J.2_FishlakeWS.P1.Specs.Final.04.13.2023.pdf

FINAL – 4/13/2023

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-1

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

GAOA FISHLAKE CAMPGROUND WATER SYSTEM DEFERRED MTNC PHASE 1

Final – 4/13/2023

1.1 SCOPE OF CONTRACT

A. This project includes work at two sites:

B. The work at Maple Grove Campground includes:

1. Installation of new equipment and plumbing in an existing utility box, including a chlorinator and surge tank

2. Installation of a new inlet valve on an existing underground water storage tank.

C. The work at Fish Lake Basin includes:

1. Removal and disposal of existing water meters

2. Installation of a new automatic meter reading (AMR) system, including water meters, utility boxes, related plumbing work and radios

3. Furnishing a new handheld receiving unit

4. Installing a new section of buried waterline.

D. Quantities associated with these options are identified in the Schedule of Items.

1.2 PROJECT LOCATION

A. The work shall be performed at two project locations:

B. Maple Grove Campground: The Project is located on the Fillmore District of the Fishlake National Forest, Millard County, Utah. GPS Coordinates: 39.017276°, -112.089189°.

It is located approximately 29 miles by road north of Richfield, Utah. From Interstate 70, the project may be accessed via Utah road 50 and Maple Grove Road.

C. Fish Lake Basin: The Project is located on the Fremont District of the Fishlake National Forest, Sevier County, Utah. GPS Coordinates: 38.531000°, -111.740957°. It is located approximately 42 miles by road southeast of Richfield, Utah. From Interstate 70, the project may be accessed via Utah roads 119, 24 and 25.

1.3 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. Construction sites will be closed to the public during construction. The Forest Service will issue a closure order to the public. The Contractor will be responsible for signing and limiting public access.

Solicitation No: 1240LT23R0048-J.2 Attachment Project Name:GAOA Fishlake CG Water System DM Reduction - Phase 1

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-2

2. Contractor will provide all materials and labor necessary to protect streams, wet or dry, during construction activities. The Contractor will be required to submit a stream protection plan and receive approval from the COR, in writing, prior to the beginning of construction.

3. All construction equipment shall be pressure washed before entering National Forest System lands. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brushguard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.

4. Water is available at the site for construction purposes.

5. Toilet facilities are available at the site.

1.4 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the contractor and approved by the COR and Utah Department of Transportation. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

1.5 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage work trailers on site.

B. No overnight camping will be allowed on site.

1.6 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.7 START DATE

A. Fall 2023.

1.8 CONTRACT TIME

A. Base Bid: 60 Calendar Days

Solicitation No: 1240LT23R0048-J.2 Attachment

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-3

1.9 CONTRACT SCHEDULE

A. Ground disturbing and construction activities shall occur only while seasonal portions of the system are closed. Allowable timeframes are:

1. Fall: Between September 17 and October 15 (Preferred).

2. Spring: After the site is mostly clear of snow but before May 15 when the seasonal portions of the water system are scheduled to reopen.

B. The contractor’s work shall not impact or delay opening of the water system to the public.

Coordinate acceptance testing and pressure testing with the Contracting Officer. If seasonal waterlines are filled for pressure testing, they shall be drained at least 24 hours prior to any freezing temperatures.

1.10 SPECIFICATIONS

A. The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to, or are included in payment for other pay items in this contract. These items are considered incidental and no additional compensation will be made.

Section 011250 - Measurement And Payment Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 024100 - Waste Material Disposal Section 133402 - Utility Boxes Section 221100 - Water Distribution Systems Section 221103 - Plumbing Appurtenances Section 312000 - Earthwork Section 329206 - Seeding

END OF SECTION C

June 2023

Solicitation No: 1240LT23R0048-J.2 Attachment

MEASUREMENT AND PAYMENT 011250-1

USDA FOREST SERVICE, R4

GAOA FISHLAKE CAMPGROUND WATER SYSTEM DEFERRED MTNC PHASE 1

SECTION 011250 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

B. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

1.2 DETERMINATION OF QUANTITIES

A. The following measurements and calculations shall be used to determine contract quantities for payment.

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

4. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

6. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

Solicitation No: 1240LT23R0048-J.2 Attachment

MEASUREMENT AND PAYMENT 011250-2

1.3 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Acre: Make longitudinal and transverse measurements for area computations horizontally.

2. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

3. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

4. Cubic Yard (CY): A measurement computed by one of the following methods:

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery.

Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

5. Each (EA): One complete unit, which may consist of one or more parts.

6. Gallons (GAL): The quantity shall be measured by any of the following methods:

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

7. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

8. Linear Foot (LF): Measurement of work along its length from point-to-point;

parallel to the base or foundation. Do not measure overlaps.

9. Lump Sum (LS): One complete unit.

10. Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

11. Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

12. Square Foot (SF): Measured on a plane parallel to the surface being measured.

13. Square Yard (SY): Measured on a plane parallel to the surface being measured.

14. Ton: Measured as a short ton consisting of 2,000 pounds.

1.4 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

Solicitation No: 1240LT23R0048-J.2 Attachment

MEASUREMENT AND PAYMENT 011250-3

2. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

3. LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

4. STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

5. VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

MOBILIZATION 011900-1

USDA FOREST SERVICE, R4

GAOA FISHLAKE CAMPGROUND WATER SYSTEM DEFERRED MTNC PHASE 1

SECTION 011900 - MOBILIZATION

PART 1 - GENERAL

1.1 SUMMARY

A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

1.2 MEASUREMENT AND PAYMENT

A. The measurement shall be lump sum for mobilization. Payment shall be as follows:

1. Bond premiums will be reimbursed after receipt of the evidence of payment.

2. 50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

3. Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

4. Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

5. Progress payments for mobilization and preparatory work shall be subject to retainage.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011900

SUBMITTAL PROCEDURES 013300-1

USDA FOREST SERVICE, R4

GAOA FISHLAKE CAMPGROUND WATER SYSTEM DEFERRED MTNC PHASE 1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

B. See other specification section within this package for additional requirements on submittal.

1.2 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 14 days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

Solicitation No: 1240LT23R0048-J.2 Attachment

SUBMITTAL PROCEDURES 013300-2

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. If more than one item is shown on submittal sheet, identify item.

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

E. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

1.3 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

Solicitation No: 1240LT23R0048-J.2 Attachment

SUBMITTAL PROCEDURES 013300-3

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Notation of dimensions established by field measurement.

2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

D. Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

E. Samples: Prepare physical units of materials or products, including the following:

1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

2.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will not return copies.

2. Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."

B. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

C. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

Solicitation No: 1240LT23R0048-J.2 Attachment

SUBMITTAL PROCEDURES 013300-4

E. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

PART 3 - EXECUTION

3.1 GENERAL

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

C. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

E. Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

F. Requests for substitutions will only be considered if contractor submits the following:

1. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution.

Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

2. Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

3. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

4. The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

3.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required

Solicitation No: 1240LT23R0048-J.2 Attachment

SUBMITTAL PROCEDURES 013300-5

submittals for the project - the table is to assist the Contractor and may not be all inclusive

– additional submittals may be required by specific specifications:

TABLE 013000-1

Spec.

Section Section Title Subse ction Required Submittal

C General Specifications 1.3A Stream Protection Plan C General Specifications 1.4A Traffic Control Plan

013300 Submittal Procedures 2.1D Construction Schedule 014100 Quality Control 1.3 A Contractor quality control plan 014100 Quality Control 1.3 B Permits, Licenses, and Certificates 014100 Quality Control 1.3 C Test and inspection reports 014100 Quality Control 1.3 D As-Built drawings 133402 Utility Boxes 1.3A Product Data 133402 Utility Boxes 1.3B Shop Drawings 221100 Water Distribution Systems 1.3A Product Data 312000 Earthwork 1.3A Sieve Analysis 221103 Plumbing Appurtenances 1.2A Product Data 221103 Plumbing Appurtenances 1.2B Operation and Maintenance Data

END OF SECTION 013300

QUALITY CONTROL 014100-1

USDA FOREST SERVICE, R4

GAOA FISHLAKE CAMPGROUND WATER SYSTEM DEFERRED MTNC PHASE 1

SECTION 014100 - QUALITY CONTROL

PART 1 - GENERAL

1.1 This work shall consist of providing quality control in conformance with the inspection, testing, and product certification requirements of this contract to ensure compliance with the drawings and specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of the contract.

