10847 Construct Head End Enclosure Spec and Dwgs.pdf

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10847

SPEC NO. ANZY030038

9 September 2005

GENERAL SPECIFICATION

FOR

CONSTRUCT CATV HEAD-END ENCLOSURE

ARNOLD ENGINEERING DEVELOPING CENTER

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

Approved for Public Release;

Distribution is unlimited.

ANZY030038 Index-1

INDEX

DIVISION 1 GENERAL REQUIREMENTS

01010 Summary Of Work 01060 Regulatory Requirements 01340 Shop Drawings, Product Data, and Samples

DIVISION 2 SITEWORK

02110 Site Clearing 02205 Soil Materials 02222 Excavation 02223 Backfilling 02324 Trenching 02936 Seeding

DIVISION 3 CONCRETE

03200 Concrete Reinforcement 03300 Cast-In-Place Concrete 03732 Concrete Repair

DIVISION 4 - 12 NOT USED

DIVISION 13 SPECIAL CONSTRUCTION

13046 Shelter and Booths 13100 Lightning Protection

DIVISION 14 - 15 NOT USED

DIVISION 16 ELECTRICAL

16060 Grounding and Bonding 16110 Raceways 16120 Wires and Cables 16121 Medium-Voltage Cable 16124 Wire Connection and Devices 16130 Boxes 16140 Wire Devices 16160 Cabinets and Enclosures 16190 Supporting Devices 16195 Electrical Identification 16261 Static Uninterruptible Power Supplies 16271 Pad-Mounted Transformers

ANZY030038 Index-2

16289 Transient Voltage Surge Suppressors 16430 Metering 16440 Disconnect Switches 16442 Panelboards 16450 Grounding 16475 Overcurrent Protective Devices 16710 Communications Circuits 16720 Alarm and Detection Systems

ANZY030038 01010-1

SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL

1.1 Provide all materials, equipment, and labor to prepare site and provide prefabricated concrete equipment shelter to house cable television head-end equipment with emergency generator. The new equipment shelter shall be prefabricated concrete, designed and fabricated offsite, and provided to prepared site complete. The Government’s existing modular emergency generator shall be relocated by the contractor at the same time of equipment shelter delivery. The cable television head-end equipment is not in the contract. The extent of the work is contained in the drawings and general specifications. The extent of the work is contained in the drawings and specifications. Major items of work include, but are not limited to, the following:

A. Clear site, grade, excavate, and structural backfill for new construction.

B. Install foundations for shelter, generator, and transformer as indicated on the drawings.

C. Acquire, deliver, off-load, and install a prefabricated concrete equipment shelter with components as shown on drawings.

D. Relocate modular generator and connect as shown on drawings.

E. Provide and install electrical and communications service and equipment as shown on drawings.

F. Upon completion of final grade, establish lawn area.

G. Complete all tasks necessary for work required by the specifications and

1.2 RECORD (AS-BUILT) DRAWINGS

A. RECORD (AS-BUILT) DRAWINGS. Furnish a CD-ROM in AutoCAD 2002 or later format accurately showing as-built conditions during the progress of the job. Show all changes, additions, and deviations from the original drawings. Provide an itemized list of all drawing changes listed by drawing number. If no changes occur, furnish certification to that effect. Submit to the Contracting Officer for approval prior to applying for final payment.

1.3 DEFINITIONS

A. Certain terms used in the contract documents are defined below. Definitions and explanations contained in this section are not complete, but are general

ANZY030038 01010-2

for the work to the extent that they are not stated more explicitly in another element of the contract documents.

1. Furnish. The term "furnish" means to supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations.

2. Install. The term "install" describes operations at the project site, including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimensions, finishing, curing, protecting, cleaning, and similar operations.

3. Provide. The term "provide" means "provide complete in place"; that is, "furnish and install.”

4. Indicated. Where "as indicated" or words of similar import are used, it shall be understood that the reference is made to the drawings accompanying this contract unless stated otherwise.

1.4 CODES AND STANDARDS

A. AEDC Safety Standard*:

1. A6 with Supplement User and Subcontractor Safety (Mandatory

Documents/Submittals), 2005.

2. B1 Master Work Permit, 2005.

3. B2 Lockout Tagout - LOTO, 2004.

4. E18 Managing Wastes Containing Chemical or

Petroleum Products, 2005.

* The Government representative will furnish a copy of this Safety Standard to the contractor upon request.

B. Air Force Federal Acquisition Regulation (AFFARS):

1. 5352.223-9000 Elimination of Use of Class I Ozone Depleting

Substances (ODS), April 2003.

C. Code of Federal Regulations (CFR):

1. 29 CFR 1926.1101 Asbestos, 2004.

2. 40 CFR 261 Identification and Listing of Hazardous Waste, 2004.

3. 40 CFR 370 EPA Hazardous Chemical Reporting and

Community Right to Know Requirement, 2004.

D. Tennessee Department of Transportation Standard Specifications for Road and Bridge Construction (SSRBC), 1995.

1. Website: www.tdot.state.tn.us/construction/specbook.htm.

1.5 JOB CONDITIONS

A. Plan and execute this project in a manner to minimize downtime. Furnish new components and devices, complete, with all necessary materials for

ANZY030038 01010-3

installation to meet this objective. Schedule all work in advance with the Government representative.

B. Place all sanitary waste from lunches in local area dumpsters.

1.6 ASBESTOS PRODUCTS

A. Do not use products or materials that contain asbestos on this project except as expressly authorized by the Contracting Officer. If no substitutes for asbestos products are available, and the Contracting Officer approves the use of asbestos products, highlight and detail their exact location on the drawings and identify their location in the field following 29 CFR 1926.1101 guidelines.

1.7 HAZARDOUS WASTE

A. Where hazardous waste (as identified in 40 CFR 261) is generated, follow the procedures in AEDC Safety Standard E18, Chemical and Petroleum Products Waste Management, for storing and turning in hazardous waste.

