CXT Installation_BRRD_Specs.pdf

SECTION C - DESCRIPTION/SPECIFICATIONS/WORK

STATEMENT

C.1 GENERAL REQUIREMENTS

A. DESCRIPTION OF WORK

This project involves pre-construction, demolition and re-vegetation of one existing toilet site and pre-construction and construction of one accessible camp spur and improvements surrounding a newly installed toilet site located at Frank Gross Campground.

This project involves pre-construction and construction of one existing toilet site and pre-construction and construction of one accessible camp spur site located at Mulky Campground.

This project involves demolition of one existing toilet, pre-construction and site work associated with making the new toilet (to be placed by others) parking, signing and site furniture accessible within the Lake Winfield Scott (LWS) Day Use Accessible Fishing Area.

B. LOCATION

A. Frank Gross Campground

From Blue Ridge, take Ga. Highway 76 east for 5 miles to Morganton; turn right on Ga.

Highway 60 south for 15 miles. Turn right on Forest Service Road69 and proceed 5 miles until you reach Frank Gross Campground on the right. The campground is located along Rock Creek about ¼ of a mile above the Chattahoochee National Fish Hatchery. There are nine campsites.

B. Mulky Campground

From Blue Ridge, take Ga. Highway 76 east for 5 miles to Morganton; turn right on Ga.

Highway 60 south for 16 miles. Turn left on Forest Service Road 4 and proceed 5 miles north until you reach Mulky Campground on the left. The campground is located along Cooper Creek and offers camping, hiking and fishing. The camping area is across the road from the creek, and offers 11 sites with picnic tables and grills. The roads are good and hard-surfaced until you reach FS road 4; this is a gravel road and is crooked and steep. This project is to provide an accessible toilet and accessible camp spur to this area.

C. Lake Winfield Scott (LWS) Day Use Accessible Fishing Area.

From Blairsville, take U.S. 19 and 129 south for 10 miles; turn right (west) on Ga. Highway 180 south for 7 miles. Highway 180 crosses the Lake Winfield Scott dam and the outflow stream.

Turn left into the fishing area and small day use area at Lake Winfield Scott. The campground entrance is further south on Highway 180 about ¼ miles on the left.

C. ENVIRONMENTAL CONDITIONS

The Contractor shall be responsible to submit for approval and maintain compliance with a pollution control plan that addresses human waste issues and equipment maintenance pollution.

This includes management of hazardous materials including hydrocarbons and petroleum based products.

Vegetation is an important feature on the project site. The contractor shall take care not to damage vegetation which is not to be removed.

D. PRICE RANGE: BETWEEN $100,000 - $200,000

E. CONTRACT TIME: 90 CALENDAR DAYS

Expected date of start of construction: June 2010

F. INSPECTION AND ACCEPTANCE

Periodic field inspection will be made by the Contracting Officer’s Representative (COR) or the COR’s designated inspector. Work not completed to Contract Specifications shall be reworked without compensation to the contractor.

