ATT_1_-_Bridger-Teton.SO_SpecsFinal.pdf

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

BRIDGER-TETON SUPERVISOR’S and

JACKSON RANGER DISTRICT OFFICE

1.1 SCOPE OF CONTRACT

A. This Project consists of constructing a new Supervisor’s and Ranger District Office. The work will include construction of utilities, parking lots, sidewalks, plaza, storm drainage structures, landscaping, signage, lighting, irrigation and site furniture. The new Supervisor’s Office is located on Forest Service owned property.

1. Demolition Work is shown in plans and noted in specifications and includes the following:

a. Pulverizing and stockpiling the existing asphalt road and parking areas. The material shall be reused as road base on the project.

b. Fencing of the contractor’s work area and isolation of the work site.

c. Removal of existing trees and vegetation and recycling and disposal of materials.

d. Removal of existing curbs, gutters, concrete flatwork; and recycling and disposal of materials.

e. Removal, capping and abandonment of exiting utilities, including water, sewer communications and electrical.

f. Removal and/ or relocation of existing utility poles (Contract shall coordinate with the appropriate utility provider.)

g. Rerouting live storm water culvert (Cache Creek) and capping and removal of the obsolete portion that runs through the site.

h. Abatement and disposal of asbestos containing materials in the existing Supervisor’s Office and Engineer’s Garage.

i. Removal and safe disposal of hazardous materials in the existing Supervisor’s Office and

“Log Cabin” VIS Office, and Engineer’s Garage including: mercury containing items, CFC containment, and any other items noted in plans.

j. Demolition, recycling, salvage and disposal of the “Log Cabin” VIS facility as shown on the plans.

k. Demolition, recycling, salvage and disposal of the two story, wood framed, Supervisor’s Office.

l. Demolition, recycling and salvage of the Engineer’s Garage.

2. The Jackson Ranger District Office and other facilities at the east of the Forest Service site District Office shall remain in place and operation during construction. Access to these areas must be maintained during construction.

3. New Construction work is shown in the plans and noted in the specifications and includes the following:

a. Coordination, documentation, supervision and assistance to meet the requirements to meet two Green Globes as defined by the Green Building Initiative and as shown in the contract documents.

b. Personnel, documentation and assistance to implement Whole Building Commissioning process for the project.

c. Disposal, recycling and salvage operations.

d. Erosion and sedimentation control.

e. Site grading, fill and material disposal as shown in the drawings and specs and noted in the

Geotechnical Report.

f. All staging, earthwork, trenching and site prep shall be in accordance with drawings, specifications and the Geotechnical Report.

g. Fencing of the contractor’s work area and isolation of the work site.

h. Trenching, bedding and installation of new site utilities including, impact fees, connections, water, sewer, storm water, natural gas services for a new building. Include

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AG-02NV-S-15-0024 Bridger-Teton SO/District Ranger Building Construction Project Attachment 1 water lines/laterals, fire hydrant, water meter, curb valve and boxes, concrete manhole, and modifications to the existing system.

i. Installation of deep wells for ground source heating systems for the facility as shown in the documents.

j. Construction of an on-site detention basin, with outlet control structure.

k. Engineering and construction work to provide soil improvement/rock columns for the site in accordance with the specifications. Provide vibro-displacement stone columns installed by dry, bottom feed methods using hollow mandrel using high frequency impact hammers.

Excavate and provide structural fill, drainage and geotextiles to improve slabs and bearing areas.

l. Installation of concrete flatwork, decorative elements, sidewalks, dumpster pads, and curbs.

m. Construction of new asphalt parking lots, reuse of pulverized site material, access to Cache

Street, with site lighting, striping and signage as shown in the drawings and noted in the specifications.

n. Construction of aggregate surfaced access road in the Mercil Street extension.

o. Installation of irrigation systems, seeding, plantings, mulch, weed control, trees, curbing, landscape boulders, retaining walls and other landscaping items shown in the plans and noted in the specifications.

p. Installation of exterior flagpoles, kiosks, signage, site identification sign, picnic tables, and bike racks.

q. Trenching bedding and installation of electrical and communications service, transformers, temporary power, impact fees, and site lighting.

r. Construction of a two story, 19,000 SF, wood framed Supervisor’s and Ranger District Office for the Bridger-Teton National Forest. Work for the building will include, but is not limited to: concrete footings and foundations, excavation of poor soils, geotextiles and structural fill, concrete slabs, wood framed walls, floors and roof joists, insulation, drainage structures, wood stairs, pipe railing, reclaimed wood siding, weathering steel siding glulam framing members, structural steel columns, beams and connections, wood decking, gyp-crete floor topping, elevator and controls, fire sprinkler system, drywall, painting, ceramic tile, resilient flooring and accessories, acoustical isolation, fire stopping, carpet, acoustical dropped ceilings, wood dropped ceilings, wood casework, solid surfaces and plastic laminate, and finish carpentry, cabinetry, aluminum clad wood windows, mini-blinds, light shelves, shade structures, hollow metal and wood doors, door hardware, painting staining and transparent finishes, showers, faucets, drinking fountains, toilets, urinals, sinks, appliances, fan coil units, variant refrigerant flow heating and cooling systems, heat pumps, HVAC controls, ductwork, dampers, louvers, fans, pumps, valves, piping, sump pumps, electrical lines, occupancy detectors, outlets, lighting, communications, public address and white noise systems, projectors, and other items noted in the specifications and shown in the drawings.

s. Installation of a new culvert to reroute “Cache Creek”, a community storm sewer culvert as shown in the plans and described in the specifications.