These procedures include the requirement to complete Forms GC-565 and GC-1337, which will be furnished by the Government representative.

1.8 DISALLOWED PRODUCTS

A. Do not use products or materials that contain lead, chromium, mercury, cadmium, silver, barium, selenium, beryllium, or arsenic on this project except as expressly authorized by the Contracting Officer. If no substitutes for products containing the listed materials are available, and the Contracting Officer approves the use of products containing the listed materials, highlight and detail their exact location on the drawings.

1.9 ELIMINATION OF ODS CHEMICALS

A. The use of Class I ozone depleting substances (ODS) is prohibited.

Reference text of AFFARS clause 5352.223-9000 (April 2003).

1.10 SAFETY REQUIREMENTS:

A. All work shall be accomplished in compliance with AEDC Safety Standards A6 with supplement, B1, and B2.

1.11. SECURITY REQUIREMENTS

A. Advise prospective bidders that failure to comply with established security rules and procedures while on the property of Arnold Air Force Base could result in disbarment from the base. Applicable security rules are contained in AEDC COI 31-201, Security-Traffic. The work is not being done in a secure, classified area.

ANZY030038 01010-4

1.12 HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL SAFETY DATA

A. The following procedures shall be followed to meet 40 CFR 370, EPA Hazardous Chemical Reporting and Community Right to Know Requirement.

1. Procedures:

a. The contractor shall furnish information on the hazardous materials brought to AEDC property prior to beginning on-site work.

Hazardous materials may include solvents, paints, adhesives, acids, or any other substance which could be included within the definitions in paragraph 2.

b. The information required is:

1) Company name, point of contact, and phone number.

2) Brief statement indicating how the hazardous material will be used within the scope of the contract.

3) List of all hazardous materials to be used (product name, manufacturer’s name, and address).

4) Amount of each material to be stored on site and where it will be stored.

5) Where the product Material Safety Data Sheets (MSDS) will be maintained.

c. All unused product is the responsibility of the contractor and shall be removed from AEDC property at the completion of the project.

d. The contractor shall coordinate with the Government representative and the Hazardous Waste Operations Group (454-3628) if any hazardous waste is to be generated.

2. Definitions

a. Hazard communication standard. A chemical right-to-know law under OSHA that requires chemical manufacturers and importers to assess the hazards of chemicals they make or import and to distribute this information to inform workers of the hazards associated with these chemicals. This written information is a Material Safety Data Sheet (MSDS).

b. Hazard classes. Hazardous materials that have been grouped into classes by the Department of Transportation (DOT). These classes include explosives, flammables, oxidizers and organic peroxides, compress gases, corrosives, and poisons.

c. Hazardous material. Any substance that may be harmful when used. Specific substances have been designated as hazardous under the Clean Water Act, the Resource and Conservation and Recovery Act, and the hazardous air pollutants under the Clean Air Act.

d. Hazardous waste. Any waste that may cause or significantly contribute to serious illness or death or that may pose a substantial threat to human health or the environment, if not properly managed.

Hazardous wastes may be solids, liquids, semi-solids, or compressed gases.

ANZY030038 01010-5

1.13 SUBSTITUTION OF TITLES

A. Substitute “Contracting Officer” for “Engineer” and “Government” for “Department” or “State” whenever those works are used in the Tennessee Department of Transportation Standard Specifications for Road and Bridge Construction (SSRBC), 1995 edition.

PART 2 PRODUCTS

2.1 MATERIALS

A. Provide materials complying with SSRBC.

PART 3 EXECUTION – SITE WORK

3.1 Provide temporary traffic control devices in accordance with SSRBC Section 712 before start of work. Do not begin work until traffic control devices are in place.

Provide pavement structures and appurtenances in accordance with the Tennessee Department of Transportation Standard Roadway and Structure Drawings.

3.2 Provide demolition in accordance with SSRBC Section 202.

3.3 Provide aggregate base course in accordance with SSRBC Section 303.

3.4 Provide concrete pavement in accordance with SSRBC Section 501.

3.5 Provide concrete structures in accordance with SSRBC Section 604.

3.6 Provide concrete sidewalks in accordance with SSRBC Section 701.

3.7 Mark pavements in accordance with SSRBC Section 716.

3.8 Place topsoil in accordance with SSRBC Section 203. Provide lawns and grasses in accordance with SSRBC Section 801.

3.9 Provide signs in accordance with SSRBC Section 713.

3.10 Remove temporary traffic control devices after completion of work.

3.11 Provide testing in accordance with SSRBC Section 903.21 and as indicated.

Provide at least one soil proctor test for each day's placement of fill materials.

Provide density tests for each day's placement of pavement including subgrade, subbase course, and base course. Provide compression tests for each day’s placement of concrete. Provide concrete slump tests at locations designated by the Government representative. Provide asphalt extraction test for each day’s

ANZY030038 01010-6

placement of hot-mix asphaltic concrete pavement. Provide core tests of bituminous pavement at locations designated by the Government representative.

3.12 Dispose of excavated at AEDC at a location determined by the Government representative. Dispose of demolished materials in the AEDC Construction Landfill located approximately three miles from the intersection of 6th Street and North Hap Arnold Drive. Excavated shoulder materials may be reused for construction of new shoulders. Stockpile shoulder materials at a location designated by the Government representative.

END OF SECTION

ANZY030038 01060-1

SECTION 01060

REGULATORY REQUIREMENTS

1.1 This section lists regulations, codes, and standards which specify procedural and administrative requirements imposed upon the work.

1.2 The contractor shall comply with provisions of the following documents to the extent referenced herein.

A. Government documents:

1. AEDC Safety Standards*:

a. A6 w/Supplement User and Subcontractor Safety, 2005.

b. B1 Master Work Permit, 2005.

c. B2 Lockout Tagout – LOTO, 2004.

d. E18 Managing Waste Containing Chemical and

Petroleum Products,2005.

* The Government representative will furnish a copy of these Safety Standards to the contractor upon request.

