength

3. F593 - Stainless Steel Bolts, Hex Cap Screws, and Studs

4. F594 - Stainless Steel Nuts

B. ANSI/AWWA:

1. C105 - Polyethylene Encasement for Ductile -Iron Pipe Systems

2. C150/A21.50 - American National Standard for the Thickness Design of Ductile Iron Pipe.

3. C151/A21.51 - American National Standard for Ductile - Iron Pipe, Centrifugally Cast for Water or other Liquids

Water Distribution Systems - Revised per Addendum No.2

33 11 00 - 2 RIVAN 189740

4. C153/A21.53 - American National Standard for Ductile - Iron Compact Fittings, 3-inch through 64-inch, for Water Service

5. C502 - AWWA Standard for Dry-Barrel Fire Hydrants

6. C504 - AWWA Standard for Rubber - Seated Butterfly Valves

7. C515 - AWWA Standard for Reduced-Wall, Resilient-Seated Gate Valves, for Water Supply

Service

8. C600 - AWWA Standard for Installation of Ductile Iron Water Mains and their Appurtenances

1.03 SUBMITTALS

A. Submit Certificate of Compliance for products listed under Article 1.04.

B. Submit proposed method of joint conductivity.

C. Submit proposed pipe and pipe fitting restraint plan.

D. Submit flushing, testing and disinfection plans.

1. Plan for Disinfection Procedures, Including:

a. Methods, locations, and sequencing for all potable water piping systems.

b. Scheduling and testing in compliance with AWWA and Rivanna Water & Sewer Authority requirements.

c. Plan for Flushing Operations, including: Flushing water supply, flushing velocities, proper disposal of flushed and chlorinated water, and commissioning of water system.

d. Log of test results from an independent certified testing laboratory.

2. Plan for Hydrostatic Testing Procedures, Including:

a. Methods, locations, and sequencing for all required piping systems.

b. Scheduling and testing in compliance with AWWA and Rivanna Water & Sewer Authority requirements.

c. Report of test results.

E. Submit plans and schedules for pipe installation and water system connection work (by station numbers in increments) for Owner’s approval no later than 30 days prior to the proposed commencement of said work.

1.04 QUALITY ASSURANCE

A. Provide Certificates of Compliance from the manufacturer certifying that the following products meet the respective requirements listed in Article 1.02:

1. Pipes

2. Appurtenances

1.05 SEQUENCING AND SCHEDULING

A. Refer to Section 01 12 16 for discussions on potential Project sequencing and scheduling.

B. Notify Owners a minimum of 2 weeks, or other times as specified herein, prior to performing work.

C. All connection to…