SOW.pdf

SUMMARY OF WORK 01010 - 1

s SENSITIVE - LIMITED OFFICIAL USE

SECTION 01010 - SUMMARY OF WORK

PART 1 - GENERAL

1 RELATED DOCUMENTS

A. Minimum Design Requirements, drawings, and general provisions of the contract including but not limited to the following:

a. Division 1 Sections

b. Section 02360 Soil Sterilization

c. Section 02700 Paving

d. Section 02820 Security Fences and Gates

e. Section 02835 Barbed Tape

f. Section 03050 Concrete

g. Section 11196 Security Fasteners

h. Section 16060 Grounding and Bonding

i. Section 17040 Lightning Protection

j. Section 17120 Fiber Optics

k. Section 17400 Perimeter Fence Detection

1.2 PROJECT/WORK IDENTIFICATION

A. The Project consists of removal of two inner perimeter fences and the installation of one new inner perimeter fence; installation of slowdown fence sections; and rework of existing fence gates as shown on drawings. Existing two inner perimeter fences shall be removed and disposed of by the contractor. Fence fabric and security barbed tape (razor ribbon) shall be provided to the contractor by the Government. A new perimeter detection system will be installed on the new fence. Installation of drainage tiles and stone ground cover is included in this contract, as well as paving and concrete work. The total distance around the perimeter fence line is approximately 5,000 lineal feet.

B. Contractor shall maintain integrity of at least two fence lines and the existing perimeter detection system at all times. Construction sequence will be to remove the middle fence first; install the new perimeter fence, barbed tape, and detection system between the existing inner and outer fences; followed by removal of the existing inner fence. At the completion of the job the existing outer fence will remain undisturbed and the new inner fence will be installed with a new detection system, drainage and paving.

1.3 CONTRACTOR USE OF PREMISES

SUMMARY OF WORK 01010 - 2

A. Contractor shall limit use of premises to work in areas adjacent to work site.

B. Contractor shall be provided a designated space in the employee parking lot for parking of vehicles and equipment. No materials shall be permitted to be stored in the parking lot.

C. Material staging area(s) shall be designated by the Contract Monitor (CM).

D. The contractor shall be required to connect to the institution’s electricity and water during the performence period. At the end of the performance period, all lines connecting to water and electricity will be removed. The contractor will be responsible for providing its workers with portable toilets.

1.4 GOVERNMENT OCCUPANCY

A. Full Government Occupancy: The Government is the resident on the site and shall be allowed access to the entire site during the period of construction.

Cooperate fully with the Government representatives during construction operations to minimize conflicts and to facilitate Government usage and access.

Perform the work so as not to interfere with other ongoing Government operations.

B. Partial Government Occupancy: The Government reserves the right to place and install equipment as necessary in completed areas of the project provided that such use does not substantially interfere with completion of the work.

Such placing of equipment and partial occupancy shall not constitute acceptance of the work or any part of the work.

1.5 INTENTION OF DOCUMENTS

A. The requirements of this Summary of Work and other FBOP Requirements including but not limited to the: Design Program Guidelines, Technical Design Guidelines, and FBOP Concept Drawings, shall be considered complimentary and shall be taken as a whole. Anything required in a particular Contract Document shall be taken as being required by all Contract Documents.

B. Minor material and work not specified or shown, but necessary for proper completion of the work, shall be provided as specified or shown without additional compensation.

6 MISCELLANEOUS AND GENERAL PROVISIONS

A. All contractor and or sub-contractor employees will be required to have

SUMMARY OF WORK 01010 - 3

a security background check prior to being permitted to work on the Government work site. This security check shall be conducted by the Government.

B. All tools and equipment used on this property will be subject to strict inventory and tool management policies by the government.

C. Alterations to Existing Work (if any):

1. Existing Work shall be altered, removed, or temporarily removed and replaced as necessary for performance of work under the Contract. Work that is replaced shall match similar existing work.

Work remaining in place that is damaged shall be restored to the condition existing at the time of Notice to Proceed.

1.7 ITEMS FURNISHED BY THE GOVERNMENT AND INSTALLED BY

THE CONTRACTOR

A. Submit to the Contracting Officer a schedule of required dates for delivery of items furnished by the Government.

Schedule shall be subject to written approval by the Contracting Officer.

B. The following items are furnished by the Government and installed by the Contractor:

1. Fence fabric for inside perimeter and control fences as indicated in Section 02820. 6,000 lin. ft. of fence fabric.

2. Barbed tape (razor ribbon) for perimeter and control fences as indicated in Section 02835. 6,000 lin ft. of Type B reinforced barbed tape.

1.8 PERIOD OF PERFORMANCE

A. The contractor will have one hundred eighty (180) calendar days to complete all work within this contract.

END OF SECTION

SOIL STERILIZATION 02360 - 1

SENSITIVE - LIMITED OFFICIAL USE

SECTION 02360 - SOIL STERILIZATION

PART 1 GENERAL

1.1 SYSTEM DESCRIPTION

A. Sterilize the soil between the security fences. Cover the sterilized soil with a 11mil black polypropylene woven weed control fabric and crushed rock, 20 mm to 40 mm (3/4 inch to 1-1/2 inch) diameter, to a depth of 100 mm (4 inches).

PART 2 PRODUCTS

2.1 MATERIAL

A. Provide locally available white or light colored rock.

2.2 MIXES

A. Soil sterilization must be done with regulated chemicals approved for this use. Chemicals must be applied in accordance with manufacturers instructions.

PART 3 EXECUTION (Not Used)

PAVING 02700 - 1

SECTION 02700 - PAVING

PART 1 GENERAL

1.1 DESIGN REQUIREMENTS

A. Paving shall be designed to meet local standards. Use the State Department of Transportation standard specifications, and details.

B. Pavement Type:

1. Pavements shall be hot mix asphalt paving unless otherwise noted.

2. Extent of pavement is as indicated on the Drawings.

C. All utilities that cross under any new paved section shall be installed or sleeved prior to final subgrade preparation and construction of pavement structure.

