B01 RFP Attachment J03 - 18-VA28 Technical Specifications.pdf

Prairie Village Sewer Renovations February 2022 Location: Anadarko, Oklahoma

Author: Dylan Lantis, E.I.T. Table of Contents File: Prairie Village Sewer Renovations 2021 Section 00 01 10.0000 Page 1 of 84

SECTION 00 01 01.0000

PROJECT TITLE PAGE

PRAIRIE VILLAGE SEWER REPLACEMENT

FOR THE

WICHITA AND AFFILIATED TRIBES

IN THE

CITY OF ANADARKO, OKLAHOMA

IHS PROJECT OK 18-V28

SPECIFICATIONS

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

OKLAHOMA CITY AREA INDIAN HEALTH SERVICE

DIVISION OF SANITATION FACILITIES CONSTRUCTION

Author: Dylan Lantis, E.I.T. Table of Contents File: Prairie Village Sewer Renovations 2021 Section 00 01 10.0000 Page 2 of 84

SECTION 00 01 10.0000

TABLE OF CONTENTS

SECTION NUMBER - TITLE

Section 00 01 00.0000 Project Title Page

Section 00 01 10.0000 Table of Contents

Section 01 11 00.0000 Summary of Work

Section 01 22 00.0000 Unit Prices

Section 01 33 00.0000 Submittal Procedures

Section 01 42 19.0000 Reference Standards

Section 01 43 00.0000 Quality Assurance

Section 01 77 00.0000 Closeout Procedures

Section 01 78 00.0000 Closeout Submittals

Section 01 78 36.0000 Warranties

Section 03 30 53.0000 Miscellaneous Cast in Place Concrete

Section 31 22 13.0000 Rough Grading

Section 31 22 16.0000 Fine Grading

Section 31 23 16.1300 Trenching

Section 31 23 23.1300 Backfill

Section 31 23 23.2300 Compaction

Section 32 92 00.0000 Turf and Grasses

Section 33 01 36.0000 Sanitary Sewer Main Cured-In-Place Pipe (CIPP)

Section 33 05 23.2000 Horizontal Boring and Casing

Section 33 31 00.0000 Individual Sanitary Sewerage Piping

Section 33 31 00.1300 Abandonment of Sewer Mains

Section 33 31 13.0000 Public Sanitary Utility Sewerage Piping

Section 33 39 13.0000 Sanitary Utility Sewerage Manholes, Frames, and Covers

Author: Dylan Lantis, E.I.T. Summary of Work File: Prairie Village Sewer Renovations 2021 Section 01 11.0000 Page 3 of 84

SECTION 01 11 00.0000

SUMMARY OF WORK

PART 1 GENERAL

1.01 SUMMARY

A. Provide the following to complete the work in these Specifications and Contract Drawings:

1. Tools.

2. Equipment.

3. Materials.

4. Labor.

5. Supplies.

6. Manufactured articles.

7. All transportation to complete the work.

8. Temporary facilities.

B. Incidentals Items: Furnish all work, materials, and services not expressly provided by others or not expressly called for in the contract, but which are necessary for the completion of the work.

1.02 SITE LOCATION

A. Location:

1. The project is located in the Prairie Village Housing area, in north Anadarko, Caddo County, Oklahoma. Prairie Village residential community is the neighborhood on the west side of HWY 281.

2. The neighborhood is along Prairie Village Avenue, Anadarko, OK, 73005.

3. Legal Description: NW/4, Section 15, Township 7N, Range 9 West, Caddo County, Oklahoma. 35.081097, -98.245175.

1.03 SUMMARY OF WORK TO BE DONE BY CONTRACTOR

A. Work shall include all or part of the following as specified in the bid schedule:

1.

(1,269 LF). Includes, all road bores, installation of steel casing and HDPE carrier sewer piping, abandonment of existing road crossing piping, installation of service lateral lines and risers and connections to existing service lines. This work also includes, disposal of removed and replaced gravity sewer at offsite location(s).

Author: Dylan Lantis, E.I.T. Summary of Work File: Prairie Village Sewer Renovations 2021 Section 01 11.0000 Page 4 of 84

2. Removal and replacement of 23 gravity sewer manholes. Includes installation of new frame and cover, concrete collars/risers and connections to sewer main. This work also includes, disposal of removed brick and mortar manholes offsite.

3. Installation of 2905 LF of Cure- In-sewer piping (VCP). Include pre and post installation closed circuit televising (CCTV) footage, inspection reports, and reinstatement of all active sewer lateral lines.

4. Installation of 2 one-way sewer-main cleanouts and 15 two-way sewer service cleanouts.

5. Site restoration of disturbed areas during construction. Includes top soiling, seeding and mulch, asphalt road restoration and curb and gutter repair as necessary.

6. Provide Record Drawings of the work completed to the Project Engineer/Oversight.

1.04 ADDITIONAL INFORMATION

A. For technical questions contact:

Please send all technical questions to the individuals listed in the solicitation

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

END OF SECTION

Author: Dylan Lantis, E.I.T. Unit Prices File: Prairie Village Sewer Renovations 2021 Section 01 22.0000 Page 5 of 84

SECTION 01 22 00.0000

UNIT PRICES

PART 1 GENERAL

1.01 SUMMARY

A. Work covered by this section includes the following:

1. Method of measurement.

2. Basis of payment.

1.02 PAYMENT

A. Payment is for completed and accepted work, including incidentals, performed in strict accordance with the drawings and specifications.

B. Unless otherwise noted, mobilization and demobilization of equipment are included in the bid price of each item.

C. Payment includes the following:

1. Mobilization and demobilization of equipment and materials.

2. Labor.

3. Materials.

4. Equipment.

5. Tools.

6. Testing equipment.

7. General requirements:

a. Submittals.

b. Record drawings.

c. Temporary facilities and controls.

d. Operation and maintenance manuals.

D. See individual sections for payment details.

PART 2 BID SCHEDULE ITEMS

A. Schedule A: Sewer Improvements

Author: Dylan Lantis, E.I.T. Unit Prices File: Prairie Village Sewer Renovations 2021 Section 01 22.0000 Page 6 of 84

1. Mobilization, Demobilization and Submittals

a. Measurement: Lump sum.

b. Basis of Payment: Includes compensation for mobilizing and demobilization equipment to and from the site, establishing a site office (as necessary), furnishing bonds and insurance, payment of applicable permits, and payment of all applicable state and federal taxes and duties. Includes all labor and materials for providing products submittal paperwork as required within specifications.

