Attachment_4_SPECIFICATIONS.DIXIE.100.4.23.2019.pdf

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-1

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

DIXIE NF SUPERVISOR’S and

CEDAR CITY 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 unreinforced concrete road and parking areas on site. The material may be reused as road base on the project. Concrete with rebar will not be used as fill

b. Reuse of existing fencing and new fencing (if needed) to secure the contractor’s work area and isolation of the work site. Demo portion of the fencing at work conclusion as shown on the plans.

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

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

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

f. Abatement and disposal of asbestos containing materials in the existing Oil and Gas House and WCF Maintenance Garage.

g. Removal and safe disposal of hazardous materials in the existing buildings including:

mercury containing items, CFC containment, and any other items noted in plans in the Sign Shop, Oil and Gas House and WCF Maintenance Garage.

h. Demolition, recycling, salvage and disposal of the “WCF Garage” facility as shown on the plans.

i. Demolition, recycling, salvage and disposal of the Sign Shop facility as shown on the plans.

j. Demolition, recycling and salvage of the Oil and Gas House Facility as shown on the plans.

2. The BLM has maintenance operations and other facilities at the east of the Forest Service site that shall remain in place and operational 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 for achieving 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. The contract package includes a commissioning plan and checklists

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: salvage and new (as needed) 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 and services for a new building. Include water

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lines/laterals, fire hydrants, water meter, curb valve and boxes, concrete vault, concrete manhole, and modifications to the existing systems.

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

j. Construction of an on-site detention basins, with outlet control structures.

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

l. Construction of new asphalt parking lots, reuse of pulverized site material, access to 100 E, with site lighting, striping and signage as shown in the drawings and noted in the specifications.

m. 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.

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

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

p. Construction of a 15,800 SF, wood framed Supervisor’s and Ranger District Office for the Dixie National Forest. Work for the building will include, but is not limited to: concrete footings and foundations, excavation of poor soils, structural fill, concrete slabs, wood framed walls, and roof joists, insulation, drainage structures, pipe composite siding, cast stone masonry siding glulam framing members, structural steel columns, beams and connections, wood decking, fire sprinkler system, drywall, painting, ceramic tile, resilient flooring and accessories, fire stopping, carpet, acoustical dropped ceilings, wood casework, solid surface counters, plastic laminate, and finish carpentry, cabinetry, aluminum clad wood windows, roller shades, light shelves, shade structures, hollow metal and wood doors, door hardware, painting, staining and transparent finishes, showers, faucets, drinking fountains, toilets, urinals, toilet partitions, 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.

1.2 PROJECT LOCATION

A. The project site is located within the city of Cedar City, UT at 820 N Main Street on Forest Service Property. The site is located in Iron County.

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.

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.

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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 GSH Engineering, SLC, UT, October 2018.

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.

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

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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. July/August 2019

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 installation with the utility division for the Town of Cedar City, Public Works Department.

716 N. Airport Rd., Cedar City, UT 84720 ,Phone: (435) 586-2912

1.12 SITE VISIT:

A. A site visit will be conducted on XXXXXXXXX. For further information, contact Charlotte Vanderbilt, Contracting Office at (801)908-1901, cvanderbilt@fs.fed.us.

1.13 MEASUREMENT AND PAYMENT/ DESCRIPTION OF BID ITEMS:

A. BASE BID A: See specification Section 001900, Mobilization for Bid Item description of mobilization and bonding.

B. BASE BID B: See specification Section 024117, Section 024230 and the drawings for a description of the Bid Item to remove and dispose of hazardous and asbestos materials for the existing structures.

C. BASE BID C: See specification Sections 024100, Section 024116 and the drawings D101 and D102 for a description of the Bid Item to demolish the facilities including the WCF Maintenance facility, 2 sheds, the Oil and Gas House, and Sign Shop. Include roofs, walls, interior build out, foundations, slabs, windows, doors, and other components to completely remove the facilities. Include salvage, removal and disposal, of the materials.

