Sample_Task_Order__2_Specs.pdf

USDA FOREST SERVICE PROJECT SPECIFICATIONS

IDIQ FOR FACILITY MAINTENANCE AND CONSTRUCTION SECTION 00 01 50 - 1

SPECIFICATIONS

FOR

SAMPLE TASK ORDER #2

(DESOTO FALLS CAMPGROUND SITE IMPROVEMENTS)

FACILITIES IDIQ

PREPARED BY: SUPERVISORS OFFICE

CHATTAHOOCHEE-OCONEE NATIONAL FORESTS

1755 CLEVELAND HIGHWAY

GAINESVILLE, GA 30501

IDIQ FOR FACILITY MAINTENANCE AND CONSTRUCTION SECTION 00 01 50 - 2

SECTION 00 01 50

SPECIFICATIONS INDEX

DIVISION 00 CONTRACTING REQUIREMENTS

00 01 50 Specifications Index

DIVISION 01 GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 30 00 Administrative Requirements 01 57 13 Temporary Erosion and Sedimentation Control 01 70 00 Execution and Closeout Requirements

DIVISION 02 EXISTING CONDITIONS

02 40 00 Waste Material Disposal 02 41 00 Removal and Disposal of Existing Vault Toilet Structure 02 41 16 Removal and Disposal of Existing Vault Toilet Structure

DIVISION 31 EARTHWORK

31 11 00 Clearing and Grubbing 31 22 00 Grading

DIVISION 32 SITE IMPROVEMENTS

32 13 13 Cement Concrete Pavement 32 30 00 Tent Pads and Spurs 32 32 00 Barrier Rocks 32 33 00 Site Furnishings

END OF SECTION

SUMMARY OF WORK 01 11 00 - 1

SECTION 01 10 00

SUMMARY OF WORK

PART 1 - GENERAL

1.01 PROJECT

A. Project Name: DeSoto Falls Campground Site Improvements

B. Forest Name: Chattahoochee-Oconee National Forests.

This project involves demolition and removal of four marine flush toilets, according to state laws.

Construction of 2 campsites per drawings and specs and construction of a 3rd site with a CXT (purchased by the Forest Service). Contractor is required to coordinate with CXT company, delivery and installation.

Information on the purchase will be given to the contractor in the pre-work meeting.

Bidders are urged to make a site visit prior to bidding.

The Contractor shall provide all materials, tools, transportation, labor, proper personnel and environmental protection to successfully complete the project. Proper signage shall be placed, and precautionary measures shall be taken by the Contractor to insure the safety of employees and visitors to the Recreation Area.

The work consists of:

• Demolition:

o Demolition of existing (4) marine flush toilets and removal and disposal of underground storage tanks.

• Removal:

o Site Furnishings from existing site where “CXT Site” is to be built.

• Installation:

o Installation of 3 campsites including the CXT Site with accessible parking.

Any questions shall be addressed before bidding. Contractor shall have the concept very clear before bidding). Contractor shall deliver a neat and workable product.

Extreme care shall be taken by the Contractor to prevent damage to existing surroundings. Any damage caused by the Contractor shall be repaired at the Contractor’s expense as directed by the Contracting Officer’s Representative (C.O.R.).

The Contractor shall insure that the job site is left in a clean, neat, and safe condition on a daily basis throughout the life of the project.

SITE SPECIFICS:

Directions:

From Blairsville, GA take U.S. Highway 19/129 south for 17.0 miles to campground entrance on right.

From Dahlonega, GA take Highway 19 north for 18.0 miles to campground entrance on left.

1.02 WORK COORDINATION

A. Coordinate construction schedule and operations with COR.

SUMMARY OF WORK 01 11 00 - 2

1.03 WORK SCHEDULE

1. Phase 1

a. Construction of site called CXT Site

2. Phase 2

a. Demolition of (4) marine flush toilets

3. Phase 3

a. Construction of (2) camp sites called Single Campsite and Double Campsite

ADMINISTRATIVE REQUIREMENTS 01 30 00 - 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

1.01 SECTION INCLUDES

A. Preconstruction meeting.

B. Construction progress schedule.

C. Submittals for review and information.

D. Number of copies of submittals.

E. Submittal procedures.

1.02 RELATED SECTIONS – NOT USED.

1.03 PROJECT COORDINATION

A. Project Coordinator: Contracting Officer's Representative (COR).

B. Cooperate with the Project COR in allocation of mobilization areas of site; for field of-fices and sheds, for access, traffic, and parking facilities.

C. During construction, coordinate use of site and facilities through the Project Coordina-tor.

D. Comply with Project COR's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and reso-lution of ambiguities and conflicts.

E. Comply with instructions of the Project COR for use of temporary utilities and con-struction facilities.

F. Coordinate field engineering and layout work under instructions of the Project COR.

G. Make the following types of submittals to COR:

1. Requests for interpretation.

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

PART 2 - PRODUCTS - NOT USED

PART 3 - EXECUTION

ADMINISTRATIVE REQUIREMENTS 01 30 00 - 2

3.01 PRECONSTRUCTION MEETING

A. Government will schedule a meeting after Notice of Award.

B. Attendance Required:

1. Contracting Officer.

2. COR

3. Contractor.

C. Agenda:

1. Execution of Government-Contractor Agreement.

2. Submission of executed bonds and insurance certificates if necessary.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, list of Products, schedule of values, and pro-gress schedule.

