PayetteSO.Spec.Final.061313.pdf

Final 6.20.2013

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

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

PAYETTE SUPERVISOR’S OFFICE

(FINAL – 6.20.2013)

1.1 SCOPE OF CONTRACT

A. This Project consists of constructing a new Supervisor’s Office with new utility service connections and new asphalt and aggregate roads and parking areas. The new Supervisor’s Office is located on Forest Service owned property (Krassel Yard).

1. Demolition Work 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. Removing designated signs and culverts

c. Demolishing and removal of existing dumpster enclosure.

d. The Daycare and Krassel District Office shall remain in place and all Utility connections shall remain in tact.

e. The Radio Shop/Krassel Fire Office will be removed by others prior to beginning contract. Some materials from the Radio Shop/Krassel Fire Office will be conserved for reuse in the construction of the Payette Supervisor’s Office.

2. New Construction work includes the following:

a. Construct a new 13,446 Square foot Payette Supervisor’s Office, including the following amenities:

1) The Building project shall meet the Green Building Initiative standards of a minimum of 2 Green Globes.

2) The building shall be built as directed in the drawings and specifications.

3) Reconstruction of portions of the entrance and all loop roads, including the installation of new aggregate and asphalt roads and parking areas, culverts and signs, landscape materials, plantings, seeding, irrigation system, site furniture, dumpster pads, concrete sidewalks, chain link security fence, and other work as described in the plans and specifications.

b. Installing new water, sewer, and electrical utility connections including water lines/laterals, fire hydrant, water meter, curb valve and boxes, concrete manhole, and modifications to the existing system.

B. Optional work that may be awarded includes all work described above associated with:

1. Option #1: Site Prep and Grading – Completing all the rough grading for the site (excluding the area within 5 ft of the building). Pulverizing existing asphalt pavement (area not included in the base bid).

Grading for the detention basins, and placing culverts and outlet control structure. Placing and compacting all site aggregate (including secure parking area).

2. Option #2: Site Work – Work includes constructing asphalt pavement, curb gutter & sidewalk, accessible ramps, dumpster pad and enclosure, recycle dumpster pad, concrete slabs, pavement stripings/markings, signs and all site lighting.

3. Option #3: Secure Parking Area – Construct asphalt pavement, pavement stripings/ markings installing chain link fencing, gates (pot, sliding, pedestrian) and bollards.

4. Option #4: Site Furnishings – Install bicycle racks, concrete picnic tables and flag pole.

5. Option #5: Landscaping - Install irrigation system, seeding, exterior plants and landscape boulders, landscape stone, wood mulch and weed barrier and other miscellaneous items.

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SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-2

1.2 PROJECT LOCATION

A. The project site is located within the city of McCall Idaho at 500 North Mission Street on Forest Service Property (Krassel Yard). It is within the Payette National Forest in Valley County. Located in T.18N., R.3E., Section 8, Boise Meridian.

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. Except as noted herein, the construction sites will be closed to the public during construction. The Contractor will be responsible for signing and limiting public access. Access shall be maintained to the Day Care Facility and the Krassel District Office through construction except as approved by the Contracting Officer for the purpose of reconstructing the access roads and parking areas.

2. The Contractor needs to be aware the Krassel District Office and Day Care Facility Yard will be open for use during construction. This use will include work by Forest Service Employees, operation of a Child Day Care facility, general office business use by the public. The contractor shall take special care to adequately sign and protect areas of work and construction from persons using these areas.

3. The Contractor shall not disrupt existing utility service (water, power, telecom, sewer, etc.) to and within the Krassel District Office and Day Care Center without coordination and approval from the Contracting Officer’s Representative.

4. Water is available at the site for construction purposes.

5. Utilities are not 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. The Contractor shall provide temporary toilet facilities (porta-potty) 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.

7. 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.

1.4 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.

Signing and barricades shall be adequate enough to protect Forest Service employees and public. Again, the Krassel District Office and Day Care Facility Yard will be open for use during construction. This use will include work by Forest Service Employees, operation of a Child Day Care facility, general office business use by the public. The contractor shall take special care to adequately sign and protect areas of work and construction from persons using these areas.

1.5 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.

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SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-3

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

1.6 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.