D. The paving along the inside perimeter of the fence shall be 2.5 m (8 ft.)

wide.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECURITY FENCES AND GATES 02820 - 1

SECTION 02820 - SECURITY FENCES AND GATES

PART 1 - GENERAL

1.2 INTERNAL FENCE (CONTROL FENCE)

A. Internal fences are constructed to define the inner compound and restrict inmate movement. Existing internal control fences will be extended by contractor to intersect the new location of the inner perimeter fence.

Refer to site plan for locations and field verify distances.

B. ASTM F 1043 shall be referenced for chain link fence pipe.

C. FABRIC: Government furnished Contractor installed fence fabric.

Contractor to furnish and install gate fabric which shall be the same as the Government furnished fence fabric. All requirements indicated in the Perimeter Security Fence fabric section are applicable to the Internal Fence (Control Fence).

D. HEIGHT: 12’.

E. END AND CORNER POSTS: Manufacturer’s standard 100 mm (4”) in diameter.

F. LINE (INTERMEDIATE) POSTS: Manufacturer’s standard 73 mm (2.875”) in diameter.

G. TOP, MIDDLE, AND BOTTOM CROSS RAILS: Manufacturer’s standard 42 mm (1.66”) diameter.

H. GATE POSTS: For nominal gate width as follows:

1. Up to 6’, minimum 70 mm (2.875”) O.D. Sch. 40 pipe.

2. Over 6’ to 12', minimum 102 mm (4”) O.D. Sch. 40 pipe.

3. Over 12' to 18', minimum 168 mm (6.626") O.D. Sch. 40 pipe.

I. TENSION WIRE: 4.5 mm (0.177”) diameter metallic-coated steel.

J. HINGES: Minimum 4 hinges per leave.

K. Perimeter Security fences shall be located 20’ apart unless otherwise noted on drawings.

L. Interior fence angles must be a minimum of 120 degrees except at vehicular sallyport.

SECURITY FENCES AND GATES 02820 - 2

1.3 REFERENCES

A. ASTM A53 — Standard Specification for Pipe, Steel, Black and Hot Dipped, Zinc-Coated Welded and Seamless (Replaces A 120).

B. ASTM A90 — Test Method for Weight of Coating on Zinc-Coated (Galvanized) Iron or Steel Articles.

C. ASTM A123 — Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

D. ASTM A153 — Specification for Zinc Coating (Hot Dip) on Iron and Steel Hardware.

E. ASTM A392 — Specification for Zinc-Coated Steel Chain-Link Fence Fabric.

F. ASTM A491 — Specification for Aluminum-Coated Steel Chain-Link Fence Fabric.

G. ASTM A824 — Specification for Metallic-Coated Steel Marcelled Tension Wire for Use with Chain Link Fence.

H. ASTM A1011 — Standard Specification for Steel, Sheet, and Strip, Hot- Rolled, Carbon, Structural, High-Strength Low-Alloy and High-Strength Low-Alloy with Improved Formability

I. ASTM F567 — Standard Practice for Installation of Chain-Link Fence.

J. ASTM F626 — Specification for Fence Fittings.

K. ASTM F900 — Standard Specification for Industrial and Commercial Swing Gates.

L. ASTM F1043 — Specification for Strength and Protective Coatings on Metal Industrial Chain-Link Fence Framework.

M. ASTM F1083 — Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence Structures.

N. ASTM F1916 — Standard Specifications for Selecting Chain-Link Barrier Systems with Coated Chain-Link Fence Fabric and Round Posts for Detention Applications.

O. Chain Link Fence Manufacturers Institute (CLFMI) — Product Manual.

SECURITY FENCES AND GATES 02820 - 3

P. Federal Specification RR-F-191 — Fencing, Wiring, and Post Metal (and Gates, Chain Link Fence Fabric and Accessories).

Q. Standards of Manufacture: Comply with Chain Link Fence Manufacturers Institute (CLFMI) Standards for "Galvanized Chain Link Fence Fabric," and as herein specified, except when aluminized chain link fabric is used.

R. Provide 10-year manufacturer's warranty that the materials supplied (excluding government furnished fence fabric) shall be free from defects.

PART 2 - PRODUCTS

2.1 STEEL FABRIC

A. For Perimeter Security Fence and Internal Control Fence:

1. Government furnished fabric shall be No. 9 gauge steel wires, 50 mm (2”) mesh, with top selvage twisted and barbed and bottom selvage twisted and barbed meeting or exceeding the requirements of FGD RR-F-00191/1. Fabric shall be a steel fabric with an aluminum coating prior to weaving. The aluminum coating finish conforms to requirements of ASTM A491. The aluminum coating provided is a minimum of 122 g/m (0.40 oz/ft ) of wire surface. The2 2 weight of the coating shall be determined by the strip test as defined in ASTM A428. Gate fabric furnished and installed by the Contractor shall have a 25-year written warranty against failure due to rust or corrosion.

2. Provide one-piece fabric widths for perimeter and slow down fence.

At vehicular sallyport provide fabric widths as required per drawings at the end of this section.

2.2 FINISH FOR FRAMEWORK AND APPURTENANCES

A. Galvanized finish with not less than minimum weight of zinc per square meter complying with the following:

1. Pipe:

a. ASTM F 1043 and ASTM F1083, 610 g/m (2 oz/ft ) zinc for2 2

Steel Pipe Grade A

b. ASTM F1043 for Steel Pipe Grade B, see section

FRAMEWORK below.

2. Hardware and Accessories: Galvanizing per ASTM A153 (zinc weight per Table I).

3. Wire: ASTM A392, Class 2, 610 g/m (2 oz/ft ) zinc.2 2

4. Steel Parts and Fittings: Galvanized per ASTM A123.

SECURITY FENCES AND GATES 02820 - 4

2.3 FRAMEWORK

A. Posts, rails, and braces shall conform to Federal Specification RR-F- 191/3C Class 1, Grade A or Grade B, and shall meet the following performance criteria when subjected to salt spray testing in accordance with ASTM B117:

1. Exterior — 1,000 hours with maximum 5% red rust.

2. Interior — 650 hours with maximum 5% red rust.

B. Steel pipe:

1. Steel pipe, Grade A, round, shall be produced to conform with ASTM F1083, standard weight pipe (Schedule 40), or extra strong pipe (Schedule 80) as specified, with a minimum yield strength of 205 MPA (30,000 psi).

