C04 Attachment 4 Specification Package.pdf

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SOUTHWEST REGION 03

PRESCOTT NATIONAL FOREST

SKIDMORE DAY USE IMPROVEMENTS

SPECIFICATION PACKAGE

U.S. FOREST SERVICE

MARCH 2025

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TABLE OF CONTENTS

1.0 PREFACE

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

1.2 FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

1.3 OTHER SPECIFICATIONS AND REQUIREMENTS

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 FP-14 FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

7.0 OTHER SPECIFICATIONS, MANUFCATURER CUT SHEETS, AND REQUIREMENTS

Trash Receptacle, Bear-Saver, Model CE-140 Ramada, Classic Recreation Systems, Mesa Model, 18’ x 18’ Pedestal Grill, Pilot Rock Model #ASW-20 Vault Toilet (Double), Boom Concrete, Clovermist Decomposed Granite, Cinnamon Brown

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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.

1.3 OTHER SPECIFICATIONS AND REQUIREMENTS

Specifications not listed in the above referenced sections are provided and made a part of the solicitation and any resultant contract.

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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.

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SD-03 Product Data:

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.

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3.4 SUBMITTAL TYPES

- Government Approval (GA) Submittals

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

- 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.

Transmittal Form CM-16 ACRONYMS: A/E: Architect/Engineer; CMR: Construction Management Representative; FAR: Federal Acquisition Regulation; LEED: Leadership in Energy & Environmental Design; N/A: Not Applicable

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

Construction Contractor: Subcontractor / Supplier:

Ac tio n

Su bm itt al

In fo rm at io na l S ub m itt al

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

Description of Item (Size, Type, Name, Manufacturer, Use, etc.) Al te rn at e M at er ia ls

Pr op os ed

A/E ACTION

Action Submittal

Ap pr ov ed

Ap pr ov ed w ith

N ot at io ns

D is ap pr ov ed

R es ub m it

USFS ACTION

Action Submittal

Ap pr ov ed

Ap pr ov ed w ith N ot at io ns

D is ap pr ov ed

R es ub m it

Informational Submittal

Ac ce pt

R ej ec t

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):

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

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

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

This action is for general concurrence only and the Government is not responsible for errors or omissions.

Date Received: Date to Construction Contractor:

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

USFS Review Comments - Name: Comment(s):

Transmittal Form CM-16 Continuation ACRONYMS: A/E: Architect/Engineer; CMR: Construction Management Representative; FAR: Federal Acquisition Regulation; LEED: Leadership in Energy & Environmental Design; N/A: Not Applicable

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

Construction Contractor: Subcontractor / Supplier:

Ac tio n

Su bm itt al

In fo rm at io na l S ub m itt al

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

Description of Item (Size, Type, Name, Manufacturer, Use, etc.) Al te rn at e M at er ia ls

Pr op os ed

A/E ACTION

Action Submittal

Ap pr ov ed w ith N ot at io ns

D is ap pr ov ed

R es ub m it

USFS ACTION

Action Submittal

Ap pr ov ed w ith N ot at io ns

D is ap pr ov ed

R es ub m it

Informational Submittal

Ac ce pt

R ej ec t

Review Comments - Name: Comment(s):

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4.0 SUBMITTAL LIST

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107.08 Accident Prevention Plan X

153.03 Contractor Quality Control Plan X

153.03 Contractor Daily Reports X

155 Construction Schedule X 157 SWPPP / Erosion Control Plan X

204.11 Subgrade, Compaction, Roads / Parking / Paths (IF AWARDED) X

301.05 M.A.G. Base, Compaction, Roads / Parking / Paths (IF AWARDED) X

501.03 Concrete Mix Design, 4000 PSI, Parking Stalls X

501.03 Concrete, Sampling and Testing X

601 Concrete Mix Design, Sidewalks / Pads X 601 Parking Bumper, Grainger, Rubber X

C-22 619 Steel Post and Rails X C-22 619 Paint and Primer, Federal Standard Brown, #20059 X C-18 633 Sign Proofs, Material, Sheeting X X