2.

a. Measurement: By the lineal foot based on the horizontal length installed and measured over the centerline of the pipe.

b. Basis of Payment: Includes all pipe, fittings, labor, tools, equipment and materials required to construct the sewer mains, including excavation, trenching, removal of nuisance water, removal and disposal of existing sewer mains, laying and jointing pipe, backfilling, flushing, testing, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material and all other incidentals required to complete the work as specified.

3. Removal and Disposal of Existing Brick Manholes

a. Measurement: Each.

b. Basis of Payment: Includes all labor, tools, equipment and materials required to remove and dispose of existing manholes identified within the plans. Includes excavation, trenching, removal of nuisance water, removal of frame and cover, cutting existing sewer main, and disposal of all rubble/materials associated within the removal of each manhole.

4. -40 - Bored

a. Measurement: By the lineal foot based on the horizontal length installed and measured over the centerline of the pipe.

b. Basis of Payment: Includes all materials, labor, tools, equipment and materials required to construct the bored casing and inserting of the carrier pipe. Payment includes but is not limited to clearing and grubbing, excavation, casing, boring, laying, jointing and inserting of sewer main, pipe spacers, backfill and compaction, in-place abandonment of existing sewer mains, pipe caps, flushing, material testing, pressure testing, removal and replacement of fences, culverts, protection and/or replacement or repair of utilities which may be impaired by work, disposal of excess excavated material, preparation of seed bed and seeding, and all other incidentals required to complete the work as specified. The carrier pipe shall be included in this price per lineal foot of bored casing.

5. Flowable Fill Concrete Mix for Pipe Abandonment

Author: Dylan Lantis, E.I.T. Unit Prices File: Prairie Village Sewer Renovations 2021 Section 01 22.0000 Page 7 of 84

a. Measurement: By the lineal foot based on the horizontal length of existing sewer main piping abandoned

b. Basis of Payment: Includes the concrete mix used to fill each existing 8-inch sewer mains that are to be abandoned-in-place.

6. -

a. Measurement: Each.

b. Basis of Payment: Includes manholes that are greater than 7 feet and less than 8 feet in depth, measured from the outlet invert to the top of the cover. Includes labor, tools, equipment, excavation, removal of nuisance water, backfill and compaction, manhole base, sections, sealing of joints, mastic seal, rubber coated steps, pipe boots, frame, cover, f manhole, channel forming, bedding, and all other incidentals which may be required to complete the work as specified.

7.

a. Measurement: By vertical foot beyond 8 feet, measured from the invert of the outlet pipe to the top of the cover.

b. Basis of Payment: Includes manholes that are more than 8 feet in depth, measured from the outlet invert to the top of the cover. Includes labor, tools, equipment, excavation, removal of nuisance water, backfill and compaction, manhole base, sections, rubber coated steps, pipe boots, frame, cover, channel forming, bedding, and all other incidentals which may be required to complete the work for the additional feet beyond the 8-foot depth as specified.

8. Shallow Precast

a. Measurement: Each.

b. Basis of Payment: Includes m in depth, measured from the outlet invert to the top of the cover. Includes labor, tools, equipment, excavation, removal of nuisance water, backfill and compaction, manhole base, sections, sealing of joints, mastic seal, rubber coated steps, pipe boots, frame, cover, channel forming, bedding, and all other incidentals which may be required to complete the work as specified.

9.

a. Measurement: Each.

b. Basis of Payment: Includes labor, tools, equipment, excavation, backfill and compaction, to connect proposed manholes to the existing 8-inch vitrified clay piping. Includes the provisions necessary for each 8-all other incidentals and labor required to complete the work as specified.

Author: Dylan Lantis, E.I.T. Unit Prices File: Prairie Village Sewer Renovations 2021 Section 01 22.0000 Page 8 of 84

10. Sewer Main Cleanout

a. Measurement: Each.

b. Basis of Payment: Includes excavation, backfill and compaction, labor, tools, equipment, sewer wye, riser pipe, fittings, concrete, frame, cover, and all other incidentals which may be required to complete the work as specified.

11. Two-Way Sewer Service Cleanout

a. Measurement: Each.

b. Basis of Payment: Includes excavation, backfill and compaction, labor, tools, equipment, sewer wye, riser pipe, fittings, concrete, frame, cover, and all other incidentals which may be required to complete the work as specified.

12. -in-Place-Pipe (CIPP) (incl. service line reinstatements)

a. Measurement: By the lineal foot based on the horizontal length installed and measured over the centerline of the pipe.

b. Basis of Payment: Includes labor, tools, equipment and materials required to construct the CIPP, including any excavation required, backfilling and compaction, by-pass pumping, public notification and interruption of service, cleaning, pre- CCTV inspection, resin impregnation and liner installation, Post-CCTV inspection, materials testing, reinstatement of service line laterals, and all other incidentals required to complete the work as specified.

13. Sewer Service

a. Measurement: Each.

b. Basis of Payment: Includes labor, tools, equipment and materials required to sewer wye branches and all other appurtenances necessary to make the wye connection to the sewer main, 4-inch PVC sewer riser piping and fittings, rebar restraints, fittings and piping for connections to existing service lines, and all other incidentals to complete the work as specified.

14. Connection to Existing Sewer System (East Side of MH#1)

a. Measurement: Each.

b. Basis of Payment: Includes labor, tools, equipment, excavation, backfill and compaction, to connect sewer system. Includes the provisions necessary for each 8-linear feet of 8 other incidentals and labor required to complete the work as specified.

Author: Dylan Lantis, E.I.T. Unit Prices File: Prairie Village Sewer Renovations 2021 Section 01 22.0000 Page 9 of 84

15. Site Restoration and Grading

a. Measurement: Lump Sum.

b. Basis of Payment: Full compensation for all labor, equipment and material needed to perform finish and rough grading to restore areas disturbed by related construction activities and all other incidentals required to complete the work as specified.

16. Topsoiling, Seeding and Mulch

a. Measurement: Lump Sum.

b. Basis of Payment: Full compensation for all labor, equipment and material needed to place seeding bed and topsoil, associated seeding, mulching and fertilizing, and all other incidentals necessary to fully restore the disturbed areas during construction.

PART 3 EXECUTION (not used).

