ATT_1_-_MiddleKyleAdminSpecsFinal.6.08.2013.pdf

TABLE OF CONTENTS 000001-1

TABLE OF CONTENTS

GENERAL SPECIFICATIONS

MIDDLE KYLE ADMINISTRATIVE SITE

KYLE FIRE STATION

(100% DESIGN SUBMITTAL – 5.31.2013)

1.1 SPECIFICATIONS TABLE OF CONTENTS

The following Special Project Specifications are attached. Some sections in the Special Project Specifications refer to work in other sections not listed in the Schedule of Items. Work not listed in the Schedule of Items is considered subsidiary to, or is included in payment for other listed pay items in this contract. Items not listed in the Schedule of Items are considered incidental and no additional compensation will be made

Section 000501 - Kyle Fire Station Building Section 010250 - Construction Staking Section 011250 - Measurement And Payment With Asphalt Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 015100 - Temporary Traffic Control Section 017419 - Construction Waste Management And Disposal Section 017823 - Operation And Maintenance Data Section 018113 - Sustainable Design Requirements Section 019113 - General 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 Section 033000 - Cast-In-Place Concrete Section 033010 - Helipads Section 033020 - Concrete From Packaged Dry Mix For Minor Structures Section 033545 - Concrete Sidewalks And Curb & Gutters Section 042200 - Concrete Unit Masonry Section 051200 - Structural Steel Framing Section 052100 - Steel Joist Framing Section 053100 - Steel Decking Section 055000 - Metal Fabrications Section 064023 - Interior Architectural Woodwork Section 071113 - Bituminous Dampproofing Section 072100 - Thermal Insulation Section 074113 - Metal Roof Panels Section 074213 - Metal Wall Panels Section 079200 - Joint Sealants Section 081111 - Hollow Metal Doors And Frames Section 081416 - Flush Wood Doors Section 083113 - Access Doors And Frames Section 083323 - Overhead Coiling Doors Section 084113 - Aluminum-Framed Entrances And Storefronts Section 085113 - Aluminum Windows Section 087100 - Door Hardware

TABLE OF CONTENTS 000001-2

Section 088000 - Glazing Section 092216 - Metal Stud Framing Section 092900 - Gypsum Board Section 093000 - Tiling Section 095110 - Acoustical Panel Ceilings Section 096530 - Resilient Wall Base And Accessories Section 096566 - Resilient Athletic Flooring Section 096613 - Polished Concrete Floor Finish Section 099001 - Colors Section 099120 - Interior Painting Section 099300 - Staining And Transparent Finishing Section 099600 - High-Performance Coatings Section 100350 - Flag Pole - Aluminum Section 101400 - Signs Section 101401 - Building Interior Signage Section 101415 - Site Identification Sign (Hdpe) Section 102800 - Toilet And Bath Accessories Section 105113 - Metal Lockers Section 105201 - Fire-Protection Specialties Section 113100 - Appliances Section 122113 - Horizontal Louver Blinds Section 129400 - Family Units Section 133402 - Utility Boxes 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 220529 - Hangers & Supports For Plumbing Piping & 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 221103 - Plumbing Appurtenances Section 221105 - Water Hydrants 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 221513 - General-Service Compressed-Air Piping Section 223400 - Fuel-Fired, Domestic-Water Heaters Section 224000 - Plumbing Fixtures Section 224500 - Emergency Plumbing Fixtures Section 224700 - Drinking Fountains And Water Coolers Section 230529 - Hangers And Supports For Hvac Piping And Equipment Section 230553 - Identification For Hvac Piping And Equipment Section 230593 - Testing, Adjusting, And Balancing For Hvac Section 230713 - Duct Insulation Section 230800 - Commissioning Of Hvac

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Section 231126 - Facility Liquefied-Petroleum Gas Piping Section 233113 - Metal Ducts Section 233300 - Air Duct Accessories Section 233423 - Hvac Power Ventilators Section 233713 - Diffusers, Registers, And Grilles Section 235533 - Fuel-Fired Unit Heaters Section 238126 - Split-System Air-Conditioners 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 262714 - Contractor Supplied Work For Power Company Service Section 262726 - Wiring Devices Section 262727 - Trailer Pedestals And Load Balancing Section 264313 - Surge Protection For Low-Voltage Electrical Power Circuits Section 270500 - Common Work Results For Communications Section 270526 - Grounding And Bonding For Communications Systems Section 270528 - Pathways For Communications Systems Section 271100 - Communications Equipment Room Fittings Section 271200 - Communications Copper Network Cabling Section 282300 - Video Surveillance Section 311000 - Clearing And Grubbing Section 312000 - Earthwork Section 312011 - 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 321206 - Loose Rock Riprap Section 321713 - Bollards Section 322622 - Precast Concrete Curb Stops Section 322640 - Pavement Marking Section 322705 - Pavement Sawing Section 323116 - Gates For Roads Section 323119 - Ornamental Metal Barrier Fence Section 329206 - Seeding Section 332228 - Culvert Pipe And Pipe Arches Section 339999 - Fuel Facility Relocation

