Amend_0006_32 92 23_ADDED.pdf

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SOF Assessment and Selection Training Complex Federal contract opportunity
Solicitation number
W912PM20R0003
Issued by
Department of the Army Corps of Engineers Engineering District Wilmington

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This solicitation is for the construction of a Special Operations Forces Assessment and Selection Training Complex at Camp Mackall, North Carolina. Key requirements include new training space, storage space, locker rooms and showers, building support space, guard houses, security gates, under vehicle surveillance systems, communications, power, water and sewer utilities, a new training obstacle course with multiple physical training stations along a circuited route, built-in building systems such as a fire alarm/mass notification system, fire suppression, energy management control, telephone, advanced unclassified and classified communications networks, television, electronic access control systems, and a protected distribution system. Supporting facilities include site preparation, utilities, lighting, vehicle parking, access drives and roads, curb and gutter sidewalks, storm drainage, landscaping, and other site improvements. The project must meet Department of Defense principles for high performance and sustainable building and incorporate low impact development features and appropriate cybersecurity measures for control systems.

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W912PM20R00030008.pdf PDF
Amend_0007_PN86021_0006_Technical_Summary_of_Changes.pdf PDF
Amend_0007_FY20PN86021-RB-CG103.pdf PDF
Amend_0007_FY20PN86021-RB-CU101.pdf PDF
Amend_0007_PN86021_RTA_SPECS_VOL_02.pdf PDF
W912PM20R00030007.pdf PDF
W912PM20R00030007_Conformed.pdf PDF
Amend_0006_FY20PN86021-SCP-CS402.pdf PDF
Amend_0006_07 13 53_ADDED.pdf PDF
Amend_0006_PN86021_0006_Technical Summary of Changes.pdf PDF
Amend_0006_FY20PN86021-AE102.pdf PDF
Amend_0006_FY20PN86021-RB-AE301.pdf PDF
Amend_0006_FY20PN86021-NCP-CS402.pdf PDF
Amend_0006_Table of Contents_REVISED.pdf PDF
W912PM20R00030006_Conformed.pdf PDF
Amend_0006_FY20PN86021-RB-AE603.pdf PDF
Amend_0006_Submittal Register_REVISION.pdf PDF
Amend_0006_PN86021_RTA_SPECS_VOL 02.pdf PDF
Amend_0006_PN86021_RTA_SPECS_VOL 01.pdf PDF
Amend_0006_FY20PN86021-RB-CG103.pdf PDF
PN86021_0005_Technical Summary of Changes.pdf PDF
Amend_0005_Submittal_Regsiter.pdf PDF
Amend_0005_FY20PN86021-RB-ST506.pdf PDF
Amend_0005_PN86021_RTA_SPECS_VOL 01.pdf PDF
Amend_0005_01 45 00.00 10.pdf PDF
Amend_0005_FY20PN86021-RB-SB101.pdf PDF
W912PM20R00030004.pdf PDF
PN86021_0004_Technical Summary of Changes (002).pdf PDF
Amend 0004 - Pictures for Total Design Analysis RB-SCP-NCP-NN.pdf PDF
Amend 0003 Appendix A Example 3 Past Performance.pdf PDF
Amend 0003 Appendix A Example 1 Past Experience.pdf PDF
W912PM20R00030003.pdf PDF
Amend 0003 TAB A Proposal Cover Sheet.pdf PDF
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SOF ASSESSMENT AND SELECTION TRAINING COMPLEX PN 86021 FY20

CAMP MACKALL, NC NORTH CAROLINA

SECTION TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 92 23*

SODDING

04/06

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Stand of Turf

1.3 RELATED REQUIREMENTS

1.4 SUBMITTALS

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

1.5.1.1 Sod Protection

1.5.1.2 Fertilizer Delivery

1.5.2 Storage

1.5.2.1 Sod Storage

1.5.2.2 Topsoil

1.5.2.3 Handling

1.6 TIME RESTRICTIONS AND PLANTING CONDITIONS

1.6.1 Restrictions

1.7 TIME LIMITATIONS

1.7.1 Sod

PART 2 PRODUCTS

2.1 SODS

2.1.1 Classification

2.1.2 Purity

2.1.3 Planting Dates

2.1.4 Composition

2.1.4.1 Proportion

2.1.4.2 Sod Farm Overseeding

2.2 TOPSOIL

2.2.1 On-Site Topsoil

2.2.2 Off-Site Topsoil

2.2.3 Composition

2.3 SOIL CONDITIONERS

2.3.1 Lime

2.3.2 Aluminum Sulfate

2.3.3 Sulfur

2.3.4 Iron

2.3.5 Peat

2.3.6 Sand

2.3.7 Perlite

2.3.8 Composted Derivatives

2.3.8.1 Particle Size

2.3.8.2 Nitrogen Content

2.3.9 Gypsum

2.3.10 Calcined Clay

SECTION 32 92 23 Page 1

(ADDED BY AMENDMENT)