2. Steel pipe, Grade B, round, shall be manufactured from steel conforming to ASTM A653, or ASTM A1011, cold-formed, high-frequency-welded, and have a minimum yield strength of 350 MPA (50,000 psi).

C. Framework Coating:

1. Grade A pipe surface area shall be coated with 550 g/m (1.8 oz/ft )2 2 of zinc in accordance with ASTM F1083.

2. Grade B pipe exterior surface shall be triple-coated with 300 ±4.5 g/m (1 ±0.15oz/ft ) of zinc, 5 ±2.5 micrograms/cm (30 ±152 2 2 micrograms/in ) of chromate per square centimeter, and 0.5 ±0.2 mil2 of clear cross-linked polymer conforming to ASTM F1043.

3. The interior surface shall have the same zinc and chromate coating as the exterior or shall have a zinc-rich-based organic coating having a minimum zinc powder loading of 91% by weight and be capable of providing galvanic protection.

D. Framework Size: The product of the yield strength and the section modulus of Grade B pipe shall not be less than that of Grade A pipe.

Posts shall be of the following dimensions and weights:

SECURITY FENCES AND GATES 02820 - 5

POST OR RAIL TYPE OD

Weight Grade A

Weight Grade B

CONTROL (INTERNAL) FENCES

End, corner, and pull posts 101.6mm

(4.0")

13.6 kg/m

(9.11 lb/ft)

9.8 kg/m

(6.56 lb/ft)

Line posts 73 mm

(2.875”)

8.6 kg/m

(5.79 lb/ft)

6.9kg/m

(4.64lb/ft)

Top, intermediate, and bottom horizontal rails 42.2 mm

(1.660”)

3.4 kg/m

(2.27 lb/ft)

2.7 kg/m

(1.84 lb/ft)

Gate posts, minimum post size up to 1.8 m (6’) nominal gate width 73 mm

(2.875”)

8.6 kg/m

(5.79 lb/ft)

6.9kg/m

(4.64lb/ft) over 1.8 m (6’) to 3.7m (12') nominal gate width 101.6 mm

(4.0”)

13.6 kg/m

(9.11 lb/ft)

9.8 kg/m

(6.56 lb/ft) over 3.7 m (12’) to 5.5m (18') nominal gate width 168 mm

(6.625”)

28.3 kg/m

(18.99 lb/ft)

N/A

Note: Sizes of posts shown are minimum requirements only. Size of posts shall be determined by the contractor for the specific site.

2.4 CHAIN LINK GATES

A. Fabrication: Gate panel shall be manufactured with galvanized steel pipe meeting the requirements in specification section C. Gate frame shall be welded to form a rigid panel. Special fittings and rivets will not be approved. Provide vertical and horizontal members to ensure proper gate operation and attachment of fabric, hardware, and accessories. Space frame members a maximum of 2.5 m (8’) apart unless otherwise indicated.

1. Contractor to provide same fabric as used for fence, unless otherwise indicated. Install fabric with stretcher bars at vertical, top and bottom edges. Attach stretcher bar bands at a maximum of 300 mm (12”) on center to secure stretcher bars. Tack weld all nuts and bolts.

2. Pedestrian Swing Gates: Fabricate perimeter frames in accordance with ASTM F900. Minimum size of perimeter frame members shall be 76 mm (3”) OD pipe.

a. Gate Posts: Furnish posts for supporting one leaf of a single-or double-gate installation.

b. Hinges: Size and material to suit gate size, non-lift-off ball-and-socket type, offset to permit maximum degree of gate opening. Provide sufficient hinges for each leaf to support gate without excessive sagging, minimum of two pairs of

SECURITY FENCES AND GATES 02820 - 6

hinges per leaf. Sallyport and Guard Tower 7 pedestrian gate hinges are specified in 11197 - DETENTION HARDWARE.

c. Mounting for Electric Lock: Provide swing gates with mounting for electric gate lock.

d. Provide gates with mounting for operators and remote electric operation. Operators are specified in 11197 - DETENTION

HARDWARE.

3. Vehicular Gates: Fabricate perimeter frames of minimum 76 mm (3”) OD pipe (interior framing may be 64 mm (2.5") OD).

a. Install fabric with stretcher bars at vertical edges and tie at top and bottom edges. Attach stretcher bars to gate frame at 300 mm (12”) o.c. maximum.

b. Attach hardware with rivets or other means, providing security against removal or breakage.

c. Gate Frame: As standard with the manufacturer for overhead gate operation and sizes indicated, including (but not limited

to) supporting structure, trolley hangers, bottom tracks, guides, support columns, and miscellaneous steel shapes.

d. Provide gates with mounting for chain drive vehicular gate operators and remote electric operation. Vehicle gate operators are specified in 11197 - DETENTION HARDWARE.

e. Vehicle Access:

1) For perimeter security fence:

4.3 m (14’) clear width x 4.5 m (14'-9") clear height.

2) For internal control fence: Provide vehicular double leaf swing gate, size 4.3m (14') clear width x full fence height, at the following locations.

(a) At USP vehicular access courtyard to the inner compound.

(b) At FCI fence locations between recreational yard and inner compound.

(c) At USP and FCI locations where internal control fence crosses the fire road.

B. All double gates shall be designed so that the inactive leaf can be locked when the active leaf is locked or in use.

2.5 MISCELLANEOUS MATERIALS

A. Tie wires shall be produced from a 9-gauge steel core wire with aluminum coating (122 g aluminum per square meter). Aluminum wire shall not be used.