CXT Installation 00001 - 1 FRANK GROSS, MULKY CAMPGROUND

& LWS CXT INSTALLATION

SECTION 00001

PROJECT TITLE PAGE

FRANK GROSS CAMPGROUND, MULKY CAMPGROUND & LAKE WINFIELD SCOTT (LWS) DAY

USE ACCESSIBLE FISHING AREA TOILET REPLACEMENT AND CXT INSTALLATION

BLUE RIDGE RANGER DISTRICT

CHATTACHOOCHEE-OCONEE NATIONAL FOREST

MARCH 1, 2010

PREPARED BY: SUPERVISOR'S OFFICE

CHATTAHOOCHEE-OCONEE NATIONAL FOREST

1755 CLEVELAND HIGHWAY

GAINESVILLE, GA 30501

CXT Installation 00011 - 1 FRANK GROSS, MULKY CAMPGROUND

SECTION 00011

TABLE OF CONTENTS

SPECIFICATIONS

1.01 Division 01 -- General Requirements

A. 01 100 - Summary

B. 01 300- Administrative Requirements

C. 01 575 - Temporary Erosion and Sediment Control

D. 01 700 – Execution and Closeout Requirements

E. 01 732 - Construction Waste Management and Disposal

1.02 Division 02 -- Existing Conditions

A. 02 102 - Clearing and Grubbing

B. 02 225 – Removal and Disposal of Existing Toilet Structure

C. 02115 - Removal and Disposal of underground Storage Tanks

D. 02501 - Well Abandonment and Closure

1.03 Division 03 -- Earthwork

A. 03 231 - Grading

1.04 Division 04 -- Concrete

A. 04 430 – Dry Stack Stone Masonry

B. 04 435 – Stone Masonry Veneer

C. 04 751 – Cement Concrete Pavement

D. 04 800 - Aggregate Base Course

1.05 Division 05 -- Exterior Improvements

A. 05 100 - Tent Pad & Spur

B. 05 200 - Timber Curb

C. 05 300 - Barrier Rocks

D. 05 400 - Exterior Plants

E. 05 500 - Site Furnishings

F. 05 600 - Stone Edge

G. 05 921 – Seeding

END OF TABLE OF CONTENTS

CXT Installation 00015 - 1 FRANK GROSS, MULKY CAMPGROUND

SECTION 00015

INDEX TO CONSTRUCTION PLAN SHEETS FOR FRANK GROSS CAMPGROUND

1 Title Sheet 2-6 Erosion Control Plan 7 Phase 1 – Demolition Plan 8 Phase 2 – Site Plan 9 Phase 2 – Grading Plan 10 Phase 2 – Staking Plan 11 Phase 2 – Planting Plan 12-14 CXT Details (Reference Only) 15 Retaining Wall Detail 16 Planting Details 17 Parking and Walkway Details 18 Site Furnishing Details 19 Timber Borders Details

INDEX TO CONSTRUCTION PLAN SHEETS FOR MULKY CAMPGROUND

2-6 Erosion Control Plan 7 Phase 1 – Tree Removal and Grading 8 Phase 2 – Site Plan 9 Phase 2 – Grading Plan 10 Phase 2 – Staking Plan 11 Phase 2 – Planting Plan 12-14 CXT Details (Reference Only) 15 Retaining Wall Detail 16 Parking and Walkway Details 17 Planting Details 18 Site Furnishing Details 19 Timber Borders Details

INDEX TO CONSTRUCTION PLAN SHEETS FOR LAKE WINFIELD SCOTT (LWS) DAY USE

ACCESSIBLE FISHING AREA

2-5 Erosion Control Plan 6 Phase 1 – Demolition Plan 7 Phase 2 – Site Plan 8 Phase 2 – Grading Plan 9 Phase 2 – Staking Plan 10-12 CXT Details (Reference Only) 13 Rock & Stone Edge Details 14 Parking and Walkway Details

CXT Installation 01100 - 1 FRANK GROSS, MULKY CAMPGROUND

SECTION 01100

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: Frank Gross, Mulky Campground & LWS CXT Installation.

B. Chattahoochee-Oconee National Forests's Name: Chattahoochee-Oconee National Forest.

C. FRANK GROSS CAMPGROUND

This project involves pre-construction, demolition and re-vegetation of one existing toilet site and pre-construction and construction of one accessible camp spur and improvements surrounding a newly installed toilet site located at Frank Gross, Mulky Campground and LWS.

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:

• Phase 1:

o Installation and maintenance of all erosion control measures for grading, demolition and construction at the site throughout the life of the project/contract.

o Demolition of an existing toilet building and sidewalk accessing the building.

o Removal and thinning of vegetation at direction of COR o Grading at the direction of COR o Well abandonment and closure

• Phase 2:

o Construction of the areas immediately surrounding one new CXT toilet that has been emplaced by others.

o Construction of an accessible camping spur in the campground.

o Construction shall include boulder placement, concrete sidewalk construction, concrete parking construction, landscape planting, camp spur construction, retaining wall construction and finalization of erosion control measures.

Extreme care shall be taken by the Contractor to prevent damage to existing paving. 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 Blue Ridge, take Ga. Highway 76 east for 5 miles to Morganton; turn right on Ga.