2. Air Force Federal Acquisition Regulations (AFFARS):

a. 5352.223-9000 Elimination of Use of Class I Ozone Depleting

Substances (ODS), April 2003.

3. Code of Federal Regulations (CFR):

a. 29 CFR 1926.1101 Asbestos, 2004.

b. 40 CFR Parts 9, NPDES – Regulations for Revision of the

Water 122,123, and 124 Pollution Control Program Addressing Storm Water Discharges, 2004.

c. 40 CFR 261 Identification and Listing of Hazardous Wastes, 2004.

d. 40 CFR 370 EPA Hazardous Chemical Reporting and Community Right to Know Requirement, 2004.

4. Tennessee Code Annotated (TCA):

a. 69-3-108 Tennessee Water Quality Control Act of 1977.

5. Tennessee Department of Environment and Conservation (TDEC):

a. Rule 1200-4-10 National Pollutant Discharge Elimination

System General Permits, 2000.

b. Rule 0080-6-14 Pest Control Operators, 1999.

6. Tennessee Department of Transportation Standard Specifications for Road and Bridge Construction (SSRBC), 1995.

ANZY030038 01060-2

B. Non-Government documents:

1. American Concrete Institute (ACI) Standards:

a. SP-66-04 ACI Detailing Manual.

b. 301-05 Specifications for Structural Concrete.

c. 305R-99 Hot Weather Concreting.

d. 306.1-02 Standard Specification for Cold Weather

Concreting.

e. 308.1-98 Standard Specification Curing Concrete.

f. 318/318R-05 Building Code Requirements for Structural

Concrete.

2. American Society for Civil Engineers (ASCE) Standard:

1. 7-02 Minimum Design Loads for Buildings and Other Structures.

3. American Society for Testing and Materials (ASTM) Standards:

a. A82-05 Steel Wire, Plain, for Concrete Reinforcement.

b. A185-05 Steel Welded Wire Reinforcement, Plain, for

c. A615-05 Deformed and Plain Billet-Steel Bars for

Concrete Reinforcement.

d. B1-01 Hard-Drawn Copper Wire.

e. B8-04 Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft.

f. C33-03 Concrete Aggregates.

g. C39-04 Compressive Strength of Cylindrical Concrete

Specimens.

h. C94-04 Ready-Mixed Concrete.

i. C109-05 Compressive Strength of Hydraulic Cement

Mortars (Using 2-in. Cube Specimen).

j. C143-05 Slump of Hydraulic-Cement Concrete.

k. C150-05 Portland Cement.

l. C172-04 Sampling Freshly Mixed Concrete.

m. C173-01 Air Content of Freshly Mixed Concrete by

Volumetric Method.

n. C260-01 Air-Entraining Admixtures for Concrete.

o. C330-04 Standard Specifications for Lightweight

Aggregates for Structural Concrete.

p. C348-02 Flexural Strength of Hydraulic Cement

Mortars.

q. C404-04 Aggregates for Masonry Grout.

r. C494-05 Chemical Admixtures for Concrete.

s. C496-04 Splitting Tensile Strength of Cylindrical

Concrete Specimens.

t. C618-05 Coal Fly Ash and Raw or Calcined Natural

Pozzolan for Use as a Mineral Admixture in

ANZY030038 01060-3

u. C666-03 Resistance of Concrete to Rapid Freezing and Thawing.

v. C882-99 Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant Shear.

w. D98-98 Calcium Chloride.

x. D698-00 Laboratory Compaction Characteristics of Soil

Using Standard Effort (12,400 ft-lbf/ft3.

y. D1556-00 Test Method for Density of Soil in Place by the

Sand-Cone Method.

z. D1557-02 Laboratory Compaction Characteristics of Soil

Using Modified Effort (56,000 ft-lbf/ft3).

4. International Code Council, Inc (ICC) Standard:

a. A117.1-03 Accessible and Usable Buildings and Facilities.

5. InterNational Electrical Testing Association (NETA) Standard:

a. Acceptance-03 Acceptance Testing Specifications for

Electrical Power Distribution Equipment and Systems.

6. Institute of Electrical and Electronic Engineers (IEEE) Standard:

a. C57.12.00-00 Liquid-Immersed Distribution, Power, and

Regulating Transformers.

b. C57.12.26-92 Pad-Mounted, Compartmental-Type, Self-

Cooled, Three-Phase Distribution Transformers for Use with Separable Insulated High-Voltage Connectors (34 500 Grd Y/19 920 V and Below; 2500 kVA and Smaller).

c. C57.12.28-99 Pad-Mounted Equipment Enclosure Integrity.

d. C57.12.90-99 Standard Test Code for Liquid-Immersed

Distribution, Power, and Regulating Transformers.

e. C57.94-00 Installation, Application, Operation, and Maintenance of Dry-Type General Purpose Distribution and Power Transformers.

f. C57.106-02 Guide for Acceptance and Maintenance of Insulating Oil in Equipment.

g. C62.11-99 Metal Oxide Surge Arresters for AC Power Circuites (>1kV).

h. C62.41-95 Recommended Practice on Surge Voltages in Low-Voltage AC Power Circuits.

i. C62.45-02 Recommended Practice on Surge Testing for Equipment Connected to Low-Voltage (1000 V and Less) AC Power Circuits.

j. 48-03 Standard Test Procedures and Requirements for Alternating-Current Cable Terminations 2.5 kV Through 765 kV.

ANZY030038 01060-4

k. 81-83 Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Ground System

l. 142-91 Recommended Practice for Grounding of Industrial and Commercial Power Systems.

m. 386-01 Separable Insulated Connector Systems for Power Distribution Systems Above 600 V.

n. 592-96 Exposed Semiconducting Shields on High- Voltage Cable Joints and Separable Insulated Connectors.

