Attachment 7 - Picnic Area and Trailhead Specs.pdf

Renovate Marshall Gulch

Picnic Area and Trailhead

Specifications

November 2023 ii iii

TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

01010 – SUMMARY OF WORK

1.1 – Definitions

1.2 – Description

1.3 – Location and Conditions

1.4 – Schedule

1.5 – Contract Administration

1.6 – Quality of Work

1.7 – Codes and Standards

1.8 – Special Construction Requirements

1.9 – Contract Closeout

01020 – MEASUREMENT & PAYMENT

1.1 – Measurement & Payment

01030 – CONSTRUCTION STAKING

1. 1 – Scope

3. 1 – General

01040 - MOBILIZATION

1.1 – Summary

01050 – SUBMITTALS

1.1 – Procedures

2.1 – Description

2.2 – Submittals

01060 – QUALITY CONTROL

1.1 – General

DIVISION 2 – SITE WORK

02010 – DEMOLITION AND CLEARING

1.1 – Description

Not Used

3.1 – Preparation

3.2 – Protection iv

3.3 – Clearing

3.4 – Removal

02020 – EARTHWORK

1.1 – Summary

02090 - STABILIZED CRUSHED GRANITE TRAIL

1.1 – Summary

2.1 – Materials

3.1 – Installation

DIVISION 3 – CONCRETE

03010 – CONCRETE

1.2 – Summary

03600 - GROUT

1.3 – Summary

DIVISION 10 – SPECIALTIES

10000 – RESTROOM

1.1 – Summary

1.2 – Submittals

1.3 – Quality Assurance

2.1 – Restroom ..................................................................................... Error! Bookmark not defined.

3.1 – Preparation

3.2 – Installation

10010 – TRASH BINS

1.1 – Summary

2.1 – Trash Bin

3.1 – Preparation

3.2 – Installation

10020 - PEDESTAL GRILLS

1.1 – Description of Work

2.1 – Pedestal Grill

3.1 – General

3.2 – Location

10030 - PICNIC TABLE

v

1.1 – Description of Work

2.1 – Tables

3.1 – General

3.2 – Location

10040 - FEE STATION

1.1 – Summary

2.1 – Fee Tube

3.1 – Preparation

3.2 – Installation ................................................................................... Error! Bookmark not defined.

vi

DIVISION 1 – GENERAL REQUIREMENTS

01010 – SUMMARY OF WORK

PART 1 – GENERAL

1.1 – Definitions

Contractor – the successful bidder who is awarded the contract.

Government – the Contracting Officer (CO) or designated Contracting Officer’s Representative (COR) of the Coronado National Forest.

1.2 – Description

Contractor shall furnish all materials, equipment, transportation, labor, supervision, and other associated work necessary to complete work according to the Drawings and Specifications. The contractor is responsible for obtaining all the required permits.

Scope of work includes:

• Demolish and remove five picnic areas and restroom within the road construction footprint see Sheet S-01. Empty restroom vaults prior to demolition.

• Demo a picnic area near stream shown on Sheet S-01, Detail 1 on Sheet D-01.

• Reestablish survey control points based on CP1 from the 2010 site survey, see Sheet G-02.

• Place three concrete picnic tables and install pedestal grills on existing parking lot shown on Sheet S-01, see Detail 2 on Sheet D-01. Pedestal grills shall be Pilot Rock’s Model No. A-20/S B2 or approved equal. Concrete picnic tables shall be Outdoor Creations Inc. Model No. 104FSS or approved equal.

• Build a 4-foot-wide and 25-foot-long concrete stairway with railing, see Sheet S- 01 and Sheet D-02.

• Build a 5-foot-wide and 20-foot-long concrete path, see Sheet S-01 and Detail 2 on Sheet D-03. Ensure path meets FSORAG accessibility requirements include where the path crosses the roadside ditch.

• Relocate CXT vault restroom approximately 300 feet from its existing position to the area created by cut and fill shown on Proposed Road and Bridge Plans Sheet

5. Protect fill slope with Class 4 for riprap. CXT model shown on Sheet D-04.

• Pour concrete between the CXT restroom and the asphalt parking spaces and on each side of the restroom.

• Place riprap on the fill slope of the near the restroom, see Sheet S-02.

• Relocate fee station including bulletin board and fee tube, see Sheet S-01.

• Relocate two trans bins and one recycle bin, see Sheet S-01.