Highway 60 south for 15 miles. Turn right on Forest Service Road69 and proceed 5 miles until you reach Frank Gross Campground on the right. The campground is located along Rock Creek about ¼ of a mile above the Chattahoochee National Fish Hatchery. There are nine campsites.

CXT Installation 01100 - 2 FRANK GROSS, MULKY CAMPGROUND

Plans labeled “Frank Gross Campground CXT Installation”

PHASE 1:

1. Install 100 LF of two rows (200 LF total) of Type C Silt Fence along north edge of Rock Creek Road

FS 69 below the existing toilet as shown on Erosion Control Plans, 1. Initial Erosion Control. Work to be done before any grading, demolition, or vegetation removal begins.

2. Install 200 LF of two rows (400 LF total) of Type C Silt Fence along the north side of the Frank Gross Campground road, and interior campground gravel road as shown on Erosion Control Plans, 1. Initial Erosion Control. Work to be done before any grading, demolition, or vegetation removal begins.

3. Install 230 LF Tree Save Fence above the existing toilet as shown on Erosion Control Plans, 1. Initial Erosion Control. Work to be done before any grading, demolition, or vegetation removal begins.

4. Install 330 LF Tree Save Fence within the campground area as shown on Erosion Control Plans, 1.

Initial Erosion Control. Work to be done before any grading, demolition, or vegetation removal begins.

5. Specific to the act of toilet demolition:

a. Demolish existing toilet building. Remove from FS land.

b. Demolish concrete slab surrounding toilet, and remove from FS land.

c. Demolish concrete walkway to toilet and remove from FS land.

d. Pump contents of existing septic vaults/tank and clean inside with 10% bleach/water solution.

e. Remove and dispose of the vaults/tank. Remove from FS land.

f. Backfill hole with soil. Fill material shall be free of brush, rubbish, rocks, logs and stumps.

Compact each 12 inch lift of fill and crown with 6 inches of topsoil.

g. Grade area around toilet to bring the site back to near original grade as shown on plans.

h. Seed all disturbed areas around and to the demolished toilet according to the seeding plan for permanent disturbed area stabilization, about 0.08 acre.

6. Specific to the Abandon Well demolition:

a. Close well in accordance with latest version of Georgia EPD’s minimum standards for public water systems.

b. Well must be permanently closed by a professional well driller, licensed in the state of Georgia per EPD O.C.G.A. 12-5-134 (6) (1).

c. Well driller shall complete required well closure documentation and submit to Georgia EPD, Cartersville, GA.

CXT Installation 01100 - 3 FRANK GROSS, MULKY CAMPGROUND

Existing toilet to be demolished along with existing access walkways and vaults

One of two existing camp spurs to be demolished

1. Specific to the act of camp site demolition:

a. Within the campground, remove existing picnic tables, grills, and lantern poles and dispose of at the direction of COR.

b. Grade area around proposed toilet to prepare site for the installation of the new toilet.

c. Clear over-story, mid-story and understory vegetation surrounding the toilet building area and camp spur site as directed by COR. Approximately 0.3 acre will be cleared and grubbed. Be careful to avoid flagged trees to remain on site.

d. Strip and stockpile topsoil in areas to be graded. Topsoil is to be stockpiled to complete final grading of areas.

e. Stabilize disturbed areas with appropriate stabilization methods per the Erosion Control Plan, 2.

Intermediate Erosion Control. Organic material from clearing of mid-story and understory vegetation should remain stockpiled on site per the COR’s direction and be chipped and applied as mulch if possible in those areas marked Ds1. Wood waste should be applied at a depth of 2” to 3” or 6 to 9 ton/acre.

f. All disturbed areas shall be left with a neat appropriate temporary protective cover.

g. The CXT toilet will be installed by others. This Phase 1 is to prepare the site for that to occur and also to prepare the site for the construction of the camping spur.

CXT Installation 01100 - 4 FRANK GROSS, MULKY CAMPGROUND

This is an example of what the CXT toilet looks like. It does not come with the sidewalk.

PHASE 2:

1. The second phase will not begin until the CXT toilet has been installed by others. Then work can begin on completion of the site improvements.