7. National Electrical Manufacturers Association (NEMA) Standards:

a. 250-03 Enclosures for Electrical Equipment (1000 Volt

Maximum).

b. AB 1-02 Molded-Case Circuit Breakers, Molded Case

Switches, and Circuit-Breaker Enclosures.

c. ICS 6-01 Industrial Control and Systems Enclosures.

d. LS 1-00 Low Voltage Surge Protection Devices.

e. PB 1-00 Panelboards.

f. PB 1.1-02 General Instructions for Proper Installation, Operation, and Maintenance of Panelboards Rated 600 Volts or Less.

g. WC 74-00 5-46 kV Shielded Power Cable for Use in the Transmission & Distribution of Electric Energy.

h. WD 1-99 General Color Requirements for Wiring Devices.

i. WD 6-02 Wiring Devices - Dimensional Specifications.

8. National Fire Protection Association (NFPA) Standards:

a. 70-05 National Electrical Code (NEC).

b. 70E-04 Electrical Safety in the Workplace.

c. 72-02 National Fire Alarm Code

d. 90A-02 Installation of Air-Conditioning and Ventilating

e. 101-03 Life Safety Code.

f. 780-04 Standard for the Installation of Lightning

Protection Systems.

9. Telecommunications Industry Association/Electronic Industries Alliance

(TIA/EIA) Standards:

a. 568-B.2-01 Commercial Building Telecommunications

Cabling Standard.

b. 568-B.3-00 Optical Fiber Cabling Components Standard.

c. 569-B-04 Commercial Building Standard for

Telecommunications Pathways, and Spaces.

d. 606-A-02 Telecommunications Infrastructure.

10. Underwriters Laboratories, Inc. (UL) Standards:

a. 1-05 Flexible Metal Conduit.

b. 6-04 Rigid Metal Conduit.

ANZY030038 01060-5

c. 50-03 Enclosures for Electrical Equipment.

d. 96-05 Lightning Protection Components.

e. 98-04 Enclosed and Dead-Front Switches.

f. 198E-88 Class R Fuses.

g. 360-03 Liquid-Tight Flexible Steel Conduit.

h. 489-04 Molded-Case Circuit Breakers, Molded-Case

Switches, and Circuit-Breaker Enclosures.

i. 498-04 Attachment Plugs and Receptacles.

j. 514A-04 Metallic Outlet Boxes.

k. 514B-04 Fittings for Cable and Conduit.

l. 752-00 Bullet-Resisting Equipment

m. 797-04 Electrical Metallic Tubing.

n. 1449-05 Transient Voltage Surge Suppressors Second

Edition.

o. 1481-99 Power Supplies for Fire-Protective Signaling

p. 1581-03 Electrical Wires, Cables, and Flexible Cords.

C. Drawings:

1. TYT32468 Construct CATV Head-End Enclosure.

13 sheets

ANZY030038 01340-1

SECTION 01340

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

1.1 DESCRIPTION OF REQUIREMENTS. This section specifies procedural requirements for non-administrative submittals, including shop drawings, product data, samples, and other miscellaneous work-related submittals. These submittals are required to amplify, expand, and coordinate other information contained in the contract. Non-work-related submittals are addressed elsewhere in the contract rather than in the specification and may include items such as:

contract progress schedule, permits, payment applications, performance and payment bonds, insurance certificates, and progress reports.

A. Shop drawings. These are technical drawings and data specially prepared for this project including fabrication and installation drawings, setting and seaming diagrams, and coordination drawings (for use on-site).

B. Product data. This data includes standard printed information on manufactured products that has not been specially prepared for this project, including manufacturers' product specifications and installation instructions, standard color charts, catalog cuts, standard wiring diagrams, and standard product operating and maintenance manuals.

C. Samples. These are physical examples of work, including swatches showing color, texture, and pattern; color-range sets; and units of work to be used for independent inspection and testing.

D. Miscellaneous submittals. These are work-related, non-administrative submittals that do not fit in the three previous categories, including the following:

1. Maintenance agreements.

2. Survey data and reports.

3. Project photographs.

4. Record drawings (as-built drawings).

5. Field measurement data.

6. Operating and maintenance manuals.

7. Keys and other security protection devices.

8. Maintenance tools and spare parts.

9. Overrun or maintenance stock.

10. Qualification certificates.

1.2 SUBMITTAL PROCEDURES

A. Coordination. Coordinate the preparation and processing of submittals with the performance of the work. Coordinate each submittal with other

ANZY030038 01340-2

submittals and related activities, such as testing, purchasing, fabricating, and delivering, that require sequential activity.

B. Listing. At the end of this section is a summarized listing of the submittals required for the work. The listing is included for the convenience of users of the contract documents.

C. Transmittal timing. Prepare and transmit each submittal to the Contracting

Officer sufficiently in advance of the scheduled performance of related work and other applicable activities. Transmit different kinds of submittals for the same unit of work so that processing will not be delayed by the Government's need to review submittals concurrently for coordination.

D. Review time. Allow sufficient time so that contract performance will not be delayed as a result of the time required to properly process submittals, including time for re-submittals, if necessary. Allow 10 working days for initial Government processing of each submittal. No extension of time will be authorized because of the contractor's failure to transmit submittals to the Government sufficiently in advance of the work.

E. "Approval" submittals. Submittals requiring approval by the Contracting

Officer are so designated in the applicable sections and the submittal list at the end of this section. When brand names or equal are specified, any "equal" submitted will require approval. Any submittal requesting a deviation will require approval. Do not install any equipment or material requiring approval submittals until approvals are received from the Contracting Officer. The Government will status receipt or approval of all submittal requirements in the last two columns.

F. "Information only" submittals. Submittals not requiring the Contracting

Officer's approval are considered to be "information only" submittals.

1.3 SPECIFIC SUBMITTAL REQUIREMENTS. Submittal requirements for individual units of work are specified in the applicable specification section. Except as otherwise indicated in the individual sections, comply with the following requirements for each type of submittal.

A. Shop drawings. Information required on shop drawings includes dimensions, identification of specific products and materials which are included in the work, compliance with specified standards, and notations of coordination requirements with other work. Provide special notations of dimensions that have been established by field measurements. Highlight, encircle, or otherwise indicate deviations from the contract documents on the shop drawings. Furnish one reproducible and four copies.