5. Designation of personnel representing the parties to Contract, Contractor and Gov-ernment.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling.

3.03 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Samples for selection.

B. Submit to COR for review for the limited purpose of checking for conformance with in-formation given and the design concept expressed in the contract documents.

3.04 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Other types indicated.

B. Submit for Engineer's knowledge as contract administrator or for Forest Service. No action will be taken.

C. Provide submittals for the following materials:

1. All types of silt fence to be used

2. Expansion Joint

3. Construction joints schedule

ADMINISTRATIVE REQUIREMENTS 01 30 00 - 3

3.06 NUMBER OF COPIES OF SUBMITTALS

A. Documents for Review:

1. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches: Submit the number of cop-ies which the Contractor requires, plus two copies which will be retained by the

COR.

2. Larger Sheets, Not Larger Than 36 x 48 inches: Submit the number of opaque re-productions which Contractor requires, plus two copies which will be retained by

COR.

B. Documents for Information: Submit two copies.

C. Documents for Project Closeout: Make one reproduction of submittal originally re-viewed. Submit one extra of submittals for information.

D. Samples: Submit the number specified in individual specification sections; one of which will be retained by COR.

1. After review, produce duplicates.

2. Retained samples will not be returned to Contractor unless specifically so stated.

3.07 SUBMITTAL PROCEDURES

A. Transmit each submittal with AIA Form G810.

B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.

C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy.

D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verifica-tion of Products required, field dimensions, adjacent construction Work, and coordina-tion of information is in accordance with the requirements of the Work and Contract Documents.

E. Deliver submittals to Contracting Officer at business address.

F. Schedule submittals to expedite the Project, and coordinate submission of related items.

G. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.

H. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work.

I. Provide space for Contractor and COR review stamps.

J. When revised for resubmission, identify all changes made since previous submission.

K. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly re-port any inability to comply with requirements.

TEMPORARY EROSION AND SEDIMENTATION CONTROL 01 57 13 - 1

SECTION 01 57 13

TEMPORARY EROSION AND SEDIMENTATION CONTROL

A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

D. Compensation of Chattahoochee-Oconee National Forests for fines levied by authorities having jurisdiction due to non-compliance by Contractor.

1.02 PERFORMANCE REQUIREMENTS

A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control.

B. Best Management Practices Standard: EPA 832-R-92-005.

C. Best Management Practices Standard: State of Georgia Erosion and Sedimentation Control Manual.

D. Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic inspection reports.

E. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

F. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1. Control movement of sediment and soil from temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traffic.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to

Chattahoochee-Oconee National Forests.

G. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

1. Prevent windblown soil from leaving the project site.

2. Prevent mud and sediment from flowing onto sidewalks and pavements.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to

Chattahoochee-Oconee National Forests.

H. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Chattahoochee-Oconee National Forests; remove deposited sediments; comply with requirements of authorities having jurisdiction.

I. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Chattahoochee-Oconee National Forests; remove deposited sediments; comply with requirements of authorities having jurisdiction.

J. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

TEMPORARY EROSION AND SEDIMENTATION CONTROL 01 57 13 - 2

1.03 SUBMITTALS

A. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Mulch: Use one of the following:

1. Wood mulch/wood waste

B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons. See section 05921.

C. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects;

non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths:

1. Average Opening Size: 30 U.S. Std. Sieve (0.600 mm), maximum, when tested in accordance with

ASTM D 4751.

2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D 4491.

3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D 4355 after 500 hours exposure.

4. Tensile Strength: 100 lb-f (450 N), minimum, in cross-machine direction; 124 lb-f (550 N), minimum, in machine direction; when tested in accordance with ASTM D 4632.

5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D 4632.

6. Tear Strength: 55 lb-f (245 N), minimum, when tested in accordance with ASTM D 4533.

7. Color: Manufacturer's standard, with embedment and fastener lines preprinted.

D. Silt Fence Posts: One of the following, minimum 5 feet (1500 mm) long:

1. Steel U- or T-section, with minimum mass of 1.33 lb per linear foot (1.98 kg per linear m).

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.02 PREPARATION

A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

3.03 SCOPE OF PREVENTIVE MEASURES

A. Linear Sediment Barriers: Made of silt fences.

1. Provide linear sediment barriers:

a. Along downhill perimeter edge of disturbed areas, including soil stockpiles.

b. Along the toe of cut slopes and fill slopes.

B. Soil Stockpiles: Protect using one of the following measures:

1. Cover with mulch at least 4 inches (100 mm) thickness of pine needles, sawdust, bark, wood chips, or shredded leaves.

TEMPORARY EROSION AND SEDIMENTATION CONTROL 01 57 13 - 3

C. Mulching: Use only for areas that may be subjected to erosion for less than 6 months.

3.04 INSTALLATION

A. Silt Fences:

1. Store and handle fabric in accordance with ASTM D 4873.

2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch (405 mm) high barriers with minimum 36 inch (905 mm) long posts spaced at 6 feet (1830

mm) maximum, with fabric embedded at least 4 inches (100 mm) in ground.