1.2 PROJECT LOCATION

A. The project site is located within the city of Jackson Hole, Wyoming at 340 N Cache Street, Jackson, Wyoming on Forest Service Property. The site is located in Teton County, Wyoming.

1.3 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. The contractor shall have full use of the premises for construction operations, including the use of the Project site during the construction period. The Contractor’s use of the premises is limited only by the Government’s right to perform work or to retain other contractor’s on portions of the Project.

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2. Except as noted herein, the construction site for the new building will be closed to the public during construction. The Contractor will be responsible for fencing, signing and limiting public access. Access shall be maintained to the facilities at the east of the Forest Service property through construction except as approved by the Contracting Officer for the purpose of reconstructing the access roads and parking areas. At least one access road shall be maintained at all times.

3. The Contractor shall not disrupt existing utility service (water, power, telecom, sewer, etc.) to and within the compound without coordination and approval in writing from the Contracting Officer’s Representative. Provide 48 hours notice prior to disrupting utilities to the other occupied areas of the site.

4. Water is available at the site for construction purposes. The contractor is responsible for any temporary connection hardware.

5. Electricity is available at the site for construction purposes. The Contractor will be responsible for coordinating the installation of temporary power for the site and the cost for the service.

6. Telephone service is not available, and shall be the contractor’s responsibility.

7. Sewer lines are available to the contractor, if desired.

8. The Contractor shall provide temporary toilet facilities (porta-potties) at the site during all construction work. Toilet facilities shall be provided at a rate of one stool for every 10 workers assigned or working on site with a minimum of one required.

9. All construction equipment shall be pressure washed before entering the Site. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brushguard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.

10. The contractor shall inform and enforce an “Anti-Idling” policy for vehicles on the site that requires vehicles will not idle for more than 2 minutes on the site. The contractor shall inform subcontractors and deliveries of this policy.

11. Work hours allowed shall be Monday-Friday 7AM-7PM. The contractor may work weekends if needed, 8AM-7PM.

1.4 GENERAL SITE CONDITIONS AND WEATHER

1. The elevation of the site is approximately 6300 feet above sea level. The construction site experiences very cold temperatures with snow on the ground from October to April. Summer temperatures are moderate and rarely exceed 90 degrees.

2. In depth soil surveys have been performed and are available as an attachment to the specifications.

See Geotechnical Report, prepared by Nelson Engineering, Jackson, Wyoming, September 2014.

3. The contractor shall review the water table information included in the geotechnical study.

1.5 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the contractor and approved by the CO and Local Transportation Authority. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

B. Signing and barricades shall be adequate enough to protect Forest Service employees and public. The contractor shall take special care to adequately sign and protect areas of work and construction from persons using these areas.

1.6 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage work trailers on site. Overnight camping on site will not be allowed.

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B. Confine storage of materials and equipment as approved by the Contracting Officer. The Contractor is responsible for the security of all personal equipment and materials.

C. Contractor shall maintain access to the facilities for Forest Service contracting personnel.

D. No fuel storage is permitted on the site. Fuel trucks must be equipped with spill containment kits and portable berms that meet State and Federal regulations

1.7 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.8 ANTICIPATED START DATE

A. August 2015

1.9 CONTRACT TIME

A. 450 Calendar Days

1.10 INSPECTION OF WORKSITE

A. The contractor will acknowledge that they have taken the necessary steps to ascertain the nature and location of the work and have investigated and satisfied themselves as to the general and local conditions that can affect the work and it’s cost. Any failure of the contractor to take actions described in this paragraph will not relieve the Contractor from responsibility of properly estimating the difficulty and cost of successful performance of the work or for proceeding without additional expense to the Government.

1.11 COORDINATION:

A. Coordinate replacement of waterlines in Cache Street with the utility division for the Town of Jackson Wyoming, Public Works Department. (307)733-3079 and the Wyoming Division of Public Transportation (WYDOT).

1.12 SITE VISIT:

A. A site visit will be conducted on 7 May, 2015. For further information, contact Marge Schafer, Contracting Office at (208)557-5811, msschafer@fs.fed.us.

1.13 DRAWINGS:

A. The list of drawings includes the following:

1. G1: Cover Sheet

2. G2: Vicinity Map and Project Description, Project Location

3. C0: General Notes and Legend

4. C1: Existing Site Layout

5. C2: Demolition Plan

6. C3: Site Layout Plan

7. C4: Site Layout

8. C5: Site Utilities Layout

9. C6: Site Grading- Phase I

10. L1: Site- Landscape Plan

11. L2: Plaza Layout

12. D1: Thrust Blocks, Curb Valves, Water Meter, and Utility Box Details

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13. D2: Curb & Gutter, Sidewalk, Concrete Sections, and Accessible Ramp Details