ANZY030038 01340-3

B. Product data. General information required specifically as product data includes manufacturers' standard printed recommendations for application and use, compliance with recognized standards of trade associations and testing agencies, the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, and special coordination requirements for interfacing the material, product, or system with other work. Furnish four copies.

C. Samples. Submit samples for the Contracting Officer's visual review of general kind, color, pattern, and texture for a final check of the coordination of these characteristics with other related elements of the work and for quality control comparison of these characteristics between the final sample submittal and the actual work as it is delivered and installed.

D. Miscellaneous submittals. These submittals include the following:

1. Inspection and test reports. Furnish three copies of such reports.

2. Record drawings.

3. Operating and maintenance data. Furnish three bound copies of operating data and maintenance manuals.

4. Materials and tools. Refer to individual sections of the specification for required quantities of spare parts, extra and overrun stock, maintenance tools and devices, keys, and similar physical units to be submitted.

5. Certifications, reports, instructions, and lists. Furnish three copies of such submittals.

1.4 REQUIRED SUBMITTALS

No. Section

Reference Submittal Description App Info

1 01010 para 1.2A Record Drawings X 2 02110 para 1.3A Site-Clearing Plan X 3 02110 para 1.3B Storm Water Pollution Prevention/Erosion Control

Plan X

4 02110 para 1.3C Pest Control Certification X 5 03200 para 1.3A Shop Drawings X 6 03200 para 1.3B Manufacturer's Certificate X 7 03200 para 1.3C Mill Test Reports X 8 03300 para 1.5A Concrete Mix Design X 9 03300 para 1.5B Slump Test Reports X

10 03300 para .15C Compression Test Reports X 11 03732 para 1.3A Product Data X 12 03732 para 1.3B Manufacturer's Certificate X

Table I. Required submittal list - Continued

ANZY030038 01340-4

No. Section Reference

Submittal Description App Info

13 13100 para 1.5A Product Data X 14 13100 para 1.5B Test Reports X 15 13100 para 1.5C Project Record Documents X 16 16060 para 1.5A Test Reports X 17 16120 para 1.3A Product Data X 18 16121 para 1.3A Product Data X 19 16130 para 1.3A Manufacturer’s Descriptive Literature X 20 16160 para 1.2A Manufacturer’s Descriptive Literature X 21 16195 para 1.3A Product Data X 22 16261 para 1.3A Shop Drawings X 23 16261 para 1.3B Product Data X 24 16261 para 1.3C Manufacturer’s Field Reports X 25 16261 para 1.3D Operation and Maintenance Data X 26 16271 para 1.3A Shop Drawings X 27 16271 para 1.3B Product Data X 28 16271 para 1.3C Test Reports X 29 16289 para 1.3A Manufacturer’s Descriptive Literature X 30 16430 para 1.3A Manufacturers’ Descriptive Literature X 31 16430 para 1.3B Equipment/Material List X 32 16440 para 1.3A Equipment/Material List X 33 16440 para 1.3B Manufacturer’s Descriptive Literature X 34 16442 para 1.4A Product Data X 35 16442 para 1.4B Manufacturer’s Descriptive Literature X 36 16475 para 1.3A Equipment/Materials Listing X 37 16475 para 1.3B Manufacturers’ Descriptive Literature X 38 16710 para 1.4A Product Data X 39 16710 para 1.4B Test Reports X 40 16710 para 1.4C As-Built Drawing X 41 16720 para 1.4A Shop Drawings X 42 16720 para 1.4B Manufacturers' Descriptive Literature X 43 16720 para 1.4C Sequence of Operation X 44 16720 para 1.4D Operation and Maintenance Manuals X 45 16720 para 1.4E Test Results X 46 16720 para 1.4F Approved Fire Alarm Submittals X

Table I. Required submittal list - Completed.

ANZY030038 02110-1

SECTION 02110

SITE CLEARING

1.1 SECTION INCLUDES

A. Clearing site of plant life and grass.

B. Removing trees and shrubs.

C. Removing root system of trees and shrubs.

D. Excavating and storing topsoil.

E. Applying pesticide (herbicide).

1.2 DEFINITIONS

A. Clearing: Clearing is defined as the felling, trimming, and cutting of trees into sections and the disposal of the trees and other vegetation designated for removal, including down timber, snags, brush, and rubbish occurring in the areas to be cleared.

B. Grubbing: Grubbing is defined as the removal and disposal of stumps, roots larger than three inches in diameter, and matted roots from the designated grubbing areas.

C. Herbicide spraying: Herbicide spraying is defined as the application of pesticides according to the manufacturers recommendations for the elimination or removal of targeted weeds or plant growth.

1.3 SUBMITTALS. Furnish the following submittals (four copies each):

A. Site clearing plan: Subdivided showing areas of clearing for orderly progression of clearing work with dates of commencement and completion for each area; including work elements and types of equipment.

B. Storm water pollution prevention/erosion control plan erosion control plan

(SWPP/EC).

C. Tennessee “WEC” (Weed Control - Right of Way and Industrial) Pest Control

Certification in compliance with TDEC Rule 0080-6-14.

ANZY030038 02110-2

1.4 REGULATORY REQUIREMENTS

A. Code of Federal Regulations (CFR):

1. 40 CFR Parts 9, NPDES – Regulations for Revision of the Water

122,123, and 124 Pollution Control Program Addressing Storm Water Discharges, 2002.

B. Tennessee Code Annotated (TCA):

1. 69-3-108 Tennessee Water Quality Control Act of 1977.

C. Tennessee Department of Environment and Conservation (TDEC):

1. Rule 1200-4-10 National Pollutant Discharge Elimination System General Permits, 2000.

2. Rule 0080-6-14 Pest Control Operators, 1999.

2.1 HERBICIDE: 2, 4-D Amine.

PART 3 EXECUTION

3.1 PREPARATION

A. Verify that existing items designated to remain, are tagged or identified.

B. Provide SWPP/EC plan complying with 40 CFR Parts 9,122,123 and 124;

TDEC Rule 1200-4-10 and TCA 96-3-108.