634.01 Traffic Paint, Type B, Waterborne, w/ T1 Glass Beads X

703.05 M.A.G. Base X

G-02 703.05 Crushed Aggregate / Concrete / Asphalt Base X

703.05 Decomposed Granite, 1/2" Minus, Cinnamon Brown X X

C-23 703.05 Stabilizer Product, for D.G. X

705 Landscape Boulder, Local to Area X

705.02 Riprap, Class 1 X X

C-27 Ramada, Shop Drawings / Structural Calcs (if awarded) X X C-27 Ramada, Concrete Mix Design, Footing (if awarded) X G-04 Vault Toilet, Shop Drawings (if awarded) X G-04 Vault Toilet, Finishes / Accessories (if awarded) X

NOTE: This submittal list is not all-inclusive. Contractor to ensure submittal requirements of contract are met in accordance with the drawings and specifications

DIVISION 600 INCIDENTAL CONSTRUCTION

DIVISION 500 MINOR CONCRETE PAVEMENT

DIVISION 200 EARTHWORK

DIVISION 300 AGGREGATE AND BASE COURSES

DIVISION 700 MATERIAL

STATUS

SKIDMORE DAY USE IMPROVEMENTS

INFORMATIONAL

SUBMITTAL LIST

Spec.

Section or Drawing Sheet #

REQUIREMENTS

(indicate with an "X")

SUBMITTAL

Par. No. Description

OTHER (DRAWINGS, ATTACHMENTS, ETC. )

ACTION

DIVISION 100 GENERAL REQUIREMENTS

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5.0 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

157 SOIL EROSION AND SEDIMENT CONTROL

158 WATERING FOR DUST CONTROL

Division 200 EARTHWORK

201 CLEARING AND GRUBBING

203 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

204 EXCAVATION AND EMBANKMENT

211 ROADWAY OBLITERATION

Division 250 SLOPE REINFORCEMENT AND RETAINING WALLS

251 RIPRAP

Division 300 AGGREGATE AND BASE COURSES

301 UNTREATED AGGREGATE COURSES

311 STABILIZED AGGREGATE SURFACE COURSE

Division 500 RIGID PAVEMENTS

501 MINOR CONCRETE PAVEMENT

Division 600 INCIDENTAL CONSTRUCTION

601 MINOR CONCRETE STRUCTURES

602 CULVERTS AND DRAINS

615 SIDEWALKS, PADS, AND PAVED MEDIANS

619 FENCES, GATES, CATTLE GUARDS, AND BOLLARD POSTS

633 PERMANENT TRAFFIC CONTROL

634 PERMANENT PAVEMENT MARKINGS

Division 700 MATERIAL

703 AGGREGATE

705 ROCK

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6.0 FP-14 FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

Table of Contents Preface

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

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

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.

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:

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.

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:

Figure 101‐1—Illustration of road structure terms.

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

Delete Section 102 in its entirety.

Delete Section 102.

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.

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.

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.

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:

1. Sampling method;

2. Number of samples;

3. Sample transport;

4. Test procedures;

5. Testing laboratories;

6. Reporting;

7. Estimated time and costs; and

8. 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:

1. Have the work accepted at a reduced price; or

2. 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

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.

107 - Legal Relations and Responsibility to the Public 107.05_National_7_18_2017

Delete Subsection 107.05.

Delete Subsection 107.05.

108 - Prosecution and Progress 108.00_National_11_9_2016

Delete Section 108 in its entirety.

Delete Section 108.

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

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.

155 - Schedules for Construction Contracts 155.00_National_11_9_2016

Delete Section 155 in its entirety.

Delete Section 155.