• Remove remnants of stone masonry retaining walls which have failed or are no longer needed, will be marked by the COR.

• Demo two picnic area near Sabino Creek shown on Sheet S-02, see Detail 1 on Sheet D-01.

• Place three concrete picnic tables and install pedestal grills on existing parking lot shown on Sheet S-02, see Detail 2 on Sheet D-01. Pedestal grills shall be Pilot Rock’s Model No. A-20/S B2 or approved equal. Concrete picnic tables shall be Outdoor Creations Inc. Model No. 104FSS or approved equal.

• Construct a 12-foot-wide asphalt paved ramp from STA 4+40 of the road alignment from the Proposed Road and Bridge Plans to the existing road to the southern existing parking lot, see Sheet D-05. The designed slope is 5 percent to provide an Outdoor Recreation Access Route (ORAR) to the southern picnic areas.

Ensure path meets FSORAG accessibility requirements include where the road crosses the roadside ditch.

• Remove two 6-foot-span arch pipe CMPs, each approximately 65 feet long shown on Sheet S-02. Remove upstream headwall and downstream retaining wall, see Sheet D-07.

• Install a concrete box culvert, 10-foot-span, 3-foot-rise, and 10-foot-long with wing and cutoff walls. Final dimensions to be determined by the contractor and culvert manufacture, see Sheet D-09.

• Reconstruct channel, place boulders, seed, mulch, and protect banks with a 100% natural rolled erosion control product such as Coir matting. Detail shown on Sheet D-06.

• Remove retaining wall downstream of pedestrian bridge, see Sheet D-07.

• Recontour parking lots as shown on Sheet S-02, place boulders, seed, mulch, and protect banks with 100% natural rolled erosion control product such as Coir matting, see Sheet D-08.

• Subcontract willow propagation for bank stabilization.

1.3 – Location and Conditions

The project site is located approximately a half mile south of the community of Summerhaven, AZ at the end of the Catalina Highway where Sabino Canyon Park Road dead ends. The legal land description is Section 31, Township 11 South, Range 16 East, Pima County. The project area centroid is approximately LAT: 32.428914° LONG: -110.755351°.

It is the Contractor’s responsibility to familiarize themselves with the existing conditions and notify the Government of any discrepancies shown in these documents.

For delivery of materials and other construction-related items, the Contractor shall coordinate with Contracting Officers Representative (COR). It is the Contractor’s responsibility to determine safe vehicle lengths and load limits for roads that access the site.

1.4 – Schedule

A pre-work meeting for clarification of the project will be held if needed or desired by either the Contractor or the Government.

A schedule for all work must be submitted to and approved by the Government prior to the start of construction.

The Contractor shall notify the Forest Service three (3) days in advance of any survey work and seven (7) days in advance of any construction work.

1.5 – Contract Administration

The Contractor shall be fully responsible for seeing that construction activities conform to the approved final drawings and specifications and according to provisions of this contract.

The Government will provide timely reviews of submittals and may periodically inspect the Contractor’s work.

Construction quality control shall include supplying all the personnel, equipment, and documentation necessary to ensure that construction is completed in compliance with the drawings, specifications, codes, and standards included in the contract.

The Contractor shall not disturb plants, soil, or other site features except within the areas necessary to complete the work. The Contractor shall clearly stake limits of construction and maintain marks throughout construction. The Government will review all staking.

1.6 – Quality of Work

The products listed in the specifications are preferred products chosen for building compatibility and quality. However, equal or better alternatives submitted by the Contractor will be considered.

Use recovered materials, recyclable materials, and environmentally preferable products and services where possible as per Executive Order 13423.

1.7 – Codes and Standards

Codes and standards of the following associations and listed publications will become part of this contract:

1. International Building Code (IBC)

2. American Concrete Institute (ACI)

3. National Electrical Code (NEC)

4. International Mechanical Code (IMC)

5. International Fire Code (IFC)

6. American Disabilities Act/Architectural Barriers Act Accessibility Guidelines

(ADAABAAG)

7. Forest Service Outdoor Recreation Accessibility Guidelines (FSORAG).

8. Occupational Health and Safety Administration (OSHA) Standards

9. American Society for Testing and Materials (ASTM)

10. American National Standards Institute (ANSI)

11. Standardized Specifications for Paints and Coatings (SSPC)

12. International Organization for Standardization (ISO)

13. National Sanitary Foundation (NSF)

All materials, workmanship, and designs shall meet specified requirements of the standards referenced in this section and other local or state codes, related to this type of work, whichever is more stringent.