END OF TABLE OF CONTENTS

MAY 2013

KYLE FIRE STATION BUILDING 000501-1

USDA FOREST SERVICE, R-4

MIDDLE KYLE ADMINISTRATION SITE

SECTION 000501 - KYLE FIRE STATION BUILDING

PART 1 - GENERAL

1.1 SUMMARY

A. This work includes the construction of the Kyle Fire Station Building, a single story, structure with two engine bays, offices, ready room, rest rooms, workout areas, showers and storage spaces to serve the needs of the Spring Mountains National Recreation Area Fire Staff.

1. The facility will be constructed with reinforced concrete masonry units, steel joists, steel decking, standing seam roofing, concrete footings and slabs, cold formed steel framing, prefinished steel panels, hollow metal doors and aluminum framed windows. Interior finishes will include stained concrete, epoxy coatings, drywall, paint, ceramic tile, sport flooring, wood doors and hollow metal frames, plumbing fixtures, piping, casework, blinds, accessories, appliances, air compressors, furnaces, air handling units, ductwork, diffusers, fire sprinkler system, electrical panels, lighting, outlets, and communications equipment.

1.2 LOCATION

1. The site is located approximately at MP 5 on Highway 157, (Kyle Canyon), Las Vegas, Nevada. It is within the Spring Mountains National Recreation Area, a part of the Humboldt-Toiyabe National Forest.

1.3 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 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/ada-aba/aba-standards-gsa.cfm)

1.4 MEASUREMENT AND PAYMENT

1.4 MEASUREMENT AND PAYMENT

A. Kyle Fire Station Building - Measurement and Payment shall be Lump Sum Quantity (LSQ) as shown in the Schedule of Items for the Kyle Fire Station Building constructed and completed ready for use. Measurement shall include all work items within 10 feet of the face of the foundation walls (including building utilities within those limits), except for the following items:

KYLE FIRE STATION BUILDING 000501-2

a. 6” dia. Water Service Main (paid for in Section 221100)

b. 1” dia. underground LP Gas Service line (paid for in Section 231126 to point where service line connects to the Building Gas Service Entry line); and

c. 6” thick reinforced exterior concrete apron slabs (paid for in Section 033545)

2. Payment shall also include exterior sidewalks, planters. Payment shall include the full mechanical and electrical systems.

3. 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. The schedule of values will be the basis for progress payments on the building throughout the project.

B. Propane Tank, Concrete Slab and Piping - Measurement and Payment shall be as specified in Sections 231126 and 033545.

1.5 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.

Section 000501 - Kyle Fire Station Building Section 010250 - Construction Staking Section 011250 - Measurement and Payment with Asphalt Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 017419 - Construction Waste Management and Disposal Section 017823 - Operation and Maintenance Data Section 018113 - Sustainable Design Requirements Section 019113 - General Commissioning Requirements Section 033000 - Cast-In-Place Concrete Section 042200 - Concrete Unit Masonry Section 051200 - Structural Steel Framing Section 052100 - Steel Joist Framing Section 053100 - Steel Decking Section 055000 - Metal Fabrications Section 064023 - Interior Architectural Woodwork Section 071113 - Bituminous Dampproofing Section 072100 - Thermal Insulation Section 074113 - Metal Roof Panels Section 074213 - Metal Wall Panels Section 079200 - Joint Sealants Section 081111 - Hollow Metal Doors And Frames Section 081416 - Flush Wood Doors Section 083113 - Access Doors And Frames Section 083323 - Overhead Coiling Doors Section 084113 - Aluminum-Framed Entrances And Storefronts Section 085113 - Aluminum Windows Section 087100 - Door Hardware Section 088000 - Glazing Section 092216 - Metal Framing Section 092900 - Gypsum Board