14. D3: Typical Road Cross Sections and Parking Stall Details

15. D4: Typical Trench and Utility Crossing and Sewer Cleanout Details

16. D5: Storm Water Retention Basin, CMP Culvert, and Outlet Control Details

17. D6: Sign list and Installation Details

18. D7: Planting Details and Site Furnishings

19. D8: Dry Stack Flagstone Retaining Wall, Berms, and Concrete Mow Strip Details

20. D9: Site ID Sign and 3- Panel Bulletin Board

21. D10: Concrete Dumpster Pad

22. D11: Sewer Manhole Details

23. G002: ADA/ABA Guideline Requirements

24. G101: Code Analysis

25. D101: Existing Supervisor’s Office Demolition Plans

26. A101: Foundation Plan and Special Exterior Flatwork

27. A102.1: First Floor Plan

28. A102.2: Second Floor Plan

29. A103.1: First Floor Framing Plan

30. A103.2: Second Floor Framing Plan

31. A104.1: First Floor Finish Plan

32. A104.2: Second Floor Finish Plan

33. A105.1: First Floor Reflected Ceiling Plan

34. A105.2: Second Floor Reflected Ceiling Plan

35. A109: Roof Plan

36. A201: Elevations

37. A202: Elevations

38. A301: Building Sections

39. A302: Building Sections

40. A303: Building Sections

41. A304: Building Sections

42. A305: Enlarged Building Sections

43. A306: Enlarged Building Sections

44. A307: Enlarged Building Sections

45. A308: Enlarged Building Sections

46. A401: Enlarged Plans and Interior Elevations

47. A402: Enlarged Plans and Interior Elevations

48. A403: Enlarged Plans and Interior Elevations

49. A404: Enlarged Plans and Interior Elevations

50. A405: Enlarged Plans and Interior Elevations

51. A501: Architectural Details

52. A502: Architectural Details

53. A503: Window and Siding Details

54. A504: Floor Transition and Insulation Details

55. A505: Door and Window Details

56. A506: Ceiling Details

57. A507: Cabinet Details

58. A508: Solar Shade Details

59. A509: Roof Details

60. A510: Roof Details

61. A511: Details

62. A601: Wall Types

63. A701: Door Elevations, Frame Types & Schedules

64. A702: Hardware Schedules and Details

65. A801: Window Elevations

66. A901: First Floor Finish Legend and Schedule

67. A902: Second Floor Finish Schedule and Legend

68. A903: Accessory and Signage Schedule

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69. A1001: Elevator Details

70. S001: Structural Notes

71. S002: Structural Notes and Schedules

72. S003: Schedules

73. S004: Schedules

74. S005: Schedules

75. S101: Footing and Foundation Plan

76. S102: Second Floor Framing Plan

77. S103: Roof Framing Plan

78. S201: Details

79. S202: Details

80. S203: Details

81. S204: Details

82. S205: Details

83. S206: Details

84. P001: Plumbing Schedules

85. P101: First Floor Plumbing Plan

86. P102: Second Floor Plumbing Plan

87. P401: Enlarged First Floor Plumbing Plan

88. P402: Enlarged First Floor Waste and Vent Plan

89. P403: Enlarged Second Floor Plumbing Plan

90. P404: Enlarged Second Floor Waste and Vent Plan

91. P501: Plumbing Details

92. P502: Plumbing Details

93. M001: Mechanical Schedules

94. M002: Mechanical Schedules

95. M101: First Floor Mechanical Plan

96. M102: Second Floor Mechanical Plan

97. M103: First Floor Mechanical Outside Air Ductwork Plan

98. M104: Second Floor Mechanical Outside Air Ductwork Plan

99. M105: First Floor Mechanical Piping Plan

100. M106: Second Floor Mechanical Piping Plan

101. M501: Mechanical Details

102. M502: Mechanical Details

103. M601: Mechanical Piping Diagram- First Floor

104. M602: Mechanical Piping Diagram- Second Floor

105. M603: Sequence of Operations

106. MS100: Geothermal Site Plan

107. MS501: Geothermal Details

108. MS502: Geothermal Details

109. E001: Electrical Legend, Notes, and Panel Schedules

110. E002: Service Block Diagram and Lighting Controls

111. E003: Lighting Controls, Continued and Main Conference Room Details

112. E101: 1st Floor Receptacle and Telecommunications Plan

112.A E101A: Telecommunications Major Pathways

113. E201: 2nd Floor Receptacle and Telecommunications Plan

114. E102: 1st Floor Lighting Plan

115. E202: 2nd Floor Lighting

116. E203: 2nd Floor Mechanical Power

117. E103: 1st Floor Mechanical Power

118. E203: 2nd Floor Mechanical Power

118.A. E104: Fire Floor Fire Alarm System and Legend 118.B. E204: 2nd Floor Fire Alarm System.

119.A. E105: 2nd Floor Intercom System and Legend 119.B. E205: 2nd Floor Intercom System and One Line

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120. E004: Electrical Demolition.

121. E005: Lighting Exterior.

1.14 SPECIFICATIONS

A. The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to, or are included in payment for other pay items in this contract. These items are considered incidental and no additional compensation will be made.