1.2 QUALITY CONTROL

A. The Contractor shall provide and maintain a quality control system that will ensure all services, supplies, and construction work required under this contract conforms to the contract requirements. The Contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to substantiate that all services, supplies, and construction conform to the contract requirements.

B. Special Tests and Inspections: Contractor will engage a testing agency to conduct required special tests and inspections. The Contractor shall authorize the testing agency to perform the required testing and inspections on the work completed. The authority shall include:

1. Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

2. Testing agency will re-test and re-inspect corrected work.

C. Retesting/Reinspecting: Contractor shall provide quality-control services for retesting and reinspection for replaced construction work or for work that failed to comply with the requirements under the contract.

1.3 SUBMITTALS

A. Contractor Quality Control Plan

B. Permits, Licenses, and Certificates

C. Test and Inspection Reports

D. As-Built Drawings

1.4 MEASUREMENT AND PAYMENT

A. No separate payment will be made for the work included under this section; rather payment shall be considered to be included in the items of work listed in the Schedule of Items.

PART 2 - PRODUCTS (Not Applicable)

Solicitation No: 1240LT23R0048-J.2 Attachment

QUALITY CONTROL 014100-2

PART 3 - EXECUTION

3.1 QUALITY CONTROL SYSTEM

A. General: Perform required testing, inspections, sampling, and similar services per direction specified in the contract drawings and specifications and in accordance with established industry standards.

3.2 CONTRACTOR QUALITY CONTROL PLAN

A. At the time of the preconstruction conference, the Contractor shall submit for approval a written Contractor Quality Control Plan.

1. If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days.

2. The Government reserves the right to require changes in the plan during the contract period as necessary.

3. No change in the approved plan may be made without written concurrence by the Contracting Officer.

4. At a minimum, the plan shall include the following:

a. A list of personnel responsible for quality control and assigned duties.

Include each person's qualifications.

b. A copy of a letter of direction to the Contractor's Quality Control Supervisor outlining assigned duties.

c. Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

d. Methods of performing, documenting, and enforcing quality control of all work.

e. Methods of monitoring and controlling environmental pollution and contamination as required by all applicable regulations and laws.

3.3 TEST AND INSPECTION REPORTS

A. Submit three copies of complete test results no later than three calendar days after the test was performed.

B. Submit failing test results and proposed remedial actions within four hours of noted deficiency.

C. Testing and Inspection Reports shall include the following:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples, tests, or inspections.

5. Names of individuals performing tests and inspections.

6. Reference Specification Section(s).

7. Complete test or inspection data.

8. Test and inspection results and an interpretation of test results.

9. Ambient conditions at time sample was taken, tested, or inspected.

Solicitation No: 1240LT23R0048-J.2 Attachment

QUALITY CONTROL 014100-3

10. Comments or professional opinion on whether tested or inspected work complies with the Contract Document requirements.

11. Name and signature of laboratory inspector.

12. Recommendations on retesting and reinspecting.

3.4 PERMITS, LICENSES, AND CERTIFICATES

A. For Contracting Officer’s records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations relevant to the on performance of the work.

3.5 AS-BUILT DRAWINGS

A. The Contractor shall maintain a set of the contract drawings depicting as-built conditions.

These drawings shall be maintained in a current condition and shall be available for review. All variations from the original contract drawings shall be indicated in red on the drawings. Upon completion of the contract work, as-built drawings shall be submitted to the Contracting Officer.