2.4 FERTILIZER

2.4.1 Granular Fertilizer

2.5 WATER

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Extent Of Work

3.1.2 Soil Preparation

3.1.2.1 Soil Conditioner Application Rates

3.1.2.2 Fertilizer Application Rates

3.2 SODDING

3.2.1 Finished Grade and Topsoil

3.2.2 Placing

3.2.3 Sodding Slopes and Ditches

3.2.4 Finishing

3.2.5 Rolling

3.2.6 Watering

3.3 PROTECTION OF TURF AREAS

3.4 RENOVATION OF EXISTING TURF AREA

3.4.1 Aeration

3.4.2 Vertical Mowing

3.4.3 Dethatching

3.5 RESTORATION

-- End of Section Table of Contents --

SECTION 32 92 23 Page 2

SECTION 32 92 23

SODDING

04/06

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM C602 (2013a) Agricultural Liming Materials

ASTM D4427 (2018) Standard Classification of Peat Samples by Laboratory Testing

ASTM D4972 (2018) Standard Test Methods for pH of Soils

TURFGRASS PRODUCERS INTERNATIONAL (TPI)

TPI GSS (1995) Guideline Specifications to Turfgrass Sodding

U.S. DEPARTMENT OF AGRICULTURE (USDA)

DOA SSIR 42 (1996) Soil Survey Investigation Report No. 42, Soil Survey Laboratory Methods Manual, Version 3.0

1.2 DEFINITIONS

1.2.1 Stand of Turf

100 percent ground cover of the established species.

1.3 RELATED REQUIREMENTS

Section 31 00 00 EARTHWORK, and Section 32 92 19 SEEDING applies to this section for pesticide use and plant establishment requirements, with additions and modifications herein.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only.

Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29.00 37 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00.00 37 SUBMITTAL

PROCEDURES:

SD-03 Product Data

SECTION 32 92 23 Page 3

Fertilizer

Include physical characteristics, and recommendations.

SD-06 Test Reports

Topsoil composition tests (reports and recommendations).

SD-07 Certificates

Nursery certification for sods. Indicate type of sod in accordance with TPI GSS .

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

1.5.1.1 Sod Protection

Protect from drying out and from contamination during delivery, on-site storage, and handling.

1.5.1.2 Fertilizer Delivery

Deliver to the site in original, unopened containers bearing manufacturer's chemical analysis, name, trade name, trademark, and indication of conformance to state and federal laws. Instead of containers, fertilizer, gypsum, sulphur, iron, and, lime may be furnished in bulk with certificate indicating the above information.

1.5.2 Storage

1.5.2.1 Sod Storage

Lightly sprinkle with water, cover with moist burlap, straw, or other approved covering; and protect from exposure to wind and direct sunlight until planted. Provide covering that will allow air to circulate so that internal heat will not develop. Do not store sod longer than 24 hours. Do not store directly on concrete or bituminous surfaces.

1.5.2.2 Topsoil

Prior to stockpiling topsoil, treat growing vegetation with application of appropriate specified non-selective herbicide. Clear and grub existing vegetation three to four weeks prior to stockpiling topsoil.

1.5.2.3 Handling

Do not drop or dump materials from vehicles.

1.6 TIME RESTRICTIONS AND PLANTING CONDITIONS

1.6.1 Restrictions

Do not plant when the ground is frozen, snow covered, muddy, or when air temperature exceeds 90 degrees Fahrenheit.

SECTION 32 92 23 Page 4

1.7 TIME LIMITATIONS

1.7.1 Sod

Place sod a maximum of thirty six hours after initial harvesting, in accordance with TPI GSS as modified herein.

PART 2 PRODUCTS

2.1 SODS

2.1.1 Classification

Nursery grown, certified as classified in the TPI GSS . Machine cut sod at a uniform thickness of 3/4 inch within a tolerance of 1/4 inch, excluding top growth and thatch. Each individual sod piece shall be strong enough to support its own weight when lifted by the ends. Broken pads, irregularly shaped pieces, and torn or uneven ends will be rejected. Wood pegs and wire staples for anchorage shall be as recommended by sod supplier.