Section 000501 - Office Building Section 010250 - Construction Staking Section 011250 - Measurement And Payment With Asphalt Section 011900 - Mobilization Section 012500 - Utility Company Coordination Section 013100 - Project Management And Coordination Section 013300 - Submittal Procedures Section 014130 - Contractor’s Quality Control Section 015000 - Temporary Facilities And Controls Section 017419 - Construction Waste Management And Disposal Section 017700 - Closeout Procedures Section 018113 - Sustainable Design Requirements - Green Globes Section 019113 - General Commissioning Requirements Section 023610 - Termite Control- Section 023701 - Sediment And Erosion Control Measures Section 024100 - Waste Material Disposal Section 024116 - Structure Demolition Section 024117 - Hazardous Waste Disposal Section 024134 - Lead Waste Practices And Disposal Section 024230 - Asbestos Abatement Section 033000 - Cast-In-Place Concrete Section 033545 - Concrete Sidewalks And Curb & Gutters Section 035400 - Gypsum Cement Underlayment Section 047000 - Manufactured Masonry For Sign Bases Section 051200 - Structural Steel Framing Section 055000 - Metal Fabrications Section 055213 - Pipe Railings Section 061000 - Rough Carpentry Section 061500 - Wood Decking Section 061600 - Sheathing Section 061753 - Shop-Fabricated Wood Trusses Section 061800 - Glued-Laminated Construction Section 062013 - Exterior Finish Carpentry Section 062023 - Interior Finish Carpentry Section 064116 - Plastic-Laminate-Faced Architectural Cabinets Section 064300 - Wood Stairs Section 071113 - Dampproofing Systems Section 072100 - Thermal Insulation Section 074113 - Formed Metal Roof Panels Section 074213 - Formed Metal Wall Panels Section 074646 - Fiber-Cement Soffit Section 075552 - Modified Bituminousmembrane Roofing Section 076200 - Sheet Metal Flashing And Trim Section 077253 - Snow Guards Section 078413 - Penetration Firestopping Section 079200 - Joint Sealants Section 079219 - Acoustical Joint Sealants Section 081113 - Hollow Metal Doors And Frames

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Section 081416 - Flush Wood Doors Section 082143 - Out-Swing Entry Doors Section 083113 - Access Doors And Frames Section 085200 - Aluminum Clad Wood Windows Section 087100 - Door Hardware Section 088000 - Glazing Section 088700 - Window Security Film Section 092116 - Gypsum Board Shaft Wall Assemblies Section 092900 - Gypsum Board Section 093000 - Tiling Section 095113 - Acoustical Panel Ceilings Section 096513 - Resilient Base And Accessories Section 096543 - Linoleum Flooring Section 096813 - Tile Carpeting Section 097700 - Special Wall Finishes Section 099114 - Exterior Powder Coatings Section 099123 - Interior Painting Section 099300 - Staining And Transparent Finishing Section 099600 - High-Performance Coatings Section 099735 - Dry-Erase Coating Section 101400 - Exterior Signs Section 101419 - Dimensional Letter Signage Section 101420 - Administrative Identification Sign – As (Hdpe) Section 101423 - Panel Signage Section 101425 - Panel Bulletin Board / Log Stanchion Section 102113 - Stainless-Steel Toilet Compartments Section 102116 - Shower Surrounds Section 102239 - Folding Panel Partitions Section 102800 - Toilet And Bath Accessories Section 105201 - Fire-Protection Specialties Section 107516 - Ground-Set Flagpoles Section 113100 - Residential Appliances Section 115213 - Projection Screens Section 122113 - Horizontal Louver Blinds Section 122600 - Interior Daylighting Devices Section 124813 - Entrance Floor Mats, Grilles, And Frames Section 129300 - Site Furnishings Section 142400 - Hydraulic Elevators Section 211313 - Fire Sprinkler System Section 220517 - Sleeves And Sleeve Seals For Plumbing Piping Section 220518 - Escutcheons For Plumbing Piping Section 220519 - Meters And Gages For Plumbing Piping Section 220523 - Ball Valves For Plumbing Piping Section 220524 - Check Valves For Plumbing Piping Section 220529 - Hangers And Supports For Plumbing Piping And Equipment Section 220553 - Identification For Plumbing Piping And Equipment Section 220719 - Plumbing Piping Insulation Section 221100 - Water Distribution Systems Section 221102 - Curb Valves And Boxes Section 221116 - Domestic Water Piping Section 221119 - Domestic Water Piping Specialties Section 221123 - Domestic Water Pumps Section 221300 - Onsite Wastewater Treatment Systems Section 221316 - Sanitary Waste And Vent Piping Section 221319 - Sanitary Waste Piping Specialties Section 223300 - Electric, Domestic-Water Heaters