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7.0 OTHER SPECIFICATIONS, MANUFCATURER CUT SHEETS, AND REQUIREMENTS

Trash Receptacle, Bear-Saver, Model CE-140

33 | P a g e

Ramada, Classic Recreation Systems, Mesa Model, 18’ x 18’

11875 E. Berry Dr. - Dewey, AZ. 86327

Phone: (928) 775-3307 Fax: (928) 772-0858 info@classicrecreation.com www.classicrecreation.com

MESA MODEL

18’ X 18’

SPECIFICATIONS

Dimensions:

Roof Dimensions 18’-0”x18’-0”

Column Dimensions center to center 15’-0"x15’-0”

Minimum Clearance 8’-0”

Roof Height @ Peak ±11’-3 1/2"

Hip Roof 4:12 pitch

Square Feet Under Roof ±324

Date of drawing August 20, 2024

Base columns shall be 6”x6” steel tube, minimum .120” wall thickness.

All beams shall be structural steel tube sized according to engineering.

All bolts shall be A-307 or A-325 and hidden at all connections.

Roofing shall be 24 gauge Mega-Rib steel pre-cut and pre-finished with ribs running with the slope of the roof.

All trim shall be 24 gauge pre-finished to match roofing.

Fascia trim minimum size shall be 3½”x 3½” square, 24 gauge.

Open or welded “C” channels, “S” or “Z” purlins, “I” beams or angle iron shall not be allowed.

Provisions for electrical shall be (1) light and (1) outlet.

mailto:info@classicrecreation.com http://www.classicrecreation.com/

STANDARD SPECIFICATIONS

w/ TRUZINC RICH PRIMER & SUPER DURABLE POWDER COAT PAINT

GENERAL:

1. All structures shall be designed and fabricated to the IBC (Latest Edition) or current local building code with standard load designs of the greater value of 20# per S.F. minimum live load and 115 mph sustained wind load or site specific conditions and the applicable zone for seismic loads.

2. All members shall be designed according to the “American Institute of Steel Construction (AISC) specifications and the American Iron and Steel Institute (AISI) specifications for cold-formed members.

3. All fabrication welds shall be in strict accordance with the structural welding code of the American Welding Society (AWS) specifications. All structural welds shall be in compliance with the requirements of “Pre-qualified” welded joints. All welding shall conform to ASTM A-233 series E-70XX electrodes - low hydrogen.

Field welding shall not be required.

4. When required, after award of bid, the shade structure manufacturer shall submit structural calculations, sealed by a registered engineer in the state in which the structure is to be erected for review and approval by the approving agency.

5. Manufacturer qualifications: All manufacturers shall have a minimum of (20) twenty years experience in the fabrication of tubular steel shade structures. Shade structure and kiosk fabrication shall be the manufacturer’s primary business. Manufacturer shall have fabricated similar structures to that which is specified. All non-specified manufacturers shall submit complete shop drawings indicating type, size & gauge of material used, with detailed connections to the specifying agency or design firm at least 10 days prior to bid opening for review and written pre-approval. All bids submitted without prior approval will be rejected.

FOOTINGS & COLUMNS:

1. Footings shall be structurally engineered by the structure manufacturer to meet local codes and site conditions. (Sample footing drawings shall be made available to the contractor or owner from the manufacturer). When required for structure installation, anchor bolts shall be supplied by the owner / contractor. Columns shall be ASTM 500 grade B. Concrete footing rebar (if required) shall be ASTM A-615 grade 40 #4 bars & smaller, grade 60 #5 bars & larger. Concrete shall be 5 sack mix “Portland” cement.

Maximum slump shall not exceed 4”. Concrete compressive strength shall be a minimum of 2500 psi @ 28 days.

FRAME MEMBERS AND COMPRESSION RING:

1. 90% of all steel shall be American (domestic) made. Mill certification shall be made available upon request. All frame members shall be one piece structural steel tube with a minimum .120 (1/8”) wall thickness, sized according to engineering. All frame members shall be bolted together with bolts totally concealed. All tubing for frame members shall be ASTM 500 grade B. Beam end plates shall be ASTM A36 fy=36,000 psi UNO. Bolts shall be A 307’s, or 325’s unless noted otherwise.

“I” beams, Angle iron, “C”, “Z” or “S” purlins or beams, open or closed, shall not be allowed.

