ATTACHMENT 1_SPECS.FISHLAKESO.FINAL.3.2.2022.pdf

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

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

FISHLAKE SUPERVISOR’S OFFICE RENNOVATIONS

1.1 SCOPE OF CONTRACT

A. This project consists of remodeling an existing facility for the Fishlake NF Supervisor’s and Richfield Ranger District Office. The facilities are owned and operated by the United States Forest Service as a part of the Fishlake National Forest.

1. The construction work involves remodeling an existing single story wood framed office and updating the site, parking lots, lighting, fencing, gates, landscaping and installing a pavilion. Carefully review this section and the Schedule of Items while bidding on the work to be done.

2. A general description of the work follows:

3. Base Bid Items:

a. Base Bid Item #1: Mobilization and Bonding. Refer to specification section 001190.

b. Base Bid Item #2: Site Demolition as shown in the drawings and described in specification section 017320

c. Base Bid Item #3: Construction staking as required to construct all components of the work shown in the drawings and described in specification section 010250.

d. Base Bid Item #4: Sedimentation and Erosion Control as required to construct all components of the work shown in the drawings and described in specification section 023701.

e. Base Bid Item #5: Construct dumpster pads and enclosure as shown on the drawings and described in specification section 026460.

f. Base Bid Item #6: Demo and construct office building improvements including concrete, wood framing, as shown in drawings and described in detail in specification section 000501.

g. Base Bid Item #7: Site lighting and electrical. 260500

h. Base Bid Item #8: 4” concrete sidewalks. 033545-1

i. Base Bid Item #9: Type L curb and gutter 033545-2

j. Base Bid Item #10: Reverse pan curb and gutter 033545-3

k. Base Bid Item #11: Exterior signs. 101400

l. Base Bid Item #12: Administrative ID sign and base 101420.

m. Base Bid Item #13: 3 panel log bulletin board 101425

n. Base Bid Item #14: Picnic tables (2 each) 129300-1

o. Base Bid Item #15: Bike racks (2 each) 129300-2

p. Base Bid Item #16: Bench 129300-1

q. Base Bid Item #17: Shelter, concrete slab and footings 13600

r. Base Bid Item #18: Project site prep and grading 312100

s. Base Bid Item #19: Hot Mix Asphalt 321200-1

t. Base Bid Item #20: Crushed aggregate base 321204-1

u. Bid Item #21: Bollards. See 321713

v. Base Bid Item #22: 6’ concrete wheel stops, 322625-1

ATTACHMENT #1-1240LT22R0035

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

w. Base Bid Item #23: Pavement Markings - Parking Stall Lines 4" Solid Yellow Non Reflective 322640-1

x. Base Bid Item #24: Pavement Markings - Accessible Parking Symbol, 322640-2

y. Base Bid Item #25: Pulverize Asphalt Pavement and Reuse - Area for Building Construction 322706-1

z. Base Bid Item #26: Wrought Iron / Tubular Steel Security Fence, 323113-1

aa. Bid Item #27: Chain link Fencing. See 323113

bb. Base Bid Item #28: Automatic Slide Gate - 20 Foot Wide Opening, 323113-

cc. Base Bid Item #29: Pedestrian Gate - 5 Foot Wide Opening 323113-5

dd. Base Bid Item #30: Landscape Irrigation System. See section 328000.

ee. Base Bid Item #31: Landscape Concrete Edger Curbing 329212

ff. Base Bid Item #32: Exterior Plant and Landscape boulders. See section

329310

gg. Base Bid Line Item #33: Topsoil and Planting media. See section 329310-

2.

hh. Base Bid Item #34: Landscape Decorative Gravel, Flagstone steppers and weed barrier. See spec section 329400.

4. Optional Bid Items:

a. Optional Bid Item #1: Asphalt Slurry Seal (to be applied 6-9 months after asphalt has been placed). See section 321214.

b. Optional Bid Item #2: Pavement Markings – Remark Parking Stall Lines 4" Solid Yellow Non Reflective. See section 322640-1.

1.2 PROJECT LOCATION

A. The facility is located at 115 E 900 N Richfield Utah, 84701. The site is located in Sevier County, Utah.

B. The Authority having Jurisdiction on the property is USDA Forest Service, a Federal Agency.

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 north building premises for construction operations, including the use of the north portion 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. The South building will be occupied during construction. The South Parking areas and fenced Government parking will be reserved for the employees during construction.