If a particular item is not covered by a standard, it shall be proven by certified test by a reputable laboratory to be capable of performing satisfactorily, at no additional cost to the Government.

1.8 – Special Construction Requirements

For Earthwork, Aggregate Base, Asphalt, Cement, and Riprap Specification see:

• FHWA Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. FP-03

• Forest Service Supplemental Specification for Marshall Gulch Bridge

Construction activities on Marshall Creek and Sabino Creek at the existing south parking lot must occur between September 1st and March 1st.

Closure of Sabino Canyon Park Road at an existing gate north of the project area will be allowed during construction activities. However, the contractor shall allow public pedestrian traffic down the main road for trailhead access for at least 50% of the contract time in no more than two consecutive time periods, coordination with the COR is required.

The contractor is responsible for safe separation of public and construction activities.

Upon completion of the project, all demolished improvements and other construction materials designated for removal shall be removed from Government land and disposed of in accordance with State and County standards.

All site features designated to remain shall be protected from damage during the project.

Any damage to site features shall be repaired to their original condition at the cost of the Contractor.

Protect trees and large vegetation designated to remain. No live trees are to be cut unless designated on the drawings. Dead trees and stumps may be removed. Tree limbs may be trimmed as necessary.

Construction Access and Protection: The Contractor shall be responsible for securing the project area from the public and government personnel. This includes providing the necessary security for protection of the Contractor's materials, equipment, tools and work until final acceptance by the Government. The Contractor shall also provide sufficient signs, barriers, barricades, markers, etc. to warn of hazardous conditions and to protect people from injury.

Equipment and Material Storage: The Contractor shall obtain permission from the Government for equipment and material storage.

Sanitation/Garbage: The Contractor shall always keep the construction site free of loose garbage. No restrooms will be available at the project location during construction.

1.9 – Contract Closeout

Remove temporary facilities and provide final cleaning and touch-up. Restore portions of buildings, site improvements, landscaping, and other items damaged by construction operations to the satisfaction of the Government at no additional expense to the Government.

*** END OF SPECIFICATION 01010 ***

01020 – MEASUREMENT & PAYMENT

PART 1 – GENERAL

1.1 – Measurement & Payment

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 and materials will be considered incidental to the completion of the items shown and no separate payment will be made.

*** END OF SPECIFICATION 01020 ***

01030 – CONSTRUCTION STAKING

1. 1 – Scope

This section pertains to items requiring survey and staking prior to construction.

PART 2 – PRODUCTS

None.

PART 3 – EXECUTION

3. 1 – General

The Contractor shall set all flagging, stakes, nails and string lines necessary to construct features as shown on the drawings. The Contractor is responsible for establishing the project control points. Control Point 1, established during a 2010 survey, shall serve as the local horizontal and vertical datum for the project. Construction work shall not begin on an item requiring staking until it has been approved by the Government.

***END OF SPECIFICATION 01030***

01040 - MOBILIZATION

1.1 – Summary

Section Includes: Preparatory work and operations, including those necessary to the movement of personnel, equipment, supplies and incidentals to the project site; and for other work and operations which must be performed, or costs incurred prior to beginning work on the various items on the project site. This specification does not include moves between project sites.

***END OF SPECIFICATION 01040***

01050 – SUBMITTALS

1.1 – Procedures

It will be the Contractor's responsibility to submit all items with such promptness as to cause no delay in the work. Approvals must be obtained before starting work which involves the item. Contractor shall allow 5 days for processing of submittals by the Government. Submittals may also be referred to as shop drawings.

PART 2 – PRODUCTS

2.1 – Description

The Contractor shall submit one copy of all submittals to the Government for approval on the items required herein. For each submittal, the Contractor must receive written approval from the Government to use the item before incorporating it into the project work. Literature must be marked or otherwise designated to show the exact model, size, etc. the Contractor proposes to use. Information must be adequate to determine compliance with the specifications. Approvals must be received for products differing from those described in the Government-supplied specifications.

Submittals will be waived if the Contractor furnishes the exact item used for design when the manufacturer's model, size, etc. are shown in the contract.

