Attachment 4 - Project Specifications Black Jack CG.pdf

ATTACHMENT 4 – 100% PROJECT SPECIFICATIONS

SOUTHWESTERN REGION 03

APACHE-SITGREAVES NATIONAL FORESTS

BLACKJACK CAMPGROUND

SPECIFICATIONS

U.S. FOREST SERVICE

August 2025

Judith.Martin Cross-Out

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Contents

1.0 PREFACE

1.1 FP-14 U.S. CUSTOMARY UNITS, 2014

1.2 FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

2.0 SITE SUPERVISION, QUALITY CONTROL, AND SAFETY

3.0 SUBMITTAL PROCEDURES AND REQUIREMENTS

3.1 SUBMITTAL DESCRIPTIONS

3.2 VARIATIONS

3.3 SUBSTITUTIONS

3.4 SUBMITTAL TYPES

3.5 SUBMITTAL EXECUTION

4.0 SUBMITTAL LIST

5.0 FP-14 SPECIFICATIONS INCLUDED IN CONTRACT

6.0 FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

101 - Terms¸ Format¸ and Definitions

101.01 Meaning of Terms

101.03 Abbreviations

101.04 Definitions

102 - Bid¸ Award¸ and Execution of Contract Delete Section 102

103 - Scope of Work Delete Subsections 103.02, 103.03, 103.04, 103.05

104 - Control of Work Delete Subsections 104.01, 104.02, 104.04

104.06 Use of Roads by Contractor

105 - Control of Material

105.05 Use of Material Found in the Work

106 - Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual Inspection

107 - Legal Relations and Responsibility to the Public Delete Subsection 107.05

108 - Prosecution and Progress Delete Section 108

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109 - Measurement and Payment Delete Subsections 109.06, 109.07, 109.08, 109.09

109.01 Measurement of Work

109.02 Measurement Terms and Definitions

155 - Schedules for Construction Contracts Delete Section 155

60053 - PRECAST CONCRETE TOILET BUILDING

60061, 60062, 60063, 60065 – RECREATION AMENITIES

703 - Aggregate

703.05 (c) Surface course aggregate. (3) Plastic Index

703.05 Subbase, Base, Surface Course, and Screened Aggregate

703.09 Chip Seal Aggregate

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1.0 PREFACE

1.1 FP-14 U.S. CUSTOMARY UNITS, 2014

The Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14 U.S. Customary Units), 2014 are included by reference. The requirements contained in these specifications are hereby made a part of this solicitation and any resultant contract.

References made to other sections within those listed are incorporated by reference.

The 700-page book entitled “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14 U.S. Customary Units), is available from:

Headquarters Washington DC Mail: Federal Highway Administration

HFPD-3

400 Seventh Street, SW Washington D.C. 20590 https://highways.dot.gov/federal-lands/specs

Items listed for payment are in the schedule of items. All other items, regardless of payment procedures listed in FP-14, are considered incidental to the work, and shall be included in the schedule of items, as necessary.

1.2 FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

Forest Service Supplemental Specifications (FSSS) add to, delete from, or modify the FP-14 specifications. FSSS are applicable to this project and are included in their entirety.

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2.0 SITE SUPERVISION, QUALITY CONTROL, AND SAFETY

Contractor shall provide an OSHA 30-HR certified safety inspector, a site superintendent, quality control representative, and traffic control supervisor during construction activities.

Contractor may elect to have all (traffic) safety, superintendent, and quality control duties under the supervision of one individual, so long as the individual is qualified and certified to meet the requirements.

3.0 SUBMITTAL PROCEDURES AND REQUIREMENTS

3.1 SUBMITTAL DESCRIPTIONS

Use the attached form CM-16 for all submittals.

When a product, model number, part number, etc. is specified herein, it is implied a substitute product with the same performance specifications may be submitted as an Approved Equal, subject to final approval by the Contracting Officer.

Submittal Descriptions (SD): Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals:

Submittals which are required prior to start of construction work, issuance of contract notice to proceed, or commencing work at the site. This includes, but not limited to:

a. List of proposed Subcontractors (SF Form 1413)

b. Construction progress schedule

c. Health and safety plan

d. Work plan

e. Quality Control (QC) plan

f. Bonding

g. SWPPP

SD-02 Shop Drawings:

Drawings, diagrams, and schedules specifically prepared to illustrate some portion of the work. Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project. Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data:

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Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance, and other characteristics of materials, systems or equipment for some portion of the work.