Author: Dylan Lantis, E.I.T. SUBMITTAL PROCEDURES File: Prairie Village Sewer Renovations 2021 Section 01 33.00.0000 Page 10 of 84

SECTION 01 33 00.0000

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 SUMMARY

A. Section includes submittal procedures.

B. Related Requirements:

1. Section 01 78 00.0000 Closeout Submittals.

PART 2 PRODUCTS (Not Used).

PART 3 EXECUTION

3.01 SUBMITTAL PROCEDURES

A. The required submittals are listed in PART 2 PRODUCTS of each section.

B. Provide one copy of each submittal to the IHS Project Oversight.

1. Copies may be any one of the following:

a. Emailed:

1)

2) Scanned from hard copies (300 dpi black and white minimum).

b. Mailed.

To be provided at the time of award.

C. Identify each cut sheet or shop drawing with the following information:

1. Contract or Purchase Order number.

2. Supplier.

3. Specification Section number.

D. Submit the following information:

Author: Dylan Lantis, E.I.T. SUBMITTAL PROCEDURES File: Prairie Village Sewer Renovations 2021 Section 01 33.00.0000 Page 11 of 84

1.

AWWA standards).

2. Laboratory results.

3. Any other information necessary to show compliance with the specifications.

E. Identify variations from the Contract Documents and product or system limitations that may be detrimental to successful performance of the completed work.

F. Identify and re-submit all changes made since previous submittal.

G. Distribute copies of approved submittals to concerned parties, (i.e. suppliers, sub-contractors).

H. Communicate in writing any inability to comply.

I. Allow seven business days for submittal approval.

J.

Author: Dylan Lantis, E.I.T. REFERENCE STANDARDS File: Prairie Village Sewer Renovations 2021 Section 01 42.19.0000 Page 12 of 84

SECTION 01 42 19.0000

REFERENCE STANDARDS

PART 1 GENERAL

1.01 SUMMARY

A. Section includes:

1. Organizations, associations, or appropriate agencies with jurisdiction that have references, standards, laws, or regulations cited in these specifications.

1.02 REFERENCES, STANDARDS, LAWS, OR REGULATIONS CITED IN THESE

SPECIFICATIONS

A. Use latest revision of all references, standards, laws, or regulations.

1.03 LIST OF ORGANIZATIONS, ASSOCIATIONS & AGENCIES

A. National Standards Organizations & Associations

American Association of State Highway and Transportation Officials (AASHTO) 444 North Capital Street NW, Suite 249 Washington DC, 20001

(202) 624-5800 www.aashto.org

American Concrete Institute (ACI) ACI International PO Box 9094 Farmington Hills, Michigan 48333-9094

(810) 848-3700 www.aci-int.org

American Society for Testing and Materials (ASTM) 100 bar Harbor Drive West Conshohocken, Pa 19428-2959

(610) 832-9585 www.astm.org

American Water Works Association AWWA 6666 West Quincy Avenue Denver, CO 80235

(303) 794-7711 www.awwa.org

International Code Council 500 New Jersey Avenue, NW 6th Floor Washington, D.C. 20001

(202) 370-1800 www.iccsafe.org

National Electric Code (NEC) National Fire and Protection Association 1 Batterymarch Park Quincy, MA 02269-9959 1 888 632-2633 www.nec.com

1300 North 17th Street Rosslyn, VA 22209

(703) 841-3200 www.nema.org

National Sanitation Foundation, International 789 N. Dixboro Road Ann Arbor, MI 48105

(734) 769-8010 www.nsf.org

Plastics Pipe Institute 105 Decker Court Suite 825 Irving, TX 75062

(469) 499-1044 www.plasticpipe.org

333 Pfingston Road Northbrook, IL 60062

(847) 272-8800 www.ul.com

Author: Dylan Lantis, E.I.T. REFERENCE STANDARDS File: Prairie Village Sewer Renovations 2021 Section 01 42.19.0000 Page 13 of 84

B. Federal Agencies

Environmental Protection Agency (EPA) Region 6 1201 Elm Street Dallas, TX 75270 www.epa.gov

Occupational Health and Safety Administration Region 6 (OSHA) 525 Griffin Street, Suite 602 Dallas, TX 75202 www.osha.gov

C. State Agencies

Oklahoma Department of Environmental Quality 707 N. Robinson P.O. Box 1677

OKC, OK 73102-6010

www.deq.state.ok.us

Oklahoma Water Resources Board 3800 North Classen Blvd.

Oklahoma City, OK 73118 405-530-8800 www.owrb.ok.gov

D. Tribal Organizations

1. See Section 01 11 00.0000--Summary of Work for appropriate tribal contact regarding tribal laws and regulations (if any).

Author: Dylan Lantis, E.I.T. QUALITY ASSURANCE File: Prairie Village Sewer Renovations 2021 Section 01 43 00.0000 Page 14 of 84

SECTION 01 43 00.0000

QUALITY ASSURANCE

PART 1 GENERAL

1.01 SUMMARY

A. Section includes:

1. Pre-requisites and procedures to assure the quality of construction.

B. Related Requirements:

1. Section 01 78 36.0000 Warranties.

1.02 QUALITY ASSURANCE

A. Perform work under the direction of personnel licensed in the state in which construction is located and where licensing of the trade is regulated by the state including the following:

1. Plumbing.

2. Rock blasting.

3. Electrical work.

B. Control Of Installation:

1. Perform work in accordance with the specifications.

2. instructions.

C. the Contracting Officer and IHS Project Oversight before proceeding.

D. Correct defective work to conform to the applicable specification.

E. Manufacture :

1. Provide reports of observations and documentation of workmanship to the IHS Project Oversight

Author: Dylan Lantis, E.I.T. QUALITY ASSURANCE File: Prairie Village Sewer Renovations 2021 Section 01 43 00.0000 Page 15 of 84

1.03 DELIVERY, STORAGE, AND HANDLING

A. Inspect materials for acceptability when delivered to the site.

B. Store and handle materials to prevent damage.

1.04 WARRANTY

A. Provide a minimum one-year warranty for all materials and labor, covering defects in the materials or deficiencies resulting from contractor installation.

B. Provide additional warranties as required by other sections.

PART 2 PRODUCTS (not used).

PART 3 EXECUTION (not used).