2. Maintain erosion control measures and Tree Save Fence erosion control measures. Replace if necessary.

3. Install boulders at direction of COR before concrete is placed. Approx. 30 boulders of various sizes, ranging from 8 cu Ft (2’ x 2’ x2’) to 27 cu Ft (3’ x 3’ x3’). An equal amount of/or range between these will be acceptable.

4. Construct concrete parking areas. Toilet parking area around CXT toilet is 20’ x 74’ x 6” thick finished concrete. Camp spur parking area is 20’ x 78’ x 6” thick finished concrete.

5. Purchase and install one concrete wheel stop, 6’ x 9” x 6.5”. See detail.

6. Construct concrete walkway areas. The toilet building will have 5’wide x 72’ x 4” deep concrete walkway abuting it on all four sides and an additional 8’wide x 40’ x 4” concrete walkway between the toilet and the parking area for the trash cans. The walkway between the toilet and the camp spur will be 5’ x 18’ x 4” thick finished concrete.

7. Construct 50 LF of concrete retaining wall, which divides the camp spur parking from the camp spur living area. See detail.

8. Construct camping area 24’ wide and 55’ long with 6” deep GAB stone. See detail.

9. Purchase and Install one Lantern Post, Model # 670H from Ultra Play or Lantern Holder Model #11316—

3-ADA from Jamestown Advanced Products. See detail.

10. Purchase and Install one Picnic Table, Model #12610-11 from Jamestown Advanced Products at www.jamestownadvanced.com. This will be accessible, rectangular table with 8’ metal frame and treated #1 pine, 2” schedule 40 Pipe.

11. Purchase and install one Campfire Ring, Model # FS-30/18/PA from Pilot Rock at www.pilotrock.com.

12. Paint accessible markings. About 186 LF of 4” wide solid blue lines.

13. Install accessible signage. One “Van Accessible” sign shall be 12” x 9” aluminum reflective sign and one

“Reserved Parking” sign shall be 12” x 18” ARS or aluminum reflective sign. See detail.

14. Install two bear-proof trash cans on 4” concrete slab. Unit specs are “Bear Saver”, Model HB2-P, Hid-A-

Bag Double Trash container, 140 gallon capacity, 350 pounds each. Also install mounting on the concrete for the units as shown in details.

15. Purchase and install plants. See table below listing plants.

16. Install final erosion control measures. Ds3 about 0.1 acres. Ds3 will be additional wood waste (shredded bark) to be applied at a depth of 2 to 3 inches after plant installation. Material shall be provided from offsite.

17. Remove Tree Save Fencing at end of project.

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CXT Installation 01100 - 5 FRANK GROSS, MULKY CAMPGROUND

18. All disturbed areas shall be left with a neat appropriate temporary protective cover.

19. Install planting plan vegetation. Most of these plants can be bought at:

• Sunlight Gardens, www.sunlightgardens.com

• Carolina Native Nursery, www.carolinanativenursery.com

• Meadowbrook Nursery, www.we-du.com

PLANTING PLAN VEGETATION

Scientific Name Common Name Size of Plant Number of Plants

Aster Oblongifolius ‘October Skies’

Aster, ‘October Skies’ 1 gallon 30

Calycanthus floridus Eastern Sweetshrub 1 gallon 9

Calycanthus ‘venus’ ‘Venus’ sweetshrub 2 gallon 23

Hamamelis virginiana Native Witch Hazel 18”-24” tall 3

Hydrangea quercifolia Oakleaf Hydrangea 1 gallon 3

Viburnam trilobum American Cranberry Bush

18”-24” tall 14

D. MULKY CAMPGROUND

This project involves pre-construction and construction of one existing toilet site and pre-construction and construction of one accessible camp spur site located at Mulky Campground.

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:

• Phase 1:

o Installation and maintenance of all erosion control measures for grading, demolition and construction at the site throughout the life of the project/contract.

o Removal, thinning, and disposition of vegetation at direction of COR o Grading at the direction of COR

• Phase 2:

o Construction of the areas immediately surrounding one new CXT toilet that has been emplaced by others.

o Construction of an accessible camping spur.

o Construction shall include boulder placement, concrete sidewalk construction, concrete parking construction, landscape planting, camp spur construction and finalization of erosion control measures.