ROOFING:

1. All roofing shall be 24 gauge Zincalume / Galvalume coated steel panels ICBO #ER-

2757. “Mega-Rib” panels shall be 36” wide with 1½” high ribs @ 7.2”. All roofing shall be pre-finished with Duratech 5000 or equal, 30 year paint finish. All roof panels shall be pre-cut with ribs running with the slope of the roof. Fascia trim shall be 3 ½” square fascia trim 24 gauge Zincalume / Galvalume coated pre-finished matching the roof color.

Screws & rivets shall match roof color. (Miami Dade Approved)

POWDER COATING:

1. All frame members shall be media blasted to a white finish removing all rust, scale, oil and grease. Powder coating for all frame members shall be provisionally warranted for

(10) ten years with TRUZINC 7520-70138 primer with a Dry Film Thickness of

(2.0 - 6.0 mils) & hardness of 2H-3H with a Salt Spray Resistance of 6000 hours and Super Durable Gloss Polyester 9000 series finish paint (2.5-3.5 mils) with a hardness of H-H2 & has 1000 hour salt spray resistance. Total of primer & finish paint shall be 4.5-

9.5 mils of paint. Finish shall be a smooth uniform surface with no pits, runs or sags.

For additional information, please visit http://www.tcipowder.com/ for a complete list of specifications.

ERECTION:

1. Manufacturer shall supply complete layout and detail plans with installation instructions for the structure. The structure shall be erected in a work-man-like manner with framing, roofing and trim installed according to the manufacturer’s installation instructions. Care shall be taken to avoid damaging the structure during installation. Touch up powder coat paint with paint provided to prevent rusting. Components of the structure shall be covered and kept dry prior to erection.

WARRANTEE:

1. Manufacturer shall warranty the structure to be free from defects in material and work-man-ship for a period of (10) ten years from date of acceptance by owner. Warranty does not include damage from theft, fire, vandalism or acts of God. Manufacturer shall repair or replace structure components of like kind at his option, to match existing material and workmanship. Steel roof finish shall be warranted for (30) thirty years under a separate roof manufacturer’s warranty. Powder coat paint shall be warranted for (10) ten years after acceptance from owner against peeling, flaking and rusting. Warranty does not cover damage caused from shipping, erection of structure, lack of touchup and maintenance, overspray from lawn sprinklers or vandalism. Bolt threads are not powder coated and therefore are not covered under the powder coat warranty.

NOTE: Engineering specifications take precedence over drawings if differences occur.

http://www.tcipowder.com/

CRS, INC.

NTS

NOT FOR CONSTRUCTION

PLAN VIEW 18' X 18' MESA MODEL

24 GA MEGA-RIB

STEEL ROOF

FASCIA TRIM

PERIMETER

BEAM

MAIN BEAM

6" X 6" COLUMN

EXTENSION

BEAM

18' SQUARE

COMPRESSION

RING

CRS, INC. NOT FOR CONSTRUCTION

ELEVATION 18' X 18' MESA MODEL

18' SQUARE

FASCIA TRIM

6" X 6" COLUMN

24 GA MEGA-RIB

STEEL ROOF

8'

'-3 1 2"

NOT FOR C

ONSTRUCTIO

N

LAYOUT PLAN 18' X 18' MESA MODEL

CTR OF FTG,

A-BOLT

& COLUMN

ROOF LINE

NOT FOR C

ONSTRUCTIO

N

18' SQUARE

CTR OF ELEC

CONDUIT IF REQ'D

1 7

8 "TYP.

1'-6" 1'-6"15'

'-2

NOT FOR C

ONSTRUCTIO

N

NOT FOR C

ONSTRUCTIO

N

FINISH GRADE

SLAB

NOTE: FOR ILLUSTRATION ONLY!