1.7 START DATE

A. (Estimated) Sep 2013

1.8 CONTRACT TIME

A. 180 Calendar Days

1.9 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 - Payette Supervisor’s Office Building Section 010250 - Construction Staking Section 011250 - Measurement And Payment With Asphalt Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 019113 - Project Commissioning Requirements Section 022340 - Obliteration Of Roadways And Parking Areas Section 023701 - Sediment And Erosion Control Measures Section 024100 - Waste Material Disposal Section 026460 - Dumpster Pad And Screen Enclosure Walls Section 033000 - Cast-In-Place Concrete Section 033020 - Concrete From Packaged Dry Mix For Minor Structures Section 033510 - Polished Concrete Finishing Section 033545 - Concrete Sidewalks And Curb & Gutters Section 047200 - Cast Stone Masonry Section 051200 - Structural Steel Framing Section 061000 - Rough Carpentry Section 061500 - Wood Decking Section 061600 - Sheathing Section 061753 - Shop-Fabricated Wood Trusses Section 061800 - Glue-Laminated Construction Section 064023 - Interior Architectural Woodwork Section 071113 - Bituminous Dampproofing Section 072100 - Thermal Insulation Section 073216 - Concrete Roof Tile Section 074600 - Fiber Cement Soffits & Trim Section 074601 - Wood Siding Section 076200 - Sheet Metal Flashing And Trim Section 079200 - Joint Sealants

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SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-4

Section 081111 - Steel Doors And Frames Section 081416 - Flush Wood Doors Section 082143 - Out-Swing Entry Doors Section 083113 - Access Doors And Frames Section 083513 - Folding Doors Section 085200 - Aluminum Clad Wood Windows Section 087100 - Door Hardware Section 092900 - Gypsum Board Section 093000 - Tiling Section 095110 - Acoustical Panel Ceilings Section 096530 - Resilient Wall Base And Accessories Section 096810 - Carpet Tile Section 097700 - Special Wall Finishes Section 099120 - Interior Painting Section 099300 - Staining And Transparent Finishing Section 099600 - High-Performance Coatings Section 099735 - Dry-Erase Coating Section 101400 - Exterior Signs Section 101401 - Building Interior Signage Section 101550 - Toilet Compartments Section 102800 - Toilet And Bath Accessories Section 105113 - Metal Lockers Section 105201 - Fire-Protection Specialties Section 111320 - Projection Screens And Projector Ceiling Mounts Section 113100 - Appliances Section 122113 - Horizontal Louver Blinds Section 122600 - Interior Daylighting Devices Section 124813 - Entrance Floor Mats And Frames Section 129300 - Site Furnishings 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 Section 224100 - 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

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SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-5

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 232113 - Hydronic Piping Section 232114 - Geothermal Heat Exchanger Section 232115 - Geothermal Earthwork Section 232116 - Hydronic Piping Specialties Section 232123 - Hydronic Pumps Section 233113 - Metal Ducts Section 233300 - Air Duct Accessories Section 233416 - Centrifugal Hvac Fans Section 233713 - Diffusers, Registers, And Grilles Section 236200 - Heat Recovery System Section 238126 - Split-System Air-Conditioners Section 238129 - Fan Coil Units Section 260500 - Common Work Results For Electrical Section 260519 - Low-Voltage Electrical Power Conductors And 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 281302 - Access Control Section 311000 - Clearing And Grubbing Section 311010 - Site Clearing 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 321713 - Bollards Section 322622 - Precast Concrete Curb Stops Section 322640 - Pavement Marking Section 322705 - Pavement Sawing Section 322706 - Asphalt Pavement Pulverizing

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SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-6

Section 323113 - Chain-Link Fences And Gates Section 328000 - Irrigation System Section 329206 - Seeding Section 329310 - Exterior Plants And Landscape Boulders Section 329400 - Landscape Stone, Wood Mulch, Weed Barrier & Steel Edging Section 332228 - Culvert Pipe And Pipe Arches

END OF SECTION C

February 2013

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PAYETTE SUPERVISOR’S OFFICE BUILDING 000501-1

USDA FOREST SERVICE, R-4

PAYETTE SUPERVISOR'S OFFICE

SECTION 000501 - PAYETTE SUPERVISOR’S OFFICE BUILDING

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the construction of the Payette Supervisor’s 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 Residential 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. Payette Supervisor’s Office Building - Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for the Payette Supervisor’s 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, entrance roofs, and bike racks. Payment shall also include perimeter drainage rock. Payment shall include the full mechanical system outside the 5 feet including the geothermal wells. 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.