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Section 224100 - Residential Plumbing Fixtures Section 224213 - Commercial Water Closets Section 224214 - Commercial Urinals Section 224216 - Commercial Lavatories Section 224217 - Commercial Sinks Section 224716 - Pressure Water Coolers Section 230513 - Common Motor Requirements For Hvac Equipment Section 230517 - Sleeves And Sleeve Seals For Hvac Piping Section 230519 - Meters And Gages For Hvac Piping Section 230523 - General-Duty Valves For Hvac Piping Section 230529 - Hangers And Supports For Hvac Piping And Equipment Section 230548 - Vibration And Seismic Controls For Hvac Section 230553 - Identification For Hvac Piping And Equipment Section 230593 - Testing, Adjusting, And Balancing For Hvac Section 230713 - Duct Insulation Section 230716 - Hvac Equipment Insulation Section 230719 - Hvac Piping Insulation Section 230800 - Commissioning Of Hvac Section 232113 - Ground-Loop Heat Exchanger (Glhe) Section 232114 - Ground-Loop Heat Exchanger Earthwork Section 232116 - Hydronic Piping Specialties Section 232123 - Hydronic Pumps Section 232300 - Refrigerant Piping Section 232500 - Hvac Water Treatment Section 233113 - Metal Ducts Section 233300 - Air Duct Accessories Section 233416 - Centrifugal Hvac Fans Section 233713 - Air Diffusers Section 233714 - Air Diffusers Section 233714 - Air Registers And Grilles Section 236200 - Packaged Compressor And Condenser Units Section 238126 - Split-System Air-Conditioners Section 238219 - Refrigerant Fan Coil Units Section 260500 - Common Work Results For Electrical Section 260519 - Low-Voltage Electrical Power Conductors And Cables Section 260523 - Control-Voltage Electrical Power Cables Section 260526 - Grounding And Bonding For Electrical Systems Section 260533 - Raceways And Boxes For Electrical Systems Section 260553 - Identification For Electrical Systems Section 260923 - Lighting Control Devices Section 262713 - Electricity Metering Section 262726 - Wiring Devices Section 262816 - Enclosed Switches Section 263323 - Central Battery Equipment Section 264313 - Surge Protection For Low-Voltage Electrical Power Circuits Section 265100 - Interior Lighting Section 270500 - Common Work Results For Communications Section 270526 - Grounding And Bonding For Communications Systems Section 270528 - Pathways For Communications Systems Section 270536 - Cable Trays For Communications Systems Section 271100 - Communications Equipment Room Fittings Section 271200 - Communications Copper Network Cabling Section 271300 - Communications Fiber-Optic Backbone Cabling Section 275116 - Public Address Systems Section 281300 - Access Control System Section 283111 - Digital, Addressable Fire-Alarm System

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Section 310521 - Geogrid Soil Reinforcement Section 311000 - Clearing And Grubbing Section 312000 - Earthwork Section 312010 - Select Borrow Section 312100 - Project Site Preparation And Grading Section 312225 - Excavation & Embankment Section 316613 - Ground Improvement Section 321200 - Hot-Mix Asphalt Paving Section 321204 - Crushed Aggregate Base Or Surface Course Section 322622 - Precast Concrete Curb Stops Section 322640 - Pavement Marking Section 322705 - Pavement Sawing Section 322706 - Asphalt Pavement Pulverizing Section 328000 - Irrigation System Section 329206 - Seeding Section 329220 - Drainage Structure Section 329310 - Exterior Plants, Landscape Boulders And Topsoil Section 329400 - Landscape Stone, Wood Mulch, Weed Barrier & Landscape Edging Section 332228 - Culvert Pipe And Pipe Arches

END OF SECTION C

MARCH 2015

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USDA FOREST SERVICE, R-4

BRIDGER-TETON SUPERVISOR’S and JACKSON RANGER DISTRICT OFFICE

SECTION 000501 - OFFICE BUILDING

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the construction of the Bridger Teton Supervisor’s and Jackson Ranger District Office Building.

B. This work includes the construction of an office building that meets the standards of a minimum level of 2 Green Globes of the Green Building Initiative. The work will include additional requirements to comply with the Green Building Initiative certification requirements. Requirements will apply to the building site area designated on the site plan.

1.2 REFERENCE SPECIFICATIONS

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

2012 International Building Code 2012 International Plumbing Code 2012 International Mechanical Code 2012 International Fuel Gas Code 2012 International Energy Conservation Code 2012 International Urban-Wildlife Interface Code 2011 National Electrical Code 2013 National Fire Protection Association Standards 13R and 13D.

2004 Americans with Disabilities Act/Architectural Barriers Act Guidelines (ADA/ABAG) (http://www.access-board.gov/adaag/html/adaag.htm)

1.3 MEASUREMENT AND PAYMENT

A. Office Building - Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for the Office Building constructed and completed ready for use. Measurement shall include all work items within 5 feet of the roof line (including utilities within those limits). Payment shall include the entrance concrete landings shown on floor plans and entrance roofs. Payment shall also include perimeter drainage rock. Payment shall include the full mechanical system outside the 5 feet exclusive of the geothermal wells and service feed. Payment for this item shall also include Commissioning of all Heating Ventilating and Cooling systems, Plumbing Systems, Electrical Systems, and all Green Globes Certification requirements associated with the building.

B. LSQ measurement for the building does not include landscaping (plants, irrigation, cobble, boulders and mulch), impact or city connection fees, or other utility connections.

C. A schedule of values for the building shall be submitted to the Contracting Officer within 14 days of award. The schedule of values shall be a breakdown of the building costs by specification items applicable to the building. It shall include a line item for the tasks associated with completing the Green Globes requirements of the project. The schedule of values will be the basis for progress payments on the building throughout the project.

1.4 RELATED WORK

A. The work shall be in accordance with the contract documents.

B. The work shall be in accordance with the following specifications. The subsidiary specifications are referred to in the text by the Section designation only.