Extreme care shall be taken by the Contractor to prevent damage to existing paving. 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.

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CXT Installation 01100 - 6 FRANK GROSS, MULKY CAMPGROUND

SITE SPECIFICS:

Directions: From Blue Ridge, take Ga. Highway 76 east for 5 miles to Morganton; turn right on Ga.

Highway 60 south for 16 miles. Turn left on Forest Service Road 4 and proceed 5 miles north until you reach Mulky Campground on the left. The campground is located along Cooper Creek and offers camping, hiking and fishing. The camping area is across the road from the creek, and offers 11 sites with picnic tables and grills. The roads are good and hard-surfaced until you reach FS road 4; this is a gravel road and is crooked and steep. This project is to provide an accessible toilet and accessible camp spur to this area.

Entrance to Mulky Campground

Plans labeled “Mulky Campground CXT Installation”

1. Install 250 LF of two rows (500 LF total) of Type C Silt Fence along top of roadside bank as shown on Erosion Control Plans, 1. Initial Erosion Control. Work to be done before any grading, demolition, or vegetation removal begins.

2. Install 80 LF Tree Save Fence as shown on Erosion Control Plans, 1. Initial Erosion Control. Work to be done before any grading, demolition, or vegetation removal begins.

3. Before you dig, be aware that there is a water line running through the area. This water line is being replaced under another contract, which may occur at the same time of this contract!

4. Remove existing picnic tables, grills, and lantern poles and dispose of at the direction of COR.

5. Grade area around toilet to prepare site for the installation of the new toilet.

6. Clear over-story, mid-story and understory vegetation surrounding the toilet building area and camp spur site as directed by COR. Approximately 0.3 acre will be cleared and grubbed.

7. Strip and stockpile topsoil in areas to be graded. Topsoil is to be stockpiled to complete final grading of areas.

8. Stabilize disturbed areas with appropriate stabilization methods per the Erosion Control Plan, 2.

Intermediate Erosion Control. Organic material from clearing of mid-story and understory vegetation should remain stockpiled on site per the COR’s direction and be chipped and applied as mulch if possible in those areas marked Ds1. Wood waste should be applied at a depth of 2” to 3” or 6 to 9 ton/acre.

9. All disturbed areas shall be left with a neat appropriate temporary protective cover.

CXT Installation 01100 - 7 FRANK GROSS, MULKY CAMPGROUND

10. The CXT toilet will be installed by others. This Phase 1 is to prepare the site for that to occur and also to prepare the site for the construction of the camping spur.

1. The second phase will not begin until the CXT toilet has been installed by others. Then work can begin on

2. Maintain erosion control measures and Tree Save Fence erosion control measures. Replace if necessary.

3. Install boulders at direction of COR before concrete is placed. Approx. 35 boulders of various sizes, ranging from 8 cu Ft (2’ x 2’ x2’) to 27 cu Ft (3’ x 3’ x3’). An equal amount of/or range between these will be acceptable.

4. Construct concrete parking areas. Toilet parking area around CXT toilet is in 4 sections: 33’ x 16’ x 6”, 7.5’ x 7.5’ x 6”, 24’ x 20’ x 6”, 10’ x 11.5’ x 6” thick finished concrete. Camp spur parking area is 50’ x 20’ x 6” and 10’ x 2.5’ x 6” thick finished concrete.

5. Purchase and install one concrete wheel stop, 6’ x 9” x 6.5”. See detail.

6. Construct concrete walkway areas. The toilet building will have 5’wide x 46’ x 4” deep (there will be sidewalk constructed adjacent to three sides of the CXT). The walkway between the toilet and the camp spur will be 5’ x 87’ x 4” thick finished concrete.

7. Construct 52 LF of concrete retaining wall, surrounding the tent pad on three sides. See detail.

8. Construct camping area and raised tent pad 35’ wide and approximately 35’ long with 6” deep GAB stone.

See detail.

9. Purchase and Install one Lantern Post, Model # 670H from Ultra Play or Lantern Holder Model #11316—

3-ADA from Jamestown Advanced Products. See detail.