KYLE FIRE STATION BUILDING 000501-3

Section 093000 - Tiling Section 095110 - Acoustical Panel Ceilings Section 096530 - Resilient Wall Base and Accessories Section 096566 - Resilient Athletic Flooring Section 096613 - Polished Concrete Floor Finish Section 099001 - Colors Section 099120 - Interior Painting Section 099300 - Staining and Transparent Finishing Section 099600 - High-Performance Coatings Section 101401 - Building Interior Signage Section 102800 - Toilet and Bath Accessories Section 105113 - Metal Lockers Section 105201 - Fire-Protection Specialties Section 113100 - Appliances Section 122113 - Horizontal Louver Blinds 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 220523.12 - Ball Valves for Plumbing Piping Section 220529 - Hangers & Supports for Plumbing Piping & Equipment Section 220553 - Identification for Plumbing Piping and Equipment Section 220719 - Plumbing Piping Insulation Section 221116 - Domestic Water Piping Section 221119- Domestic Water Piping Specialties Section 221123 - Domestic Water Pumps Section 221316 - Sanitary Waste and Vent Piping Section 221319 - Sanitary Waste Piping Specialties Section 221513 - General-Service Compressed-Air Piping Section 223400 - Fuel-Fired, Domestic-Water Heaters Section 224000 - Plumbing Fixtures Section 224500 - Emergency Plumbing Fixtures Section 224700 - Drinking Fountains and Water Coolers Section 230529 - Hangers and Supports for HVAC Piping and Equipment Section 230553 - Identification for HVAC Piping and Equipment Section 230593 - Testing, Adjusting, and Balancing for HVAC Section 230713 - Duct Insulation Section 230800 - Commissioning Of HVAC Section 231126 - Facility Liquefied-Petroleum Gas Piping Section 233113 - Metal Ducts Section 233300 - Air Duct Accessories Section 233423 - HVAC Power Ventilators Section 233713 - Diffusers, Registers, and Grilles Section 235533 - Fuel-Fired Unit Heaters Section 238126 - Split-System Air-Conditioners 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 262726 - Wiring Devices

KYLE FIRE STATION BUILDING 000501-4

Section 264313 - Surge Protection for Low-Voltage Electrical Power Circuits Section 270500 - Common Work Results for Communications Section 270526 - Grounding and Bonding for Communications Systems Section 270528 - Pathways for Communications Systems Section 271100 - Communications Equipment Room Fittings Section 271200 - Communications Copper Network Cabling Section 282300 - Video Surveillance Section 311000 - Clearing and Grubbing Section 312000 - Earthwork Section 312100 - Project Site Preparation and Grading Section 321204 - Crushed Aggregate Base or Surface Course Section 321713 - Bollards

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

MAY 2013

CONSTRUCTION STAKING 010250-1

MIDDLE KYLE ADMINISTRATION SITE

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, culverts, buildings pads, 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(s) to be staked. The Government will provide the Contractor with layout information that will include the Northing, Easting, and Elevations for centerline of roads, culverts, spurs and parking areas, edge of parking areas, and corners of buildings and other structures.

2.2 STAKES

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

Colors used on stakes or for flagging shall be as follows:

1. Roads, parking lots, and parking spurs -Orange

2. Waterlines, utilities, and culverts -Blue

3. Buildings, excavation and grading -Yellow

2.3 SURVEY NOTE PAPER AND BOOKS

CONSTRUCTION STAKING 010250-2

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. 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 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. Culverts

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

a. The actual field measured length

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

CONSTRUCTION STAKING 010250-3

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 Pads

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 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

CONSTRUCTION STAKING 010250-4

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

June 2013

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-1

MIDDLE KYLE ADMINISTRATION SITE

SECTION 011250 - MEASUREMENT AND PAYMENT WITH ASPHALT

PART 1 - GENERAL

1.1 SUMMARY

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

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

1.2 DETERMINATION OF QUANTITIES

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

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

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

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

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

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

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

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

60°F by means of the following formula:

Gallons at 60°F = Gallons at A°F

1+0.00025 (A°F - 60°F)

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

a. For vehicular shipments, net certified scale weights or weights based on certified volumes will be used as a basis of measurement. Measurements will be adjusted

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-2

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.

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.

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-3

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. CONTRACT QUANTITIES (CQ) - 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.

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

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-4

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 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

MOBILIZATION 011900-1

MIDDLE KYLE ADMINISTRATION SITE

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

SUBMITTAL PROCEDURES 013300-1

MIDDLE KYLE ADMINISTRATION SITE

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.

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

SUBMITTAL PROCEDURES 013300-2

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, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Notation of dimensions established by field measurement.

SUBMITTAL PROCEDURES 013300-3

2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

D. Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

E. Samples: Prepare physical units of materials or products, including the following:

1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

2.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

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

CO will not return copies.

2. Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."

B. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

C. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

D. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

E. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

PART 3 - EXECUTION

3.1 GENERAL

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

C. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

SUBMITTAL PROCEDURES 013300-4

D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

E. Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

F. Requests for substitutions will only be considered if contractor submits the following:

1. Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution. Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

2. Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

3. A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

4. The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

3.2 SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required submittals for the project - the table is to assist the Contractor and may not be all inclusive – additional submittals may be required by specific specifications:

TABLE 013000-1

Spec.