PART 2 - PRODUCTS - Not Applicable

OFFICE BUILDING 000501-1

http://www.access-board.gov/adaag/html/adaag.htm

PART 3 - EXECUTION

3.1 GENERAL

A. Work shall be completed in accordance with the contract drawings and specifications.

B. APPLICABLE SPECIFICATION SECTIONS:

Section 000501 - Office Building Section 010250 - Construction Staking Section 011250 - Measurement And Payment With Asphalt Section 012500 - Utility Company Coordination Section 013100 - Project Management And Coordination Section 013300 - Submittal Procedures Section 014130 - Contractor’s Quality Control Section 015000 - Temporary Facilities And Controls Section 017419 - Construction Waste Management And Disposal Section 017700 - Closeout Procedures Section 018113 - Sustainable Design Requirements - Green Globes Section 019113 - General Commissioning Requirements

Section 023610 - Termite Control

Section 033000 - Cast-In-Place Concrete Section 035400 - Gypsum Cement Underlayment

Section 051200 - Structural Steel Framing Section 055000 - Metal Fabrications Section 055213 - Pipe Railings

Section 061000 - Rough Carpentry Section 061500 - Wood Decking Section 061600 - Sheathing Section 061753 - Shop-Fabricated Wood Trusses Section 061800 - Glued-Laminated Construction Section 062013 - Exterior Finish Carpentry Section 062023 - Interior Finish Carpentry Section 064116 - Plastic-Laminate-Faced Architectural Cabinets Section 064300 - Wood Stairs

Section 071113 - Dampproofing Systems Section 072100 – Thermal Insulation Section 074113 - Formed Metal Roof Panels Section 074213 - Formed Metal Wall Panels Section 074646 - Fiber-Cement Soffits Section 075552 - Modified Bituminous Membrane Roofing Section 076200 - Sheet Metal Flashing And Trim Section 077253 - Snow Guards Section 078413 - Penetration Firestopping Section 079200 - Joint Sealants Section 079219 - Acoustical Joint Sealants

Section 081113 - Hollow Metal Doors And Frames Section 081416 - Flush Wood Doors Section 082143 - Out-Swing Entry Doors Section 083113 - Access Doors And Frames Section 085200 - Aluminum Clad Wood Windows

OFFICE BUILDING 000501-2

Section 087100 - Door Hardware Section 088000 - Glazing Section 088700 – Window Security Film

Section 092116 - Gypsum Board Shaft Wall Assemblies Section 092900 - Gypsum Board Section 093000 - Tiling Section 095113 - Acoustical Panel Ceilings Section 096513 - Resilient Base And Accessories Section 096543 - Linoleum Flooring Section 096813 - Tile Carpeting Section 097700 - Special Wall Finishes Section 099114 - Exterior Powder Coatings Section 099123 - Interior Painting Section 099300 - Staining And Transparent Finishing Section 099600 - High-Performance Coatings Section 099735 - Dry-Erase Coating

Section 101415 - Site Identification Sign And Base Section 101416 - Plaques Section 101419 - Dimensional Letter Signage Section 101423 - Panel Signage Section 102113 - Stainless-Steel Toilet Compartments Section 102116 - Shower Surrounds Section 102239 - Folding Panel Partitions Section 102800 - Toilet And Bath Accessories Section 105201 - Fire-Protection Specialties

Section 113100 - Residential Appliances Section 115213 - Projection Screens

Section 122113 - Horizontal Louver Blinds Section 122600 - Interior Daylighting Devices Section 124813 - Entrance Floor Mats, Grilles, And Frames

Section 142400 - Hydraulic Elevators

Section 211313 - Fire Sprinkler System

Section 220517 – Sleeves & Sleeve Seals for Plumbing Piping Section 220518 – Escutcheons for Plumbing Piping Section 220519 – Meters & Gages for Plumbing Piping Section 220523 – Ball Valves for Plumbing Piping Section 220524 – Check Valves for Plumbing Piping Section 220529 – Hangers & Supports for Plumbing Piping & Equipment Section 220553 – Identification for Plumbing Piping & Equipment Section 220719 – Plumbing Piping Insulation Section 221116 –Domestic Water Piping Section 221119 – Domestic Water Piping Specialties Section 221123 – Domestic Water Pumps Section 221316 – Sanitary Waste & Vent Piping Section 221319 – Sanitary Waste Piping Specialties Section 223300 – Electric Domestic Water Heaters Section 224100 – Plumbing Fixtures Section 224213 – Commercial Water Closets Section 224214 – Commercial Urinals

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Section 224216 – Commercial Lavatories Section 224217 – Commercial Sinks Section 224716 – Pressure Water Coolers

Section 230513 – Common Motor Requirements for HVAC Equipment Section 230517 – Sleeves & Sleeve Seals for HVAC Piping Section 230519 – Meters & Gages for HVAC Piping Section 230523 – General Duty Valves for HVAC Pipin Section 230529 – Hangers & Supports for HVAC Piping & Equipment Section 230548 – Vibration & Seismic Controls for HVAC Section 230553 – Identification for HVAC Piping & Equipment Section 230593 – Testing, Adjusting & Balancing for HVAC Section 230713 – Duct Insulation Section 230716 – HVAC Equipment Insulation Section 230719 – HVAC Piping Insulation Section 230800 – Commissioning of HVAC