10. Purchase and Install one Picnic Table, Model #12610-11 from Jamestown Advanced Products at www.jamestownadvanced.com. This will be accessible, rectangular table with 8’ metal frame and ACQ treated #1 pine, 2” schedule 40 Pipe.

11. Purchase and install one Campfire Ring, Model # FS-30/18/PA from Pilot Rock at www.pilotrock.com.

12. Install approximately 500 LF ACQ treated timber edging around toilet parking area and camping spur as shown on plans. It shall be 6” x 6” #2 S4S Yellow Pine with edges chamfered/beveled 1 inch on top surfaces.

13. Paint accessible markings. About 161 LF of 4” wide solid blue lines.

14. Install accessible signage. One “Van Accessible” sign shall be 12” x 9” aluminum reflective sign and one

“Reserved Parking” sign shall be 12” x 18” ARS or aluminum reflective sign. See detail.

15. Install two bear-proof trash cans on 4” concrete slab. Unit specs are “Bear Saver”, Model HB2-P, Hid-A-

Bag Double Trash container, 140 gallon capacity, 350 pounds each. Also install mounting on the concrete for the units as shown in details.

16. Purchase and install plants. See table below listing plants.

17. Install final erosion control measures. Ds3 about 0.06 acres. Ds3 will be additional wood waste (shredded bark) to be applied at a depth of 2 to 3 inches after plant installation. Material shall be provided from offsite.

18. Remove Tree Save Fencing at end of project.

19. All disturbed areas shall be left with a neat appropriate temporary protective cover.

20. Install planting plan vegetation. Most of these plants can be bought at:

• Sunlight Gardens, www.sunlightgardens.com

• Carolina Native Nursery, www.carolinanativenursery.com

• Meadowbrook Nursery, www.we-du.com http://www.jamestownadvanced.com/� http://www.pilotrock.com/� http://www.sunlightgardens.com/� http://www.carolinanativenursery.com/� http://www.we-du.com/�

CXT Installation 01100 - 8 FRANK GROSS, MULKY CAMPGROUND

PLANTING PLAN VEGETATION

Scientific Name Common Name Size of Plant Number of Plants

Aster Oblongifolius ‘October Skies’

Aster, ‘October Skies’ 1 gallon 45

Calycanthus floridus Eastern Sweetshrub 1 gallon 20

Hypericum Prolificum Shrubby St. Johnswort 1 gallon 11

Rudbeckia triloba Browneyed Susan 1 gallon 17

Rhus aromatic ‘Gro-low’

Gro-low Sumac 1 quart 13

Viburnam trilobum American Cranberry Bush

18”-24” tall 26

Existing c camping spur at Mulky Campground to be replaced

E. LAKE WINFIELD SCOTT DAY USE FISHING AREA

This project involves demolition of one existing toilet, pre-construction and site work associated with making the new toilet (to be placed by others) parking, signing and site furniture accessible within the Lake Winfield Scott (LWS) Day Use Accessible Fishing Area.

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.

CXT Installation 01100 - 9 FRANK GROSS, MULKY CAMPGROUND

The work consists of:

• Phase 1:

o Installation and maintenance of all erosion control measures for grading, demolition and construction at the site throughout the life of the project/contract.

o Removal, thinning, and disposition of vegetation at direction of COR o Demolition of an existing toilet and vault o Saw cutting and removal of asphalt paving

• Phase 2:

o Construction of the areas immediately surrounding one new CXT toilet that has been emplaced by others.

o Construction shall include boulder placement, concrete sidewalk construction, concrete parking construction, bulletin board and Fee tube installation o Finalization of erosion control measures.

Extreme care shall be taken by the Contractor to prevent damage to existing paving. 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, take U.S. 19 and 129 south for 10 miles; turn right (west) on Ga.

Highway 180 south for 7 miles. Highway 180 crosses the Lake Winfield Scott dam and the outflow stream. Turn left into the fishing area and small day use area at Lake Winfield Scott. The campground entrance is further south on Highway 180 about ¼ miles on the left.