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

3. The Contractor will be responsible for signing and limiting public access to their work area. Access shall be maintained to the facilities at the south 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.

4. 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.

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

6. 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.

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

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

9. 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.

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 4800 feet above sea level. The construction site experiences cold temperatures with snow on the ground from November to February. Summer temperatures are warm but usually do not exceed 100 degrees.

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

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.

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

B. Signing and barricades shall be adequate 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

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

1.8 ANTICIPATED START DATE

A. August 2021

1.9 CONTRACT TIME

A. 360 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 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

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

items in this contract. These items are considered incidental and no additional compensation will be made.

Section 000501 - Remodel 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 017320 - Selective Demolition Section 017700 - Closeout Procedures Section 023701 - Sediment And Erosion Control Measures Section 024100 - Waste Material Disposal Section 024113 - Selective Site Demolition Section 024117 - Hazardous Waste Disposal Section 026460 - Concrete Dumpster Pad Section 033000 - Cast-In-Place Concrete Section 033545 - Concrete Sidewalks And Curb & Gutters Section 044313.16 - Adhered Stone Masonry Veneer Section 055000 - Metal Fabrications Section 055213 - Pipe Railings Section 061000 - Rough Carpentry Section 061500 - Wood Tongue And Groove Ceiling Section 061600 - Sheathing Section 061800 - Glued-Laminated Construction Section 062013 - Exterior Finish Carpentry Section 062023 - Interior Finish Carpentry Section 064116 - Plastic-Laminate-Faced Architectural Cabinets Section 070150.19 - Preparation For Reroofing Section 071113 - Dampproofing Systems Section 072100 - Thermal Insulation Section 073110 - Asphalt Shingles Section 074646 - Fiber-Cement Siding And Soffit Section 076200 - Sheet Metal Flashing And Trim Section 079200 - Joint Sealants Section 081113 - Hollow Metal Doors And Frames Section 081416 - Flush Wood Doors Section 083113 - Access Doors And Frames Section 083513 - Folding Accordian Doors Section 084113 - Aluminum-Framed Entrances And Windows Section 087100 - Door Hardware Section 088000 - Glazing Section 090190 - Maintenance Repainting Section 092900 - Gypsum Board

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

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 099113 - Exterior Painting Section 099114 - Exterior Powder Coatings Section 099123 - Interior Painting Section 099300 - Staining And Transparent Finishing Section 099600 - High-Performance Coatings Section 101400 - 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 102800 - Toilet And Bath Accessories Section 105113 - Metal Lockers Section 105201 - Fire-Protection Specialties Section 113100 - Residential Appliances Section 122413 - Roller Window Shades Section 123661.16 - Solid Surfacing Countertops Section 124813 - Entrance Floor Mats, Grilles, And Frames Section 129300 - Site Furnishings Section 136000 - Pre-Manufactured Shelter Section 220517 - Sleeves And Sleeve Seals For Plumbing Piping Section 220518 - Escutcheons For Plumbing Piping Section 220523 - General-Duty Valves For Plumbing Piping Section 220523.12 - Ball 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 221116 - Domestic Water Piping Section 221316 - Sanitary Waste And Vent Piping Section 223400 - Fuel-Fired, Domestic-Water Heaters Section 224100 - Residential Plumbing Fixtures Section 224213.13 - Commercial Water Closets Section 224216.13 - Commercial Lavatories Section 224716 - Pressure Water Coolers Section 230513 - Common Motor Requirements For Hvac Equipment Section 230529 - Hangers And Supports For Hvac Piping And Equipment Section 230548 - Vibration And Seismic Controls For Hvac Section 230593 - Testing, Adjusting, And Balancing For Hvac Section 230713 - Duct Insulation Section 230900 - Instrumentation And Control For Hvac

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-7

Section 231123 - Facility Natural-Gas Piping Section 233113 - Metal Ducts Section 233416 - Centrifugal Hvac Fans Section 233713 - Diffusers, Registers, And Grilles Section 235416.13 - Gas-Fired Furnaces 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 262726 - Wiring Devices Section 262816 - Enclosed Switches 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 321200 - Hot-Mix Asphalt Paving Section 321204 - Crushed Aggregate Base Or Surface Course Section 328000 - Irrigation System Section 323119 - Ornamental Metal Barrier Fence Section 323113 - Chain-Link Fences And Gates Section 322705 - Pavement Sawing Section 322640 - Pavement Marking Section 322622 - Precast Concrete Curb Stops Section 321713 - Bollards Section 321214 - Slurry Seal Section 329212 - Concrete Edger Landscape Curbing Section 329310 - Exterior Plants, Landscape Boulders And Topsoil Section 329400 - Landscape Stone, Flagstone And Weed Barrier