Author: Dylan Lantis, E.I.T. CLOSEOUT PROCEDURES File: Prairie Village Sewer Renovations 2021 Section 01 77 00.0000 Page 16 of 84

SECTION 01 77 00.0000

CLOSEOUT PROCEDURES

PART 1 GENERAL

1.01 SUMMARY

A. Section includes information on closeout procedures and site cleanup.

B. Related Requirements:

1. Section 01 78 00.0000 Closeout Submittals.

1.02 ADMINISTRATIVE REQUIREMENTS

A. Final Inspection:

1. Notify the IHS Project Oversight that work is complete and ready for Final Inspection.

2. The IHS Project Oversight shall schedule the Final Inspection at a day and time convenient to all parties.

3. Provide Warranties, O&M Manuals, and Record Drawings at the Final Inspection.

1.03 SITE CONDITIONS

A. Complete clean up before the Final Inspection.

B. Remove waste and erosion control devices, surplus materials, rubbish, and construction facilities from the site.

C. Punch List:

1. The IHS Project Oversight shall provide a letter to the Contractor and Contracting Officer listing the deficiencies noted during the Final Inspection

2. Correct the deficiencies in conformance with the Specifications and Contract Drawings.

3. Final payment will be withheld until all deficiencies are corrected

PART 2 PRODUCTS (not used)

PART 3 EXECUTION (not used)

January 2022 Location: Anadarko, Oklahoma

Author: Dylan Lantis, E.I.T. CLOSEOUT SUBMITTALS File: Prairie Village Sewer Renovations 2021 Section 01 78 00.0000 Page 17 of 84

SECTION 01 78 00.0000

CLOSEOUT SUBMITTALS

PART 1 GENERAL

1.01 SUMMARY

A. Section includes:

1. The requirements for closeout submittals including:

a. Record drawings (as-builts)

b. Warranty information

c. General operation and maintenance information (if applicable)

B. Related Requirements:

1. Section 01 33 00.0000 Submittal Procedures.

2. Section 01 77 00.0000 Closeout Procedures.

3. Section 01 78 36.0000 Warranties.

4. Section 33 31 00.0000 Individual Sanitary Sewerage Piping.

1.02 DELIVERY

A. Provide all closeout submittals meeting this specification and specific requirements of each section.

1. Closeout submittals shall be received in required form.

2. Closeout submittals shall be received before final payment is made.

1.03 DEFINITIONS

A. howing:

1. The actual installation of facilities.

2. Changes from the plans with enough detail so that the facility can readily be located.

B. Ties: Measurements from permanent easily located objects to an installed object.

PART 2 PRODUCTS (not used)

PART 3 EXECUTION

3.01 RECORD DRAWINGS

Author: Dylan Lantis, E.I.T. CLOSEOUT SUBMITTALS File: Prairie Village Sewer Renovations 2021 Section 01 78 00.0000 Page 18 of 84

A. Provide record data in one of the following manners:

1. On a set of project drawings, neatly draw swing tie measurements and changes.

2. On separate 8½ by 11 sheets, neatly draw site sketches, structure sketches, etc., indicating the necessary information.

B. Provide three swing tie measurements to all buried utility objects that may need to be located in the future, including the following:

1. Cleanouts.

2. Sewer wyes.

3. Utility crossings.

4. Manholes and access covers.

C. Provide offset measurements and depths for buried utilities (e.g. water main) installed parallel to roads.

1. Elevations of pipe entering and leaving structures.

2. Other elevations indicated on profiles.

D. Provide installed bid schedule items quantities for individual facilities on 8½ X 11 sheets.

1. The IHS Project Oversight may supply standard IHS forms for use by the Contractor.

3.02 WARRANTIES

A. Submit all applicable warranty information regarding the materials installed in conformance with Section 01 78 36.0000 Warranties.

B. Minimum warranty information is listed in Section 01 43 00 Quality Assurance.

Author: Dylan Lantis, E.I.T. WARRANTIES File: Prairie Village Sewer Renovations 2021 Section 01 78 36.0000 Page 19 of 84

SECTION 01 78 36.0000

WARRANTIES

PART 1 GENERAL

1.01 SUMMARY

A. Section includes:

1. Preparation and submittal.

2. Time and schedule of submittals.

B. Related Requirements:

1. Section 01 78 00.0000 - Closeout Submittals.

PART 2 PRODUCTS (not used)

PART 3 EXECUTION

3.01 PREPARATION OF SUBMITTALS

A. Obtain warranties from responsible subcontractors, suppliers, and manufacturers within ten business days after completion of the application work or installation of the applicable item.

B. Unless otherwise modified by the IHS Project Oversight, the warranty date is the Date of Substantial Completion.

C. Verify that documents contain full information required.

D. Specifically identify the warranty expiration date for each submittal. Retain warranties for the time specified for that submittal.

E. Submit under provisions of Section 01 78 00.0000 - Closeout Submittals.

3.02 TIME OF SUBMITTAL

A. Submit documents at the Final Insepection.

B. List the date of acceptance as the beginning of the warranty period.

Author: Dylan Lantis, E.I.T. MISCELLANOUS CAST-IN-PLACE CONCRETE File: Prairie Village Sewer Renovations 2021 Section 03 30 53.0000 Page 20 of 84

SECTION 03 30 53.0000

MISCELLANEOUS CAST-IN- PLACE CONCRETE

PART 1 GENERAL

1.01 SUMMARY

A. This section includes provisions for miscellaneous cast-in-place concrete.

B. Related Requirements:

1. Section 33 31 00.0000 Individual Sanitary Sewerage Piping.

2. Section 33 39 13.0000 Sanitary Utility Sewerage Manholes, Frames, and Covers.

1.02 PRICE AND PAYMENT PROCEDURE

A. The cost of the concrete is incidental to the item installed.

1. There is no separate payment for the concrete.

1.03 REFERENCES

A. ACI 301 Specifications for Structural Concrete.

B. ASTM C33 Standard Specification for Concrete Aggregates.

C. ASTM C94 Standard Specification for Ready Mix Concrete.

D. ASTM C144 Standard Specification for Mortar Aggregate.

E. ASTM C150 Standard Specification for Portland Cement.

F. ASTM A185 Welded Steel Wire Fabric, Plain for Concrete Reinforcement.

G. ASTM A615 Deformed and Plain Billet-Steel Bars for Concrete Reinforcement.

1.04 QUALITY ASSURANCE

A. Obtain cement and aggregate from the same source for all work.

B. Perform work in accordance with ACI 301.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Delivery:

1. Ready Mix Concrete:

Author: Dylan Lantis, E.I.T. MISCELLANOUS CAST-IN-PLACE CONCRETE File: Prairie Village Sewer Renovations 2021 Section 03 30 53.0000 Page 21 of 84

a. Deliver and mix in accordance with ASTM C94.