3.6 SAMPLING, TESTING, AND CERTIFICATION REQUIREMENTS

A. Sampling, testing, and Certification requirements and frequency for specific items shall be as specified in the drawings and specification. The following table is a summary of the required sampling, testing, and certification for the project - the table is to assist the Contractor, but may not be all inclusive – additional submittals may be required by specific specification section:

B.

TABLE 014100-1

Item

Subsection Certification or Test Required

Frequency

221100 3.2M HDPE Pipe - Bent Strap Test Once Daily 221100 3.4 Hydrostatic Testing of Water

System, Pressure and Leakage Test See Spec.

312000 3.13C Compaction Test – at Pipe Zone One Test 312000 3.13D Compaction Test – above Pipe

Zone One Test

312000

3.16A Compaction Test – Backfill/Fills One per Utility Box

221103 3.2 AMR System Acceptance Test See Spec 221103 3.3 Chlorinator Acceptance Test See Spec 221103 3.4 Float Valve Acceptance Test See Spec

END OF SECTION 014100

WASTE MATERIAL DISPOSAL 024100-1

USDA FOREST SERVICE, R4

GAOA FISHLAKE CAMPGROUND WATER SYSTEM DEFERRED MTNC PHASE 1

SECTION 024100 - WASTE MATERIAL DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the loading, handling, hauling, and placing of excess excavation material, unsuitable excavation material, clearing and grubbing debris, and construction and demolition debris.

1.2 MEASUREMENT AND PAYMENT

A. There will be no separate measurement or payment for work in this Section. Waste material disposal is considered incidental to other items of work shown in the Schedule of Items.

PART 2 - PRODUCTS – NOT APPLICABLE

PART 3 - EXECUTION

3.1 WASTE MATERIAL TO BE HAULED TO A LANDFILL

A. All demolition materials, garbage, and other refuse generated shall be removed from the project site and legally disposed off of Government property in an approved landfill.

B. The contractor is responsible for all costs and permits associated with landfill disposal.

C. The Government is not responsible for waste material upon its departure from the project site.

END OF SECTION 024100

UTILITY BOXES 133402-1

USDA FOREST SERVICE, R4

GAOA FISHLAKE CAMPGROUND WATER SYSTEM DEFERRED MTNC PHASE 1

SECTION 133402 - UTILITY BOXES

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes underground utility boxes including plumbing appurtenances, ladder, lid and all work within 5 feet of the outside of the box.

B. Related sections include the following:

1. Section 221103 “Plumbing Appurtenances.”

2. Section 312000 “Earthwork.”

1.2 DEFINITIONS

A. CMP: Corrugated metal pipe

B. HDPE: High density polyethylene

C. GSP: Galvanized steel pipe

1.3 SUBMITTALS

A. Product data for the following:

1. Manhole and lid materials.

2. Box insulation.

B. Box and Lid Shop Drawings: Include plans and details.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Fabricator of products.

1.5 MEASUREMENT AND PAYMENT

A. There will be no separate measurement or payment for this item. Utility boxes are considered incidental to other items of work shown in the schedule of items.

PART 2 - PRODUCTS

2.1 MANHOLES

A. Normal-Traffic Precast Concrete Manholes: ASTM C478, precast, reinforced concrete, of depth indicated, with provision for rubber gasketed joints.

1. Diameter: 48 inches minimum, unless otherwise indicated.

Solicitation No: 1240LT23R0048-J.2 Attachment

UTILITY BOXES 133402-2

2. Base Section: Open bottom with 5-inch minimum thickness for walls and base riser section.

3. Riser Sections: 5-inch minimum thickness, and lengths to provide depth indicated.

4. Top Section: Eccentric-cone type. Top of cone of size that matches grade rings.

5. Grade Rings: Include maximum of two reinforced-concrete rings, for a maximum height of 6-inches, that match 24-inch-diameter frame and cover.