SD-04 Samples:

Fabricated or un-fabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged. Color samples from the manufacturer’s standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

SD-05 Design Data:

Design calculations, mix designs, analyses or other data pertaining to a part of the work.

Design submittals, design substantiation submittals and extensions of design submittals.

Design calculations, mix designs, analyses or other data pertaining to a part of the work.

SD-06 Test Reports:

- Reports signed by authorized official of testing laboratory that a material, product, or system identical to the material, product, or system to be provided has been tested in accord with specified requirements.

- Reports of tests required to be performed by the Contractor on an actual portion of the work prepared for the project before shipment to job site.

- Report which includes finding of a test made at the job site or on a sample taken from the job site, on portion of work during or after installation.

SD-07 Certificates:

Statements printed on the manufacturer’s letterhead and signed by responsible officials of manufacture of product, system, or material attesting that the product, system, or material meets specification requirements. Must be dated after award of the project contract and clearly name the project.

SD-08 Manufacturer’s Instructions:

Preprinted material describing installation of a product, system, or material, including special notices and MSDS concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer’s Fields Reports:

- Documentation of the testing and verification actions taken by manufacturer’s representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer’s standards or instructions.

- Documentation must be signed by an authorized official of a testing agency laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

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SD-10 Operation and Maintenance Data:

Data that is furnished by the manufacturer, or the system provider, to the product, system, or equipment operating and maintenance personnel, including manufacturer’s help and product line necessary to maintain the product, system, or equipment.

SD-11 Closeout Submittals:

- Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

- Special requirements necessary to properly close out a construction contract, such record drawings and as-built drawings.

3.2 VARIATIONS

Variations from contract requirements require Governmental approval pursuant to contract clause FAR 52-236-21 and will be considered where advantageous to the Government.

Highlight, encircle, or otherwise identify deviations from the contract documents on submittals.

3.3 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, the Contractor 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.

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.

3.4 SUBMITTAL TYPES

- Government Approval (GA) Submittals

- Written and graphic information that requires Contracting Officer’s responsible action.

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- For Information Only (FIO) Submittals

3.5 SUBMITTAL EXECUTION

- Review each submittal and check for compliance with the contract documents. Note corrections and field dimensions.

- The Contracting Officer review will be completed and returned within 14 calendar days after date of submissions.

- If a submittal is marked as “Disapproved” or “Does not comply”, resubmit with appropriate corrections. No work shall proceed for this item until resubmittal is approved.

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4.0 SUBMITTAL LIST

Transmittal Form CM-16

Submittal Number: Forest: Requisition: Project: Contract Number: Date: Sheet: 1 of 2 Transmittal Number:

Construction Contractor: Subcontractor / Supplier:

A/E ACTION

Action Submittal

USFS ACTION

Action Submittal Informational Submittal

Description of Item (Size, Type, Name, Manufacturer, Use, etc.)

Construction Contractor - Name, Title, & Signature: Date:

I hereby certify this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements. FAR 52-236-21

CMR - Name, Title, & Signature: Date:

A/E - Name, Title, & Signature: Date:

Review Comments - Name: Comment(s): USFS Review Comments - Name: Comment(s):

Approval of this submittal is subject to the provisions of the contract drawings and specifications.

Date: Action By - USFS Name, Title, & Signature:

Date: Recommended By - COR or Alternate COR - Name, Title, & Signature:

Ac tio n Su bm itt al

In fo rm at io na l S ub m

Ite m

N um be r

Sp ec ifi ca tio n

Se ct io n

N um be r

Pa ra gr ap h N um be r

Al te rn at e M at er ia ls

Pr op os ed

Ap pr ov ov ed w ith

N ot at io ns

D is ap pr ov ed

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R ej ec t

Date Received: Date to Construction Contractor:

Distribute 1 copy each: CMR Interim, A/E, USFS & Construction Contractor.