3.2 PROTECTION

A. Locate, identify, and protect utilities that remain, from damage.

B. Protect trees, plant growth, and features designated to remain, as final landscaping.

C. Protect benchmarks and existing structures from damage or displacement.

3.3 CLEARING

A. Provide storm water pollution prevention and erosion control complying with the SWPP/EC plan.

B. Clear areas required for access to site and execution of work.

C. Remove trees and shrubs indicated. Remove stumps and main root ball.

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D. Clear undergrowth and deadwood, without disturbing subsoil.

3.4 REMOVAL

A. Remove debris, rock, and extracted plant life from site.

3.5 TOPSOIL EXCAVATION

A. Excavate topsoil from areas to be further excavated, re-landscaped, or re-graded.

B. Do not remove excavated materials from the site without approval of the

Government representative. Stockpile in area designated on site to height not exceeding 8 feet. Protect from erosion. Coordinate with the Government representative for environmental testing of excavated materials. Remove excavated materials not being reused to the AEDC construction landfill only after approval by the Government representative.

C. Apply pesticides (herbicides) to entire gravel pavement area. Do not apply pesticides (herbicides) into or next to streams, creeks, or waterways (including seasonally dry stream beds).

ANZY030038 02205-1

SECTION 02205

SOIL MATERIALS

A. Subsoil materials.

B. Topsoil materials from existing site stockpile.

2.1 SOIL MATERIALS

A. Subsoil Type S: Imported materials, graded, free of lumps larger than 1 inch, rocks larger than 1 inch, and debris.

3.1 STOCKPILING

A. Stockpile materials on site designated by the Government representative.

B. Stockpile in sufficient quantities to meet project schedule and requirements.

C. Direct surface water away from stockpile site to prevent erosion or deterioration of materials.

3.2 STOCKPILE CLEANUP

A. Remove stockpile, leave area in a clean and neat condition. Grade site surface to prevent freestanding surface water.

ANZY030038 02222-1

SECTION 02222

EXCAVATION

A. Excavating for building foundations.

B. Excavating for slabs-on-grade and paving.

1.2 RELATED SECTION

A. Section 02223 – Backfilling.

1.3 FIELD MEASUREMENTS

A. The contractor is responsible for verifying all measurements in the field prior to construction.

PART 2 PRODUCTS – Not used.

3.1 PREPARATION

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

B. Identify known underground, above ground, and aerial utilities. Stake and flag locations.

C. Protect above and below grade utilities which are to remain.

D. Protect plant life, lawns, rock outcropping, and other features remaining as a portion of final landscaping.

E. Protect bench marks, existing structures, sidewalks, paving, and curbs from excavation equipment and vehicular traffic.

3.2 EXCAVATION

A. Underpin adjacent structures which may be damaged by excavation work, including utilities and pipe chases.

B. Excavate subsoil required to accommodate building foundations, slabs-on-grade paving, and construction operations.

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C. Grade top perimeter of excavation to prevent surface water from draining into excavation.

D. Remove lumped subsoil, boulders, and rocks.

E. Correct unauthorized excavation.

F. Correct areas over-excavated in accordance with Section 02223.

G. Remove excess materials to borrow area or to the AEDC construction landfill located 2 miles west of the Avenue E and Sixth Street intersection.

3.3 FIELD QUALITY CONTROL

A. Provide for visual inspection of bearing surfaces.

3.4 PROTECTION

A. Protect excavations by methods required to prevent cave-in or loose soil from falling into excavation.

B. Protect bottom of excavations and soil adjacent to and beneath foundations, from freezing.

ANZY030038 02223-1

SECTION 02223

BACKFILLING

A. Building perimeter backfilling to subgrade elevations.

B. Site filling and backfilling.

C. Filling under slabs-on-grade.

D. Filling under paving.

E. Consolidating and compacting as scheduled.

1.2 REFERENCES

A. American Society for Testing and Materials (ASTM) Standard:

1. D698-00 Laboratory Compaction Characteristics of Soil Using

Standard Effort (12,400 ft-lbf/ft3.

2. D1556-00 Test Method for Density of Soil in Place by the Sand-Cone

Method.

3. D1557-02 Laboratory Compaction Characteristics of Soil Using

Modified Effort (56,000 ft-lbf/ft3).

2.1 FILL MATERIALS

A. Fill type: Aggregate fill Type A2; Soil fill Type S.

3.1 EXAMINATION

A. Verify sub-drainage, damp-proofing, or water-proofing installation has been inspected.

3.2 PREPARATION

A. Compact subgrade to density requirements for subsequent backfill materials.

ANZY030038 02223-2

3.3 BACKFILLING

A. Backfill areas to contours and elevations with unfrozen materials.

B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen, or spongy subgrade surfaces.

C. Aggregate fill Type A2: Place and compact materials in continuous layers not exceeding 6 inches.

D. Soil fill Type S: Place and compact materials in continuous layers not exceeding 8 inches.

E. Employ a placement method that does not disturb or damage other work.

F. Maintain optimum moisture content of backfill materials to attain required compaction density. Do not backfill against unsupported foundation walls.

G. Backfill simultaneously on each side of unsupported foundation walls.

H. Slope grade away from building a minimum of 2 inches in 10 feet, unless noted otherwise.

I. Blend slope into level areas.

J. Remove surplus backfill materials from site.

K. Leave fill materials stockpile areas free of excess fill materials.

3.4 TOLERANCES

A. Top surface of backfilling under paved areas: Plus or minus 1 inch from required elevations.

B. Top surface of general backfilling: Plus or minus 1 inch from required elevations.

3.5 FIELD QUALITY CONTROL

A. Compaction testing shall be performed in accordance with ASTM D1556.

B. If tests indicate work does not meet specified requirements, remove work, replace, and retest.

C. Frequency of tests: Each 6-inch lift.

ANZY030038 02223-3

3.6 PROTECTION OF FINISHED WORK

A. Reshape and re-compact fills subjected to vehicular traffic.

3.7 SCHEDULE

A. Interior slab-on-grade:

1. Fill Type S, 8 inches thick, compacted to 95 percent, modified proctor density (ASTM D1557).

B. Exterior side of foundation walls: Drainage:

1. Fill Type S, each lift, compacted to 95 percent Standard proctor density

(ASTM D698).