B. Storage:

1. Prevent deterioration or intrusion of foreign matter.

PART 2 PRODUCTS

2.01 MATERIALS

A. Cement: ASTM C150, Portland Cement Type I.

B. Aggregates shall be clean, hard, tough, water sound and free of deleterious substances.

C. Mixing Water

1. Use potable water unless approved by IHS Project Oversight.

2.02 QUALITY CONTROL

A. Provide a compressive strength of 2,500 psi at 28 days unless otherwise noted on the Drawings.

PART 3 EXECUTION

3.01 PREPARATON

A. Forms:

1. Conform to shapes, lines and dimensions of members as called for on the plans.

2. Sufficiently tight to prevent leakage of concrete.

3. Properly brace and tie.

B. Remove excess water before concrete is placed.

C. Moisten subgrade before placing concrete.

D. For job mixed concrete:

1. Mix the materials until they are uniformly distributed.

3.02 INSTALLATION

A. PLACING CONCRETE AROUND PROPOSED MANHOLES

1. Place concrete around the entire circumference of manhole frame extending 6-inches about finished grade.

Author: Dylan Lantis, E.I.T. MISCELLANOUS CAST-IN-PLACE CONCRETE File: Prairie Village Sewer Renovations 2021 Section 03 30 53.0000 Page 22 of 84

2. Remove supporting forms and shoring after members have acquired sufficient strength to support their weight and imposed loads safely.

3. Concrete temperature shall not be less than 45 degrees Fahrenheit at the time of placement.

a. Do not heat aggregates and water used for mixing to a temperature exceeding 120 degrees Fahrenheit.

3.03 PROTECTION

1. Maintain concrete temperature of not less than 45 degrees Fahrenheit, or more than 70 degrees Fahrenheit, for a period of four days.

2. Do not add chemical or other foreign material to the concrete mix.

Author: Dylan Lantis, E.I.T. ROUGH GRADING File: Prairie Village Sewer Renovations 2021 Section 31 22 13.0000 Page 23 of 84

SECTION 31 22 13.0000

ROUGH GRADING

PART 1 GENERAL

1.01 SUMMARY

A. Section includes:

1. Rough and finished site grading of areas disturbed during construction.

2. Related requirements:

a. Section 31 23 16.1300 Trenching.

1.02 MEASUREMENT AND PAYMENT

A. Work is incidental to buried utilities.

B. No separate payment will be made.

PART 2 PRODUCTS (Not applicable)

PART 3 EXECUTION

3.01 ROUGH GRADING

A. Grade site to prevent surface water from flowing into excavations and trenches.

B. Maintain existing drainage.

C. Remove any water accumulated in the excavation by pumping or other approved method.

D. If sub-

Author: Dylan Lantis, E.I.T. FINE GRADING File: Prairie Village Sewer Renovations 2021 Section 31 22 16.0000 Page 24 of 84

SECTION 31 22 16.0000

FINE GRADING

PART 1 - GENERAL

1.01 SUMMARY

A. Section includes:

1. Fine site grading of areas disturbed during construction.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.01 FINE GRADING

A. Grade after all structures and piping are installed.

B. Grade site to true grades as shown on the plans.

C. Ensure that drainage is away from structures.

D. Dress and trim all slopes for a uniform and smooth appearance.

Author: Dylan Lantis, E.I.T. TRENCHING File: Prairie Village Sewer Renovations 2021 Section 31 23 16.1300 Page 25 of 84

SECTION 31 23 16.1300

TRENCHING

PART 1 GENERAL

1.01 SUMMARY

A. Section includes:

1. Trenching necessary for the construction of the facilities as indicated on the drawings including, but not limited to, the following:

a. Water mains and service lines.

b. Sewer mains and service lines.

B. Related Requirements:

1. Section 31 22 13.0000 Rough Grading.

2. Section 31 22 16.0000 Fine Grading.

3. Section 31 23 16.1300 Trenching.

4. Section 31 23 16.2600 Rock Removal.

5. Section 31 23 23.1300 Backfill.

6. Section 31 23 23.2300 Compaction.

1.02 MEASUREMENT AND PAYMENT

A. Trenching is incidental to installation of buried utilities.

B. No separate payment will be made.

1.03 REFERENCES

A. Reference latest manual revision or ASTM standard.

B. ASTM D698 Test Method for Laboratory Compaction Characteristic of Soil Using Standard Effort.

C. ASTM D1556 Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method.

D. ASTM D2922 Test Method for Density of Soil and Soil Aggregate in Place by Nuclear Methods.

E. ASTM D2487 Classification of Soils for Engineering.

Author: Dylan Lantis, E.I.T. TRENCHING File: Prairie Village Sewer Renovations 2021 Section 31 23 16.1300 Page 26 of 84

F. ASTM D3017 Test Method for Water Content of Soil and Rock in Place by Nuclear Methods.

1.04 SUBMITTALS (if required)

A. Barricades and lights

B. Shoring

1.05 DEFINITIONS

A. Soil Materials as summarized in the following table and defined in ASTM D2321 and ASTM D2487.

Description and Comparison of Soil Material Classifications

ASTM D2321 ASTM D2487

Class Type

USCS

Group Symbol Description

IA Manufactured aggregates: ¼ to 1 ½ inch open graded, clean.

* None

IB Manufactured aggregates: ¼ to 1 ½ inch dense graded, clean.

* None

II

Coarse sands and gravels with maximum particle size of 1 ½ inch clean.

GW Well-graded gravels and gravel-sand mixtures; little or no fines.

GP Poorly graded gravels and gravel sand mixtures little or no fines.

SW Well-graded sands and gravelly sands; little or no fines.

SP Poorly graded sands and gravelly sands; little or no fines

Coarse sands and gravels with maximum particle size of 1 ½ inch, borderline clean.

GW-GC

SP-SM

Etc.

Sands and gravels which are borderline between clean and with fines

III

Fine sand and clayey gravels.

GM Silty gravels, gravel-sand-silt mixtures.

GC Clayey gravels, gravel-sand-clay mixtures SM Silty sands, sand-silt mixtures SC Clayey sands, sand-clay mixtures

IV

Fine grained soils (inorganic)

ML Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, silts with slight plasticity

CL Inorganic clays of low to medium plasticity, gravely clays, sandy clays, silty clays, lean clays

MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts

CH Inorganic clays of high plasticity, fat clays.