D. BASE BID D: See specifications and drawing C-01 for a description of the Bid Item for site demolition.

Include all site demolition including removal / pulverizing of pavements, sidewalks, concrete pads, retaining walls, landscaping, gates, fencing, storm drains and lines, hydrants, waterline, oil and water separator line, curb and gutter, and salvage of the antique grader.

E. BASE BID E: See specifications and civil drawing sheets for requirements for the Bid Item for earthwork including: sedimentation control, surveying, staking, clearing, grubbing, excavation, hauling, fill, grading, compaction, testing, etc.

F. BASE BID F: See specifications and civil drawing sheets for the requirements for the Bid Item for civil utility installation: Include concrete vaults, thrust blocks, inlet boxes, manholes, water system (valves, piping, sanitary sewer system, fire hydrants and the storm sewer system.

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G. BASE BID G: See specification Section 012500: Utility Company Coordination for line item description of connection fees and work for utility connection. Utility connections include water, sewer, storm drain and electrical. This item includes fees and hours only, materials costs are in other line items below.

H. BASE BID H: See specifications and Site electrical drawings sheets ES001 and ES002 for the description of the Bid Item electrical site work. Include all electrical site demolition and construction including exterior lighting, transformer, poles, vaults, radio tower, conductor, grounding, sensors, etc.

I. BASE BID I: See specifications and civil drawing sheets for the Bid Item for all asphaltic pavements, striping, concrete curb and gutter, vehicle approach, dumpster pad (trash enclosure), sidewalk, concrete pads, concrete retaining walls, signs, wheel stops. Do not include the work shown on the drawings for optional bid item 1, the east secured parking area.

J. BASE BID J: See specification Section 000501 and the drawings for the description for bidding and pricing the complete Office Building.

K. BASE BID K: See Specification Sections 232113, 23213.33 and 232113.34 and the geothermal drawings MS-01, MS-02 and MS-03 for a description of the bid item to construct geothermal wells, piping, earthwork and materials to provide complete geothermal well system 10’ beyond the building perimeter.

L. BASE BID ITEM L: Provide and Install a Forest Service Site ID sign as described Section 101420 and shown in the drawings.

1.14 OPTIONAL BID ITEMS:

A. OPTIONAL BID ITEM 1: See the specification and the Civil Engineering Drawings for the work for the Bid Item to construct the east Secured Government parking lot. Include all work shown in the dashed line on sheet C-02. Include all electrical work, conduit, site lighting as shown in te site lighting plans

B. OPTIONAL BID ITEM #2: Site furnishings: Provide and install the bulletin board, flag pole, 3 bicycle racks, and 4 wood picnic tables as described in spec sections 101425, 107516, and 129300 and shown in the drawings.

C. OPTIONAL BID ITEM #3: Landscaping: Provide and install irrigation system, Perimeter drainage structure, Plants, boulders, Planting media, drystack retaining walls, landscape stone, wood mulch, weed barrier and steel edging. Review Sections 328000, 329220, 329310 and 329400.