SECURITY FENCES AND GATES 02820 - 7

B. Concrete: 21 MPA (3000 psi) as specified in 03050 - BASIC CONCRETE MATERIALS AND METHODS, unless otherwise noted.

C. Galvanizing Touch-Up Paint: Where galvanizing is damaged by welding or other means, touch up paint with "Galv-Weld" by Galv-Weld Products, or approved equal.

D. Provide all other materials not specifically described but required for a complete and proper installation of the work of this section. Materials shall be new, first-quality of their respective kinds.

E. Tension and Brace Bands: All bands shall be beveled 12-gauge galvanized steel. Galvanized coating shall meet specification ASTM A123.

PART 3 - EXECUTION

3.1 FABRICATION

A. Coordinate fabrication to receive security locking and operating devices in accordance with the manufacturer's written instructions.

B. Fabricate material and components in the shop, to the greatest extent possible. Galvanize components after fabrication.

C. Provide welded corners at gate panels and other frame assemblies.

3.2 INSPECTION

A. Surface Conditions: Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence.

B. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

3.3 SITE PREPARATION

A. Stake out fence lines and terminal post locations.

B. All clearing and grading for the fence lines shall be performed before installation begins.

SECURITY FENCES AND GATES 02820 - 8

3.4 INSTALLATION

A. General: Install work of this section in accordance with the manufacturer's recommendations as approved by the Contracting Officer and in accordance with ASTM F 567 and ASTM F 1916.

B. The fence shall follow line of finished grade, unless otherwise indicated.

C. Post Locations: Double fence rows to be set 6100 mm (20’) apart. Line posts will be spaced equal distances and at intervals not exceeding 3050 mm (10’). Terminal posts will be set at the beginning and end of each continuous length of fence, with a maximum spacing of 150 m (500’) and at abrupt changes in vertical or horizontal alignment.

D. Post Footings: Size of footings shall be designed by the Contractor for the specific site. Sizes of footings shown on the Design Guidelines and DIVISION 17 MODEL DOCUMENTS are the minimum requirements only.

Dig or drill post hole footings in the line of fence. Set posts in vertical position and in line. Pour footings with 21 MPA (3000 psi) minimum strength concrete. Concrete shall be thoroughly worked into the footing so as to leave no voids and will be allowed to cure a minimum of seven (7) days before installing fence fabric or other components.

1. When solid rock is encountered, set posts in the solid rock. The depth of the hole shall be 460 mm (18") for end, pull, corner and gate posts, and 300 mm (12") for line posts, and shall be greater than three (3) times the diameter of the post. The diameter of the hole shall be 25 mm (1”) greater than the diameter of the post. Half-fill the void with non-shrink grout and force the post to the bottom of the hole and plumb. Work additional grout into hole so as to leave no voids. Crown the grout to shed water.

2. When solid rock is covered by soil or loose rock, set the posts to the full depth unless the penetration into solid rock reaches the minimum depth specified above, in which case terminate the depth of penetration. Construct footing from solid rock to 50 mm (2”) below finished grade. Grout the portion of post in solid rock.

3. At internal control fence vehicular access gates, gate post footing diameter shall be 610 mm (24").

4. After installation, all fence posts shall pass the following rigidity test in accordance with ASTM F1916 : Apply a force of 222 N ( 50 lbs) perpendicular to the direction of the fence at the mid-height of each post. The post should not deflect more than 20 mm (3/4") at the location where the force is applied.

SECURITY FENCES AND GATES 02820 - 9

E. Slab Expansion Joint around Post: Provide 6 mm (1/4") expansion joint material around all posts prior to the installation of any concrete slab-on-grade.

F. Terminal Post Bracing: Fences shall have braces at all terminals. Brace corner, end, and pull posts to adjacent line post with horizontal intermediate rail and diagonal truss rods.

G. Top and Bottom Horizontal Rails: Run top rails continuously through line post caps. Support the top and bottom rails at each post so that a continuous brace from end to end of each stretch of fence is formed.

Securely fasten the top and bottom rails to the terminal posts and splice with sleeves or expansion couplings.

H. Intermediate Horizontal Rails: Install intermediate rails midway between the top of the fence fabric and bottom rails. At vehicular sallyport, the lower and the upper intermediate rails shall be at height of 3050 mm (10') and 6100 mm (20') respectively. Use a rail end and band to connect the intermediate rail to terminal post. Line post intermediate rails shall be connected with a 40 mm (1-5/8”) boulevard. Attachment bolts for boulevards shall be 10 mm (3/8") carriage bolts with nuts (end of bolts shall be peened).

I. Top, intermediate, and bottom horizontal rails shall be installed to allow an expansion or contraction under daily temperature changes by means of slip-fit connections. Permit a minimum of 3 mm (1/8") to a maximum of 6 mm (1/4") horizontal movement combined for each rail between its adjacent fence posts. Leave 35 mm (1-3/8”) between concrete slab or * finish grade and bottom horizontal rail.

J. Fabric: Fence fabric shall be secured to top, intermediate, and bottom rail with 3.7mm (9 gauge) aluminum coated steel tie wire woven through fence fabric, completely around the rails. Tie wire shall be twisted three twists on the rail side of fence and the tails of the wire cut off to preclude untwisting by hand. Leave 23 mm (7/8”) minimum to 28mm (1-1/8") * maximum clearance between concrete slab or finish grade and bottom * selvage. Leave 50 mm (2”) between top selvage and top horizontal rail. * Install fabric on security side or institution side of fence, and anchor to framework so that fabric remains in tension after pulling force is released.

Stretch fabric to the point where maximum deflection at the center of the panel does not exceed 50 mm (2”) under 133 N (30 lbs). Maintain tension by securing stretcher bars to posts with metal bands spaced 300 mm (12”) o.c. maximum. Fasten fabric to framework with wire ties, spaced 300 mm (12”) o.c. maximum for all posts, rails, braces, and tension wires. Tighten all fasteners securely, eliminating fabric movement across framework.