CXT Installation 01100 - 10 FRANK GROSS, MULKY CAMPGROUND

Existing toilet and surrounding area at LWS

Plans labeled “Lake Winfield Scott Campground CXT Installation”

1. Install 35 LF of two rows Sandbags down slope and behind the toilet to be removed as shown on Erosion Control Plans, 1. Initial Erosion Control. Work to be done before any demolition, paving or vegetation removal begins.

2. Install 80 LF of two rows (160 LF total) of Type C Silt Fence along the edge of the asphalt road across from the existing toilet as shown on Erosion Control Plans, 1. Initial Erosion Control. Install at direction of COR. Work to be done before any demolition, paving or vegetation removal begins.

3. Demolish existing toilet building. The building is approximately 6’ x 9’; the interior is polyethylene walls and floor and the exterior is T-111. Remove from FS land.

4. Remove bear-proof trash can and dispose of at the direction of COR.

5. Remove timbers, concrete wheel stop and dispose of at the direction of COR.

6. Demolish concrete slab surrounding toilet, approximately 20’ x 12’ and remove from FS land.

7. Pump contents of one existing septic vault and clean inside with 10% bleach/water solution.

8. Remove and dispose of one 1000 gallon polyethylene vault, 450 pounds. Remove from FS land.

9. Backfill hole with soil. Fill material shall be free of brush, rubbish, rocks, logs and stumps. Compact each

12 inch lift of fill and top with 6 inches of topsoil.

10. Saw cut and remove approximately 1350 square feet of asphalt paving from Forest Service land.

11. Clear over-story, mid-story and understory vegetation surrounding the toilet building area as directed by COR. Approximately 0.05 acre will be thinned.

12. Stabilize disturbed areas with appropriate stabilization methods per the Erosion Control Plan, 2.

Intermediate Erosion Control.

13. All disturbed areas shall be left with a neat appropriate temporary protective cover.

14. The CXT toilet will be installed by others. This Phase 1 is to prepare the site for that to occur and also to prepare the site for the construction of the accessible paving, trash cans and bulletin board.

CXT Installation 01100 - 11 FRANK GROSS, MULKY CAMPGROUND

Example of CXT toilet to be installed at LWS

1. The second phase will not begin until the CXT toilet has been installed by others. Then work can begin on

2. Maintain erosion control measures. Replace if necessary.

3. Install boulders at direction of COR before concrete is placed. Approximately 10 boulders of various sizes up to 8 cu Ft (2’ x 2’ x2’). There should be at least 3 feet clear between boulder and sidewall of CXT toilet.

4. Construct concrete parking area. Toilet parking area in front of the CXT toilet is in 2 sections: 20’ x 20’ x 6” and 20’ x 15’ x 6” thick finished concrete. Parking area behind the toilet is 10’ x 16.5’ x 6” thick finished concrete.

5. Purchase and install one concrete wheel stop, 6’ x 9” x 6.5”. See detail.

6. Purchase and install one Steel Fee Tube with Insert, In-ground mount. The fee tubes are not prefabricated.

The contractor must order and then the unit is made. Order from: Quality Maintenance & Fabrication, Inc., 202 South 2nd Avenue, Chatsworth, GA. 30705, 706-422-9987, or contact email:

Joy9987@windstream.net.

7. Purchase and install one Standard Roofed Kiosk. The kiosk consists of (2) sets of (2) 4” x 6” x 10.5’ posts for installation in-ground or on a concrete pad. It has a footprint of 7.5’ x 2’. This will be mounted on a concrete pad. Available for purchase at: Wilderness Graphics, Inc., 850-224-6414, www.wildernessgraphics.com

8. Construct concrete walkway areas. The toilet building will have 5’wide x 62’ x 4” deep (there will be sidewalk constructed adjacent to four sides of the CXT). The walkway between the toilet sidewalk and the edge of the 2” stone gutter will be 24.5’ x 3’ x 4” thick finished concrete.

9. Install approximately 110 LF of crab orchard brown cobble edging along entire length of concrete walkways and parking wherever the asphalt abuts the concrete. These cobblestones should be flush to concrete and asphalt to maintain a smooth transition for accessibility. These are available from “Stone Forest” (or approved equal) at www.stoneforest.biz and are listed as ‘tumbled cobble stones’. These are similar to a manufactured brick in shape, but slightly larger and with smooth edges and corners.