1.15 DRAWINGS:

A. The complete list of drawings includes the following:

1. G1: Cover Sheet

2. G2: Drawing Index

3. D101: Site Demolition Plan, Sign Shop Building/ Oil and Gas Building Demolition

4. D102: Maintenance Building Demolition

5. C-01: Existing Site Conditions & Demolition Plan

6. C-02: Site construction and Utility Plan

7. C-03 Site Grading Plan

8. CD-01: Detail Sheet 1

9. CD-02: Detail Sheet 2

10. CD-03: Detail Sheet 3

11. CD-04: Detail Sheet 4

12. CD-05: Detail Sheet 5

13. CD-06: Detail Sheet 6

14. L-01: Landscape Plan

15. L-02: Landscape Berm Layout Plan

16. IR-01: Irrigation Plan

17. IR-02: Irrigation Details

18. D-01: Site ID Sign, Dry Stack Retaining Wall, Berm Construction Details

19. D-02: Bulletin Board, Flag Pole, Bike Rack Details

20. D-03: Picnic Table, Edging, Planting Details

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21. G101: Code Analysis

22. GA101: Accessibility Standards

23. A101A: Footing and Foundation Plan A

24. A101B: Footing and Foundation Plan B

25. A102A: Office Floor Plan A

26. A102B: Office Floor Plan B

27. A103A: Framing Floor Plan A

28. A103B: Framing Floor Plan B

29. A104A: Finish Floor Plan A

30. A104B: Finish Floor Plan B

31. A105A: Reflected Ceiling Plan A

32. A105B: Reflected Ceiling Plan B

33. A106A: Roof Plan A

34. A106B: Roof Plan B

35. A201: Office Elevations

36. A202: Office Elevations

37. A301: Building Sections

38. A302: Building Sections

39. A303: Building Sections

40. A304: Building Sections

41. A305: Building Sections

42. A306: Building Sections

43. A401: Enlarged Floor Plans

44. A402: Enlarged Floor Plans

45. A403: Interior Elevations

46. A404: Interior Elevations

47. A405: Interior Elevations

48. A501: Architectural Details

49. A502: Architectural Details

50. A503: Roof Details

51. A504: Roof Details

52. A505: Floor and Ceiling Details

53. A506: Door and Window Details

54. A507: Millwork and Cabinet

55. A508: Millwork and Signage Details

56. A701: Wall Types

57. A801: Door/ Frame Schedules and Types

58. A802: Hardware Schedule

59. A803: Window Elevations

60. A901: Finish Schedule and Legend

61. A902: Accessory Schedule and Signage

62. S001: Structural Notes

63. S002: Structural Notes (Cont)

64. S003: Schedules

65. S004: Schedules

66. S005: Schedules

67. S006: Schedules

68. S101: Footing and Foundation Plan, Grid M to E

69. S102: Footing and Foundation Plan, Grid E to A

70. S103: Roof Framing Plan Grid M to E

71. S104: Roof Framing Plan Grid E to A

72. S105: Entrance Framing Plan

73. S201: Typical Details

74. S202: Typical Details

75. S203: Details

76. S204: Details

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77. S205: Details

78. S206: Details

79. S207: Details

80. MS-01: Geothermal Site Plan

81. MS-02: Geothermal Details

82. MS-03 Geothermal Details

83. MS-04: Geothermal Drilling Log

84. P001: Plumbing Legend, Schedules and Notes

85. P101: Plumbing Plan

86. P102: Waste and Vent Plan

87. P401: Enlarged Plumbing Plan

88. P402: Enlarged Waste and Vent Plan

89. P501: Plumbing Details

90. M001: Mechanical Legend, Schedules and Notes

91. M002: Mechanical Legend, Schedules and Notes

92. M101: Mechanical Plan

93. M102: Mechanical Refrigerant Piping Plan

94. M401: Enlarged Mechanical Plans

95. M501: Mechanical Details

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

97. E002: Service Block Diagram and Lighting Controls

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

99. E101: Receptacle Floor Plan

100. E201: Telecommunications Floor Plan

101. E301 : Lighting Floor Plan

102. E401: Mechanical Power

103. E501: Security and Intercom Systems

104. ES001 Electrical Exterior Demolition

105. ES101 Electrical Exterior Site Plan

1.16 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 018109 - Testing For Indoor Air Quality Section 018113.53 - Sustainable Design Requirements - Green Globes Section 019113 - General Commissioning Requirements Section 023701 - Sediment And Erosion Control Measures Section 024100 - Waste Material Disposal Section 024116 - Structure Demolition Section 024117 - Hazardous Waste Disposal Section 024230 - Asbestos Abatement Section 033000 - Cast-In-Place Concrete Section 033510 - Polished Concrete Finishing