AG-0261-S-13-0049 Payette SO Attachment 1 Page 7 of 817 http://www.access-board.gov/adaag/html/adaag.htm

PAYETTE SUPERVISOR’S OFFICE BUILDING 000501-2

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.

DIVISION 01 GENERAL REQUIREMENTS

SECTION 011250 – MEASUREMENT AND PAYMENT WITH ASPHALT

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 014100 – QUALITY CONTROL

SECTION 019113 – PROJECT COMMISSIONING REQUIREMENTS

DIVISION 02 EXISTING CONDITIONS

SECTION 023701 - SEDIMENT AND EROSION CONTROL MEASURES

SECTION 024100 - WASTE MATERIAL DISPOSAL

DIVISION 03 CONCRETE

SECTION 033000 – CAST-IN-PLACE CONCRETE

SECTION 033510 – POLISHED CONCRETE FINISHING

SECTION 033545 – CONCRETE SIDEWALK

DIVISION 04 MASONRY

SECTION 047200 – CAST STONE MASONRY

DIVISION 05 METALS

SECTION 051200 – STRUCTURAL STEEL FRAMING

DIVISION 06 WOOD, PLASTICS & COMPOSITES

SECTION 061000 – ROUGH CARPENTRY

SECTION 061500 – WOOD DECKING

SECTION 061600 – SHEATHING

SECTION 061753 – SHOP FABRICATED WOOD TRUSSES

SECTION 061800 - GLUE LAMINATED CONSTRUCTION

SECTION 064023 – INTERIOR ARCHITECTURAL WOODWORK

DIVISION 07 THERMAL & MOISTURE PROTECTION

SECTION 071113 – BITUMINOUS DAMPROOFING

SECTION 072100 – THERMAL INSULATION

SECTION 073216 – CONCRETE ROOF TILE

SECTION 074600 – FIBER CEMENT SOFFITS & TRIM

SECTION 074601 – WOOD SIDING

SECTION 076200 – SHEET METAL FLASHING & TRIM

SECTION 079200 – JOINT SEALANTS

DIVISION 08 OPENINGS

SECTION 081111 – STANDARD STEEL DOORS AND FRAMES

SECTION 081416 – FLUSH WOOD DOORS

SECTION 082143 – OUT-SWING ENTRY DOORS

SECTION 083113 – ACCESS DOORS AND FRAMES

SECTION 083513 – FOLDING DOORS

SECTION 085200 – ALUMINUM CLAD WOOD WINDOWS

SECTION 087100 – DOOR HARDWARE

DIVISION 09 FINISHES

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PAYETTE SUPERVISOR’S OFFICE BUILDING 000501-3