3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch (710 mm) high barriers, minimum 48 inch (1220 mm) long posts spaced at 6 feet (1830 mm) maximum, with fabric embedded at least 6 inches (150 mm) in ground.

4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet (6 m), use nominal 32 inch (810 mm) high barriers with woven wire reinforcement and steel posts spaced at 4 feet (1220 mm) maximum, with fabric embedded at least 6 inches (150 mm) in ground.

5. Install with top of fabric at nominal height and embedment as specified.

6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least

18 inches (460 mm), with extra post.

7. Fasten fabric to steel posts using wire, nylon cord, or integral pockets.

8. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches (300 mm) high with post spacing not more than 4 feet (1220 mm).

3.05 MAINTENANCE

A. Inspect preventive measures weekly, within 24 hours after the end of any storm that produces 0.5 inches (13 mm) or more rainfall at the project site, and daily during prolonged rainfall.

B. Repair deficiencies immediately.

C. Silt Fences:

1. Promptly replace fabric that deteriorates unless need for fence has passed.

2. Remove silt deposits that exceed one-third of the height of the fence.

3. Repair fences that are undercut by runoff or otherwise damaged, whether by runoff or other causes.

D. Place sediment in appropriate locations on site; do not remove from site.

3.06 CLEAN UP

A. Remove temporary measures after permanent measures have been installed, unless permitted to remain by Chattahoochee-Oconee National Forest.

B. Clean out temporary sediment control structures that are to remain as permanent measures.

C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and finish to match adjacent ground surfaces.

EXECUTION AND CLOSEOUT REQUIREMENTS 01 70 00 - 1

SECTION 01 70 00

EXECUTION AND CLOSEOUT REQUIREMENTS

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Examination, preparation, and general installation procedures.

B. Surveying for laying out the work.

1.02 RELATED SECTIONS

A. Section 01100 - Summary: Limitations on working in existing building; continued occupancy; work sequence; identification of salvaged and relocated materials.

B. Section 01732 - Waste Management: Additional procedures for trash/waste removal, recycling, salvage, and reuse.

1.03 QUALIFICATIONS

1.04 PROJECT CONDITIONS

A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment.

B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion.

C. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

D. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation.

1. Minimize amount of bare soil exposed at one time.

2. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays.

3. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly apply corrective measures.

E. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations.

PART 2 – PRODUCTS

PART 3 – EXECUTION

A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached.

C. Examine and verify specific conditions described in individual specification sections.

D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or mis-fabrication.

EXECUTION AND CLOSEOUT REQUIREMENTS 01 70 00 - 2

E. Verify that utility services are available, of the correct characteristics, and in the correct locations.

F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions.

3.02 LAYING OUT THE WORK

A. Verify locations of survey control points prior to starting work.

B. Promptly notify Contracting Officer of any discrepancies discovered.

C. Forest Service will layout the sites.

3.03 GENERAL INSTALLATION REQUIREMENTS

A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement.

B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.

C. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated.

D. Make neat transitions between different surfaces, maintaining texture and appearance.

3.04 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.

B. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site;

do not burn or bury.

3.05 PROTECTION OF INSTALLED WORK

A. Protect installed work from damage by construction operations.

3.06 FINAL CLEANING

A. Use cleaning materials that are nonhazardous.

B. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury.

USDA FOREST SERVICE PROJECT SPECIFCATIONS

WASTE MATERIAL DISPOSAL 02 40 00 - 1

SECTION 02 40 00

WASTE MATERIAL DISPOSAL

PART 1 – GENERAL

1.01 SUMMARY

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

1.02 MEASUREMENT AND PAYMENT

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

Not applicable.

3.01 WASTE MATERIAL TO BE HAULED TO A DISPOSAL AREA

A. All excavated material not used in the construction of embankments or backfilling of trenches, or other excess material resulting from the excavation and embankment operation shall be hauled to a disposal area.

B. All unsuitable excavated material and oversize boulders shall be hauled to a disposal area.

C. All stumps, slash and other clearing and grubbing debris shall be hauled to a disposal area.

D. Disposal Area: All waste material above shall be hauled to the disposal area on Government property as designated by the Contracting Officer.

1. Waste material shall be piled and compacted to form a dense layer.

2. The size and shape of the piled waste material shall be designated by the Contracting Officer.

3. The piled material shall be covered with soil to a uniform depth of six inches minimum and sloped to 2:1 or flatter.

4. The disposal site shall be left suitable for seeding.

3.02 WASTE MATERIAL TO BE HAULED TO A LANDFILL

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

B. All stumps, slash and other clearing and grubbing debris shall be hauled to a landfill.

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

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

REMOVAL AND DISPOSAL OF UNDERGROUND STORAGE TANKS 02 41 00 - 1

SECTION 02 41 00

REMOVAL AND DISPOSAL OF UNDERGROUND STORAGE TANKS

A. Removal and disposal of underground storage tanks and connected piping.

B. Cleaning and vapor freeing of tanks.

C. Fuel removal.

D. Providing reports required by regulatory agencies.

1.02 RELATED SECTIONS

A. Section 01700 - Execution Requirements: Dewatering of excavations and water control.

B. Section 02316 - Fill and Backfill: Fill materials, filling, and compacting.

PART 2 - PRODUCTS (NOT USED)

3.01 PREPARATION FOR TANK REMOVAL AND DISPOSAL

A. Site Safety and Health Plan (SSHP): Furnish safety, health, and accident prevention provisions and develop a Site Safety and Health Plan (SSHP).