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Section 033545 - Concrete Sidewalks And Curb & Gutters Section 047200 - Cast Stone Masonry Section 051200 - Structural Steel Framing Section 055000 - Metal Fabrications Section 061000 - Rough Carpentry Section 061500 - Wood Tongue And Groove 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 071113 - Dampproofing Systems Section 072100 - Thermal Insulation Section 073216 - Concrete Roof Tile Section 074646 - Fiber-Cement Siding And Soffit Section 076200 - Sheet Metal Flashing And Trim Section 078413 - Penetration Firestopping Section 079200 - 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 084113 - Aluminum-Framed Storefront Section 085200 - Aluminum Clad Wood Windows Section 087100 - Door Hardware Section 088000 - Glazing Section 088700 - Window Security Film Section 092900 - Gypsum Board Section 093000 - Tiling Section 095113 - Acoustical Panel Ceilings Section 096513 - Resilient Base And Accessories Section 096519 - Resilient Tile Flooring Section 096813 - Tile Carpeting Section 097700 - Special Wall Finishes 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 101550 - Toilet Compartments Section 102116 - Shower Surrounds Section 102800 - Toilet And Bath Accessories Section 105113 - Metal Lockers Section 105201 - Fire-Protection Specialties Section 107516 - Ground-Set Flagpoles Section 113100 - Residential Appliances Section 115213 - Projection Screens Section 122413 - Roller Window Shades Section 122600 - Interior Daylighting Devices Section 124813 - Entrance Floor Mats, Grilles, And Frames Section 129300 - Site Furnishings

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Section 211313 - Fire Sprinkler System Section 220518 - Escutcheons 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 221300 - Onsite Wastewater Treatment Systems Section 221316 - Sanitary Waste And Vent Piping Section 223300 - Electric, Domestic-Water Heaters Section 224100 - Plumbing Fixtures Section 230517 - Sleeves And Sleeve Seals 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 230719 - Hvac Piping Insulation Section 230800 - Commissioning Of HVAC Section 232113 - Hydronic Piping Section 232113.33 - Ground-Loop Heat Exchanger Section 232113.34 - Ground-Loop Heat Exchanger Earthwork Section 232116 - Hydronic Piping Specialties Section 232123 - Hydronic Pumps Section 232500 - Hvac Water Treatment Section 233113 - Metal Ducts Section 233300 - Air Duct Accessories Section 233346 - Flexible Ducts Section 233713 - Diffusers, Registers, And Grilles Section 237213 - Heat Wheel Air-To-Air Energy Recovery Units Section 238126 - Split-System Air-Conditioners Section 238129 - Variable-Refrigerant-Flow Hvac Systems 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 275116 - Public Address Systems Section 281300 - Access Control System Section 282300 - Video Surveillance Section 284621.13 - Conventional Fire-Alarm Systems

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Section 311000 - Clearing And Grubbing Section 312000 - Earthwork Section 312010 - Select Borrow Section 312100 - Project Site Preparation And Grading Section 312225 - Excavation & Embankment Section 321200 - Hot-Mix Asphalt Paving Section 321204 - Crushed Aggregate Base Or Surface Course Section 322640 - Pavement Marking Section 322705 - Pavement Sawing Section 323113 - Chain-Link Fences And Gates Section 328000 - Irrigation System Section 329220 - Drainage Structure Section 329310 - Exterior Plants, Landscape Boulders And Topsoil Section 329400 - Landscape Stone, Weed Barrier & Landscape Edging

1.17 OTHER APPLICABLE DOCUMENTS:

A. Green Globes Strategy

B. Geotechnical Report for Site, GSH Engineers, October 2018

C. Commissioning Plan, Systematics, April 2019

END OF SECTION C

MARCH 2019

OFFICE BUILDING 000501-1

USDA FOREST SERVICE, R4

DIXIE NF SUPERVISOR'S AND CEDAR CITY RANGER DISTRICT OFFICE

SECTION 000501 - OFFICE BUILDING

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the construction of the Dixie NF Supervisor’s and Cedar City 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.

2015 International Building Code 2015 International Plumbing Code 2015 International Mechanical Code 2015 International Fuel Gas Code 2015 International Energy Conservation Code 2017 National Electrical Code 2019 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 and patio shown on floor plans and entrance roofs. 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. The project includes the following base bid items and bid option items as shown in the Schedule of Items:

1. Base Bid:

a. Mobilization and Bond

b. District Office Addition: Lump Sum, but include a Schedule of Values for the bid

(Items further described under specification Section 000501: All building addition work within 10’ of perimeter)