6. Steps shall be a ½-inch steel rod encapsulated with polypropylene, 12-inch step, 10 inches center to center leg distance x 5 ¾-inches projection, designed for installation into precast concrete. Steps shall be Model PS1 as manufactured by M.

A. Industries, or approved equal.

7. Pipe Connectors: Each pipe connection to manhole shall be made with pipe-to-manhole flexible connector system for use with cored holes in concrete manhole or tank, made of a polyisoprene rubber resilient connector meeting ASTM C-923, with type 304 stainless steel compression clamps. Connector system shall be PSX:Direct Drive in appropriate size as manufactured by Press-Seal Gasket Corporation, or approved equal.

8. Manhole Frames and Covers: Lockable, ASTM A48 CL35, grey iron castings.

Watertight bolted and gasketed cover to eliminate infiltration. Cover shall have a minimum of 2 pick bar locations. Frame shall have a minimum 30 ID by minimum 5-inch riser with 3-inch minimum width flange, and minimum 30-inch-diameter cover, sized to fit on manhole top section. Include indented top design with lettering “WATER” cast into cover. Frame and cover shall be 1342 series as manufactured by East Jordan Iron Works, Inc., or approved equal.

9. Mastic Joint Sealant: Preformed flexible joint gasket meeting all requirements of ASTM C990. Sealant shall be RAM-NEK as manufactured by Henry Company, or approved equal.

10. Non-Shrink Grout: Cement based non-shrink grout, Materflow 713 Plus, by Degussa Building Systems, or approved equal.

2.2 LOCKING MECHANISM

A. Provision shall be made to secure the lid to the box using vandal resistant bolts.

2.3 GRAVEL

A. Description: Hard, durable screened material varying in size from 1/4 inch to 1 inch, without lumps of soil or clay.

1. “Special Bedding,” as specified in Section 312000 “Earthwork” is acceptable.

B. Gravel shall be placed to the depth indicated on the Drawings.

2.4 BOX INSULATION

A. Description: Polyurethane sheets or spray-on polyurethane foam, as approved by the Contracting Officer.

2.5 PLUMBING APPURTENANCES

Solicitation No: 1240LT23R0048-J.2 Attachment

UTILITY BOXES 133402-3

A. According to Section 221103 “Plumbing Appurtenances.”

PART 3 - EXECUTION

3.1 BOX INSTALLATION

A. Excavation and Box Placement: Excavation shall be made with minimum damage to surrounding trees, vegetation, and adjacent slopes. Place the box as indicated on the Drawings. Compact the surface on which the box sets to 97 percent maximum density (AASHTO T99 or ASTM D698).

1. Pipe Clearance: 1/2" to 3" clearance between the box and pipeline at any point.

B. Backfilling

1. Remove all debris from the excavation before backfilling.

2. Compaction: Backfill shall be placed in 6-inch maximum thickness layers and compacted to 95 percent maximum density (AASHTO T99 or ASTM D698). See also Section 312000 “Earthwork.”

3. No rocks larger than 2-inches in diameter shall be placed within 6 inches of inlet and outlet pipes, or box.

4. If native material is unsuitable for backfill, “Pipe Zone Material,” as specified in Section 312000 “Earthwork” may be used.

C. Gravel Placement: Smooth and compact the natural earth bottom of the box before placing the gravel layer. Gravel shall be placed in the bottom of the box to the thickness indicated on the Drawings.

D. Installation of Plumbing Appurtenances: Install plumbing appurtenances as shown on the Drawings and according to Section 221103 “Plumbing Appurtenances.” Support all appurtenances and piping near floor and on brick or concrete piers.

E. Lid: The lid will be installed and secured as indicated on the Drawings.

3.2 MANHOLE INSTALLATION

A. Install complete with appurtenances and accessories indicated.

1. Install precast concrete manhole sections with joint sealant according to ASTM C891.

2. Core drill or use hole former for pipe openings in pre-cast base section of shallow manhole.

3. Connect pipe to structures with specified pipe gasket.

4. Set grade rings using mastic joint sealant between tank and grade ring and between grade rings. Center grade rings over opening. Grade rings shall be selected so as to locate the manhole cover within 1 inch above specified elevation.