Transmittal Form CM-16 Continuation

Submittal Number: Forest: Requisition: Project: Contract Number: Date: Sheet: 2 of 2 Transmittal Number:

Construction Contractor: Subcontractor / Supplier:

Description of Item (Size, Type, Name, Manufacturer, Use, etc.)

Review Comments - Name: Comment(s):

A/E

ACTION

USFS ACTION

Action Submittal Informational

Submittal

Ac tio n Su bm

In fo rm at io na l S ub m

Ite m

N um be r

Sp ec ifi ca tio n

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N um be r

Pa ra gr ap h N um be r

Al te rn at e M at er ia ls

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N ot at ap pr ov ed

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5.0 FP-14 SPECIFICATIONS INCLUDED IN CONTRACT

FP-14 SPECIFICATIONS INCLUDED IN CONTRACT

SECTION NUMBER TITLE

Division 100 GENERAL REQUIREMENTS 101 Terms, Format, and Definitions 102 Bid, Award, and Execution of Contract 103 Scope of Work 104 Control of Work 105 Control of Material 106 Acceptance of Work 107 Legal Relations and Responsibility to the Public 108 Prosecution and Progress 109 Measurement and Payment Division 150 PROJECT REQUIREMENTS 151 Mobilization 152 Construction Survey and Staking 153 Contractor Quality Control 154 Contractor Sampling and Testing 155 Schedules for Construction Contracts 158 Watering for Dust Control Division 200 EARTHWORK 201 Clearing and Grubbing 202 Additional Clearing and Grubbing 203 Removal of Structures and Obstructions 204 Excavation and Embankment 207 Earthwork Geosynthetics 209 Structure Excavation and Backfill Division 250 SLOPE REINFORCEMENT AND RETAINING WALLS 251 Riprap Division 300 AGGREGATE AND BASE COURSES 301 Untreated Aggregate Course 302 Minor Crushed Aggregate 310 Cold In-Place Recycled Asphalt Base Course Division 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS 403 Asphalt Concrete 411 Asphalt Prime Coat 412 Asphalt Tack Coat 413 Asphalt Milling Division 600 INCIDENTAL CONSTRUCTION 602 Culverts And Drains 612 Sanitary Sewer Systems

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619.03 Fences, Gates, Cattle Guards, and Bollard Posts

625 Turf Establishment 634 Permanent Pavement Markings Division 700 MATERIAL 702 Asphalt Material 703 Aggregate

703.06 Crushed Aggregate

704.02 Bedding Material

704.03 Backfill Material

705.02 Riprap

708.05(d) Smooth Wall PVC Pipe – Horizontal Drains 714 Geosynthetic Material 718 Traffic Signing and Marking Material

719.04 Paint for Steel Structures

725.01(c) Water for Earthwork, Pavement Course, Dust Control, and

Incident Construction

6.0 FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

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Preface Preface_wo_03_23_2021

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.

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101 - Terms¸ Format¸ and Definitions 101.01_National_11_9_2016

Add the following paragraph to Subsection 101.01:

101.01 Meaning of Terms.

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

101.03_National_11_9_2016

Add the following to Subsection 101.03:

101.03 Abbreviations.

(a) Acronyms.

AGAR — Agriculture Acquisition Regulations

AFPA — American Forest and Paper Association

FSAR — Forest Service Acquisition Regulations

MSHA — Mine Safety and Health Administration

NESC — National Electrical Safety Code

WCLIB — West Coast Lumber Inspection Bureau

(f) Miscellaneous unit abbreviations.

MP — milepost location ppm — parts per million volume

STA station location

101.04_National_1_22_2020

Make the following changes to Subsection 101.04:

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101.04 Definitions.

Delete these definitions and replace the following:

Bid Schedule — The Schedule of Items.

Bridge — A structure, including supports, erected over a depression or an obstruction such as water along a road, a trail, or a railway and having a deck for carrying traffic or other loads.

Contractor — The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “Purchaser”.

Culvert — Any structure with a bottom, regardless of fill depth, depth of invert burial, or presence of horizontal driving surface, or any bottomless (natural channel) structure with footings that will not have wheel loads in direct contact with the top of the structure.