2.2 – Submittals

A. Certificates of compliance are required for the following:

1. Concrete

2. Picnic Table

3. Aggregate

4. Pedestal Grills

5. Decomposed Granite

6. Riprap

B. Manufacturer’s literature, shop drawings, or samples required for:

1. Concrete Box Culvert

***END OF SPECIFICATION 01050***

01060 – QUALITY CONTROL

1.1 – General

This work shall consist of providing quality control in conformance with the inspection of construction provisions of this contract to ensure compliance with the drawings, specifications, and provisions of the contract. The contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of this specification.

PART 2 – CONSTRUCTION

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

A. Quality Control Plan

The Contractor shall submit the following in writing:

a. Authorities and responsibilities of inspection and testing personnel.

b. Experience and qualifications of inspection and testing personnel to be assigned and name and location of any (for hire) testing facility to be used.

B. Approval of Quality Control Plan

The Contractor's proposed quality control plan for all items requiring quality control shall be submitted to the Government for review prior to the Contractor commencing work. Within 5 days of receipt of plan, the Government shall notify the Contractor whether the plan adequately covers quality control requirements.

Construction work shall not be performed prior to Contractor's receipt of written approval of the proposed plan. The Contractor shall submit to the Government, in writing, any proposed changes in the approved quality control plan. Proposed changes shall not be put into effect until approved in writing by the Government.

The Contractor shall provide and maintain appropriate measuring and testing devices, equipment, and supplies to accomplish the required measurement, testing, and inspection in a timely manner. Tests, measurements, and certifications shall be made as required by the drawings and specifications. The Contractor shall take samples and perform inspections and tests necessary to achieve the quality of construction required by the contract.

C. Inspection and Tests

The Contractor shall maintain current records of all inspections and tests performed. The following format or one containing the following information will be acceptable to the Government:

Project Name Contract No Performed By

Item Test Date Location Standard Results Initials

D. As-Built Drawings

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 contract drawings shall be indicated in red on the drawings. Upon completion of the contract work, as-built drawings shall be submitted to the Government.

E. Frequencies for making approvals, inspecting, sampling and testing shall be as shown in Table 1400-1. Responsibilities shall be as shown in Table 1400-1. The following key refers to the abbreviations shown in Table 1400-1:

a. CC: Certification and/or inspection, sampling, and testing by Contractor, or Contractor's representative.

b. CL: Approvals, inspections, sampling, testing or measuring under the direction of and certification by a qualified employee of a certified lab or by a Registered Professional Engineer in the state of Arizona. The Contractor shall be responsible for furnishing the Professional services as shown in Table 1400-1.

TABLE 1400-1

QUALITY CONTROL, INSPECTION, SAMPLING, TESTING, AND MEASUREMENTS

Item

Approvals, inspections, sampling, minimum or tests required

Frequency

Certification

Fill Compaction test 1 total CL

Aggregate base Compaction test 1 total CL

Concrete Cylinder set 1 CL

Air entertainment test 1 CL

Slump 1 CL

***END OF SPECIFICATION 01060***

***END OF DIVISION 1***

DIVISION 2 – SITE WORK

02010 – DEMOLITION AND CLEARING

PART 1 – GENERAL

1.1 – Description

Demolition and clearing work includes the removal of the existing restroom, picnic tables, pedestal grills, and retaining walls.

PART 2 – PRODUCTS

Not Used

PART 3 – EXECUTION

3.1 – Preparation

A. Coordinate removal work with the Government.

B. Verify that existing plants designated to remain are identified and protected. Mark all trees to remain in a manner that indicates pre-demolition ground level and use marking system that does not damage trees to be so marked.

3.2 – Protection

A. Protect plants and features not required to be removed by construction activities.

B. Protect existing structures and features not required to be removed by construction from damage or displacement.

3.3 – Clearing

A. Do not remove any trees unless approved by the government.

B. If any archaeological artifacts or evidence is encountered, notify the Government and halt work in the area immediately.

3.4 – Removal

A. All construction debris, extracted plant life, facilities and materials scheduled for demolition must be completely removed off Government lands and disposed of legally by the Contractor.

B. The Contractor shall perform the work as shown on the drawings.

C. The Contractor shall be responsible for removal, equipment, containment, cleanup, and associated costs necessary for removing and salvaging items shown on the plans.

D. Fill all holes and restore grades wherever facilities or extracted plant life are removed.

***END OF SPECIFICATION 02010***

02020 – EARTHWORK

1.1 – Summary

For Earthwork Specifications see:

• FHWA Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. FP-03

• Forest Service Supplemental Specification for Marshall Gulch Bridge

PART 2 – PRODUCTS

Not used.

PART 3 – EXECUTION

Not used.