SECURITY FENCES AND GATES 02820 - 10

K. Stretcher Bars: Thread through or clamp to fabric, secure to posts with metal bands spaced not over 300 mm (12") o.c.

L. Gates: Install gates plumb, level, and secure for full opening without interference. Adjust hardware for smooth operation and lubricate.

M. Fasteners: Install nuts for tension bands and hardware bolts on side away from inmates. Spot-weld nuts to bolts in position to prevent removal.

Touch up damaged galvanized finish as required.

N. Post and Line Caps: Provide weather tight closure cap for each post.

O. Entrance Administration Building:

1. The perimeter security fences, with the required configuration of barbed tape, shall extend up and over the Entrance Building at a uniform 3660 mm (12') dimension to insure a consistent security barrier.

2. In areas over the Entrance Building roof, the bottom horizontal rail shall be placed at a125 mm (5") maximum clearance above the finish roofing.

3. The first post away from the Entrance Building on each fence shall have a maximum clearance of 75 mm (3") from the building wall.

The second post shall be spaced 3660 mm (12') away from the first post. Minimum size of these first and second posts shall be determined as end posts with a 800 mm (approx. 32") minimum diameter concrete footing. Minimum embedment length of the post shall be one-third of the post height, or as determined by the Contractor’s structural engineer. Consideration should be given to combining the first post’s footing with the building foundation.

4. Intermediate horizontal rails shall be installed at the appropriate spacings of 1830 mm (6') maximum.

P. Grounding: See Section 16060 for grounding requirements.

Q. The following standard drawings and/or details are provided as examples of how the requirements for this section can be met. These or other drawings approved by FBOP shall be included in the contract documents for the project.

SCHEDULE OF DRAWINGS

02820-D1 (01-20-05) LOW AND MEDIUM SECURITY PERIMETER FENCE -

TYPICAL SECTION

SECURITY FENCES AND GATES 02820 - 11

02820-D3 (01-20-05) CORNER POST OR END POST

02820-D13 (01-20-05) TYPICAL EXTERIOR FOUNDATION PERIMETER

SECURITY FENCE

02820-D14

/D14A/D14B (01-20-05) TYPICAL INTERIOR FOUNDATION PERIMETER

SECURITY FENCE

02820-D21 (01-20-05) TYPICAL ELEVATION AT CONTROL FENCE - LOW

AND MEDIUM SECURITY (Intersection of Control Fence to Perimeter Fence)

02820-D22 (01-20-05) TYPICAL SECTION AT CONTROL FENCE - LOW AND

MEDIUM SECURITY

02820-D24A

/D24B (01-20-05) INTERSECTION OF SECURITY FENCE - LOW AND

MEDIUM SECURITY *

BARBED TAPE 02835 - 1

SECTION 02835 - BARBED TAPE

Part 1 - GENERAL

1.1 SUMMARY

A. This section includes barbed tape barriers to be installed with the inner perimeter security fence and slowdown fence extensions where applicable.

B. The barbed tape shall be provided by the Government, and shall be installed by the Contractor as described in Parts 2.1 and 2.2 below. All other components shall be furnished and installed by the Contractor.

C. Point of Contact for ordering the barbed tape is the site Facility Manager.

1.2 REFERENCES

A. ASTM A 176 - Specification for Stainless and Heat-Resting Chromium Steel Plate, Sheet, and Strip

B. ASTM A 580 - Specification for Stainless and Heat-Resisting Steel Wire

C. ASTM A 585 - Standard Specification for Aluminum-Coated Steel Barbed Wire

D. ASTM A 666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar

E. ASTM F 1920 - Specification for long Barbed Tape Obstacles

F. ASTM F 1911 - Standard Practice for Installation of Barbed Tape

1.3 SUBMITTALS

A. Product Data - Include manufacturers’ data, specifications and installation instructions for all components, materials and accessories.

B. Shop Drawings - Include layout indicating plan, section and details illustrating layout and arrangement and erection procedures as per recommendation by manufacturer and in accordance with this specification.

PART 2 - PRODUCTS

BARBED TAPE 02835 - 2

2.1 NON-REINFORCED BARBED TAPE

A. Barbed tape coils shall be 750 mm (30") in diameter. Tape shall be fabricated from ASTM A 666 spring quality austenitic stainless steel, minimum hardness of Rockwell (30 N) 50-55, nominal 0.64 mm (0.025") thick, nominal 30 mm (1.210") width prior to fabrication.

B, Clusters of four barbs having a maximum tip radius of 0.127 mm(0.005") shall be punched 100 mm (4") on center. Barb cluster width shall be 30 mm.

Barb clusters shall have a minimum length of 30 mm (1.2"). Barb shall be alternately offset from the tape center line 4 mm - 12 mm (0.15"-0.45").

C. Adjacent coiled loops shall be alternately clipped together or spot welded at five points of approximately equal radius spacing about the coil loop perimeter. Welded attachments shall withstand a minimum 890N (200 lb) load uniformly distributed about the periphery. The 750 mm (30") diameter coils and five point uniform radial connections shall interact to produce a concertina coil with a 300 mm (12") opening between adjacent coil loops.

D. Provide jacketed steel wire rope attached along the entire length of the roll. * Attach wire to each coil loop to preset the maximum barbed tape opening * and the 12.20 meters (40 feet) plus or minus 0.3 meter (1 foot) length. *

2.2 WIRE-REINFORCED BARBED TAPE

A. Barbed Tape Coils shall be 750 mm (30") in diameter. Tape shall be fabricated from ASTM 176 Stainless Steel strip hardened to Rockwell (30 N) 35-40, 0.64 mm (0.025") thick, 25 mm (1") width prior to roll forming.

B. Clusters of four barbs having a maximum tip radius of 0.127 mm (0.005") shall be punched 100 mm(4") on center. Barb clusters shall have a minimum length of 30 mm (1.2"). Barbs shall be alternately offset from the tape center line 4 mm - 12 mm (0.15"-0.45").

C. The stainless steel strip shall be permanently cold clenched around a

2.5 mm (0.098") diameter austenitic stainless steel core wire conforming to ASTM A-580, having a minimum tensile strength of 895 MPa (130 ksi). The barbed tape shall have a minimum 230 degree wrap about the core wire.