END OF SECTION C

FEBRUARY 2022

REMODEL OFFICE BUILDING 000501-1

USDA FOREST SERVICE, R4

FISHLAKE SUPERVISOR'S OFFICE RENNOVATIONS

SECTION 000501 - REMODEL OFFICE BUILDING

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the remodel of an office facility owned by the Forest Service. The buildings will be the home of the Fishlake NF Supervisors and Richfield Ranger District Office.

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.

2021 International Building Code 2021 International Existing Building Code 2021 International Plumbing Code 2021 International Mechanical Code 2021 International Fuel Gas Code 2021 International Energy Conservation Code 2020 National Electrical Code 2017 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. The project includes but is not limited to the following work:

1. Demolition work include demolition of an entrance addition, roofing, doors, windows, brick veneer, overhead doors, hardware, walls, ceilings, ceiling tile, ceramic tile, concrete slabs and stairs, finishes, toilet accessories, cabinetry, storage systems, ceilings, plumbing fixtures, piping, heating and cooling equipment, lighting, power, communications equipment.

2. The construction work includes, but is not limited to: Construction of 3 entrance additions, concrete footings, slabs, stairs, metal pipe railing, wood framing for walls, columns, roofs, beams, custom steel connectors, finish carpentry, asphalt roofing, insulation, doors, door rehab, accordion door, door frames, repair, windows, rock veneer, fiber cement siding, hardware, walls, ceiling repair and new ceilings, ceiling tile, ceramic tile, carpet , vinyl tile, base, finishes, toilet accessories, signage, appliances, screens, window shades cabinetry, storage systems, ceilings, painting staining, varnishing, plumbing fixtures, piping, heating and cooling equipment, lighting, power, communications equipment.

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

REMODEL OFFICE BUILDING 000501-2

B. 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 011250 - Measurement And Payment 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 017320 – Selective Demolition Section 017700 - Closeout Procedures

Section 024100- Waste Material Disposal Section 024117- Hazardous Waste Disposal

Section 033000 - Cast-In-Place Concrete

Section 044313.16- Adhered Stone Masonry

Section 055000 - Metal Fabrications Section 055213 - Pipe Railings

Section 061000 - Rough Carpentry Section 061500 – Wood Toungue and Groove Ceiling

REMODEL OFFICE BUILDING 000501-3

Section 061600 - Sheathing Section 061800 - Glued-Laminated Construction Section 062013 - Exterior Finish Carpentry Section 062023 - Interior Finish Carpentry Section 064116 - Plastic-Laminate-Faced Architectural Cabinets

Section 070150.19- Preparation for Reroofing Section 071113 - Dampproofing Systems Section 072100 – Thermal Insulation Section 074646 – Fiber Cement Siding Section 073110 – Asphalt Roofing 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 083113 - Access Doors And Frames Section 084113- Aluminum Framed Entrances and Storefronts Section 087100 - Door Hardware Section 088000 - Glazing

Section 090190 - Maintenance Repainting 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 099113- Exterior Painting Section 099123 - Interior Painting Section 099300 - Staining And Transparent Finishing Section 099600 - High-Performance Coatings

Section 101400- Exterior Signs Section 101419 - Dimensional Letter Signage Section 101423 - Panel Signage Section 102113 - Toilet Partitions Section 102800 - Toilet And Bath Accessories Section 105113- Metal Lockers Section 105201 - Fire-Protection Specialties

Section 113100- Residential Appliances

Section 122413- Roller Window Shades

REMODEL OFFICE BUILDING 000501-4

Section 123661.16- Solid Surfacing Countertops Section 124813 - Entrance Floor Grilles, And Frames