***END OF SPECIFICATION 02020***

02090 - STABILIZED CRUSHED GRANITE TRAIL

1.1 – Summary

Furnish all labor, equipment, and materials necessary to complete the work in accordance with the terms of this specification and the Contract documents.

2.1 – Materials

A. One possible source of stabilizer is:

Stabilizer Solutions 4832 East Indian School Road Phoenix, AZ 85018 Phone: (602) 952-8009 or 1-800-336-2468 Fax: (602) 852-0718

B. Crushed Granite – Gradation 3/8” down.

Sieve Size % passing

3/8” 100

No. 4 95-100

No. 8 75-80

No. 16 55-65

No. 30 40-50

No. 50 25-35

No. 100 20-25

No. 200 5-15

3.1 – Installation

A. Contractor shall adhere to the following installation requirements unless otherwise directed by the product manufacturer and approved by the Government. Stabilizer is required only for the paths and areas adjacent to equipment at campsite. It is not to be used for tent pads.

B. Install Stabilizer per manufacturer recommendations (method 2, for permanent pavement applications).

C. Spread earth to depth specified.

D. Spread a thin layer of Stabilizer at the rate of 1 lb. per 12 sq. feet evenly using a drop spreader.

E. Roto-till Stabilizer thoroughly into soil to full depth. When properly mixed there will be no trace of the Stabilizer.

F. Level surface and roll.

G. Soak thoroughly to the full tilled depth.

H. After 1-2 days (weather will dictate) roll with heavy roller.

I. For paths and around picnic site equipment feather edges to grade.

J. Contractor shall adhere to the following installation requirements unless otherwise directed by the product manufacturer and approved by the Government. This execution applies only to the tent pad fills.

K. Apply weed killer to subsurface areas to receive crushed granite.

L. Spread earth to depth specified. 3”

M. Compact to 90% density with roller or hand tamper.

*** END OF SPECIFICATION 02090 ***

*** END DIVISION 2 ***

DIVISION 3 – CONCRETE

03010 – CONCRETE

PART 1 – GENERAL

3.2 – Summary

For Concrete Specifications see:

• FHWA Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. FP-03 Section 601. Minor Concrete Structures

• Forest Service Supplemental Specification for Marshall Gulch Bridge

PART 2 – PRODUCTS

Not used.

Not used.

***END OF SPECIFICATION 03010***

03600 - GROUT

3.3 – Summary

For Grout Specifications see:

• FHWA Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. FP-03 Section 608

• Forest Service Supplemental Specification for Marshall Gulch Bridge

PART 2 – PRODUCTS

Not used.

PART 3 – EXECUTION

Not used.

***END OF SPECIFICATION 03600***

*** END DIVISION 3 ***

DIVISION 10 – SPECIALTIES

10000 – RESTROOM

PART 1 - GENERAL

1.1 – Summary

The work in this section shall consist of furnishing and installing a CXT vault restroom building and vault, including shipment to site, and all work necessary to completely install per CXT’s specifications.

1.2 – Submittals

A. Product submittals shall include Manufacturers Original PDF catalog cut sheets in addition to hard copy for the materials incorporated into project with the specific product identified on each cut sheet by an arrow. Provide any data which substantiates that materials or products meet the contract standards or the acceptable standard product. Provide any available installation instructions.

B. Submit manufacturer's certificate of compliance with referenced specifications and standards signed by a representative in the manufacturer's employ.

C. Submit one (1) copy of shop drawings and/or construction documents including floor plans and elevations, dimensions, identification and location of all parts and accessories and product information of all products listed in Part 2 Products of this section.

1.3 – Quality Assurance

A. Installer's Qualifications must include equipment manufacturers. Personnel must be certified to install all components and equipment.

1.4 – Delivery, Storage, and Handling

A. Prefabricated units, accessories and other manufactured items delivered to the project shall be handled, transported, and erected to prevent damage and/or deformation of materials.

B. Material stored at the project site shall be protected from weather. The Government shall not assume responsibility for on-site storage of project materials.

PART 2 - PRODUCTS

2.1 – Restroom

The restroom shall be a concrete CXT Tioga Vault Restroom with the chase. The restroom texture and color shall match the existing CXT restroom ID: T3131, built 8-25-2010.

CXT can be contacted at:

CXT Precast Products, Inc.