C. Fill under grass areas:

1. Fill Type S, to 6 inches below finish grade, compacted to 95 percent, standard proctor density (ASTM D698).

ANZY030038 02324-1

SECTION 02324

TRENCHING

A. Excavating trenches for utilities.

B. Compacted bedding under fill over utilities.

1.2 FIELD MEASUREMENTS

A. Verify that survey benchmark and intended elevations for the work are as shown on drawings.

2.1 PLASTIC MARKING TAPE

A. Acid- and alkali-resistant polyethylene film, 6-inches wide with a minimum thickness of 0.004 inch and a minimum strength of 1,750 pounds per inch (psi) lengthwise and 1,500 psi crosswise; having integral wires or foil backing to enable detection by a metal detector when buried up to 3-feet deep and having continuous inscriptions describing the specific utility according to the following colors:

1. Electric: Red

2. Gas, oil, dangerous materials: Yellow

3. Telephone, telegraph, television, fire, and police communications: Orange

4. Water systems: Blue

5. Sewer systems: Green

A. Verify fill materials to be reused, are acceptable.

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

B. Maintain and protect existing utilities remaining, which pass through work area.

C. Protect plant life, lawns, and other features remaining as a portion of final landscaping.

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D. Protect bench marks, sidewalks, paving, and curbs from excavation equipment and vehicular traffic.

E. Protect above and below grade utilities which are to remain.

F. Cut out soft areas of subgrade not capable of in-situ compaction. Backfill and compact to density equal to or greater than requirements for subsequent backfill material.

3.3 EXCAVATION

A. Excavate subsoil required for sewer piping.

B. Cut trenches sufficiently wide to enable installation of utilities and allow inspection.

C. Excavation shall not interfere with normal 45 degree bearing splay of existing foundations.

D. Hand trim excavation.

E. Remove lumped subsoil, boulders, and rock (2 inches and larger).

F. Correct unauthorized excavation.

G. Correct areas over-excavated by error with approved bedding material.

H. Wherever trenches are cut across or along existing pavement, temporarily pave the backfill by placing crushed stone, chert, or gravel as the top 6 inches of backfill. Maintain this backfill until permanent pavement is restored.

3.4 BEDDING

A. Support pipe during placement and compaction of bedding fill.

3.5 BACKFILLING

A. Backfill trenches to contours and elevations with unfrozen materials.

B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen, or spongy subgrade surfaces.

C. Employ a placement method that does not disturb or damage foundation perimeter drainage, conduit duct in trench, and buried utilities.

ANZY030038 02324-3

D. Maintain optimum moisture content of backfill materials to attain required compaction density.

3.6 PROTECTION OF FINISHED WORK

A. Protect finished work.

B. Re-compact fills subjected to vehicular traffic.

ANZY030038 02936-1

SECTION 02936

SEEDING

A. Preparation of subsoil.

B. Placing topsoil.

C. Seeding, mulching and fertilizing.

1.2 QUALITY ASSURANCE

A. Furnish seed mixture in containers showing percentage of seed mix, year of production, net weight, date of packaging, and location of packaging.

1.3 DELIVERY, STORAGE, AND PROTECTION

A. Deliver grass seed mixture in sealed containers. Seed in damaged packaging is not acceptable.

B. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer.

2.1 SEED MIXTURE

A. Seed mixture:

1. Kentucky 31 Fescue: 70 percent; Crown Vetch: 25 percent; and English

Rye: 5 percent.

2.2 SOIL MATERIALS

A. Topsoil: From excavated topsoil stockpile. Fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site;

free of subsoil, clay or impurities, plants, weeds and roots; pH value of minimum 5.4, and maximum 7.0.

2.3 ACCESSORIES

A. Mulching material: Dry oat or wheat straw, free from weeds and foreign matter detrimental to plant life. Hay or chopped cornstalks are not acceptable.

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B. Fertilizer: Recommended for grass, with 50 percent of the elements derived from organic sources; of a proportion necessary to eliminate any deficiencies of topsoil in the following proportions: nitrogen 12 percent, phosphoric acid 4 percent, and soluble potash 8 percent.

A. Verify that prepared soil base is ready to receive the work of this section.

3.2 PREPARATION OF SUBSOIL

A. Prepare subsoil to eliminate uneven areas and low spots. Maintain lines, levels, profiles, and contours. Make gradual changes in grade. Blend slopes into level areas.

B. Remove foreign materials, weeds, and undesirable plants and their roots.

Remove contaminated subsoil.

C. Scarify subsoil to a depth of 3 inches where topsoil is to be placed. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has compacted sub-soil.

3.3 PLACING TOPSOIL

A. Spread topsoil to a minimum depth of 6 inches over area to be seeded. Rake until smooth.

B. Place topsoil during dry weather and on dry unfrozen subgrade.

C. Remove vegetable matter and foreign non-organic material from topsoil while spreading.

D. Grade topsoil to eliminate rough, low, or soft areas, and to ensure positive drainage.

3.4 FERTILIZING

A. Apply fertilizer in accordance with manufacturer's instructions.

B. Apply after smooth raking of topsoil and prior to roller compaction.

C. Do not apply fertilizer at the same time or with the same machine as will be used to apply seed.

ANZY030038 02936-3

D. Mix thoroughly into upper 2 inches of topsoil.

E. Lightly water to aid the dissipation of fertilizer.

3.5 SEEDING

A. Apply seed evenly in two intersecting directions. Rake in lightly.

B. Do not seed areas in excess of that which can be mulched on the same day.

C. Planting Season: April to September.

D. Do not sow immediately following rain, when ground is too dry, or during windy periods.

E. Roll seeded area with roller not exceeding 112 pounds.

F. Apply water with a fine spray immediately after each area has been mulched.

Saturate to 4 inches of soil.