FOOTING SIZE MAY CHANGE w/

STRUCTRAL ENGINEERING

ELEC CONDUIT IF REQ'D

6" X 6" COLUMN

A-BOLT HOLE

BASE PLATE

STUB ELEC CONDUIT

PER LOCAL CODE

SEE COL DTL PLAN

FOR LOCATION IF REQ'D

2500 PSI CONCRETE

BY CONTRACTOR

8" X 14" A-36 ALL

THREAD A-BOLT

w/ (2) HEX NUTS

& 12" EMBED BY

CONTRACTOR

(3) #4 REBAR @ 9" OC

EACH WAY TOP & BTM

ADJUST FTG DEPTH FOR

LOCAL FROST CONDITIONS

NON-EXPANSIVE,

UNDISTURBED OR 95%

COMPACTED SUBGRADE

HEX NUT BY CONTRACTOR

HANDHOLE w/ COVER

6" X 6" COLUMN

OPTIONAL ABC

1' -6

8"

EXPANSION

MAT'L

4"

2"

3"

3" T

YP

3" TYP

3'-0" SQ

SURFACE MOUNT SPREAD FOOTING

18' X 18' MESA MODEL

1"

WASHER & BASE PLATE

NOT FOR C

ONSTRUCTIO

NNOT FOR C

ONSTRUCTIO

N

FINISH GRADE

SLAB

ADJUST FTG DEPTH FOR

LOCAL FROST CONDITIONS

A-BOLT HOLE

6" X 6" COLUMN

ELEC CONDUIT IF REQ'D

BASE PLATE

6" X 6" COLUMN

HANDHOLE w/ COVER

HEX NUT BY CONTRACTOR

EXPANSION MAT'L

(6) #5 VERTICAL REBAR

STUB ELEC CONDUIT

PER LOCAL CODE

SEE COL DTL PLAN

FOR LOCATION IF REQ'D

NON-EXPANSIVE,

UNDISTURBED OR 95%

COMPACTED SUBGRADE

#3 HORZ REBAR TIES

6" OC

(3) IN TOP 5"

2500 PSI CONCRETE

BY CONTRACTOR

NOTE: FOR ILLUSTRATION ONLY!

FOOTING SIZE MAY CHANGE w/

STRUCTRAL ENGINEERING

8"

4"

2"

11 2"

3" T

YP 3" TYP

2'-0" DIA

4' -0

8" X 14" A-36 ALL

THREAD A-BOLT

w/ (2) HEX NUTS

& 12" MIN EMBED

BY CONTRACTOR

SURFACE MOUNT CAISSON FOOTING

18' X 18' MESA MODEL

1"

WASHER & BASE PLATE

42 | P a g e

Pedestal Grill, Pilot Rock Model #ASW-20

REV. 08-22

MODEL ASW-20 B2 ACCESSIBLE PARK GRILL WITH B2

EMBEDDED MOUNT BASE

Specification Bulletin #SPC- GR-027

WWM

2-29-12

AI-2013

ALL DIMENSIONS IN INCHES

TITLE DRAWN BY

DATE

DWG. NO.

15 5/16

32 1/2

20 3/8

GRATE ROTATES 180° FROM

OVER FIRE WITH 5 LBS. OF

FORCE. HANDLE IS NEVER

OVER FIRE

OPTIONAL B18 SURFACE MOUNT

INSTALLATION

STANDARD B2 EMBEDDED POST

INSTALLATION

24 13/16

33 5/16

15 3/8

MINIMUM 12" OD X 36"

CONCRETE FOOTING

RECOMMENDED.

LOCAL CODES MAY VARY

6 3/16 10 3/168 1/2

STANDARD B2 EMBEDDED POST

INSTALLATION

MODEL ASW-20 B2 ACCESSIBLE PARK GRILL WITH B2

EMBEDDED MOUNT BASE

Specification Bulletin #SPC- GR-027

WWM

2-29-12

AI-2013

ALL DIMENSIONS IN INCHES

TITLE DRAWN BY

DATE

DWG. NO.