SECTION 092500 – GYPSUM BOARD

SECTION 093000 – TILING

SECTION 095110 – ACOUSTICAL PANEL CEILINGS

SECTION 096530 – RESILIENT WALL BASE AND ACCESSORIES

SECTION 096810 – CARPET TILE

SECTION 097700 – SPECIAL WALL FINISHES

SECTION 099123 – INTERIOR PAINTING

SECTION 099300 – STAINING & TRANSPARENT FINISHING

SECTION 099600 – HIGH PERFORMANCE COATINGS

SECTION 099735 – DRY-ERASE COATING

DIVISION 10 SPECIALTIES

SECTION 101401 – BUILDING INTERIOR SIGNAGE

SECTION 101550 – TOILET COMPARTMENTS

SECTION 102800 – TOILET, BATH & LAUNDRY ACCESSORIES

SECTION 105113 – METAL LOCKERS

SECTION 105201 – FIRE PROTECTION SPECIALTIES

DIVISION 11– EQUIPMENT

SECTION 111320 – PROJECTION SCREENS AND PROJECTOR CEILING MOUNTS

SECTION 113100 – RESIDENTIAL APPLIANCES

DIVISION 12 FURNISHINGS

SECTION 122113 – HORIZONTAL LOUVER BLINDS

SECTION 122600 – INTERIOR DAYLIGHTING DEVICES

SECTION 124813 – ENTRANCE FLOOR MATS AND FRAMES

SECTION 129300 – SITE FURNISHINGS

DIVISION 13 THROUGH 20 – Not Used

DIVISION 21 FIRE SUPPRESSION

SECTION 211313 – FIRE SPRINKLER SYSTEMS

DIVISION 22 PLUMBING

SECTION 220517 – SLEEVES & SLEEVE SYSTEMS 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

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PAYETTE SUPERVISOR’S OFFICE BUILDING 000501-4

SECTION 220529 – HANGERS & SUPPORTS FOR PLUMBING PIPING & EQUIPMENT

SECTION 220553 – IDENTIFICATION FOR PLUMBING PIPING & 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 & VENT PIPING

SECTION 221319 – SANITARY WASTE PIPING SPECIALTIES

SECTION 223300 – ELECTRIC, DOMESTIC WATER HEATERS

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

DIVISION 23 HEATING VENTILATING AND AIR CONDITIONING

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 232113 - HYDRONIC PIPING

SECTION 232114 - GEOTHERMAL HEAT EXCHANGER

SECTION 232115 - GEOTHERMAL EARTHWORK

SECTION 232116 - HYDRONIC PIPING SPECIALTIES

SECTION 232123 - HYDRONIC PUMPS

SECTION 233113 - METAL DUCTS

SECTION 233300 - AIR DUCT ACCESSORIES

SECTION 233416 - CENTRIFUGAL HVAC FANS

SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES

SECTION 236200 - HEAT RECOVERY SYSTEM

SECTION 238126 - SPLIT-SYSTEM AIR-CONDITIONERS

SECTION 238129 – FAN COIL UNITS

DIVISION 26 ELECTRICAL

SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 260923 – LIGHTING CONTROL SYSTEMS

SECTION 262713 – ELECTRICITY METERING

SECTION 262726 - WIRING DEVICES

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PAYETTE SUPERVISOR’S OFFICE BUILDING 000501-5

SECTION 262816 - ENCLOSED SWITCHES

SECTION 263323 - CENTRAL BATTERY EQUIPMENT

SECTION 264313 - SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS

SECTION 265100 - INTERIOR LIGHTING

DIVISION 27 COMMUNICATIONS

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

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

SECTION 281302 - ACCESS CONTROL

DIVISION 31 EARTHWORK

SECTION 311000 - CLEARING AND GRUBBING

SECTION 311010 - SITE CLEARING

SECTION 312000 - EARTHWORK

SECTION 312225 - EXCAVATION & EMBANKMENT

DIVISION 32 EXTERIOR IMPROVEMENTS

SECTION 321204 - CRUSHED AGGREGATE BASE OR SURFACE COURSE

SECTION 329400 – LANDSCAPE STONE, WOOD MULCH, WEED BARRIER & STEEL EDGING

DIVISION 33 UTILITIES

PART 2 - PRODUCTS - Not Applicable

PART 3 - EXECUTION

3.1 GENERAL

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

END OF SECTION 000501

June 2013

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CONSTRUCTION STAKING 010250-1

USDA FOREST SERVICE, R-4

PAYETTE SUPERVISOR'S OFFICE

SECTION 010250 - CONSTRUCTION STAKING

PART 1 - GENERAL

1.1 SUMMARY

A. This work shall consist of the construction staking of roads, parking lots, parking spurs, family units, tent pads, paths, stairways, culverts, retaining walls, 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.

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:

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CONSTRUCTION STAKING 010250-2

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

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

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CONSTRUCTION STAKING 010250-3

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 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

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CONSTRUCTION STAKING 010250-4

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

July 2013

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MEASUREMENT AND PAYMENT WITH ASPHALT 011250-1

USDA FOREST SERVICE, R-4

PAYETTE SUPERVISOR'S 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.

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MEASUREMENT AND PAYMENT WITH ASPHALT 011250-2

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 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 number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

8. Linear Foot (LF): Measurement of work along its length from point-to-point; parallel to the base or foundation. Do not measure overlaps.