B. Spill and Discharge Control Plan: Develop, implement, and maintain a comprehensive spill and discharge control plan.

1. The plan shall provide contingency measures for potential spills and discharges from handling and transportation of contaminated soils and water.

C. Personnel Protection: Furnish appropriate personal safety equipment and protective clothing to personnel.

1. Ensure that safety equipment and protective clothing is kept clean and well maintained.

D. Decontamination: Decontaminate or properly dispose of personal protective equipment and clothing worn in contaminated areas at the end of the work day.

E. First Aid and Emergency Response Equipment and Procedures: Provide appropriate emergency first aid equipment for treatment of exposure to site physical and chemical hazards.

1. Provide and post a list of emergency phone numbers and points of contact for fire, hospital, police, ambulance, and other necessary contacts.

2. Provide and post a route map detailing the directions to the nearest medical facility.

F. Waste Disposal: The SSHP shall detail the practices and procedures to be utilized to dispose of wastes.

Upon completion of the project, certify that equipment and materials were properly decontaminated prior to being removed from the site.

G. Unforeseen Hazards: Notify the Architect of any unforeseen hazard or condition which becomes evident during work.

REMOVAL AND DISPOSAL OF UNDERGROUND STORAGE TANKS 02 41 00 - 2

3.02 TANK CLEANING

A. Waste Removal:

1. All possible waste will be pumped or otherwise removed from the tank by Contractor.

3.03 DISPOSAL OF UNDERGROUND TANKS, ANCHORS, SLABS, AND ASSOCIATED PIPING

3.04 BACKFILLING

A. Provide backfill, compaction, grading, and seeding in accordance with Section 02316 - Fill and Backfill.

REMOVAL AND DISPOSAL OF EXISTING VAULT TOILET STRUCTURE 02 41 16 - 1

SECTION 02 41 16

REMOVAL AND DISPOSAL OF EXISTING VAULT TOILET STRUCTURE

A. Selective demolition of built site elements for

1.03 REFERENCES

A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; current edition.

PART 2 – PRODUCTS (NOT USED)

3.01 SCOPE

A. Remove the entire building designated existing toilet.

B. Clean and sanitize chemical toilet tanks with approved sanitizing solution remove off of FS land.

C. Fill excavations, open pits, and holes in ground areas generated as result of removals, using specified fill;

compact fill as required so that required rough grade elevations do not subside within one year after completion.

3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public.

1. Obtain required permits.

2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures.

3. Provide, erect, and maintain temporary barriers and security devices.

4. Use physical barriers to prevent access to areas that could be hazardous to workers or the public.

5. Conduct operations to minimize effects on and interference with adjacent structures and occupants.

6. Do not close or obstruct roadways or sidewalks without permit.

7. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations.

B. Do not begin removal until receipt of notification to proceed from Chattahoochee-Oconee National Forests.

C. Protect existing structures and other elements that are not to be removed.

D. If hazardous materials are discovered during removal operations, stop work and notify COR; hazardous materials include regulated asbestos containing materials, lead, PCB's, and mercury.

REMOVAL AND DISPOSAL OF EXISTING VAULT TOILET STRUCTURE 02 41 16 - 2

E. Underground Storage Tanks: Remove and dispose of as specified in Section 02 41 00.

3.03 DEBRIS AND WASTE REMOVAL

A. Remove debris, junk, and trash from site.

B. Remove from site all materials not to be reused on site; comply with requirements of Section 02 40 00 - Waste Material Disposal.

C. Leave site in clean condition, ready for subsequent work.

D. Clean up spillage and wind-blown debris from public and private lands.

CLEARING AND GRUBBING 31 11 00 - 1

SECTION 31 11 00

CLEARING AND GRUBBING

PART 1 - GENERAL

1.1 SUMMARY

A. This work shall consist of clearing, grubbing, trimming, removing, and disposing of or treatment of timber, construction slash, and debris. This work shall also include preservation of vegetation and objects DESIGNATED to remain from injury or defacement.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 CLEARING & GRUBBING

A. All debris, trees, stumps, roots, and other protruding vegetative material within the clearing limits, not DESIGNATED to remain, shall be cleared, grubbed, removed, and disposed of.

B. All roots over 3 inches in diameter within the construction area shall be removed.

C. Trees shall be felled into the area being cleared when ground conditions, tree lean, and shape of clearing permit. Controlled felling shall be used that will ensure the direction of fall when necessary to prevent damage to property, structures, trees DESIGNATED to remain, or traffic.