Section 220517 – Sleeves & Sleeve Seals for Plumbing Piping Section 220518 – Escutcheons for Plumbing Piping Section 220523.12 – Ball Valves for Plumbing Piping Section 220523 – General Duty Valves for Plumbing Piping Section 220529 – Hangers & Supports for Plumbing Piping & Equipment Section 220553 – Identification for Plumbing Piping & Equipment Section 220719 – Plumbing Piping Insulation Section 221116 –Domestic Water Piping Section 221316 – Sanitary Waste & Vent Piping Section 223300 – Fuel Fired Domestic Water Heaters Section 224100 – Residential Plumbing Fixtures Section 224213 – Commercial Water Closets Section 224216 – Commercial Lavatories Section 224217- Commercial Sinks Section 224716 – Pressure Water Coolers

Section 230130.51- Existing Duct Cleaning Section 230513- Common Work Results for Motors Section 230517- Sleeves and Seals for Mechanical Section 230529- Hangers and Supports for HVAC Section 230548- Vibration Mitigation for HVAC Section 230593 – Testing, Adjusting, and Balancing Section 230713- Duct Insulation Section 230923.12 - Control Dampers Section 231123- Natural Gas Piping Section 233113 – Metal Ducts Section 233300 – Air Duct Accessories Section 233416- Exhaust Fans Section 233713.13 – Air Diffusers Section 235416.13 – Gas Fired Furnaces Section 236313 – Air Cooled Refrigerant Condensers Section 238126 - Split System Air Conditioners

Section 260500 - Common Work Results for Electrical Section 260519 - Low Voltage Electrical Power Conductors and Cables Section 260533 - Raceways And Boxes For Electrical Systems Section 260553 - Identification For Electrical Systems Section 260923 - Lighting Control Devices Section 262726 - Wiring Devices Section 265100 - Interior Lighting

Section 270500 - Common Work Results For Communications Section 270528 - Pathways For Communications Systems

REMODEL OFFICE BUILDING 000501-5

Section 271100 - Communications Equipment Room Fittings Section 271200 - Communications Copper Network Cabling

Section 31200 - Earthwork Section 312100 - Project Site Prep and Grading Section 312225 - Excavation & Embankment Section 321204 - Crushed Aggregate Base or Surface Course

3.2 OTHER APPLICABLE DOCUMENTS:

END OF SECTION 000501

FEBRUARY 2022

CONSTRUCTION STAKING 010250-1

FISHLAKE SUPERVISOR'S OFFICE RENNOVATIONS

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, 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 Licensed Civil Engineer 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 that will include:

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

2. Parking Areas - Northing, Easting and Finish Elevations for finished grade centerline and edge of roads, spurs, parking areas.

3. Sidewalks - Northing, Easting and Finish Elevations for finished grade centerline.

4. Buildings, Other Structures, Group Sites and Tent Pads- Northing, Easting and

Finish Elevations for corners of buildings, other structures (fencing, etc), Group Sites and Tent Pads.

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

CONSTRUCTION STAKING 010250-2

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, and parking spurs -Orange

2. 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 ESTABLISING AND REFERENCING IMPROVEMENT LOCATIONS

A. 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

CONSTRUCTION STAKING 010250-3

and on radial lines or curves. Slope stake catch points shall be located by using the grading plans and/or profiles as shown on the drawings.

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. Buildings

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

C. Segmented Retaining Walls

1. Construction stakes shall be established at start and end of wall, corners, stairs, and at maximum 25 feet along wall. Stakes shall establish top of wall, bottom of wall, and finish grade at top of wall and bottom of wall.

2. Additional stakes shall be established at required stepping of wall (top and bottom).

Note - Top of wall shall be a minimum of 2 inches above finish grade and bottom of wall shall be a minimum of 12 inches below finish grade.

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

CONSTRUCTION STAKING 010250-4

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

April 2022

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-1

FISHLAKE SUPERVISOR'S OFFICE RENNOVATIONS

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:

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-2

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 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.

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-3

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.

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.

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-4

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.

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.

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-5

Table 011250-1

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

Application

Deviation from Specification Limit Measured in Reproducibility 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 recommended 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

FEBRUARY 2022

MOBILIZATION 011900-1

FISHLAKE SUPERVISOR'S OFFICE RENNOVATIONS

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

FEBRURARY 2022

UTILITY COMPANY COORDINATION 012500-1

FISHLAKE SUPERVISOR'S OFFICE RENNOVATIONS

SECTION 012500 - UTILITY COMPANY COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. The work of this section consists of coordination with utility companies for connection to their systems.