15 5/16

32 1/2

20 3/8

GRATE ROTATES 180° FROM

OVER FIRE WITH 5 LBS. OF

FORCE. HANDLE IS NEVER

OVER FIRE

OPTIONAL B18 SURFACE MOUNT

INSTALLATION

STANDARD B2 EMBEDDED POST

INSTALLATION

24 13/16

33 5/16

15 3/8

MINIMUM 12" OD X 36"

CONCRETE FOOTING

RECOMMENDED.

LOCAL CODES MAY VARY

6 3/16 10 3/168 1/2

STANDARD B2 EMBEDDED POST

INSTALLATION

MODEL ASW-20 & ASW-24 B2 ACCESSIBLE PARK GRILL WITH B2

EMBEDDED MOUNT BASE. ALSO SHOWS B18 SURFACE MOUNT

BASE.

MFIMFI

2-17-172-21-17

MODEL

NUMBER

DIMENSION

ASW-20

ASW-24

a b

15-1/8 19-3/8

15-1/8 23-3/8 b a

46 | P a g e

Vault Toilet (Double), Boom Concrete, Clovermist

Boom Concrete, Inc.

220 Girard Avenue

PO Box 437

Newell, SD 57760

Toll Free: 800-464-2600

Telephone: 605-456-2600

Fax: 605-456-6060

Website: www.boomcon.com

Email:

cjohnston@boomcon.com

Concrete, Inc.

Replace this… with a BOOM!

Clovermist Vault Toilet Specifications

BOOM Concrete, Inc.

Specifications for BOOM Clovermist Precast Concrete Vault Toilet

1.0 SCOPE

1.1 This specification covers the prefabrication, on-site delivery, off loading and placement of the Clover mist precast concrete vault restrooms as produced by BOOM Concrete, Inc.

2.0 SPECIFICATIONS

2.1 ASTM C33 - Concrete Aggregates

2.2 ASTM C39 - Method of Test for Compressive Strength of Cylindrical Concrete Specimens

2.3 ASTM C143 - Method of Test for Slump of Concrete

2.4 ASTM C150 - Standard Specification for Portland Cement

2.5 ASTM C192 - Method of Making and Curing Test Specimens in the Laboratory

2.6 ACI 1211.1 - Recommended Practices for Selecting Proportions for Normal and Heavyweight Concrete

2.7 ASTM A615 - Reinforcing Steel

2.8 ASTM A185 - Welded Wire Mesh

2.9 PCIMNL 116 - Quality control for Plants and Production of Precast Pre-stressed Concrete Products

3.0 DESIGN CRITERIA

3.1 Vault restrooms have been designed to meet the following criteria. Calculations and Engineer’s stamped drawings are available upon request by the customer and are for their sole and specific use only. The design criteria are to ensure that vault restrooms not only will withstand the forces of nature listed below but to provide protection from vandalism and other unforeseen hazards.

3.2 Snow Load: The vault restroom will withstand a snow load of 350 pounds per square foot minimum.

3.3 Wind Load: The vault restroom will withstand the effects of 150 mile per hour wind load (3 second-gust), Exposure C.

3.4 Seismic Zone: The vault restroom will withstand the effects of group 1, category E.

3.5 Floor Load: The vault restroom floor will withstand loads of 400 pounds per square foot minimum.

3.6 The vault restroom is designed to meet the requirements of the Americans with Disabilities Act Re-quirements and Uniform Federal Accessibility Standard including as of the date of these specifications.

3.7 The vault restroom shall have full 60” turning diameter in each interior and entry area.

3.8 The vault restroom incorporates all design aspects of Sweet Smelling Technology as outlined by Brian Cook for the U. S. Forest Service. (“In Depth Design and Maintenance Manual for Vault Toilets” - July - 1991– Publication No. 9123 1601). All BOOM Clovermist toilets have an improved design with a solar heat chamber built into the 7:12 pitch roof which eliminates all odor associated with outdoor toilets.

3.9 Tolerances: Tolerances will be within the limits as dictated by the PCI Quality Control and Assurance Manual. Design criteria include provisions of the 2010 IBC Code.