Section 232116 – Hydronic Piping Specialties Section 232123 – Hydronic Pumps Section 232300 – Refrigerant Piping Section 232500 - HVAC Water Treatment Section 233113 – Metal Ducts Section 233300 – Air Duct Accessories Section 233416 – Centrifugal HVAC Fans Section 233713 – Air Diffusers Section233714 – Air Registers & Grilles Section 236200 – Heat Recovery System Section 238126 – Split System Air Conditioners Section 238219 – Refrigerant Fan Coil Units

Section 260500 - Common Work Results for Electrical Section 260519 - Low Voltage Electrical Power Conductors and Cables Section 260523 - Control Voltage Electrical Power Cables Section 260526 - Grounding And Bonding For Electrical Systems Section 260533 - Raceways And Boxes For Electrical Systems Section 260553 - Identification For Electrical Systems Section 260923 - Lighting Control Devices Section 262713 - Electricity Metering Section 262726 - Wiring Devices Section 262816 - Enclosed Switches and Circuit Breakers Section 263323 - Central Battery Equipment Section 264313 - Surge Protection For Low-Voltage Electrical Power Circuits Section 265100 - Interior Lighting

Section 270500 - Common Work Results For Communications Section 270526 - Grounding And Bonding For Communications Systems Section 270528 - Pathways For Communications Systems Section 270536 - Cable Trays For Communications Systems Section 271100 - Communications Equipment Room Fittings Section 271200 - Communications Copper Network Cabling Section 271300 – Communications Fiber-Optic Backbone Cabling Section 275116 - Public Address System

Section 281300 - Access Control System Section 283111 - Digital, Adressable Fire Alarm System

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Section 310521 - Geogrid Soil Reinforcement Section 311000 - Clearing and Grubbing Section 31200 - Earthwork Section 312010 - Select Borrow Section 312100 - Project Site Prep and Grading Section 312225 - Excavation & Embankment Section 321204 - Crushed Aggregate Base or Surface Course Section 329200 - Drainage Structure

3.2 OTHER APPLICABLE DOCUMENTS:

A. Green Globes Strategy

B. Geotechnical Report for Site, Nelson Engineers, Sept, 2014

C. Commissioning Plan, Systematics, April 2015

D. Geothermal Soils Report

END OF SECTION 000501

MARCH 2015

OFFICE BUILDING 000501-5

SECTION 010250 - CONSTRUCTION STAKING

PART 1 - GENERAL

1.1 SUMMARY

A. This work shall consist of the construction staking of roads, parking lots, sidewalks, culverts, buildings, and utilities in accordance with the Drawings and Specifications. The work includes the furnishing of all labor, equipment, instruments, materials, transportation and other incidentals necessary to complete the construction staking in accordance with these specifications and acceptable engineering practice.

1.2 QUALITY CONTROL

A. Construction staking shall be accomplished under the direction of a Civil Engineer, Engineering Technician, or Land Surveyor closely associated and familiar with construction staking; periodic visits to the project site are required.

1.3 MEASUREMENT AND PAYMENT

A. Measurement shall be lump sum for surveying and staking the project through all phases of construction.

PART 2 - PRODUCTS

2.1 GOVERNMENT-FURNISHED SURVEY CONTROL SHEETS

A. The Government will provide the contractor with a set of survey control sheets showing horizontal and vertical control for site to be staked. The Government will provide the Contractor with layout information on the drawings that will include:

1. Control Points - Northing, Easting, Existing Elevations.

2. Parking Areas - Northing, Easting, and Finish Elevations centerline and edge of roads, parking areas at: grade breaks, PC, PT, and intersections.

3. Buildings and Other Structures - Northing, Easting, and Finish Elevations for corners of buildings, other structures (septic tanks, fencing, etc).

4. Utility Lines - Northing, Easting, and Existing Ground Elevations for centerline of utilities (Water

Line, Sewer Line, Electrical Lines).

2.2 STAKES

A. Identification stakes and hubs shall be of sufficient length and width to provide and solid set in the ground and to provide space for marking above ground when applicable. Other dimensions and materials may be used, such as steel reinforcing bars, wire flagging and markers, and metal pins, if approved in writing by the Contracting Officer (CO). The top 2 inches of all slope, guard, reference, clearing, and structure stakes shall be painted or marked with plastic flagging. Colors used on stakes or for flagging shall be as follows:

1. Roads, parking lots, -Orange

2. Waterlines, utilities, and culverts -Blue

3. Buildings, excavation and grading -Yellow

2.3 SURVEY NOTE PAPER AND BOOKS

A. Paper for survey notes shall be moisture-resistant paper. Notes shall be contained in books with covers that will protect the contents and retain the pages in numerical sequence during field use. Field notebooks or note paper shall be furnished by the contractor.

PART 3 - EXECUTION

CONSTRUCTION STAKING 010250-1

3.1 GENERAL

A. The Contractor shall be required to provide all necessary staking and control for all phases of construction. The contractor shall use the data and information shown on the project drawings to establish the location of all facilities to be constructed under this contract. The Contractor may choose any method of establishing horizontal and vertical controls provided the following minimum precision and accuracy requirements are met.

B. Accuracy requirements:

1. Minimum position close; 1/1000

2. Vertical closure: 0.05 ft (vertical)/station (100 feet horizontal)

3. Cross section and slope stake precision:

C. Allowable deviation of cross section line projection from a true perpendicular to tangents, a true bisector of angle points, or a true radius of curves: +/-3 degrees.