2.1.2 Purity

Sod species shall be genetically pure, free of weeds, pests, and disease.

2.1.3 Planting Dates

Lay sod from April 1 to May 15 for warm season spring planting and from September 1 to October 15 for cool season fall planting.

2.1.4 Composition

2.1.4.1 Proportion

Proportion grass species as follows.

Botanical Name Common Name Percent

Cynodon Dactylon Bermuda Grass 95

2.1.4.2 Sod Farm Overseeding

At the sod farm provide sod with overseeding of type recommended by seed producer.

2.2 TOPSOIL

2.2.1 On-Site Topsoil

Surface soil stripped and stockpiled on site and modified as necessary to meet the requirements specified for topsoil in paragraph entitled "Composition." When available topsoil shall be existing surface soil stripped and stockpiled on-site in accordance with Section 31 00 00

EARTHWORK.

SECTION 32 92 23 Page 5

2.2.2 Off-Site Topsoil

Conform to requirements specified in paragraph entitled "Composition."

Additional topsoil shall be furnished by the Contractor.

2.2.3 Composition

Containing from 5 to 10 percent organic matter as determined by the topsoil composition tests of the Organic Carbon, 6A, Chemical Analysis Method described in DOA SSIR 42 . Maximum particle size, 3/4 inch, with maximum 3 percent retained on 1/4 inch screen. The pH shall be tested in accordance with ASTM D4972. Topsoil shall be free of sticks, stones, roots, and other debris and objectionable materials. Other components shall conform to the following limits:

Silt 25-50 percent

Clay 10-30 percent

Sand 20-35 percent pH 5.5 to 7.0

Soluble Salts 600 ppm maximum

2.3 SOIL CONDITIONERS

Add conditioners to topsoil as required to bring into compliance with "composition" standard for topsoil as specified herein.

2.3.1 Lime

Commercial grade hydrate limestone containing a calcium carbonate equivalent (C.C.E.) as specified in ASTM C602 of not less than 80 percent.

2.3.2 Aluminum Sulfate

Commercial grade.

2.3.3 Sulfur

100 percent elemental

2.3.4 Iron

100 percent elemental

2.3.5 Peat

Natural product of peat moss derived from a freshwater site and conforming to ASTM D4427. Shred and granulate peat to pass a 1/2 inch mesh screen and condition in storage pile for minimum 6 months after excavation.

2.3.6 Sand

Clean and free of materials harmful to plants.

SECTION 32 92 23 Page 6

2.3.7 Perlite

Horticultural grade.

2.3.8 Composted Derivatives

Ground bark, nitrolized sawdust, humus or other green wood waste material free of stones, sticks, and soil stabilized with nitrogen and having the following properties:

2.3.8.1 Particle Size

Minimum percent by weight passing:

No. 4 mesh screen 95

2.3.8.2 Nitrogen Content

Minimum percent based on dry weight:

Fir Sawdust 0.7 Fir or Pine Bark 1.0

2.3.9 Gypsum

Coarsely ground gypsum comprised of calcium sulfate dihydrate 91 percent, calcium 22 percent, sulfur 17 percent; minimum 96 percent passing through 20 mesh screen, 100 percent passing thru 16 mesh screen.

2.3.10 Calcined Clay

Calcined clay shall be granular particles produced from montmorillonite clay calcined to a minimum temperature of 1200 degrees F. Gradation: A minimum 90 percent shall pass a No. 8 sieve; a minimum 99 percent shall be retained on a No. 60 sieve; and a maximum 2 percent shall pass a No. 100 sieve. Bulk density: A maximum 40 pounds per cubic foot.

2.4 FERTILIZER

2.4.1 Granular Fertilizer

Organic, granular controlled release fertilizer containing the following minimum percentages, by weight, of plant food nutrients:

20 percent available nitrogen 10 percent available phosphorus 10 percent available potassium

2.5 WATER

Source of water shall be approved by Contracting Officer and of suitable quality for irrigation containing no element toxic to plant life.

SECTION 32 92 23 Page 7

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Extent Of Work

Provide soil preparation (including soil conditioners), fertilizing, and sodding of all newly graded finished earth surfaces, unless indicated otherwise, and at all areas inside or outside the limits of construction that are disturbed by the Contractor's operations.