V

Organic soils OL Organic silts and organic silty clays of low plasticity OH Organic clays of medium to high plasticity, organic silts PT Peat and other high organic soils

* USCS system is limited to naturally occurring soils. Manufactured aggregates not covered.

PART 2 PRODUCTS (Not Used)

Author: Dylan Lantis, E.I.T. TRENCHING File: Prairie Village Sewer Renovations 2021 Section 31 23 16.1300 Page 27 of 84

PART 3 EXECUTION

3.01 GENERAL

A. Conform to recommended safety standards, identified, but not limited to, OSHA 1910 and 1926.

B. No workers may enter any trench or excavation without the prior approval of the Competent Person on site.

C. Obtain all permits from appropriate road agency for construction within road right of way.

D. Repair damage resulting from settlement, slides, cave-ins, water pressure, and other causes.

E. Provide adequate signs, barricades, fences, and amber lights and take all necessary precautions to protect the work and the safety of the public in all construction areas.

1.

Traff

2. Protect barricades and obstructions at night by amber signal lights that burn from sunset to sunrise.

3. Barricades

a. White or with reflective paint to increase their visibility at night.

b. Commercial grade.

4. Minimize obstruction to traffic and inconvenience to the public and residents near the work.

F. Road, Driveway, and Sidewalk Crossing:

1. Comply with all construction and material requirements of roadway authorities having jurisdiction.

2. Maintain one open lane of traffic at all times.

3.02 PREPARATION

A. Layout and Staking:

1. Lines staked by the Indian Health Service

2. Notify the Project Engineer at least 2 business days in advance of the times and places that stakes and benchmarks will be required.

3. Preserve stakes and benchmarks when set. Re-staking for disturbed or displaced stakes at

B. Close no road or street without permission of the proper authority.

C. Keep fire hydrants accessible.

Author: Dylan Lantis, E.I.T. TRENCHING File: Prairie Village Sewer Renovations 2021 Section 31 23 16.1300 Page 28 of 84

D. Ensure that gutters, sewer inlets, drainage, and irrigation ditches are kept functional.

3.03 PROTECTION OF EXCAVATION

A. Provide suitable sheathing, shoring, and/or bracing to:

1. Prevent excavation from caving.

2. Provide safe working conditions to protect workers and property.

B. Repair damage resulting from settlement, slides, cave-ins, and water infiltration at

3.04 GENERAL EXCAVATION

A. Excavate by open cut method unless otherwise approved by the Project Engineer or as required by applicable encroachment permits.

B. Remove trees and stumps from excavation.

C. Remove and stockpile existing topsoil and suitable backfill.

D. Dispose of unsuitable backfill at location determined by City of Anadarko or as approved by the Project Engineer.

E. Dispose of excess material, including rock, broken concrete and bituminous materials, debris, at location determined by City of Anadarko or as approved by the Project Engineer.

3.05 PIPE LINE EXCAVATION

A. Install facilities as staked unless otherwise approved by Project Engineer.

B. Maintain surface drainage away from trenching or excavation.

1. Conform to Section 31 22 13.0000 - Rough Grading.

3.06 TRENCHING

A. Bottom width: No less than 12 inches or more than 24 inches wider than the outside diameter of the pipe.

B. Remove large stones, ledge rock, and boulders to provide a 4-inch minimum clearance for all pipes.

C. Keep walls as nearly vertical as soil conditions permit below the top of pipe.

D. Trench width above pipe may be as wide as required for shoring and sheeting, and proper installation of work.

E. Ensure trench is on proper alignment and center pipe within the trench.

F. Depth: Provide minimum cover identified in the specifications, or to depths shown on drawings.

Author: Dylan Lantis, E.I.T. TRENCHING File: Prairie Village Sewer Renovations 2021 Section 31 23 16.1300 Page 29 of 84

G. Accurately shape bottom of trench to provide uniform bearing and support for pipe.

H. Excavate bell holes and depressions for joints after bottom of trench is graded.

1. Excavate bell holes and depressions to the minimum length, depth, and width required to make the particular joint.

3.07 REMOVAL OF NUISANCE WATER

A. Remove nuisance water entering the trenches. Nuisance water that can be removed through the use of sump or trash pumps is not considered dewatering.

B. Keep trenches free from water until the facilities are in place, sealed against the entrance of water, and backfill has been placed and compacted above the water level.

3.08 LOCATE EXISTING UTILITIES

A. Locate all existing underground utilities.

1. - -

2.

3.09 UTILITY CONFLICTS

A. Protect existing utilities from damage during excavation and backfilling operations.

B. Provide temporary support for existing water, gas, telephone, power, or other utility services that cross the trench, until backfilling operations have reached the elevation of the utility being crossed.

1. Compact backfill to 95% of Standard Proctor Density under disturbed utilities.

2.

C. Pipe separation.

1. Horizontal Separation from existing or proposed mains:

a. Maintain a 10-foot horizontal separation (O.D. to O.D.) for the following:

1) Water mains

2) Sewer mains

3) Storm sewers

4) Raw water lines

5) Oil and gas lines

6) Buried electric cables

b. Maintain a 15-foot horizontal separation for the following:

1) All parts of septic tanks

2) Absorption fields

3) Any other sewage treatment and disposal systems.

Author: Dylan Lantis, E.I.T. TRENCHING File: Prairie Village Sewer Renovations 2021 Section 31 23 16.1300 Page 30 of 84

c. Maintain a 50-foot horizontal separation from any gas storage tank.

d. Any deviation must be approved in advance by the Project Engineer and permitting authority.

2. Vertical Separation

a. Vertical crossing with the water main above the sewer main:

1) Maintain a minimum 24-inch vertical separation (O.D. to O.D.) for crossing mains.

2) Lay pipe with joints equidistant from the point of crossing.

b. Vertical crossing with the water main below the sewer main.

1) Maintain a minimum 24-inch vertical separation (O.D. to O.D.) for crossing mains.

2) No sewer line joint closer than 9 feet from the water line.

3) Provide adequate support to prevent damage to the water main.

c. If it is impossible to meet any of the above separation distances and deviations, the following method must be adhered to:

1) Sewer main must be constructed to water main pressure pipe standards, and successfully pass a 150-psi pressure test prior to backfilling.