10. Paint accessible markings. About 136 LF of 4” wide solid blue lines.

11. Install accessible signage. One “Van Accessible” sign shall be 12” x 9” aluminum reflective sign and one

“Reserved Parking” sign shall be 12” x 18” ARS or aluminum reflective sign. See detail.

12. Install two bear-proof trash cans on 6” concrete slab. Unit specs are “Bear Saver”, Model HB2-P, Hid-A-

Bag Double Trash container, 140 gallon capacity, 350 pounds each. Also install mounting on the concrete for the units as shown in details. Purchase from www.bearsaver.com.

mailto:Joy9987@windstream.net�

CXT Installation 01100 - 12 FRANK GROSS, MULKY CAMPGROUND

13. Upon completion of project remove sand bags.

14. Silt fence shall remain in place until project is completed, then removed upon approval of COR.

15. Leave in place 2” stone between pavement and bank.

16. All disturbed areas shall be left with a neat appropriate permanent protective cover.

1.02 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is shown on drawings and specified in Section 02225.

1.03 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to areas noted on Drawings.

B. Arrange use of site and premises to allow:

1. Work by Chattahoochee-Oconee National Forests.

2. Use of site and premises by the public.

C. Provide access to and from site as required by law and by Chattahoochee-Oconee National Forests:

1. Do not obstruct roadways, sidewalks, or other public ways without permit.

1.04 WORK SEQUENCE

A. Coordinate construction schedule and operations with Chattahoochee-Oconee National Forests.

END OF SECTION

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CXT Installation 01300 - 1 FRANK GROSS, MULKY CAMPGROUND

SECTION 01300

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

3.01 PRECONSTRUCTION MEETING

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

CXT Installation 01300 - 2 FRANK GROSS, MULKY CAMPGROUND

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.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, list of Products, schedule of values, and progress 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. Seed mix

3. Fertilizer

4. Lime

5. Expansion Joint

3.06 NUMBER OF COPIES OF SUBMITTALS

A. Documents for Review:

CXT Installation 01300 - 3 FRANK GROSS, MULKY CAMPGROUND

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 report any inability to comply with requirements.

END OF SECTION 01300

CXT Installation 01575 - 1 FRANK GROSS, MULKY CAMPGROUND

SECTION 01575

TEMPORARY EROSION AND SEDIMENTATION CONTROL

1.01 SECTION INCLUDES

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.

1.03 SUBMITTALS

CXT Installation 01575 - 2 FRANK GROSS, MULKY CAMPGROUND

A. Erosion and Sedimentation Control Plan:

1. Include:

a. Schedule of temporary preventive measures, in relation to ground disturbing activities.

b. Other information required by law.

c. Format required by law is acceptable, provided any additional information specified is also included.

2. Obtain the approval of the Plan by Chattahoochee-Oconee National Forests.

B. 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.

C. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished.

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.

CXT Installation 01575 - 3 FRANK GROSS, MULKY CAMPGROUND

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.

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).

B. Mulching Over Large Areas:

1. Wood chips

C. Mulching Over Small and Medium Areas:

1. Wood chips

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.

END OF SECTION

CXT Installation 01700 - 1 FRANK GROSS, MULKY CAMPGROUND

SECTION 01700

EXECUTION REQUIREMENTS

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

3.01 EXAMINATION

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.

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

CXT Installation 01700 - 2 FRANK GROSS, MULKY CAMPGROUND 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. Utilize recognized engineering survey practices.

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. Clean site; sweep paved areas, rake clean landscaped surfaces.

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

CXT Installation 01732 - 1 FRANK GROSS, MULKY CAMPGROUND

SECTION 01732

WASTE MANAGEMENT

1.01 WASTE MANAGEMENT REQUIREMENTS

A. Chattahoochee-Oconee National Forests requires that this project generate the least amount of trash and waste possible.

B. Employ processes that ensure the generation of as little waste as possible due to error, poor planning, breakage, mishandling, contamination, or other factors.

C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as…