Barbed tape clips placed around the circumference of the tape shall be such that adjacent loops are rigidly fixed, preventing any slippage of one past another at the point of attachment. Clips shall be fabricated from 1.6 x 9.5 mm (0.065"x0.375") stainless steel and capable of withstanding a pull of 890N (200 lb.).

BARBED TAPE 02835 - 3

2.3 INSTALLATION TIES

A. The Contractor shall use one of the following methods:

1. Wire Ties used to attach security coils to the chain link fabric, tension wire, and other rows of barbed tape shall be austenitic stainless steel, 175 mm (±25 mm long), [(7" ±1" long)], 1.57mm (16 gauge) thick, twistable ties. No less than three ties shall be used for each 300 mm (1 ft) of installed length of barbed tape used. The wire shall have 3 complete twists. Wire ties shall draw the fence fabric or adjacent coil loops tightly together.

2. Alternative “Hog Rings” used to attach security coils to the fences shall be 2.5mm (12.5 gauge) stainless steel and shall be used to fasten barbed tape to chain link fabric, tension wire, and other rows of barbed tape. No less than three hog rings shall be used for each 300 mm (1 ft) of installed length of barbed tape. Hog rings shall not be used where electronic detection is an integral part of the fence system.

2.4 GROUND STAKES

A. Ground stakes will be #10M (#3) galvanized reinforcing rods 450 mm (± 25 mm) [(18" ±1")] long with a 180E end hook 125 mm (5") in length.

2.5 BARBED WIRE

A. Barbed wire shall be two-strand, 3 mm (0.12") thick, Class 3, meeting the requirements of ASTM A585. Barbs shall be four-point 2.5 mm (0.1") thick aluminized wire interwoven and spaced 100 (4") to 150 mm (6") apart.

PART 3 - EXECUTION

3.1. PREPARATION

A. Surface Conditions - Prior to work of this Section, carefully inspect the installed work of other trades and verify that such work is complete to the point where this installation may properly commence.

B. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved.

C. Proceed with work following placement of herbicide and gravel between security fences.

BARBED TAPE 02835 - 4

3.2. INSTALLATION

A. GENERAL

1. Protective Gear: Mandatory protective gear: hardhats, goggles, gloves and steel toe shoes. Contact manufacture for additional information regarding protective gear.

2. Installation Equipment: Provide equipment adequate to support and protect the workers while installing coils at heights greater than 1830mm (72") above the finish grade. Alternative methods are accepted, provided adequate precautions are taken.

3. Experience: Contractors not familiar with Barbed Tape Installation shall contract with the manufacture in order to have the manufacture’s representative on the construction site during the initial installation.

Installers shall have three years minimum experience. Contractor is to obtain manufacturer’s installation instructions and final inspection services. Contractors shall arrange for these services a minimum of two weeks prior to the date needed.

4. Install work of this Section in accordance with the following general installation instructions and also with the manufacturer’s recommendations.

B. WIRE REINFORCED BARBED TAPE

1. Top of the Fence Installation (Interior and Sallyport Fences):

a. Coils shall be installed horizontally on the approach side of the fence. Stretch out the coil and allow it to rotate (spiral) around its central axis.

b. Before attaching coils to the fence fabric, inspect the roll for tangles and proper coil spacing.

c. Locate the coil loops 300mm (12") o.c. and permanently or temporarily secure in place. If temporarily attached follow with another crew and complete the tying operation.

d. Since the obstacle is tied to the highest point on the fence, allow for off-center tying (above and below tie points). This tying method reduces coil movement; coil movement creates mechanical noise effecting most fence mounted electronic detection systems. Additional ties may be required to reduce any audible noise.

2. Side of the Fence Installation:

BARBED TAPE 02835 - 5

a. Follow, “Top of the Fence Installation”, for deployment procedures, except that the 300mm (12") o.c. tie points are uniformly placed at the specified height. Installation sequence will depend upon the security coil configuration.

b. Adjacent rows are attached one to the other 1220mm (48") o.c..

3. Tie Points and Attachments:

a. Tie parallel coil loops to the fence with (3) ties at 300mm (12") o.c. with 16 gauge minimum twistable austenitic stainless steel tie wire. Wires shall be twisted tight drawing the barbed tape and fence fabric together.

b. Alternative - Large stainless steel hog rings with a minimum cross section of 12.5 gauge may be used, provided the ring wraps completely around barbed tape and wire attached to.

Rings must be of adequate strength to prevent opening the ring by pulling on the tape. Hog rings shall not be used where electronic detection is an integral part of the fence system.

4. Bottom of the Fence Installation:

a. Follow, “Top of the Fence Installation”, for deployment procedures.

b. Coils at the base of the fence are installed horizontally in vertical stacks and tied consecutively together.

c. Adjacent rows within the stack at attached one to the other at 1220mm (48") o.c.. Install the horizontal vertical stack systematically, bottom to top, starting next to the row attached to the fence and work outward.

5. Splicing:

a. Symmetrical in shape, each roll has a splicing tail consisting of 4 to 8 barbs. Connect the trailing ends of the preceding coils to the leading end of the following roll by aligning the end coils and matching the clip pattern around the circumference of the two rolls being connected. This will determine the number of barb clusters in the splice.

b. Tie the overlapping tails together by placing tie wires diagonally across a minimum of two pairs of barb clusters so as not to allow one barb slipping past another. Complete the splice by placing ties at two other locations diametrically opposite to the splicing tails where clips would have been if manufactured in

BARBED TAPE 02835 - 6

one continuous roll.

6. Ground Stakes:

a. Ground stakes are installed 3m (10') o.c. along the barrier trace and offset 1.5m (5') between rows. Each stake is driven to a depth of 460mm (18"), slightly below ground cover and hidden beneath the stone.

b. Should the stakes become difficult to install due to soil conditions provide pilot hole 355mm (14") deep with a 16mm (5/8") diameter tapered rod long enough to clear top of coils being worked on.