ANZY030038 03200-1

SECTION 03200

CONCRETE REINFORCEMENT

A. Furnish and install all reinforcement and associated items required and/or indicated on the drawings for all cast-in-place concrete.

A. American Concrete Institute (ACI) Standards:

1. SP-66-04 ACI Detailing Manual.

2. 301-05 Structural Concrete.

3. 318/318R-05 Building Code Requirements for Structural Concrete.

B. American Society for Testing and Materials (ASTM) Standards:

1. A82-05 Steel Wire, Plain, for Concrete Reinforcement.

2. A615-05 Deformed and Plain Carbon Steel Bars for Concrete

Reinforcement.

1.3 SUBMITTALS

A. Shop drawings: Indicate bar sizes, spacing, locations, and quantities of reinforcing steel ad welded wire fabric, bending and cutting schedules, and supporting and spacing devices.

B. Manufacturers’ certificate: Certify products meet or exceed specified requirements.

C. Mill test reports: Certified copies of mill test report of reinforcement materials analysis.

1.4 QUALITY ASSURANCE

A. Comply with all pertinent and applicable recommendations contained in ACI 301, ACI SP-66, and ACI 318/381R except as otherwise indicated.

B. Where provisions of pertinent codes and standards conflict with this specification, the more stringent provisions shall govern.

C. Qualifications of workmen: Provide at least one person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the best methods for their installation and who shall direct all work performed under this section.

ANZY030038 03200-2

1.5 PRODUCT HANDLING

A. Protection:

1. Use all means necessary to protect concrete reinforcement before, during, and after installation and to protect the installed work and materials of all other trades.

2. Store in a manner to prevent excessive rusting and fouling with dirt, grease, and other bond-breaking coatings.

3. Use all necessary precautions to maintain identification after the bundles are broken.

B. Replacement: In the event of damage, immediately make all necessary repairs and replacements to the approval of the Government representative and at no additional cost to the Government.

2.1 CONCRETE REINFORCEMENT

A. All concrete reinforcement materials shall be new, free from rust, and complying with the following reference standards:

1. Bars for reinforcement shall be in accordance with ASTM A615, Grade 60.

2. Wire for reinforcement shall be in accordance with ASTM A82.

2.2 OTHER MATERIALS

A. All other materials, not specifically described but required for a complete and proper installation of concrete reinforcement, shall be as selected by the contractor subject to the approval of the Government representative.

3.1 SURFACE CONDITIONS

A. Inspection:

1. Prior to installation of the 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.

2. Verify that concrete reinforcement may be installed in strict accordance with all pertinent codes and regulations, the approved shop drawings, and the original design.

B. Discrepancies:

1. In the event of discrepancy, immediately notify the Government Representative.

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

ANZY030038 03200-3

3.2 BENDING

A. General:

1. Fabricate all reinforcement in strict accordance with the installation

2. Do not use bars with kinks or bends not shown on the drawings.

3. Do not bend or straighten steel in a manner that will injure the materials.

B. Design:

1. Bend all bars cold.

2. Make bends for stirrups and ties around a pin having a diameter not less than two times the minimum thickness of the bar.

3. Make bends for other bars, including hooks, around a pin having a diameter of less than six times the minimum thickness of the bar.

3.3 PLACING

A. Before the start of concrete placement, accurately place concrete reinforcement, positively securing, and supporting by concrete blocks, metal chairs or spacers, or by metal hangers. Position, support, and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers, and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces.

B. Clearance:

1. Preserve clear space between bars of not less than 1-1/2 times the normal diameter of round bars.

2. In no case let the clear distance be less than 1-1/2 inches nor less than 1- 1/3 times the maximum size of aggregate.

3. Provide the following minimum concrete covering of reinforcement:

a. Concrete below ground deposited against forms: 2 inches.

b. Concrete deposited against earth: 3 inches.

c. Concrete elsewhere: As indicated on the drawings or otherwise approved by the Government representative.

C. Splicing:

1. Horizontal bars:

a. Place bars in horizontal members with minimum laps at splices sufficient to develop the strength of the bars.

b. Bars may be wired together at laps except at points of support of the member, at which points preserve the clear space described above.

c. Wherever possible, stagger the splices of adjacent bars.

d. Splice 32 bar diameters minimum.

2. Other splices: Make only those other splices that are indicated on the shop drawings or specifically approved by the Government representative.

D. Dowels: Place all required steel dowels and securely anchor them into position before the concrete is placed.

ANZY030038 03200-4

E. Obstructions: In the event conduits, piping, inserts, sleeves, or any other items interfering with placing reinforcement as indicated on the drawings or as otherwise required, immediately consult the Government representative and obtain approval of new procedure before placing concrete.

3.4 CLEANING REINFORCEMENT

A. Steel reinforcement, at the time concrete is placed around it, shall be free from rust scale, loose mill scale, oil, paint, and all other coatings which will destroy or reduce bond between steel and concrete.

ANZY030038 03300-1

SECTION 03300

CAST- IN-PLACE CONCRETE

A. Cast-in-place concrete walls and slabs, indicated on the drawings.

A. American Concrete Institute (ACI) Standard:

1. 301-05 Specifications for Structural Concrete.

2. 305R-99 Hot Weather Concreting

3. 306.1-02 Specification for Cold Weather Concreting.

4. 308.1-98 Standard Specification for Curing Concrete.

5. 318/318R-02 Building Code Requirements for Structural Concrete.

B. American Society for Testing and Materials (ASTM) Standard:

1. C33-03 Concrete Aggregates.

2. C39-04 Compressive Strength of Cylindrical Concrete Specimens.

3. C94-04 Ready-Mixed Concrete.

4. C143-05 Slump of Hydraulic-Cement Concrete.

5. C150-04 Portland…