9. Lump Sum (LS): One complete unit.

10. Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

11. Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

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MEASUREMENT AND PAYMENT WITH ASPHALT 011250-3

12. Square Foot (SF): Measured on a plane parallel to the surface being measured.

13. Square Yard (SY): Measured on a plane parallel to the surface being measured.

14. Ton: Measured as a short ton consisting of 2,000 pounds.

1.4 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

2. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

3. LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

4. STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

5. VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

1.5 PRICE ADJUSTMENT (for Out-of-Specification Bituminous Materials)

A. Bituminous materials are defined as all types and grades of asphalt cement, liquid asphalt, emulsified asphalt, and dust oil.

B. If bituminous material fails one or more test requirements, and the Contracting Officer determines it is in the public interest to accept the material at a reduced price, the price reduction shall be based on the test results giving the largest percent price adjustment. The contractor may remove and replace the defective material or accept the adjustment.

C. The price reduction shall apply to all pay items affected.

D. Price adjustment will be based on samples taken in duplicate in accordance with AASHTO T40 under the supervision of the Contracting Officer. Samples shall be sent to an authorized laboratory. The laboratory shall test one of each duplicate sample and retain the other. When any test result is not within the specification limits, the laboratory shall immediately notify the Contractor, the supplier, and the Contracting Officer. The Contractor, after notifying the Contracting Officer, may check test the retained sample.

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MEASUREMENT AND PAYMENT WITH ASPHALT 011250-4

E. If the retained sample tests satisfactorily, the material will be accepted. If the retained sample also fails, the following schedule of price adjustments shall apply. The average of test values for the two samples will determine the basis for price adjustment, except when test results on the samples differ by more than the applicable AASHTO or ASTM Repeatability Unit; then, the test result numerically nearest the specification requirement will be used. (A repeatability unit is defined as D2S or D2S% limit for single operator precision described in ASTM C670.)

F. The schedule of price adjustments shall not apply to the following tests:

Test AASHTO Test Method Spot Test T102 Particle Charge T59 Ductility T51

G. Bituminous materials failing to meet specifications for these tests shall be removed and replaced.

H. See Table 011250-1 for the schedule of price adjustments for bituminous materials that do not meet specifications.

Table 011250-1

Schedule of Price Adjustments for Out-of-Specification Bituminous Materials.

Application

Deviation from Specification Limit Measured in Reproduci-bility Units*.

Less than 1 1 but less than 2

2 but less than 3

3 or more

Price reduction applicable to bituminous base course and pavement mixture or to seal coat and bituminous material paid for as a separate item.

0% 5% 25% Remove & Replace

Price reduction applicable to bituminous material paid for as a separate item.

0% 10% 25% Remove & Replace

* A reproducibility unit is defined as D2S or D2S% limit for multi-laboratory precision described in ASTM rec-ommended practice C670.

The Sieve Test (AASHTO T59) results may be exempt from the Schedule of Price Adjustments provided the contractor's quality assurance program includes checking the uniformity of bituminous spread rates in increments no greater than 1 foot over the width of the spray bar and variation between increments is no greater than 5 percent.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

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MOBILIZATION 011900-1

USDA FOREST SERVICE, R-4

PAYETTE SUPERVISOR'S OFFICE

SECTION 011900 - MOBILIZATION

PART 1 - GENERAL

1.1 SUMMARY

A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

1.2 MEASUREMENT AND PAYMENT

A. The measurement shall be lump sum for mobilization. Payment shall be as follows:

1. Bond premiums will be reimbursed after receipt of the evidence of payment.

2. 50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

3. Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

4. Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

5. Progress payments for mobilization and preparatory work shall be subject to retainage.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011900

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SUBMITTAL PROCEDURES 013300-1

USDA FOREST SERVICE, R-4

PAYETTE SUPERVISOR'S OFFICE

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

B. See other specification section within this package for additional requirements on submittal.

1.2 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 14 days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

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SUBMITTAL PROCEDURES 013300-2

h. If more than one item is shown on submittal sheet, identify item.

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

E. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

1.3 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated.

CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

C. Shop Drawings: Prepare Project-specific information,…