C. NON-REINFORCED BARBED TAPE

1. Top of Fence Installation (Interior, Exterior and Sallyport Fences):

a. Same as Wire Reinforced Barbed Tape above.

b. Opposing rows installed on opposite sides of the fence are secured in the same manner as “Sides of the Fence Installation”, except those opposing rows are secured by reaching through the coils.

2. Side of the Fence Installation:

a. Same as Wire Reinforced Barbed Tape above.

3. Tie Points and Attachments:

a. Same as Wire Reinforced Barbed Tape above.

4. Bottom of the Fence Installation:

a. Same as Wire Reinforced Barbed Tape above.

5. Splicing:

a. Connect the trailing ends of the preceding roll to the leading end of the following roll. Each roll is manufactured symmetrical with a small diameter aircraft cable running the entire length of the roll.

b. Align end coils by matching barbs on each side of the cable connection. Place one or two tie wires diagonally across the cable connections, locking the cable and end coils together.

This creates a continuous cable and aligns the remaining barb

BARBED TAPE 02835 - 7

clusters around the circumference in line with existing spot welds. This gives the appearance of being manufactured in one continuous roll and completes the splice.

6. Ground Stakes:

a. Same as Wire Reinforced Barbed Tape above.

3.3 INSPECTION

A. The completed installation shall be inspected and approved by an authorized manufacturer's representative. Provide a certificate of compliance to the Contracting Officer indicating the installation meets or exceeds the manufacturer's written requirements for the application shown. Correct improperly installed work.

BASIC CONCRETE MATERIALS 03050 - 1

AND METHODS

SENSITIVE - LIMITED OFFICIAL USE

SECTION 03050 - BASIC CONCRETE MATERIALS AND METHODS

PART 1 - GENERAL

1.1 DESIGN REQUIREMENTS

A. This section specifies cast-in place concrete.

B. Unless otherwise noted, all concrete shall develop a minimum compressive strength of 2500 psi at 28 days.

C. Portland cement shall conform to ASTM C-150, Type I, II, or III, low alkali.

D. Use only potable water for mixing concrete.

1. Use Sonotube or approved equal as provided by Sonoco Products Company or other approved equal manufacturer.

2. Place beneath all slabs-on-grade a minimum of 4" of a granular fill.

E. Concrete mixing shall conform to ASTM-C-94.

F. The concrete slab minimum thickness shall be maintained, unless otherwise noted.

G. All reinforcing bars, anchor bolts and other concrete inserts shall be well secured in position prior to placing concrete. Use templates to secure anchor bolts.

H. Provide sleeves for plumbing and electrical openings in concrete before placing. Do not cut any reinforcing which may conflict.

I. The outside diameter of conduit or pipe shall not exceed one third of slab thickness and shall be placed between the top and bottom reinforcing, unless specifically designed otherwise.

J. Without dislodging aggregates, saw cut control joints in all slabs on grade as soon as possible after finishing. Construction joints may be substituted for saw cut joints.

SECURITY FASTENERS 11196-1

SECTION 11196 - SECURITY FASTENERS

PART 1 - GENERAL

1.1 SUMMARY

A. Requirements for Security Fasteners

B. Pinned Torx head screws shall be used for all exposed fasteners in secure areas. Pinned Torx fasteners shall be used on all hinges for security grade doors and gates. Pinned Torx fasteners shall be used for all installed equipment including (but not limited to) medium security and tamper resistant annunciator panels, etc.

1.2 SUBMITTALS

A. Submit shop drawings showing type and location of each type of security fastener.

1.3 QUALITY ASSURANCE

A. All security fasteners shall be operable by tools produced for use on the specified security fasteners by the fasteners' manufacturers or other fabricators licensed by them.

B. All secure fasteners used in exterior locations shall be constructed of a rust resistant material.

C. The contractor shall assume the responsibility of coordinating the type of security fasteners for this entire project with other subcontractors that shall be operable by no more than two (2) different sets of tools.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Security Fasteners

1. Security fasteners' head style shall be selected as appropriate for installation requirements, strength, and finish of adjacent materials.

Size and shape variations shall be such that no more than two (2) different tools/wrenches are required for all security screws on the project. Security fasteners shall consist of the following types and meet the following requirements:

SECURITY FASTENERS 11196-2

2.Types of security fasteners:

A. Pinned "Torx" head -deep hex-lobe recess with center pin. (Illustrated below)

B. Flush "break-off" head style. Diameter: #4 through 19mm (3/4 “)d.

Material: stainless steel or alloy steel as required for particular strength or finish.

Head Styles: Socket head cap, button, flat or low head as required by application or as indicated.

2. The detention equipment subcontractor shall deliver to the Contracting Officer six (6) complete sets of tools for security fasteners and a gross of each type of security fastener used on this project. Each set shall be packaged in a tool kit for easy handling and storage.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Security fasteners, as specified herein, shall be obtained by the manufacturer, supplier, or installer of each component requiring their use, and it shall be their collective responsibility in coordination with the detention equipment subcontractor to ensure use of proper size and type of security screws for each required application.

B. Security fastener installation shall be the responsibility of whomever installs the fasteners under normal application conditions.

GROUNDING AND BONDING 16060 - 1

SECTION 16060 - GROUNDING AND BONDING

PART 1 - GENERAL

1.1 SUMMARY

A. Related Sections

1. 16119 - UNDERGROUND DUCTS AND UTILITY STRUCTURES

2. 16124 - MEDIUM-VOLTAGE CABLES

3. 17040 - GROUNDING AND SURGE PROTECTION

4. 17400 - PERIMETER SECURITY SYSTEM

1.2 REFERENCES

A. Minimum requirements of ANSI and NETA shall be met. The following publications shall be included. Revision of standards occur periodically, therefore the edition date used in preparing the Project Manual must be added.