D. Cross section topography measurements shall be taken so that variations in ground form a straight line connecting the cross section points will not exceed: 1.0 ft.

E. Horizontal and vertical accuracy for slope stake, slope stake references, and clearing limits. In feet or percentage of horizontal distance measured form centerline or reference stake, whichever is greater.

Slope reference stakes and slope stakes: 0.15 ft or 0.6%. Clearing limits: 1.0 ft.

3.2 ESTABLISHING AND REFERENCING IMPROVEMENT LOCATIONS

A. Access Roads, Parking Spurs, and Parking lots:

1. Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established. Slope stakes and slope stake references shall be located on a line at right angles to tangents and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles, typical road section templates, as shown on the drawings and the information provided with staking points.

2. Slope stakes shall be set at 50-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points. Slope stakes shall be set at 25 foot intervals around curves having a radius less than 100 feet.

B. Culverts

1. Slope stakes and slope reference stakes shall be set at all culvert locations. A culvert reference stake and hub shall be set on the centerline of the culvert 10 feet from each end or beyond the clearing limit, which ever is greater. The following shall be recorded on these stakes:

a. The actual field measured length

b. The vertical and horizontal distance from hubs to the invert at the ends of the culvert.

C. Waterline, Sewerline, & other Utilities

1. Waterline, Sewerline, & other Utilities shall be staked at the locations shown on the drawings with the specified minimum burial depth. Waterline and sewerline elevations shall be accurately staked to provide for drainage as indicated on the drawings. Grade stakes shall be established as necessary to provide the control for the construction work.

D. Buildings

1. Slope stakes and slope stake references shall be established at each corner and as necessary to provide adequate construction control.

3.3 DISCREPANCIES

A. The contractor shall compare the staked centerline horizontal and vertical alignment with the design data.

Differences between previously recorded and observed elevations of bench marks shall be referred to the Contracting Officer. Differences in centerline profile elevations exceeding 1 foot at any two or more

CONSTRUCTION STAKING 010250-2

consecutive points shall be reported to the contracting Officer for evaluation and possible revision.

Staking of these areas shall be deferred until the Contacting Officer resolves these differences.

3.4 VERTICAL CONTROL

A. Vertical control for construction shall be as referenced on the Drawings.

3.5 MARKING STAKES

A. All stakes shall be legibly marked, in the format agreed upon with the Contracting Officer, with a stake pencil that leaves an imprinted or with waterproof ink. Marking shall conform to the nomenclature below;

PI Point of Intersection of tangents PC Point of curvature POC Point on curve Pt Point of tangency POT Point on tangent RP Reference point P P-line (preliminary location line) L L-line (final location line) BM Bench mark TBM Temporary bench mark BT Begin taper (any) ET End taper (any) C Cut F Fill L Centerline D Ditch W Width

3.6 SURVEY NOTES

A. All survey data shall be neatly recorded in survey books. All survey notes shall become the property of the Forest Service. Errors shall be deleted by lining out. Date, crew names and positions, instrumentation, and weather shall be recorded in the notes at the beginning of each day’s work. The party chief shall sign or initial each page of the notes immediately after the last entry for each day’s work.

B. Electronically recorded survey notes shall be consecutively numbered and headed to identify the contents.

The notes shall be supported and accompanied by a bound book that records the project name and for each day identifies date, crew names and positions, instrumentation, weather, type of survey, stationing of sections between which survey was performed, and survey data or sketched that cannot be electronically recorded. The party chief shall sign or initial the electronically recorded notes and Day Book immediately after the last entry for each day’s work.

END OF SECTION 010250

MARCH 2015

CONSTRUCTION STAKING 010250-3

SECTION 011250 - MEASUREMENT AND PAYMENT WITH ASPHALT

PART 1 - GENERAL

1.1 SUMMARY

A. Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

B. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

1.2 DETERMINATION OF QUANTITIES

A. The following measurements and calculations shall be used to determine contract quantities for payment.

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified.

Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

4. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

6. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

7. For bituminous material, volumes will be measured at 60°F or will be corrected to the volume at 60°F by using ASTM D1250 for asphalts. Emulsified asphalt will be measured at 60°F, or measured by converting the gallonage at another temperature to gallonage at 60°F by means of the following formula:

Gallons at 60°F = Gallons at A°F 1+0.00025 (A°F - 60°F)

* A°F is the temperature of the material at the time the gallonage is measured.

a. For vehicular shipments, net certified scale weights or weights based on certified volumes will be used as a basis of measurement. Measurements will be adjusted when bituminous material has been lost from the vehicle or the distributor, has been wasted, or has otherwise not been incorporated into this work. Determining true weights of hauling vehicles shall be made by weighing the empty vehicles at least once a day at the times the CO directs. Each vehicle shall bear a plainly legible identification mark.

b. When bituminous materials are shipped, net certified weights, or volume corrected for loss of foaming, can be used for computing quantities.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-1

produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

1.3 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Acre: Make longitudinal and transverse measurements for area computations horizontally.

2. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

3. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

4. Cubic Yard (CY): A measurement computed by one of the following methods:

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery. Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

5. Each (EA): One complete unit, which may consist of one or more parts.

6. Gallons (GAL): The quantity shall be measured by any of the following methods:

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

7. Hour (HR): Measurement will be for the actual…