4.0 MATERIALS

4.1 Concrete mix design, mixing and delivery, placement finishing, curing and quality assurance.

4.1.1 Concrete will contain proper proportion of cement, aggregate, and water to obtain concrete with good workability. Minimum strength concrete: 5,000 PSI at 28 days.

4.1.2 Cement will be ASTM C-150 Type II SR (Sulfur resistant) or Type V, 6.5 sacks per cubic yard.

4.1.3 ASTM C33 with designated size of coarse aggregate No. 67 (3/4” to No. 4).

4.1.4 Potable water with minimum water/cement ratio 5.0 gallons per sack.

4.1.5 Slump will be 3” to 5” by ASTM C231.

4.1.6 Air content shall be 4 to 7 percent as per ASTM C231. Air-entrained admixtures will conform to ASTM C260. Water reducing admixtures will conform to ASTM C494, Type A. Use of other admixtures is subject to approval.

Fax: 605-456-6060

Website: www.boomcon.com

Email: lfox@boomcon.com

Clovermist Vault Toilet Specifications

4.1.7 Curing compound will be colorless complying with ASTM C309, Type I or I-D

4.2 Colored Concrete – Color requirements for pre-cast toilets.

4.2.1 The toilet building roof, wall panels to floor line and screen panels will be precast with integrally colored concrete where appropriate.

4.2.2 The same type and brand of cement, color, aggregates, and other additives shall be used throughout. In addition, as far as is reasonably practicable, all ingredients shall be from the same lot or manufacturing process. Aggregates shall be from the same source.

4.2.3 All volumes of concrete shall be uniform in all respects to ensure uniformity of the color of the finished concrete. All ingredients shall be weighed. All color by weight as recommended by the manufacturer of the concrete color. The mixing operations shall be adequate to uniformly disperse the color throughout each batch. A 12”x12”x1” color sample will be available for customer approval.

4.2.4 Wash and thoroughly clean the mixer and transporting equipment before mixing colored concrete.

4.2.5 Color additive shall be the color specified on the delivery order. Standard schedule of colors will be available from manufacturer.

4.3 Cold/Hot Weather Concrete

4.3.1 Cold weather concrete placement shall be in accordance with ACI 306.

4.3.2 Concrete will not be placed if ambient temperature is expected to be below 30° Fahrenheit during the curing period unless heat is readily available to maintain the surface temperature of the concrete at least 45° Fahrenheit.

4.3.3 Materials containing frost or lumps of frozen materials will not be used.

4.3.4 Hot Weather Concrete: The temperature of the concrete will not exceed 80° Fahrenheit. At the time of placement and when the ambient temperature reaches 90° Fahrenheit, the concrete will be protected with moist covering.

4.4 Concrete Reinforcement

4.4.1 All reinforcing steel will conform to ASTM A615. All welded wire fabric will conform to

ASTM A185.

4.4.2 All reinforcement will be new, free of dirt, oil, paint, grease, mill scale, loose or rust when placed. Reinforcement will be stored on blocks or saw horse off the ground in a manner to prevent bending, rusting and accumulation of dirt or soil.

4.4.3 Reinforcement will be installed as shown on the drawings and if details of reinforcement are not shown will be in accordance with ACI 318.

4.4.4 Steel reinforcement will be centered in the cross-sectional area of the concrete member unless otherwise specified on the drawings.

4.4.5 Welded wire mesh in flat sheet form may be substituted in place of reinforcing steel in the roof slab and the exterior slab. The steel area of the wire mesh must be equal to or greater than the steel bar area. No more than two layers of welded mesh will be allowed in any concrete section to provide the required steel area. Mesh openings for two layers of mesh shall be shifted ½” mesh grid size both ways.

4.4.6 Adequate placement and support of reinforcing steel and wire mesh in final position will occur before starting placement of concrete.

4.4.7 Reinforcing steel will be continuous around corners between adjacent walls. Full lengths of reinforcing steel will be used whenever possible and the number of splices will be kept to a minimum. On long runs, splices will be alternated from opposite sides of the component for adjacent steel bars.