Drawings — (Public Works Contracts) Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.

Notice to Proceed — (Public Works Contracts) Written notice to the Contractor to begin the contract work.

Right-of-Way — A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Solicitation—(Public Works Contracts) The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective bidders.

Add the following definitions:

Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change — “Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.

Forest Service — The United States of America, acting through the Forest Service, U.S. Department of Agriculture.

Neat Line — A line defining the proposed or specified limits of an excavation or structure.

Pioneer Road — Temporary construction access built along the route of the project.

Purchaser — The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.

Protected Streamcourse — A drainage shown on the plans or timber sale area map that requires designated mitigation measures.

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Road Order — An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.

Shop Drawings — (Timber and Stewardship Contracts) Referred to as “Drawings” in FP-14, include drawings, diagrams, layouts, schematics, descriptive literature, illustrations, lists or tables, performance and test data, and similar materials furnished by Purchaser to explain in detail specific portions of the work required by the contract.

Utilization Standards —

The minimum size and percent soundness of trees described in Public Works contract specifications or Timber Sale and IRTC contract provisions to determine merchantable timber.

Add Figure 101-1—Illustration of road structure terms:

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Figure 101-1—Illustration of road structure terms.

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102 - Bid¸ Award¸ and Execution of Contract 102.00_National_11_9_2016

Delete Section 102 in its entirety.

Delete Section 102.

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103 - Scope of Work 103.00_National_11_9_2016

Delete all of Section 103 except Subsection 103.01 Intent of Contract.

Delete Subsections 103.02, 103.03, 103.04, 103.05.

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104 - Control of Work 104.00_National_11_9_2016

Delete Subsections 104.01, 104.02, and 104.04.

Delete Subsections 104.01, 104.02, 104.04.

104.06_National_11_9_2016

Add the following to Subsection 104.06:

104.06 Use of Roads by Contractor.

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

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105 - Control of Material 105.05_National_6_29_2020

105.05 Use of Material Found in the Work.

Delete 105.05 (a) and (b) and the last sentence of the second paragraph and substitute the following:

Materials produced or processed from Government lands in excess of the quantities required for performance of this contract are the property of the Government. Place excess material safely at government-approved location, at no additional cost to government.

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106 - Acceptance of Work 106.01_National_7_18_2017

Delete Subsection 106.01 and replace with the following:

106.01 Conformity with Contract Requirements.

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.

Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variations from the median zone that are unavoidable for practical reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any time before final acceptance of the project.

When the Government tests work, copies of test reports are furnished to the Contractor upon request.

Government tests may or may not be performed at the work site. If Contractor testing and inspection is verified by the Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepting work are described in Subsections 106.02 to 106.05 inclusive.

The primary method of acceptance is specified in each Section of work. However, work may be rejected at any time it is found by any of the methods not to comply with the contract.

Remove, repair, or replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted. Removing, repairing, or replacing work;

providing temporary traffic control; and any other related work to accomplish conformity will be at no cost to the Government.

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

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Sampling method;

Number of samples;

Sample transport;

Test procedures;

Testing laboratories;

Reporting;

Estimated time and costs; and Validation process.

If the evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory. Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.

The CO will review the proposed resolution protocol and may modify it before final approval and execution.

The Government will use the approved resolution protocol test results to determine the validity of the disputed testing. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resolution protocol. If the Government test results are not validated, the Government will be responsible for all costs associated with developing and performing the resolution protocol. If the validity of the Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resolution protocol.

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

Have the work accepted at a reduced price; or

Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

106.02_National_11_9_2016

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Delete Subsection 106.02 and replace with the following:

106.02 Visual Inspection.

Acceptance is based on visual inspection of the work for compliance with the specific contract requirements. Use prevailing industry standards in the absence of specific contract requirements or tolerances.

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107 - Legal Relations and Responsibility to the Public 107.05_National_7_18_2017

Delete Subsection 107.05.

Delete Subsection 107.05.

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108 - Prosecution and Progress 108.00_National_11_9_2016

Delete Section 108 in its entirety.

Delete Section 108.

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109 - Measurement and Payment 109.00_National_11_9_2016

Delete Subsections 109.06, 109.07, 109.08, and 109.09:

Delete Subsections 109.06, 109.07, 109.08, 109.09.