3.1.2 Soil Preparation

Provide 4 inches of off-site topsoil to meet indicated finish grade. After areas have been brought to indicated finish grade, incorporate fertilizer into soil a minimum depth of 4 inches by disking, harrowing, tilling or other method approved by the Contracting Officer. Remove debris and stones larger than 3/4 inch in any dimension remaining on the surface after finish grading. Correct irregularities in finish surfaces to eliminate depressions. Protect finished topsoil areas from damage by vehicular or pedestrian traffic.

3.1.2.1 Soil Conditioner Application Rates

Apply soil conditioners at rates as determined by laboratory soil analysis of the soils at the job site.

3.1.2.2 Fertilizer Application Rates

Apply fertilizer at rates as determined by laboratory soil analysis of the soils at the job site.

3.2 SODDING

3.2.1 Finished Grade and Topsoil

Prior to the commencement of the sodding operation, the Contractor shall verify that finished grades are as indicated on drawings; the placing of topsoil, smooth grading, and compaction requirements have been completed in accordance with Section 31 00 00 EARTHWORK.

The prepared surface shall be a maximum 1 inch below the adjoining grade of any surfaced area. New surfaces shall be blended to existing areas.

The prepared surface shall be completed with a light raking to remove from the surface debris and stones over a minimum 5/8 inch in any dimension.

3.2.2 Placing

Place sod a maximum of 36 hours after initial harvesting, in accordance with TPI GSS as modified herein.

3.2.3 Sodding Slopes and Ditches

For slopes 2:1 and greater, lay sod with long edge perpendicular to the contour. For V-ditches and flat bottomed ditches, lay sod with long edge perpendicular to flow of water. Anchor each piece of sod with wood pegs or wire staples maximum 2 feet on center.

SECTION 32 92 23 Page 8

3.2.4 Finishing

After completing sodding, blend edges of sodded area smoothly into surrounding area. Air pockets shall be eliminated and a true and even surface shall be provided. Frayed edges shall be trimmed and holes and missing corners shall be patched with sod.

3.2.5 Rolling

Immediately after sodding, firm entire area except for slopes in excess of 3 to 1 with a roller not exceeding 90 pounds for each foot of roller width.

3.2.6 Watering

Start watering areas sodded as required by daily temperature and wind conditions. Apply water at a rate sufficient to ensure thorough wetting of soil to minimum depth of 6 inches. Run-off, puddling, and wilting shall be prevented. Unless otherwise directed, watering trucks shall not be driven over turf areas. Watering of other adjacent areas or plant material shall be prevented.

3.3 PROTECTION OF TURF AREAS

Immediately after turfing, protect area against traffic and other use.

3.4 RENOVATION OF EXISTING TURF AREA

3.4.1 Aeration

Upon completion of weed eradication operations and Contracting Officer's approval to proceed, aerate turf areas indicated, by approved device.

Core, by pulling soil plugs, to a minimum depth of 1.5 inches. Leave all soil plugs, that are produced, in the turf area. After aeration operations are complete, topdress entire area 1/2 inch depth with the following mixture:

Per manufacturer's recommendations percent sand Per manufacturer's recommendations percent humus Per manufacturer's recommendations percent gypsum Per manufacturer's recommendations percent organic fertilizer Per manufacturer's recommendations percent synthetic fertilizer

Blend all parts of topdressing mixture to a uniform consistency throughout.

Keep clean at all times at least one paved pedestrian access route and one paved vehicular access route to each building. Clean all soil plugs off of other paving when work is complete.

3.4.2 Vertical Mowing

Upon completion of aerating operation and Contracting Officer's approval to proceed, vertical mow turf areas indicated, by approved device, to a depth of 1/2 inch above existing soil level, to reduce thatch build-up, grain, and surface compaction. Keep clean at all times at least one paved pedestrian access route and one paved vehicular access route to each building. Clean other paving when work is complete. Remove all debris generated during this operation off site.

SECTION 32 92 23 Page 9

3.4.3 Dethatching

Upon completion of aerating operation and Contracting Officer's approval to proceed, dethatch turf areas indicated, by approved device, to a depth of 1/4 inch below existing soil level, to reduce thatch build-up, grain, and surface compaction. Keep clean at all times at least one paved pedestrian access route and one paved vehicular access route to each building. Clean other paving when work is complete. Remove all debris generated during this operation off site.

3.5 RESTORATION

Restore to original condition existing turf areas which have been damaged during turf installation operations. Keep clean at all times at least one paved pedestrian access route and one paved vehicular access route to each building. Clean other paving when work in adjacent areas is complete.

-- End of Section --

SECTION 32 92 23 Page 10

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