1.2 RELATED WORK SPECIFIED ELSEWHERE

A. Section 015000 – Temporary Facilities and Controls

B. Section 017700 – Closeout Procedures

1.3 COORDINATION

A. Electrical: Coordinate electrical utility work with Rocky Mountain Power, ph:. Business Customer Service; 1-866-870-3419

B. Natural gas utility: Questar Natural Gas:

Address 2270 Industrial Park Road Richfield, Utah, 8470 Phone 435-896-8206

C. Communications telephone: Qwest / CenturyLink; Not required.

D. Water: Connect to existing service. Richfield Water Department, 130 North Main Street, Richfield, UT, 435-896-4429

E. Sewer: Town of Richfield Sewer Department. Connect to existing service. 75 East Center Street, Richfield, UT, 435-896-6439.

F. Where work by a utility company is required in conjunction with construction, such as installation of cable by a utility company in a common trench with other utilities to be installed by the Contractor, the Contractor is solely responsible for contacting the utility company to coordinate any and all work required by the utility provider.

1.4 PAYMENT TO UTILITY COMPANIES

1.5 PAYMENT TO UTILITY COMPANIES

A. Payment to Utility Companies:

1. Where work is to be performed by the utility company that requires payment to the utility company, payment will be made by the Government.

2. Any costs associated with utility installation as a component of construction, including, but not limited to, distribution lines, distribution equipment, and meter assemblies, will be the responsibility of the contractor. All utility use charges

ATTACHMENT #1-1240LT22R0035

tel:+1-435-896-8206 tel:+1-435-896-4429

UTILITY COMPANY COORDINATION 012500-2

associated with permanent utility installation shall be the responsibility of the Contractor until Substantial Completion.

B. Tap fees: Water and Sewer tap fees are not required.

1.6 INSPECTION

A. Comply with utility company requirements for inspections before final connection is made.

1.7 PERMITS

A. Applications for utility connection permits will be completed by the Government. Copies will be provided to the Contractor.

1.8 MEASUREMENT AND PAYMENT

A. No separate payment will be made for the work included under this section; rather payment shall be considered to be included in the items of work listed in the Schedule of Items.

PART 2 – PRODUCTS – NOT USED

PART 3 – EXECUTION – NOT USED

END OF SECTION 012500

PROJECT MANAGEMENT AND COORDINATION 013100-1

FISHLAKE SUPERVISOR'S OFFICE RENNOVATIONS

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

1. General project coordination.

2. Coordination drawings.

3. Conservation.

4. Administrative and supervisory personnel.

5. Conferences and meetings.

6. Cleaning and protection.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work. Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation.

1. Schedule construction operations in the sequence required to obtain the best results where the installation of one part of the Work depends on installation of other components before or after that part.

2. Coordinate installation of different components to provide maximum accessibility for required maintenance, service, testing and repair.

3. Accommodate items scheduled for later installation.

B. Notification: Where necessary, prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. When applicable, include notices, reports and meeting minutes as part of the memoranda.

C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work. Administrative procedures include but are not limited to the following:

1. Preparation of schedules.

2. Installation and removal of temporary facilities.

3. Delivery and processing of submittals.

4. Progress meetings.

5. Project closeout activities.

1.3 COORDINATION DRAWINGS

PROJECT MANAGEMENT AND COORDINATION 013100-2

A. Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities, and prepare coordination drawings where limited space availability necessitates maximum utilization of the space for efficient installation of different components.

1. Show the relationship of components shown on separate shop drawings.

2. Indicate required installation sequences.

3. Provide vertical and horizontal dimensions necessary to locate each component and avoid conflicts within the space.

4. Comply with requirement specified in Division 1 Section "Submittal Procedures."

B. Refer to Division 23 and Division 26 for specific coordination drawing requirements for mechanical and electrical installations.

1.4 CONSERVATION

A. Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water and materials.

1. Salvage materials and equipment involved in performance of, but not actually incorporated in the Work

1.5 CONFERENCES AND MEETINGS

A. Preconstruction Conference: The Contracting Officer shall schedule a preconstruction conference before starting construction at a time and place convenient to the Contractor.

Conference shall review responsibilities and personnel assignments.

1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:

a. Contracting Officer.

b. Contracting Officer’s Representative

c. Contractor.

d. Major subcontractors.

e. Major suppliers.

f. Other concerned parties.

2. Agenda: Subjects for…