D. Water and sewer service crossing and parallel installation.

1. Maintain a 30-inch horizontal separation from water and sewer services.

2. Maintain a 12-inch vertical separation for crossing water and sewer services.

3. Water service line splices or joints will not be permitted within 10 feet of a sewer line crossing.

3.10 MOVING FENCES AND MINOR STRUCTURES

A. Remove and reset culverts, drainage pipes, or other minor structures that fall within the alignment of the new construction. Restore to their original location and grade or where the City or Project Oversight request.

B. Visit the project site and determine actual conditions with regard to the existence of old car bodies, fences, driveways, trees, stumps, brush, sidewalks, approaches, and other miscellaneous obstacles to construction.

1. No separate payment will be made for the removal or replacement of these items.

Author: Dylan Lantis, E.I.T. TRENCHING File: Prairie Village Sewer Renovations 2021 Section 31 23 16.1300 Page 31 of 84

Author: Dylan Lantis, E.I.T. BACKFILL File: Prairie Village Sewer Renovations 2021 Section 31 23 23.1300 Page 32 of 84

SECTION 31 23 23.1300

BACKFILL

PART 1 GENERAL

1.01 SUMMARY

A. Section includes:

1. Backfill necessary for the construction of the facilities as indicated on the plans including, but not limited to water mains and service lines, sewer mains and service lines, concrete manholes, septic tanks, and other structures.

B. Related Requirements:

1. Section 31 22 13.0000 Rough Grading.

2. Section 31 22 16.0000 Fine Grading.

3. Section 31 23 16.1300 Trenching.

4. Section 31 23 16.2600 Rock Removal.

1.02 MEASUREMENT AND PAYMENT

A. Backfilling is incidental to installation of buried utilities.

B. No separate payment will be made.

1.03 REFERENCES

A. Reference latest manual revision or ASTM standard.

B. Manual on Uniform Traffic Control Devices.

C. ASTM D698 Test Method for Laboratory Compaction Characteristic of Soil Using Standard Effort.

D. ASTM D1556 Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method.

E. ASTM D2922 Test Method for Density of Soil and Soil Aggregate in Place by Nuclear Methods.

F. ASTM D2487 Classification of Soils for Engineering.

G. ASTM D3017 Test Method for Water Content of Soil and Rock in Place by Nuclear Methods.

1.04 SUBMITTALS (if required)

A. Barricades and lights.

Author: Dylan Lantis, E.I.T. BACKFILL File: Prairie Village Sewer Renovations 2021 Section 31 23 23.1300 Page 33 of 84

B. Shoring.

C. Imported bedding material.

1.05 DEFINITIONS

A. Soil Materials as summarized in the following table and defined in ASTM D2321 and ASTM D2487.

Description and Comparison of Soil Material Classifications

ASTM D2321 ASTM D2487

Class Type

USCS

Group Symbol Description

IA Manufactured aggregates: ¼ to 1 ½ inch open graded, clean.

* None

IB Manufactured aggregates: ¼ to 1 ½ inch dense graded, clean.

* None

II

Coarse sands and gravels with maximum particle size of 1 ½ inch clean.

GW Well-graded gravels and gravel-sand mixtures;

little or no fines.

GP Poorly graded gravels and gravel sand mixtures little or no fines.

SW Well-graded sands and gravelly sands; little or no fines.

SP Poorly graded sands and gravelly sands; little or no fines

Coarse sands and gravels with maximum particle size of 1 ½ inch, borderline clean.

GW-GC

SP-SM

Etc.

Sands and gravels which are borderline between clean and with fines

III

Fine sand and clayey gravels.

GM Silty gravels, gravel-sand-silt mixtures.

GC Clayey gravels, gravel-sand-clay mixtures SM Silty sands, sand-silt mixtures SC Clayey sands, sand-clay mixtures

IV

Fine grained soils (inorganic)

ML Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, silts with slight plasticity

CL Inorganic clays of low to medium plasticity, gravely clays, sandy clays, silty clays, lean clays

MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts

CH Inorganic clays of high plasticity, fat clays.

V

Organic soils

OL Organic silts and organic silty clays of low plasticity

OH Organic clays of medium to high plasticity, organic silts

PT Peat and other high organic soils

* USCS system is limited to naturally occurring soils. Manufactured aggregates not covered.

PART 2 PRODUCTS

2.01 BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIAL

Author: Dylan Lantis, E.I.T. BACKFILL File: Prairie Village Sewer Renovations 2021 Section 31 23 23.1300 Page 34 of 84

A. Class I, Class II or Class III, utilized in accordance with restrictions described in Part 3 - Execution.

PART 3 EXECUTION

3.01 GENERAL

A. Conform to recommended safety standards, identified, but not limited to, OSHA 1910 and 1926.

B. No workers may enter any trench or excavation without the prior approval of the Competent Person on site.

C. Obtain all permits from appropriate road agency for construction within road right of way.

D. Repair damage resulting from settlement, slides, cave-ins, water pressure, and other causes.

E. Provide adequate signs, barricades, fences, and amber lights and take all necessary precautions to protect the work and the safety of the public in all construction areas.

1.

2. Protect barricades and obstructions at night by amber signal lights that burn from sunset to sunrise.

3. Barricades

a. White or with reflective paint to increase their visibility at night.

b. Commercial grade.

4. Minimize obstruction to traffic and inconvenience to the public and residents near the work.

F. Road, Driveway, and Sidewalk Crossing:

1. Comply with all construction and material requirements of roadway authorities having jurisdiction.

2. Maintain one open lane of traffic at all times.

3.02 PREPARATION

A. Close no road or street without permission of the proper authority.

B. Keep fire hydrants accessible.

C. Insure that gutters, sewer inlets, drainage, and irrigation ditches are kept functional.

3.03 PROTECTION OF EXCAVATION

A. Provide suitable sheathing, shoring, and/or bracing to conduct the following:

Author: Dylan Lantis, E.I.T. BACKFILL File: Prairie Village Sewer Renovations 2021 Section 31 23 23.1300 Page 35 of 84

1. Prevent excavation from caving.

2. Provide safe working conditions to protect workers and property.

B. Repair damage resulting from settlement, slides, cave-ins, and water infiltration at

3.04 BEDDING

A. If existing soil cannot provide uniform, stable bearing support, over-excavate 4 inches below bottom of pipe or structure.

B. Embedment and the backfill up to 4 inches above the pipe crown shall be done in the presence of the Project Engineer or his/her representative.