4.5 Concrete Sealers

4.5.1 Clear, colorless polysiloxage resin penetrating sealer for weatherproofing concrete which meets performance requirements of Federal Specification SS-W-110b.

4.5.2 Weatherproofing sealer for exterior of building will be transparent, non-yellowing methyl methacrylate acrylic resin sealer, minimum 20% solids, for weatherproofing concrete exteriors. Low luster finish.

Fax: 605-456-6060

Clovermist Vault Toilet Specifications

4.6 Caulking, Grout, Adhesive and Sealer

4.6.1 In accordance with Federal Specifications TTS-01543A, BASF Sonolastic NP 1 Polyurethane Sealant or equal will be used with standard colors of white for inside surfaces color to match the exterior.

4.6.2 Epoxy concrete adhesive will be two components rigid, non sag gel adhesive for bonding to dry or damp surfaces, moisture insensitive. Gray or other approved color.

4.6.3 Portland cement mortar will consist of one part Portland cement, three parts sand and enough water to make a workable mixture.

4.7 Paint

4.7.1 All paints and materials will conform to all Federal specifications or be similar “top-of-the-line components”. Paints will be lead free. Standard paint materials and finish will be as follows:

4.7.2 Metalwork, steel doors

4.7.2.1 Factory Primed

4.7.2.1.1 Metalwork and steel doors will be primed with a one coat zinc dust metal primer, Federal Specification TT-P-1046A. Primer not required on items delivered shop primed.

4.7.2.1.2 A minimum of one coat semi-gloss alkyd exterior enamel as per Federal Specification TT-509 Class A will be applied to all metalwork.

The color of enamel will be dark brown.

4.7.2.2 Factory Powdercoat

4.7.2.2.1 Metalwork and steel doors will be powder coated by the manufacturer using Sherwin Williams 410 Teakwood brown finish.

4.7.3 The interior walls will be painted using a two part, high gloss polyamide epoxy enamel, white in color with a minimum of one primer coat and one color coat; or 2 coats of a modified acrylic, water repellent penetrating stain.

4.7.4 Interior floors will be a one or two part, high gloss polyamide epoxy enamel, tan or grey in color. There will be a minimum of one primer coat and one color coat.

4.7.5 Exterior concrete surfaces.

4.7.5.1 Exposed Aggregate surfaces will be sprayed with a clear, water based penetrating sealer with water repellent and graffiti resistant properties.

4.7.5.2 Barnwood surfaces will be sprayed with 2 coats of water repellent penetrating stain in the same color as the walls followed by one coat of anti-graffiti sealer.

4.7.5.3 Colonial Dry Stack may be left untreated to give weathered rock finish.

4.7.5.4 Cedar shake textured roof units will be sprayed with two coats of dark brown water re-pelent penetrating stain. Upper surface of roof units will be a dark color to aide positive airflow through the solar heat chamber in roof.

4.7.5.1 Exterior slabs will be 1 coat of clear sealer.

4.8 Toilet Riser

4.8.1 Toilet Riser for the vault toilet will be 18” high, white cross linked polyethylene, with heavy duty seat and lid, as manufactured by Romtec, Roseburg, OR. The color will be white.

4.9 Grab bars

4.9.1 Stainless steel, 18 ga. material, satin non-slip finish, 1 ½” outside diameter tubing, mounted with 1½” wall clearance for handicapped, with concealed screw mounting flanges as manufactured by Tubular Specialties Manufacturing, 1-800-225-5876.

4.10 Toilet Paper Dispenser

4.10.1 Bar-type toilet paper dispenser shall be constructed of stainless steel with satin finish, designed to hold three standard rolls of toilet paper. All corners will be rounded and the holder will consist of two mounting brackets (predrilled and slotted) and one lockable bar.

Fax: 605-456-6060

Clovermist Vault Toilet Specifications

4.11 Signs

4.11.1 With each order, Boom Concrete, Inc.