109.01_National_2_22_2019

Delete the third paragraph and Table 109-1 of Subsection 109.01 and replace with the following:

109.01 Measurement of Work.

Take measurements as described in Subsection 109.02 unless otherwise modified by the Measurement Subsection of the section controlling the work being performed. Table 109-1 indicates the accuracy required for quantities of the various pay units used in the Schedule of Items. Use this guide to determine the decimal placement in the final payment.

Table 109-1

Decimal Accuracy of Quantities for Final Payment

Pay Item Level of Precision Linear Foot 1

Exception--Timber, Steel, and concrete Piles 0.1 Station 0.1 Mile 0.01 Square Foot 0.1 Square Yard 0.1 Each 1 Acre 0.01 Gallon 1 M-Gals. 0.1 Cubic Yard 1

Exception--Structure Excavation; Sheathing Materials; Bedding, Bed Course, and Backfill Materials; Gabions;

0.1

Exception--Concrete; Masonry 0.01 Pound 1 Ton 0.1

Exception--Calcium Chloride;

Sodium Chloride; Hydrated Lime;

Bituminous Materials; Pavements;

Bed Course Materials

0.01

Hour 0.1

MFBM 0.01

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Station Yard 1 Cubic Yard Mile 1 Ton Mile 1

109.02_National_11_9_2016

Add the following sentence to Subsection 109.02(b):

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

Contract quantities will be adjusted only when there are errors in the original design of 15% or more.

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155 - Schedules for Construction Contracts 155.00_National_11_9_2016

Delete Section 155 in its entirety.

Delete Section 155.

DIVISION 600 - IINCIDENTIAL CONSTRUCTION

60053 - PRECAST CONCRETE TOILET BUILDING

PART 1 - GENERAL

1.1 - Description

This section specifies the installation of a precast concrete vault toilet and amenities.

1.2 - Related Work Specified Elsewhere

02220 - Excavation and Backfill for Buildings

02304 - Aggregate Base

03301 – Cast in Place Concrete

1.3 - Submittals

Provide the CXT submittal form for completion by the COR prior to ordering. This will decide the finish and colors for the buildings.

PART 2 - PRODUCTS

2.1 - Precast Concrete Toilet

The toilets shall be purchased and delivered to the construction site. The toilet is manufactured by CXT Precast, Spokane, WA. (1-800-696-5766), under G.S.A.

contract. Double vault toilet model shall be Tioga Special AS SHOWN ON THE

DRAWINGS.

2.2 - Aggregate Base

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Aggregate used for leveling and backfilling shall be in conformance with Section 02304 - Aggregate Base.

PART 3 - EXECUTION

3.1 - Installation

The toilets shall be installed at the elevations and locations AS SHOWN ON THE DRAWINGS. The Contractor is responsible for the coordination of purchase, delivery, and all site work necessary for the complete installation. Site work includes layout, excavation, leveling course, backfill, all required compaction including watering, and quality control.

The toilet manufacturer will deliver the toilet and off-load into the pre-excavated hole. The hole shall have a 4" compacted lift of aggregate base for leveling in the bottom. Backfill and compaction must take place during off-loading and assembly of building. The toilets are delivered on 18 wheel flat bed semi-trucks. They are off-loaded with an hydraulic rubber-tired crane. The Contractor shall insure access to the site for toilet installation equipment.

The existing double vault toilet will be moved, structure and vaults, to the new location AS SHOWN ON THE DRAWINGS.

3.2 - Coordination

The Contractor shall coordinate delivery of the toilets with the manufacturer.

Coordination shall begin upon contract award and continue to installation date. The CO shall be on site during delivery and installation.

PART 4 - MEASUREMENT AND PAYMENT

4.1 - Measurement

Measurement will be the purchase, delivery, and site work necessary for the complete installation for the number of units completed and accepted.

4.2 - Payment

The accepted quantities will be paid for at the contract unit price for each pay item shown in the SCHEDULE OF ITEMS.