3.2 UTILIZATION OF TIMBER

A. Logging methods and utilization shall conform to the following:

1. Felling and Bucking: Felling shall be done to minimize damage to merchantable timber and damage to remaining trees outside of clearing limits. Felling shall be done with saws or shears.

2. Disposal as Unmerchantable Timber. Timber on this project is not considered merchantable and shall be disposed of in accordance with Subsection 3.3.

3.3 SLASH TREATMENT

A. Treatment of construction slash larger than 3 inches in diameter and 3 feet in length shall be accomplished by the methods listed below. No construction slash shall be deposited in lakes, meadows, streams, or streambeds. Construction slash that interferes with drainage structures shall be removed immediately. Trees adjacent to

CLEARING AND GRUBBING 31 11 00 - 2

the clearing limits scorched or damaged beyond recovery shall be felled and disposed of and treated as construction slash.

1. Scattering:

a. The contractor can meet the following requirements. Construction slash shall be scattered outside the clearing limits without damaging trees.

2. Chipping:

a. Construction slash up to at least 4 inches in diameter and longer than 3 feet can be processed through a chipping machine.

3. Decking Unmerchantable Material:

a. Logs shall be decked in areas SHOWN ON THE DRAWINGS. Other locations may be approved by the COR. Material shall be cut into lengths not to exceed 3 feet and all limbs removed. Decks shall be stable and free of brush and soil.

4. Removal:

a. Construction slash can be removed or hauled off government property.

GRADING 31 22 00 - 1

SECTION 31 22 00

GRADING

PART 1 – GENERAL

1.01 SECTION INCLUDES

A. Removal of topsoil.

B. Rough grading and preparing the site for site structures, building pads, and a parking space.

C. Finish grading.

1.03 PROJECT CONDITIONS

A. Protect plants, lawns, rock outcroppings, and other features to remain as a portion of final landscaping.

B. Protect bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs from grading equipment and vehicular traffic.

PART 2 - PRODUCTS (NOT USED)

A. Verify that survey bench mark and intended elevations for the Work are as indicated.

3.02 PREPARATION

A. Identify required lines, levels, contours, and datum.

3.03 ROUGH GRADING

A. Remove topsoil from areas to be further excavated, re-landscaped, or re-graded, without mixing with foreign materials.

B. Do not remove topsoil when wet.

C. Remove subsoil from areas to be further excavated, re-landscaped, or re-graded.

D. Do not remove wet subsoil, unless it is subsequently processed to obtain optimum moisture content.

E. When excavating through roots, perform work by hand and cut roots with sharp axe.

F. Stability: Replace damaged or displaced subsoil to same requirements as for specified fill.

3.04 SOIL REMOVAL

A. Stockpile topsoil to be re-used on site; remove remainder from site.

B. Stockpiles: Use areas designated on site; pile depth not to exceed 8 feet (2.5 m); protect from erosion.

GRADING 31 22 00 - 2

3.05 FINISH GRADING

A. Before Finish Grading:

1. Verify subgrade has been contoured and compacted.

B. Remove debris, roots, branches, stones, in excess of 1/2 inch (13 mm) in size. Remove soil contaminated with petroleum products.

C. Place topsoil during dry weather.

D. Remove roots, weeds, rocks, and foreign material while spreading.

E. Fine grade topsoil to eliminate uneven areas and low spots. Maintain profiles and contour of subgrade.

3.06 TOLERANCES

A. Top Surface of Subgrade: Plus or minus 1/10 foot (30 mm) from required elevation.

B. Top Surface of Finish Grade: Plus or minus 1/2 inch (13 mm).

3.07 CLEANING AND PROTECTION

A. Remove unused stockpiled topsoil. Grade stockpile area to prevent standing water.

CEMENT CONCRETE PAVEMENT 32 13 13 - 1

SECTION 32 13 13

CEMENT CONCRETE PAVEMENT

1.1 SUMMARY

A. This Section includes cement concrete pavement for the following applications:

1. Driveways and roadways.

2. Parking lots.

3. Curbs and gutters.

4. Walkways.

5. Pavement – marking paint

6. Wheel stops

1.2 SUBMITTALS

A. Product Data: For each manufactured material and product indicated.

B. Design Mixes: For each concrete mix indicated.

C. Material certificates.

1.3 QUALITY ASSURANCE

A. Manufacturer Qualifications: Manufacturer of ready-mixed concrete products com-plying with ASTM C 94 requirements for production facilities and equipment.

B. ACI Publications: Comply with ACI 301, "Specification for Structural Concrete," unless modified by the requirements of the Contract Documents.

2.1 STEEL REINFORCEMENT

A. Plain-Steel Welded Wire Fabric: ASTM A 185, fabricated from as-drawn steel wire into flat sheets.

B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening steel reinforcement. Manufacture bar supports according to CRSI's "Manual of Standard Practice.

2.2 CONCRETE MATERIALS

A. Portland Cement: ASTM C 150, Type I or II.

1. Fly Ash: ASTM C 618, Class F or C.

2. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120.