3808 N. Sullivan Road, Building #7 Spokane, WA 99216

(800) 696-5766 http://www.cxtinc.com/

PART 3 - EXECUTION

3.1 – Preparation

1. Compact the natural ground at the bottom of the vault excavation with a minimum of three passes with a whacker-type mechanical compactor, or equal approved by the CO.

2. Install sand bedding material for leveling course, if needed.

3. Compact leveling course with one pass with a whacker-type mechanical compactor, or equal approved by the CO.

4. Grade leveling course so there are no high spots in the middle of the vault bottom.

5. Compact with a second pass with a whacker-type mechanical compactor, or equal approved by the CO.

6. Set foundation elevation according to the drawings.

7. Provide a minimum of 18-inches of select granular backfill below upper portion of vault toilet.

8. Clean existing polyurethane caulk from the underside CXT floor and the top of vaults.

3.2 – Installation

A. Install in accordance with manufacturers requirements and recommendations.

B. Use new polyurethane caulk conforming to CXT’s specifications between restroom floor and vaults.

*** END OF SPECIFICATION 10000 ***

http://www.cxtinc.com/

10010 – TRASH BINS

PART 1 - GENERAL

1.1 – Summary

The work under this section includes the relocation of trash bins. Reuse concrete pads if possible. If concrete pad needs to be replaced, pour a 5” thick concrete pad extending 4” beyond all sides of trash bin dimensions.

PART 2 - PRODUCTS

2.1 – Trash Bin

Trash bins to be relocated are Bear Saver Model HB2-Y Double Trash Enclosure 140-GAL.

More information at https://bearsaver.com, 1-800-851-3887.

PART 3 - EXECUTION

3.1 – Preparation

A. Prepare level surface for placement of concrete pads.

3.2 – Installation

A. Relocate trash bins as shown on Sheets S-01 and S-02 or as directed by COR.

B. Anchor bins to concrete in accordance with manufacturer's specifications.

*** END OF SPECIFICATION 10010 ***

https://bearsaver.com/

10020 - PEDESTAL GRILLS

1.1 – Description of Work

The work under this section consists of furnishing all labor, tools, and equipment to install Pedestal Grills, in accordance with the plans, these specifications, and the manufacturer’s specifications. All costs associated to this specification shall be included in the unit price bid for each pedestal grill furnished and installed.

2.1 – Pedestal Grill

Pedestal grills shall be Pilot Rock brand, or approved equal by the Government, Model A- 20S B2, available from:

Pilot Rock, R.J. Thomas Mfg. Co. Inc.

P.O. Box 946

Cherokee, IA 51012

Phone: (800) 762-5002

PART 3 - EXECUTION

3.1 – General

Place grills and install in concrete footers per drawing on Sheet D-01.

3.2 – Location

Location of the pedestal grills shall be staked in the field. Final placement of the pedestal grills shall be approved by the Government.

*** END OF SPECIFICATION 10020***

10030 - PICNIC TABLE

1.1 – Description of Work

The work under this section consists of furnishing all labor, tools, and equipment to furnish and install concrete picnic tables in accordance with the details shown on the plans and these specifications.

2.1 – Tables

Picnic tables shall be Outdoor Creations Inc. Model No. 104FSS (96-inch x 65-inch) or approved equal by the Government. All shall have wood grain table and benchtops, smooth leg bases, and Forest Service shield embossed into ends. Tables are available from:

Outdoor Creations, Inc.

P.O. Box 50

Round Mountain, California 96084

Phone: 530-337-6774

Place tables as shown in the drawings.

3.2 – Location

Location of the picnic tables shall be staked in the field. Final placement of the picnic tables is to be approved by the Government.

*** END OF SPECIFICATION 10030 ***

10040 - FEE STATION

PART 1 - GENERAL

1.1 – Summary

The work under this section includes the installation of a government-furnished electronic fee station.

PART 2 - PRODUCTS

2.1 – Fee Machine

The VenTek model M600XC with pedestal and solar option will be furnished by the government.

VenTek International

1260 Holm Rd. Suite A

Petaluma, California 94954

Phone: 707-773-3373

Install the machine per the manufacturer’s drawing and specifications. The location of the fee machine is shown on Sheet S-01, the detail showing the machine dimension on Sheet D-05 of the Renovate Marshall Gulch Picnic Area & Trailhead Plans. The COR will mark the location in the field using paint after the road pavement work is complete.

*** END OF SPECIFICATION 10010 ***

*** END DIVISION 10 ***

*** END OF SPECIFICATIONS ***