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Payment will be made under:

Pay Item Description Pay Unit

60053 Precast Concrete Toilet Building. . . . . . . . . . . .. . . . . .EA

END OF SPECIFICATION 60053

60061, 60062, 60063, 60065 – RECREATION AMENITIES

PART 1 - GENERAL

1.1 - Description

This work shall consist of furnishing and installing recreation amenities as SHOWN ON THE DRAWINGS and as specified herein.

1.2 - Related Work Specified Elsewhere

01300 – Submittals 02224 – Excavation, Embankment and Backfill 03100 – Concrete Formwork 03201 – Concrete Reinforcement 03251 – Expansion and Contraction Joints 03301 – Cast-in-place Concrete 03345 – Concrete Finishing

1.3 - Submittals

Product Data: Catalog cuts shall be required to establish an “or equal” equivalency.

1.4 – Delivery and Storage

Deliver materials to the site in an undamaged condition. Damaged and/or defective materials shall be removed from the site and replaced with new materials.

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PART 2 - PRODUCTS

2.1 – Picnic Tables

Existing picnic tables shall be moved according to COR and new tables installed per manufacturer's specifications, see attached sheets. Pilot Rock Model XT/G-

6RW

OR APPROVED EQUAL

2.2 – Pedestal Grills

Pedestal Grill, Accessible, Pilot Rock ASW 20

OR APPROVED EQUAL. Acceptable product shall be accessible, meeting the Forest Service Outdoor Recreation Accessibility Guidelines (FSORAG).

2.3 – Kiosk

KIOSK, WEST SLOPE SINGLE, 48"X48" BULLETIN

BOARD, INSTALLED PER MANUFACTURE

RECOMMENDATIONS

https://www.woodproductsigns.com/_fi les/ugd/d3ca73_e225d85c9f6a408ebb

726dc1f14c666d.pdf?index=true

2.4 – Fire Ring

Fire Ring, Accessible, Pilot Rock, FS-30/18 Accessible

OR APPROVED EQUAL

PART 3 - EXECUTION

3.1 - Installations

Recreation amenities shall be installed to the dimensions, lines, and grades, as SHOWN ON THE DRAWINGS and/or staked on the ground. Install recreation amenities per manufacturer’s instructions and FSORAG.

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PART 4 - MEASUREMENT AND PAYMENT

4.1 - Measurement

Measurement will be the number of units completed and accepted. All work required to complete the installation is included and will not be measured separately for payment.

4.2 - Payment

The accepted quantities will be paid for at the contract unit price for each item listed in the SCHEDULE OF ITEMS. Separate payment will not be made under other items.

Payment will be made under the following:

PAY ITEM DESCRIPTION PAY UNIT

60061 Picnic Table, Furnish and Install …......................... EA 60062 Grill, Furnish and Install ….…......................... EA 60063 Fire Ring, Furnish and Install …......................... EA 60066 Kiosk, Furnish and Install …......................... EA

END OF SPECIFICATION 60061, 60062, 60063, 60065

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703 - Aggregate 703.05_National_7_10_2017

Delete Subsection 703.05(c)(3) and Replace with the following:

703.05 (c) Surface course aggregate. (3) Plastic Index

(3) Plastic Index, AASHTO T 90

If the percent passing the No. 200 sieve is less than 12% 2 to 9 If the percent passing the No. 200 sieve is greater than 12% Less than 2

703.05_National_12_15_2016

Delete 703.05 and replace with the following:

703.05 Subbase, Base, Surface Course, and Screened Aggregate.

(a) Subbase or base aggregate. Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming the following:

(1) Gradation Table 703-2

(2) Liquid limit, AASHTO T 89 25 max.

(3) Plastic limit, AASHTO T 90 Nonplastic

(4) Los Angeles abrasion, AASHTO T 96 40% max.

(5) Sodium sulfate soundness loss (5 cycles), 12% max.

AASHTO T 104

(6) Durability index (coarse), AASHTO T 210 35 min.

(7) Durability index (fine), AASHTO T 210 35 min.

(8) Fractured faces, ASTM D 5821 50% min.

(9) Free from organic matter and lumps or balls of clay

Do not use material that breaks up when alternately frozen and thawed or wetted and dried.