B. Aggregate: ASTM C 33, uniformly graded, from a single source.

C. Water: ASTM C 94.

D. Synthetic Fiber: Fibrillated or monofilament polypropylene fibers engineered and de-signed for use in concrete pavement, complying with ASTM C 1116, Type III, 1/2 to 1-1/2 inch (13 to 38 mm) long.

CEMENT CONCRETE PAVEMENT 32 13 13 - 2

E. Admixtures: Certified by manufacturer to contain not more than 0.1 percent water-soluble chloride ions by mass of cement and to be compatible with other admixtures, as follows:

1. Air-Entraining Admixture: ASTM C 260.

2. Water-Reducing Admixture: ASTM C 494, Type A.

3. High-Range, Water-Reducing Admixture: ASTM C 494, Type F.

4. Water Reducing and Accelerating Admixture: ASTM C 494, Type E.

5. Water Reducing and Retarding Admixture: ASTM C 494, Type D.

F. Curing Materials:

1. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. (305 g/sq. m) dry.

2. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

3. Water: Potable.

4. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

5. Clear Solvent-Borne Liquid-Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B.

6. Clear Waterborne Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B.

7. White Waterborne Membrane-Forming Curing Compound: ASTM C 309, Type 2, Class B.

G. Related Materials:

1. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork or self-expanding cork.

2. Coloring Agent: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures; color stable, nonfading, and resistant to lime and other alkalis.

2.3 CONCRETE MIXES AND MIXING

A. Concrete Mixes: Prepare design mixes, proportioned according to ACI 211.1 and ACI 301, with the following properties:

1. Compressive Strength (28 Days): 3000 psi.

2. Maximum Water-Cementitious Materials Ratio: 0.50.

3. Slump Limit: 5 inches (100 mm).

4. Air Content: 4.5 to 7.5 percent.

B. Synthetic Fiber: Uniformly disperse in concrete mix at manufacturer's recommended rate, but not less than

1.0 lb/cu. yd. (0.60 kg/cu. m).

C. Ready-Mixed Concrete: Comply with requirements and with ASTM C 94.

D. Ready-Mixed Concrete: Comply with requirements and with ASTM C 94 and ASTM C 1116.

E. Project-Site Mixing: Comply with requirements and measure, batch, and mix concrete materials and concrete according to ASTM C 94. Mix concrete materials in appropriate drum-type batch machine mixer.

2.4 AUXILIARY MATERIALS

CEMENT CONCRETE PAVEMENT 32 13 13 - 3

A. Pavement Marking Paint: Alkyd-resin type, lead ad chromate free, ready mixed, com-plying with FS TT-

P-115, Type [I] [II] or AASHTO M 248, type [N] [F].

1. Color: White for standard parking and Blue for accessible parking.

B. Pavement-Marking Paint: Latex, waterborne emulsion, lead and chromate free, ready mixed, complying with FS TT-P-1952, with drying time of less than [3] [45] minutes.

1. Color: White for standard parking and Blue for accessible parking.

C. Wheel Stops: Precast, air-entrained concrete, 2500-psi (17.2-Mpa) minimum compressive strength, 4-1/2 inches (115 mm) height by 9 inches (225 mm) wide by 72 inches (1800 mm) long. Provide chamfered corners and drainage slots on underside and holes for anchoring to substrate.

1. Dowels: Galvanized steel, ¾-inch (19-mm) diameter, 10-inch (254-mm) mini-mum length

D. Signs: A Reserved Parking for persons with disabilities (R7-8) shall be used. A Van Accessible (R7-8a) plaque shall be mounted below the R7-8 sign.

3.1 INSTALLATION

A. Surface Preparation: Proof-roll prepared sub base, and remove loose material from surface.

B. Forms: Set, brace, and secure edge forms, bulkheads, and intermediate screed guides for pavement to required lines, grades, and elevations.

C. Reinforcement: Accurately position and support reinforcement, and secure against displacement. Set wire ties with ends directed into concrete.

1. Install welded wire fabric in lengths as long as practicable; lap at least one full mesh, and lace splices with wire.

D. Joints: Locate and install construction, isolation, contraction, and expansion joints as proposed by the contractor and approved by the COR.

E. Concrete Placement: Comply with recommendations in ACI 304R for measuring, mixing, transporting, and placing concrete. Place concrete in a continuous operation within planned joints or sections.

1. Moisten sub base to provide a uniform dampened condition at time concrete is placed.

2. Consolidate concrete by mechanical vibrating equipment supplemented by hand spading, rodding, or tamping according to recommendations in ACI 309R.

3. Screed and initial-float concrete surfaces with darby or bull float before excess moisture or bleed water appears on the surface.

4. Protect concrete from cold or hot weather during mixing, placing, and curing.

F. Evaporation Retarder: Apply to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1 kg/sq. m x h) before and during finishing operations. Apply according to manufacturers written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.

3.2 FINISHES AND CURING

A. Float Finish: Begin the second floating operation when bleed-water sheen has disappeared and the concrete surface has stiffened sufficiently to permit operations. Float surfaces to true planes with gaps below 10-foot- (3-m-) long, unleveled straightedge not to exceed 1/4 inch (6 mm). Cut down high spots, CEMENT CONCRETE PAVEMENT 32 13 13 - 4 and fill low spots. Refloat sur-face immediately to uniform granular texture.

1. Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating float-finished concrete surface 1/16 to 1/8 inch (1.6 to 3 mm) deep with a stiff-bristled broom, perpendicular to line of traffic.

B. Curing: Begin curing after finishing concrete, but not before free water has disappeared from concrete surface. Cure concrete by one or a combination of the following methods:

1. Moisture cure concrete by water, continuous fog spray, continuously wet absorptive cover, or by moisture-retaining-cover curing. Keep surfaces continuously moist for not less than seven days.

2. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period.

3.3 PAVEMENT MARKING

A. Do not apply pavement-marking paint until layout, color, and placement have been verified with Architect.

B. Allow paving to age for 7 days before starting pavement marking.

C. Sweep and clean surface to eliminate loose material and dust.

3.4 WHEEL STOPS

A. Securely attach wheel stops into pavement with not less than two galvanized steel dowels embedded at one-quarter to one-third points. Securely install dowels into pavement and bond to wheel stop. Recess head of dowel beneath top of wheel stop.

3.5 REPAIRS AND PROTECTION

A. Remove and replace concrete pavement that is broken, damaged, or defective, or does not meet requirements in this Section.

B. Protect concrete from damage. Exclude traffic from pavement for at least 14 days after placement.

C. Maintain concrete pavement free of stains, discoloration, dirt, and other foreign material. Sweep concrete pavement not more than two days before date scheduled for Substantial Completion inspections.

TENT PADS AND SPURS 32 30 00 - 1

SECTION 32 30 00

TENT PADS AND SPURS

PART 1 - GENERAL

1.1 SUMMARY

A. This work shall consist of construction of tent pads and spurs. It includes furnishing the treated lumber, surfacing material, clearing, excavation and constructing the pads in accordance with these specifications and details as SHOWN IN THE DRAWINGS.

1.2 QUANTITIES OF TENT PADS

A. Contractor shall install one tent pad and one spur with living area at the sites called “Single Site and Double Site”.

1.3 JOB CONDITIONS

A. Traffic:

1. Conduct site clearing operations to ensure minimum interference with roads and other adjacent occupied or used facilities.

2. Do not close or obstruct streets, walks or other occupied or used facilities without permission from authorities having jurisdiction.

B. Protection of Existing Improvements:

1. Provide protection necessary to prevent damage to existing improvements indicated to remain in place.

C. Protection of Existing Trees and Vegetation:

1. Protect existing trees and other vegetation indicated to remain in place, against unnecessary cutting, breaking or skinning of roots, skinning and bruising of bark, smothering of trees by stockpiling construction materials or excavated materials within drip line, excess foot or vehicular traffic, or parking of vehicles within drip line.

2. Provide temporary guards to protect trees and vegetation to be left standing.

3. Where any trees are damaged, or where limbs are required to be trimmed or removed because of operations under this contract, or because of interference with new construction, any cutting or removal of limbs or branches shall be done only with prior approval of the Contracting Officer (CO).

4. Solvents, oils, and other material, which may be harmful to plant life, shall be disposed of in containers and removed from the site. At the completion of the work, any contaminated soil shall be removed and replaced with topsoil.

TENT PADS AND SPURS 32 30 00 - 2

PART 2 - PRODUCTS

2.1 TREATED LUMBER

A. ACQ Treated lumber shall be rough-sawn, pre-cut and pre-drilled Southern Pine Timbers No.2 Grade or equal, based on AWPA Standards.

1. Size:

a. Border Edge Timbers - 6" x 6".

2.2 REINFORCING BAR (RE-BARS)

A. ASTM A 615, grade 40 unless other grade indicated on the drawings.

B. Size:

1. #4 deformed rebar.

2.3 SURFACE MATERIAL

A. Source:

1. Materials shall be obtained from a commercial source, the contractor shall submit test results for aggregate gradation and a Certificate of Compliance that states gradation meets contract requirements.

2. Sampling and testing of the material before incorporation into the work shall be in accordance with AASHTO requirements and shall occur as follows:

a. For commercially produced aggregates: at the producer's plant or stockpile.

b. These test results shall not preclude later sampling and testing for final acceptance after final processing of the material.

c. Crushing, screening, and mixing plants shall be equipped with sampling devices.

d. The contractor shall take additional samples as required to validate the certification.

2.4 BORROW MATERIAL

A. Borrow material shall consist of organic free soil that contains rock less than 2 inches in maximum dimension.

PART 3 - EXECUTION

3.1 SITE CLEANING

A. General:

TENT PADS AND SPURS 32 30 00 - 3

1. Remove trees, shrubs, grass and other vegetation, improvements, or obstructions interfering with installation of new construction.

2. Remove such items elsewhere on site or premises as specifically indicated.

3. Removal includes digging out stumps and roots.

4. Carefully and cleanly cut roots and branches of trees indicated to be left standing, where such roots and branches obstruct new construction.

5. Clearing shall be kept to a minimum within the specified working limits and care exercised to not damage the root system of adjacent trees or shrubbery.