1. Violation of this provision will require the removal and replacement of the backfill at Contract

C. Compact in lifts not to exceed 6 inches in loose measure.

D. Utilize Class I, II, or III materials as appropriate for bedding as listed in the following table.

Use of Soils and Aggregate for Bedding

Class IA Class IB Class II Class III General Excellent pipe support. Excellent drainage.

Excellent pipe support. Good drainage. Minimizes migration of adjacent material.

Good pipe support. Fair drainage.

Reasonable pipe support. Poor drainage

Compaction Not required Not required Required 85% of Standard Proctor.

Required 90% of Standard Proctor.

Wet Conditions (below current or future water table). Rock Cuts

Acceptable. Must use same material for Haunching.

Acceptable. Must use same material for Haunching.

Acceptable. Clean groups only suitable for drainage blanket.

Not- Acceptable

Dry Conditions Acceptable Acceptable Acceptable Acceptable

3.05 HAUNCHING AND INITIAL BACKFILL

A. General

1. Provide imported backfill if native soil is unsuitable for haunching and initial backfill.

a. Unsuitable native soil id defined as solid or loose rock, dry or frozen lumps greater than ¾ inches in diameter (in any dimension), or containing organic material, or any other material that could damage the pipe.

2. Provide complete and uniform bearing and support for the pipe, including allowance for bell holes, or structure.

3. Work material under and around the pipe to ensure full pipe support.

Author: Dylan Lantis, E.I.T. BACKFILL File: Prairie Village Sewer Renovations 2021 Section 31 23 23.1300 Page 36 of 84

4. Hand tamp to prevent movement of the pipe during placement of material.

5. Compact in lifts not to exceed 6 inches in loose measure.

6. Avoid contact between the pipe and compaction equipment.

B. Utilize Class I, II, or III materials as appropriate for haunching and initial backfill as listed in the following table. No frozen materials or frozen clods will be permitted.

Use of Soils and Aggregate for Haunching and Initial Backfill Class IA Class IB Class II Class III

General Excellent pipe support. Excellent drainage. Install to above the pipe crown.

Excellent pipe support. Good drainage. Minimizes migration of adjacent material. Install to a the pipe crown.

Good pipe support. Fair drainage. Install and compact to a above the pipe crown.

Reasonable pipe support. Poor drainage. Install and compact to a above the pipe crown.

Compaction Not required Not required Required 85% of Standard Proctor.

6-inch maximum lifts.

Required 90% of Standard Proctor.

6-inch maximum lifts.

Wet Conditions (below current or future water table). Rock Cuts

Acceptable. Must use same material for Bedding.

Extend Haunching to the top crown of the pipe.

Acceptable. Must use same material for Bedding. Extend Haunching to the top crown of the pipe.

Acceptable. Clean groups only suitable for drainage.

Not- Acceptable

Dry Conditions Acceptable Acceptable Acceptable Acceptable

3.06 FINAL BACKFILL

A. Provide imported backfill if native soil is unsuitable for final backfill.

1. Unsuitable native soil is defined as solid or loose rock, dry or frozen lumps greater than 6 inches in diameter (in any dimension) or containing organic material, or any other material that could damage the pipe.

B. Backfill remainder of excavation with native material, free from large clods, large stones, organic material or frost chunks.

C. Compact in 12-inch, loose measure, lifts to a density not less than the density of the surrounding undisturbed soil.

1. Provide 30 inches (minimum) of backfill over the pipe before wheel loading the trench.

2. Wheel roll and mound except as otherwise required by the applicable roadway authority or permits.

D. Backfill and compact around manholes, valve boxes, and other appurtenances in 12-inch, loose measure lifts.

Author: Dylan Lantis, E.I.T. BACKFILL File: Prairie Village Sewer Renovations 2021 Section 31 23 23.1300 Page 37 of 84

1. Compact with a mechanical tamper to a density not less than 90% of the maximum dry density, determined by ASTM D 698.

E. Repair any trenches improperly backfilled or where settlement occurs, then refill and compact.

F. Restore surface to the required grade and compaction. Conform to Section 31 22 16.0000 Fine Grading.

G. Remove all surplus backfill materials to location determined by City of Anadarko or as approved by the Project Engineer.

3.07 REMOVAL OF NUISANCE WATER

A. Remove nuisance water entering the trenches. Nuisance water that can be removed through the use of sump or trash pumps is not considered dewatering.

B. Keep trenches free from water until the facilities are in place, sealed against the entrance of water, and backfill has been placed and compacted above the water level.

3.08 UTILITY CONFLICTS

A. Protect existing utilities from damage backfilling operations.

B. Provide temporary support for existing water, gas, telephone, power, or other utility services that cross the trench, until backfilling operations have reached the elevation of the utility being crossed.

1. Compact backfill to 95% of Standard Proctor Density under disturbed utilities.

2.

Author: Dylan Lantis, E.I.T. COMPACTION File: Prairie Village Sewer Renovations 2021 Section 31 23 23.2300 Page 38 of 84

SECTION 31 23 23.2300

COMPACTION

PART 1 - GENERAL

1.01 SUMMARY

A. Section includes:

1. Compaction of excavations, trenching, and backfill necessary for the construction of the facilities as indicated on the drawings including, but not limited to water mains and service lines, sewer mains and service lines, concrete manholes, septic tanks, and other structures.

B. Related Requirements

1. Section 31 22 16.00 Fine Grading.

2. Section 31 23 16.1300 Trenching.

3. Section 31 23 16.2600 Rock Removal.

4. Section 31 23 23.1300 Backfill.

1.02 MEASUREMENT AND PAYMENT

A. Compaction is incidental to installation of buried utilities.

B. No separate payment will be made.

1.03 REFERENCES

A. Reference latest manual revision or ASTM standard.

B. ASTM D698 Test Method for Laboratory Compaction Characteristic of Soil Using Standard Effort.

C. ASTM D1556 Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method.

D. ASTM D698 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort.

E. ASTM D2922 Test Method for Density of Soil and Soil Aggregate in Place by Nuclear Methods.

F. ASTM D2487 Classification of Soils for Engineering.

G. ASTM D3017 Test Method for Water Content of Soil and Rock in Place by Nuclear Methods.

1.04 SUBMITTALS (NOT REQUIRED)

Author: Dylan Lantis, E.I.T. COMPACTION File: Prairie Village Sewer Renovations 2021 Section 31 23 23.2300 Page 39 of 84

1.05 DEFINITIONS

A. Soil Materials as…