Obtain the aggregate gradation by crushing, screening, and blending processes as necessary. Fine aggregate, material passing the No. 4 sieve, shall consist of natural or crushed sand and fine mineral particles.

(b) Surface course aggregate. Furnish hard, durable particles or fragments of crushed stone, crushed slag, or crushed gravel conforming the following:

(1) Gradation Table 703-3

(2) Liquid limit, AASHTO T 89 35 max.

(3) Plastic Index, AASHTO T 90

a) If the percent passing the No. 200 sieve is less than 12% 2 to 9

b) If the percent passing the No. 200 sieve is greater than 12% Less than 2

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(4) Los Angeles abrasion, AASHTO T 96 40% max.

(5) Sodium sulfate soundness loss (5 cycles), 12% max.

AASHTO T 104

(6) Durability index (coarse), AASHTO T 210 35 min.

(7) Durability index (fine), AASHTO T 210 35 min.

(8) Fractured faces, ASTM D 5821 75% min.

(9) Free from organic matter and lumps or balls of clay

Do not furnish material that contains asbestos fibers.

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Obtain the aggregate gradation by crushing, screening, and blending processes as necessary. Fine aggregate, material passing the No. 4 sieve, shall consist of natural or crushed sand and fine mineral particles.

(c) Screened aggregate – Furnish hard, durable particles or fragments of stone, slag, or gravel conforming the following:

(1) Gradation Table 703-16

(2) Plastic Index, AASHTO T 90 Less than 9

(3) Los Angeles abrasion, AASHTO T 96 55% max.

(4) Free from organic matter and lumps or balls of clay.

Obtain the aggregate gradation by crushing, screening, and blending processes as necessary.

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Delete Table 703-2 and replace with the following:

T ab le

-2 ar ge t V al ue R an ge s f or

S ub ba se a nd

B as e G ra da tio n

Pe rc en t b y M as s P as si ng D es ig na te d Si ev e

(A A

SH

T

O T an d

T

G ra di ng

D es ig na tio n

E (B as e)

(6

(6

(4

4.

7.

(3

T he v al ue in th e pa re nt he se s i s t he a llo w ab le d ev ia tio n

) f ro m th e ta rg et v al ue s..

(B

(6

(6

(6

(4

4.

7.

(3

C (B

(6

(6

4.

–7 .0

(3

B (S ub ba se

(8

4.

.0 (4

A (S ub ba se

(7

(6

(4

4.

8.

(3

Si ev e Si ze

2½ in ch

1½

3/

1/

N o.

N o.

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Delete Table 703-3 and replace with the following:

ab le

-3 ar ge t V al ue

R an ge s f or S ur fa ce G ra da tio n

Pe rc en t b y

M as s P as si ng

D es ig na te d

Si ev e (A

A

SH

T O

T an d T

G ra di ng

D es ig na tio n

U

(6

(7

(5

8.

.0 (4

T he v al ue in th e pa re nt he se s i s t he a llo w ab le d ev ia tio n

) f ro m th e ta rg et v al ue s.

If th e pl as tic ity in de x (P

I) is g re at er th an

, t he T

V ra ng e fo r t he N o.

si ev e si ze is

-1

(4

(7

(5

8.

.0 (4

S 10

(6

(7

(5

8.

.0 (4

H

(6

(6

(5

9.

.0 (4

G

(6

(6

(5

.0

6.

(4

F 10

-1

-8

-6

(6

-5

-3

(6

-2

(5

.0

-1 6.

(4

Si ev e Si ze

N o.

N o.

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Add Table 703-13:

Table 703-16 Gradation Requirements for Screened Aggregate

Sieve Size

Percent by Mass Passing Designated Sieve (AASHTO T 27 and T 11)

Grading Designation L M N O P Q R

6 inch 100 100

4 inch 100 100

3 inch 100 100

2 inch 100

No. 4 15-45 15-45 15-45

703.09_National_11_8_2016

Make the following changes to Subsection 703.09:

703.09 Chip Seal Aggregate.

Delete Subsection 703.09(c) and replace with the following:

(c) Flakiness Index, FLH T 508 30% max.

Add the following to Subsection 703.09:

(g) Adherent coating on the aggregate, FLH T 512

0.5% max.