B. Topsoil:

1. Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4". Satisfactory topsoil is reasonably free of subsoil, clay lumps, stones, and other objects over 2" in diameter, and without weeds, roots, and other objectionable material.

2. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material.

3. Where trees are indicated to be left standing, stop topsoil stripping a sufficient distance to prevent damage to main root system.

4. Stockpile topsoil in storage piles in areas shown, or where approved.

5. Construct storage piles to freely drain surface water.

6. Dispose of unsuitable or excess topsoil same as waste material, herein specified.

C. Clearing and Grubbing:

1. Clear site of trees, shrubs and other vegetation, except for those indicated to be left standing.

2. Completely remove stumps, roots, and other debris protruding through ground surface.

3. Use only hand methods for grubbing inside drip line of trees indicated to be left standing.

4. Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated.

a. Place fill material in horizontal layers not exceeding 6" loose depth, and thoroughly compact to a density equal to adjacent original ground.

D. Removal of Improvements: Remove existing above-grade and below-grade improvements necessary to permit construction, and other work as indicated.

3.2 DISPOSAL OF WASTE MATERIALS

A. Dispose of waste materials off Government Property.

3.3 TREATED LUMBER

TENT PADS AND SPURS 32 30 00 - 4

A. Timber to be laid on a continuous solid soil surface.

B. All timbers will be of full length (no splicing).

C. All timber length, lap joints and holes will be cut and drilled, and then A.C.Q. treated.

D. All joints shall be lapped and pinned.

E. All timber corners shall be cross-braced.

F. If tent pad is located directly adjacent to the campground unit, the common timber border shall be eliminated.

3.4 REINFORCING BARS (RE-BARS)

A. All re-bar pins shall be placed 3 inches minimum from edge of timbers.

B. Predrilled holes for re-bar.

3.5 SURFACING MATERIAL

A. After treated lumber edge is complete, the area inside the treated lumber shall be constructed with surface material and compacted to the density.

B. The surfacing material shall be spread in a uniform layer, with no segregation of size, and to a loose depth that shall have the required when compacted.

C. Removing all debris and material not utilized shall clean up the area.

D. Surfacing material shall be #89, per GDOT.

3.6 STOCKPILING

A. If one of the contractors elects to produce and aggregates prior to placement, the aggregates shall be handled and stockpiled in accordance with the requirements shown below.

B. Stockpile sites shall be at locations or approved by the COR.

1. All materials shall be transported and handled to preserve their quality and fitness for the work.

2. Aggregates shall be stockpiled, loaded, and transported in a manner that will preserve specified gradation and avoid contamination. Stockpiles of aggregate having different gradations shall not be intermingled.

BARRIER ROCKS 32 32 00 - 1

SECTION 32 32 00

BARRIER ROCKS

1.1 SUMMARY

A. Field stones from across the street from new site called “single camp site”.

Contractor shall dig them up and move them to the location as shown on the plans.

SITE FURNISHINGS 32 33 00 - 1

SECTION 32 33 00

SITE FURNISHINGS

PART 1 – GENERAL

1.1 SUMMARY

A. Extent of each type of site furnishings is indicated as shown on the drawings.

B. Type of furnishings includes:

1. Picnic Tables

2. Fire Rings

3. Lantern Posts

4. Trash Can

1.2 SUBMITTALS

A. Product Data:

1. Submit manufacturer’s data and installation instruction for each type of furnishings, including anchorage and accessory items.

PART 2 – PRODUCTS

2.1 PICNIC TABLES

A. Construction: Treated #1 Southern Yellow Pine

B. Size: 30 inches x 96 inches (Top).

C. Color: Light wood grain.

D. 8-Foot Metal Frame with Treated #1 Pine, 2” Schedule 40 Pipe, Wheelchair Accessible Table, Top extended 1’ each end. The table shall be a Jamestown Advance Products Model 12610-11 as manufactured by Jamestown Advance Products, 2855 Girts Road Jamestown, NY 14701, phone no. (716) 483-3406 or an approved equal by CO.

2.2 DOUBLEWALLED RAISED ACCESS FIRE RING WITH GRILLS

A. The raised fire ring shall be Pilot Rock “Model FS-30/18/PA” for single and double camping unit pads AS SHOWN ON THE DRAWINGS and as manufactured by the R.J.

Thomas Manufacturing Co., POB 946, Cherokee, IA, 51012, 1-(800)-762-5002, or an equal approved by the Contracting Officer. The complete fixture shall be finished with a high-temperature, flat black paint, such as exhaust manifold paint, rather than the typical factory finish of aluminum paint.

SITE FURNISHINGS 32 33 00 - 2

2.3 LANTERN POSTS

A. Lantern poles shall be Ultra Play “Model 670H” with accessible second hook as manufactured by Ultra Play, 1675 Locust Street Red Bud, IL 62278, phone 618-282-8200, or an equal approved by the CO. Poles shall be 2 3/8” O.D. steel pipe hot-dipped galvanized.

2.4 TRASH CAN

A. Trash Can shall be Bear Saver, Hid-A-Bag, 140 gal.