B. Lightning Protection Institute

1. LPI 175 - Standards of Practice

C. Underwriters Laboratories

1. UL 96A - Standard for Installation Requirements for Lightning Protection Systems

D. US Department of Commerce/National Bureau of Standards

1. FIPS PUB 94 - Guideline on Electrical Power For ADP Installations

E. Institute of Electrical and Electronic Engineers

1. IEEE Standard 81 - Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potential of a Ground System

2. IEEE Standard 142 - Grounding of Industrial and Commercial Power Systems

3. IEEE Standard 1100 - Power and Grounding Sensitive Electronic Equipment

F. InterNational Electrical Testing Association (NETA)

GROUNDING AND BONDING 16060 - 2

1. ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems

G. National Fire Protection Association

1. NFPA 70 - National Electric Code, Article 250

2. NFPA 780 - Lightning Protection Systems

1.3 SYSTEM DESCRIPTION

A. Design Requirements

1. For the lightning protection system, the construction package shall include:

a. Details of the parts to be used in the design of the Lightning Protection System. Examples of details to be provided are: air terminals, connection types, bonding methods, ground rods, etc.

b. Diagrams indicating equipment location as well as routing details.

2. Provide a diagram(s) or a sheet(s) to be included in the drawings package called “Grounding Electrode System and Equipment Grounding Diagram.” The diagram shall demonstrate the method of grounding for such pieces of equipment as switchgear, switchboards, transformers, panelboards, motors, generators, Signal Reference Grid, etc. The diagram should include the following information:

a. Grounding Bus bar size and location. Refer to Figure 2:

TYPICAL GROUND BAR CONNECTION DETAILS.

GROUNDING AND BONDING 16060 - 3

b. Location and details of the grounding electrode system.

c. Interface point with the lightning protection system.

d.

e. Locations of test points, test points are to be permanently marked for future reference .

f. Conductor and conduit size of grounding system.

g. Bonding jumper size.

h. Method of connections: exothermic welds, compression clamps, etc. *

3. Earth Resistivity Study - The design of the grounding system for the facility shall start with a test of the soil conditions to determine the soil resistivity. Engage an independent electrical testing agency which shall supply all the necessary materials and labor to perform the required tests. Refer to SUBMITTALS section for requirements for the submission of the “Earth Resistivity Study.” The tests shall be performed in the following manner:

a. Measure the resistivity of the soil at the proposed construction site (before construction and at the beginning of the design phase) at up to eight (8) locations. FBOP Project Manager will assist the testing agency in determining the test site locations.

b. The testing method shall be the four (4) point Wenner Array method in accordance with IEEE Standard 81.

c. Tests shall be performed with a Biddle Digital Earth Tester, Model DET 2/2.

d. Analysis of the data shall be by a software program similar type program which analyzes and presents the data, such as CYME International Incorporated, EDSA Micro Corporation, Electrical Systems Analysis Incorporated, or SKM Systems Analysis Incorporated. The program will be used to model the existing ground system and analyze the development of realistic soil resistivity models.

GROUNDING AND BONDING 16060 - 4

B. Performance Requirements

1. The grounding system shall be designed so that the maximum ground resistance at the main grounding electrode shall not exceed 5 ohms.

1.4 SUBMITTALS

A. Earth Resistivity Study - Refer to System Description/ Design Requirements, paragraph 1.3.A.3, for specific test requirements. Five (5) copies of the “Earth Resistivity Study” are to be generated and contain the following information:

1. Description of the location (location map showing testing locations, soil type, climate, etc.), purpose, basis of the scope of study.

2. Results of the field inspection.

3. Description of on-site measurements, listing of measurement results, and local soil resistivity curve.

4. Description of computer analysis, and results of all calculations and evaluations.

5. General recommendations and guidelines for design of the grounding system

6. The result of this test shall be included in the calculations submitted.

The report, specifically the recommendations listed in above, shall form the basis of the design of the grounding system of the facility.

B. Provide a certified inspector’s report of the inspection of wire and cables per the standard for Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems, Section 7.3.2, by the InterNational Electrical Testing Association (NETA). Refer to section on DEMONSTRATION/CERTIFICATION for inspection requirements.

C. Shop Drawings shall include drawings of the lightning protection system.

The drawings are to include: air terminal locations, conductor routing (both vertical and horizontal), connections, bonding and grounding provisions, ground rod locations.

GROUNDING AND BONDING 16060 - 5

D. Grounding Systems Test - Refer to section on DEMONSTRATION/ CERTIFICATION, paragraph 3.3.C, for inspection requirements. Submit five (5) copies of the certified test report which shall bear the seal of the registered test engineer who performed the tests and contain:

1. The project name, date, and location of test.

2. Instruments serial number and type used.

3. Observations of weather and other phenomena that may affect test results.

4. A list of participants which includes their qualifications.

5. Description of test method.

6. Sketch(es) showing the layout of the ground system, including ground rod and test well locations as well as the associated resistivity measurements and locations of the probes.

7. Extensive and detailed recommendations for the improvement of grounding deficiencies if required.

1.5 QUALITY ASSURANCE

A. Lightning protection installer/contractor shall be UL listed and certified by the Lightning Protection Institute as a Master Installer Designer.

PART 2 - PRODUCTS

2.1 GROUNDING ELECTRODES

A. Provide ground rods. Chemical electrodes are not permitted.

B. Ground Test Wells - Coordinate with Division 2 Section “Underground Ducts and Utility Structures”

1. Provide a permanently marked ground test well at the electrical service entrance to each building.

2. For large grouped buildings, such as the inner compound buildings for a USP, provide a permanently marked ground test well at each electrical service entrance.

3. At manholes where required by Exterior Grounding System, paragraph 3.2.A.3.

2.2 COORDINATION

GROUNDING AND BONDING 16060 - 6

A. For the lightning protection system, coordinate cable routing through pre-designated access points.

B. For the lightning protection system, coordinate work with the roofing to ensure that the roof warranty is not impacted with the installation of the lightning protection system. Where the roofing membrane is penetrated to secure devices, retain the roofing contractor to repair such penetrations.

2.3 MATERIALS

A. Include details of the parts to be used in the design of the Lightning Protection System.