5. Set frame with mastic joint sealant. Center frame over opening in grade ring. Grout frame to manhole with non-shrink grout. Strike off grout and tool joint to smooth, dense, surface.

Solicitation No: 1240LT23R0048-J.2 Attachment

UTILITY BOXES 133402-4

6. Set tops of frames and covers flush with finished surface of manholes that occur in pavements or gravel roadways. Set tops 3 inches above finished surface elsewhere, unless otherwise indicated.

3.3 BOX INSULATION

A. Insulate the box and lid as indicated on the Drawings. Attach to box and lid in manner approved by the Contracting Officer. Lid insulation shall fit snugly onto box insulation without appreciable gaps.

B. Minimum Installed Insulation Thickness: 2 inches at all locations.

3.4 CLEANUP

A. After backfilling and installation is complete, the general area shall be cleaned by removing all excavated material not used in the backfill and all debris and construction material. Finish-grade the area to blend into the surroundings and create a natural appearance.

END OF SECTION 133402

WATER DISTRIBUTION SYSTEMS 221100-1

USDA FOREST SERVICE, R4

GAOA FISHLAKE CAMPGROUND WATER SYSTEM DEFERRED MTNC PHASE 1

SECTION 221100 - WATER DISTRIBUTION SYSTEMS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section shall consist of furnishing and installing the following:

1. Potable water distribution pipe and fittings.

B. This Section shall also include the flushing, testing and disinfection of waterlines.

C. Related Sections include the following:

1. Section 024100 “Waste Material Disposal.”

2. Section 312000 “Earthwork.”

1.2 DEFINITIONS

A. GSP: Galvanized Steel Pipe.

B. HDPE: High Density Polyethylene plastic.

C. NPWL: Non-potable waterline (includes sewerline).

D. PVC: Polyvinyl chloride plastic.

1.3 SUBMITTALS

A. Product Data: For the following:

1. Pipe and fittings.

1.4 QUALITY ASSURANCE

A. All work is to be completed according to applicable Federal, State and Local codes. This work includes, but is not limited to, materials, installation, testing and disinfection

B. Piping materials shall bear label, stamp, or other markings of specified testing agency.

C. NSF Compliance:

1. Comply with NSF 14 for plastic potable-water-service piping. Include marking "NSF-pw" on piping.

2. Comply with NSF 61 Annex G for materials for water-service piping and specialties for domestic water. All pipes, fittings, fixtures, solder and flux shall meet the 0.25% maximum lead content rules for all wetted components.

1.5 MINIMUM SYSTEM REQUIREMENTS

Solicitation No: 1240LT23R0048-J.2 Attachment

WATER DISTRIBUTION SYSTEMS 221100-2

A. Unless otherwise noted, the minimum working pressure for piping and specialties shall be 160 psig.

1.6 DELIVERY, STORAGE AND HANDLING

A. Deliver piping with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe-end damage and to prevent entrance of dirt, debris, and moisture.

B. Protect stored piping from moisture and dirt. Elevate above grade.

C. Protect flanges, fittings, and specialties from moisture and dirt.

D. Store plastic piping protected from direct sunlight. Support to prevent sagging and bending.

1.7 PROJECT CONDITIONS

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

1. Notify the Contracting Officer not less than two days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without the Contracting Officer’s written permission.

1.8 COORDINATION

A. Coordinate connection to existing waterlines with Contracting Officer.

B. Verify piping materials, sizes, entry locations and pressure requirements are compatible with connection point.

C. Coordinate other utility impacts.

1.9 MEASUREMENT AND PAYMENT

A. Reconfigure Waterline Piping for Doctor Creek Summer Homes Connection:

Payment will be lump sum for Water Distribution Systems and will include pipes and fittings, valves, drains, and all other equipment, material, and work within 5 feet of the re-routed pipeline and incidentals necessary to complete the item. Work for this item is shown on the Drawing Sheet C4 Inset.

a. This item also includes imported pipe zone and special bedding material from a commercial source excavated, processed, hauled and installed.