1) Division 1: General Requirements

2) Division 2: Existing Conditions

3) Division 3: Concrete

4) Division 5: Metals

5) Division 6: Wood and Plastics and Composites

6) Division 7: Thermal and Moisture Protection

7) Division 8: Openings

8) Division 9: Finishes

9) Division 10: Specialties

10) Division 11 and 12: Equipment and Furnishings

11) Division 22: Plumbing http://www.access-board.gov/adaag/html/adaag.htm

OFFICE BUILDING 000501-2

12) Division 23: Heating Ventilation and Air conditioning

13) Division 26, 27, 28: Electrical, Communications and Security

14) Divisions 31,32: Earthwork and Exterior Improvements Associated with the building

C. LSQ measurement for the building does not include landscaping (plants, irrigation, cobble, boulders and mulch), impact or city connection fees, or other utility connections. Review the description of items in Section C.

D. Schedule of Values. The Contractor shall submit to the Government with the bid an initial Schedule of Values for the Work, allocating values as the contractor understands the work among all categories or portions of the Work to provide a complete and functional facility. The contractor shall include all work within 5’ of the building roof perimeter and concrete as described above. The Schedule of Values shall be prepared in such form and supported by data to substantiate its accuracy to the extent as the Government may require, and shall be based upon the latest cost information available to Contractor.

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

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 018109 – Air Quality Testing Section 018113 - Sustainable Design Requirements - Green Globes Section 019113 - General Commissioning Requirements

Section 024100- Waste Material Disposal

Section 033000 - Cast-In-Place Concrete Section 033510- Polished Concrete Finishing

Section 047200- Cast Stone Masonry

Section 051200 - Structural Steel Framing Section 055000 - Metal Fabrications

Section 061000 - Rough Carpentry Section 061500 – Wood Tongue and Groove Decking Section 061600 - Sheathing

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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 071113 - Dampproofing Systems Section 072100 – Thermal Insulation Section 073216 – Concrete Roof Tile Section 074646 – Fiber Cement Siding Section 076200 - Sheet Metal Flashing And Trim 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 084113- Aluminum Framed Storefronts Section 085200 - Aluminum Clad Wood Windows Section 087100 - Door Hardware Section 088000 - Glazing Section 088700 – Window Security Film

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

Section 101419 - Dimensional Letter Signage Section 101423 - Panel Signage Section 102113 - Toilet Partitions Section 102116 - Shower Surrounds Section 102800 - Toilet And Bath Accessories Section 105113 – Metal Lockers Section 105201 - Fire-Protection Specialties

Section 113100 - Residential Appliances Section 115213 - Projection Screens

Section 122413- Roller Window Shades Section 122600 - Interior Daylighting Devices Section 124813 - Entrance Floor Mats, Grilles, And Frames

Section 211313 - Fire Sprinkler System

Section 220518 – Escutcheons for Plumbing Piping

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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 221316 – Sanitary Waste & Vent Piping Section 221319 – Sanitary Waste Piping Specialties Section 223300 – Electric Domestic Water Heaters Section 224100 – Plumbing Fixtures

Section 230517 – Sleeves & Sleeve Seals for HVAC Piping 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 230719 – HVAC Piping Insulation Section 230800 – Commissioning of HVAC

Section 232113 – Hydronic Piping Section 232113.33 – Ground Loop Heat Exchanger(Inside perimeter only) Section 232116 – Hydronic Piping Specialties (Inside perimeter only) Section 232123 – Hydronic Pumps Section 232500 - HVAC Water Treatment Section 233113 – Metal Ducts Section 233300 – Air Duct Accessories Section 233346 – Flexible Ducts Section 233713 – Diffusers, Registers & Grilles Section 237213 – Heat Wheel Air to Air Energy Recovery System Section 238126 – Split System Air Conditioners Section 238129 – Variable Refrigerant Flow HVAC Systems

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 282300 – Video Surveillance

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Section 283111 – Conventional Fire Alarm System

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

END OF SECTION 000501

CONSTRUCTION STAKING 010250-1

DIXIE NF SUPERVISOR'S AND CEDAR CITY RANGER DISTRICT OFFICE

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 010250-2

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, whichever 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 010250-3

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

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-1

DIXIE NF SUPERVISOR'S AND CEDAR CITY RANGER DISTRICT OFFICE

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 011250-2

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…