PART 2 - PRODUCTS

2.1 GENERAL

Solicitation No: 1240LT23R0048-J.2 Attachment

WATER DISTRIBUTION SYSTEMS 221100-3

A. All waterlines, pipes, and fittings shall be new and unused, of the type, pressure rating or class, and size specified and as shown on the Drawings.

2.2 PIPES AND FITTINGS

A. HDPE:

1. Pipe, AWWA C901:

a. Material Designation: PE 4710 resin

b. Minimum Cell Classification: ASTM D 3350, 445574C

c. Dimension Ratio and Minimum Pressure Rating: IPS DR9, 250 psig.

2. Fittings:

a. Molded HDPE Fittings: ASTM D 3350, PE 4710 resin, butt-fusion type, made to match HDPE pipe dimensions and class.

b. Insert Fittings: Not allowed.

c. Transition Fittings to non-HDPE Pipe: Approved by HDPE pipe manufacturer. Compression-type fittings are not allowed.

3. Pipe Larger than 2-inch Diameter: Provide in 40-foot lengths rather than in rolls.

4. Pipe and Fittings 4-inch Diameter and Larger: Conform to AWWA C906 in addition to above requirements.

B. Galvanized Steel: ASTM A53, Schedule 40, threaded ends meeting ASME B1.20.1.

1. Fittings: Threaded, ASTM A 338.

2.3 PIPING SPECIALTIES

A. Flexible Connectors:

1. Nonferrous-Metal Piping: Bronze hose covered with bronze wire braid; with copper-tube, pressure-type, solder-joint ends or bronze flanged ends brazed to hose.

2. Ferrous Piping: Stainless-steel hose covered with stainless-steel wire braid; with ASME B1.20.1, threaded steel pipe nipples or ASME B16.5, steel pipe flanges welded to hose.

B. Dielectric Fittings: Combination of copper alloy and ferrous; threaded, solder, or plain end types; and matching piping system materials.

1. Dielectric Unions: Factory-fabricated union assembly, designed for 250-psig minimum working pressure at 180 deg F. Include insulating material that isolates dissimilar metals and ends with inside threads according to ASME B1.20.1.

2. Dielectric Flanges: Factory-fabricated companion-flange assembly, for 160- or 300-psig minimum working pressure to suit system pressures.

3. Dielectric-Flange Insulation Kits: Field-assembled companion-flange assembly, full-face or ring type. Components include neoprene or phenolic gasket, phenolic or polyethylene bolt sleeves, phenolic washers, and steel backing washers.

Solicitation No: 1240LT23R0048-J.2 Attachment

WATER DISTRIBUTION SYSTEMS 221100-4

a. Provide separate companion flanges and steel bolts and nuts for 150- or 300-psig minimum working pressure to suit system pressures.

4. Dielectric Couplings: Galvanized-steel couplings with inert and noncorrosive thermoplastic lining, with threaded ends and 300-psig minimum working pressure at 225 deg F).

5. Dielectric Nipples: Electroplated steel nipples with inert and noncorrosive thermoplastic lining, with combination of plain, threaded, or grooved end types and 300-psig minimum working pressure at 225 deg F.

PART 3 - EXECUTION

3.1 EARTHWORK

A. Refer to Section 312000 “Earthwork” for excavating, trenching, bedding, and backfilling.

3.2 PIPING INSTALLATION

A. Construct the water system to the lines and grades shown or established in the field.

B. Stake locations of waterlines as shown on the Drawings. Waterline location shall be approved by the Contracting Officer before installation.

C. All waterline shall be graded to drain.

D. All pipe, fittings, and appurtenances shall be handled and installed in strict conformance to the manufacturer’s recommendations.

E. Drains, valves, and other regulating and controlling devices shall be installed in the line where called for on the drawings.

F. The interior of all pipe, fittings, and other accessories shall be kept as free as possible from dirt and foreign matter at all times. Each piece of line as it is laid shall be cleaned of all debris. When the pipeline has become dirty on the inside during shipment or storage, it shall be swabbed out by drawing a damp swab through the line before placing in trench. Care shall be exercised to keep all joining surfaces clean. Any pipe with contaminated or damaged joining surfaces, which cannot be satisfactorily cleaned or repaired, shall be discarded. Under no circumstances shall pipe be installed in water, and no pipe shall be installed when trench conditions or the weather is unsuitable for such work. At all times when work is not in progress, all open ends of the pipe and fittings shall be securely closed to the satisfaction of the Contracting Officer so that no trench water, rodents, earth, or other substance will enter the pipe or fittings.

G. Any section of pipe already installed and found to be defective shall be removed and replaced with new pipe at the Contractor’s expense.

H. Water and Non-Potable/Sewer Line Crossings

1. Potable and NPWL lines shall never be installed in the same trench.

2. If a new line crosses below an existing line, the existing line shall be supported to prevent settling.

Solicitation No: 1240LT23R0048-J.2 Attachment

WATER DISTRIBUTION SYSTEMS 221100-5

3. Where waterlines intersect NPWLs or are within 10 horizontal feet of NPWLs, the following applies:

a. At least one of the pipes (either the waterline or NPWL) shall be constructed or reconstructed with 200 psi pipe or encased in a continuous sleeve with same rating. At crossing, extend 200 psi pipe or sleeve for a distance of 10 feet perpendicular distance from each side of the waterline. The waterline and NPWL pipes or sleeves shall be centered at the crossing so that the joints will be an equal distance and as far as possible from the crossing.

1) Sleeves: Nominal sleeve diameter to be at least 3 inches larger than nominal diameter of pipe to be encased. Install end seals in annular space at each end of sleeves.

2) In lieu of constructing or reconstructing the NPWL with pipe conforming to waterline requirements, the NPWL may be encased in concrete at least 6 inches thick around the pipe measured at the bell, for 10 feet each side of the waterline.

b. Construct according to applicable federal, state and local regulations, including Utah Division of Drinking Water, “Rules Governing Public Drinking Water Systems, R309-550.” The Contractor is responsible for obtaining and following these regulations.

c. Where applicable, state and local regulations supersede the above requirements.

I. A minimum of one-foot separation shall be maintained between electric and waterlines in the same trench. Unless the electric conductors are in conduit the waterline shall be a minimum of one foot below the electric conductors.

J. Cutting and Handling of Pipe

1. Cutting of pipe for closure pieces or for other reasons shall be done in a neat manner by methods, which will not damage the pipe. The pipe and fittings shall be handled in such a manner as to insure delivery and final placement in good, undamaged condition. Particular care shall be exercised not to injure the pipe surfaces or coatings. Damaged pipe shall not be used in the work.

K. Laying Pipe

1. No pipe shall be placed in the trench until the Contracting Officer has approved the trench and bedding.

2. Do not drop pipe into trench. If HDPE pipe is fusion welded above ground outside of the trench, gently lay pipe into the trench. Ensure installation procedures meet the manufacturer’s requirements.

3. Pipes shall be placed true to the lines and grades shown on the Drawings and as specified. Complete water system shall be constructed to drain by gravity to drains for seasonal shutdown. Waterlines shall be constructed to drain at a minimum grade of 2%. Waterlines not meeting this requirement shall be removed by the Contactor and replaced at no cost to the Government.

4. Each section of the pipe shall rest upon the pipe bed for the full length of its barrel.

Solicitation No: 1240LT23R0048-J.2 Attachment

WATER DISTRIBUTION SYSTEMS 221100-6

5. Backfill the pipe within 24 hours after installing the pipe in the trench, leaving the joints and one foot of pipe on each side of each joint exposed until testing is complete.

6. When work is not in progress, securely close open…