Section

Section Title Subsec tion Required Submittal

010250 Construction Staking 3.6 A Survey Notes

014100 Quality Control 1.3 B Contractor quality control plan

014100 Quality Control 1.3 B Qualification Data

014100 Quality Control 1.3 C Quality Control Daily Reports

014100 Quality Control 1.3 E Test and inspection reports

014100 Quality Control 1.3 G As-Built drawings

014100 Quality Control 1.3 H Permits, Licenses, and Certificates

014100 Quality Control 3.2 A Quality Control Plan

014100 Quality Control 3.5 A As-Built Drawings

015100 Temporary Traffic Control 1.1 A Traffic Control Plan

015100 Temporary Traffic Control 1.1 A Safety Plan

017419 Construction Waste Management and Disposal

1.4A Waste Management Plan

017419 Construction Waste Management and Disposal

1.4 B Waste Reduction Progress Reports

017419 Construction Waste Management and Disposal

1.4 C Waste Reduction Caluculations

017419 Construction Waste Management and Disposal

1.4 D Records of Donations

017419 Construction Waste Management and 1.4 E Records of Sales

SUBMITTAL PROCEDURES 013300-5

Spec.

Section

Section Title Subsec tion Required Submittal

Disposal

017419 Construction Waste Management and Disposal

1.4 F Recycling and Processing Facility

Records

017419 Construction Waste Management and Disposal

1.4G Landfill and Incinerator Disposal Records

017823 Operation and Maintenance Data

1.2 Emergency, Operation and

Maintenance Manuals

018113 Sustainable Design Requirements 1.4 A Recycled Content Documentation

018113 Sustainable Design Requirements 1.4 B Building Flush-Out Documentation

018113 Sustainable Design Requirements 1.4 C VOC Limit Data

018113 Sustainable Design Requirements 1.5 Project Materials Cost Data

019113 General Commissioning Requirements 1.8 A Tests and Inspection Reports

019113 General Commissioning Requirements 1.8 B Certification

023701 Sediment & Erosion Control Measures 1.2A Sediment & Erosion Control Plan

033000 Cast-in-Place Concrete 1.3A Product Data

033000 Cast-in-Place Concrete 1.3B Design Mix(es)

033000 Cast-in-Place Concrete 1.3C Steel Shop Drawings

033000 Cast-in-Place Concrete 1.3D Material Test Reports

033000 Cast-in-Place Concrete 1.3E Material Certificates

033000 Cast-in-Place Concrete 1.3F Field Quality Control Test Reports

033000 Cast-in-Place Concrete 3.1 Concrete Placement Schedule

042200 Unit Masonry Assemblies 1.2A Product Data

042200 Unit Masonry Assemblies 1.2B Steel Shop Drawings

042200 Unit Masonry Assemblies 1.2C Samples

042200 Unit Masonry Assemblies 1.3A Material Certificates

042200 Unit Masonry Assemblies 1.3B Mix Designs

051200 Structural Steel Framing 1.4A Product Data

051200 Structural Steel Framing 1.4B Sustainable Submittals

051200 Structural Steel Framing 1.4C Shop Drawings

051200 Structural Steel Framing 1.4D Welding Certificates

051200 Structural Steel Framing 1.4E Mill Test Reports

052100 Steel Joist Framing 1.2A Product Data

052100 Steel Joist Framing 1.2B Sustainable Submittals

052100 Steel Joist Framing 1.2C Shop Drawings

052100 Steel Joist Framing 1.3A Welding Certificates

052100 Steel Joist Framing 1.3B Manufacturer Certificates

052100 Steel Joist Framing 1.3C Mill Test Reports

053100 Steel Decking 1.2A Product Data

053100 Steel Decking 1.2B Shop Drawings

053100 Steel Decking 1.3A Welding Certificates

053100 Steel Decking 1.3B Product Certificates

053100 Steel Decking 1.3C Field Quality Control Reports

053100 Steel Decking 1.3D Product Data

064023 Interior Architectural Wood Work 1.4A Product Data

064023 Interior Architectural Wood Work 1.4B Samples

SUBMITTAL PROCEDURES 013300-6

Section

Section Title Subsec tion Required Submittal

071113 Bituminous Damproofing 1.2A Product Data

072100 Thermal Insulation 1.2A Product Data

072100 Thermal Insulation 1.2B,C Reports

074113 Metal Roof Panels 1.5A Product Data

074113 Metal Roof Panels 1.5B Product Test Reports

074113 Metal Roof Panels 1.5C Shop Drawings

074113 Metal Roof Panels 1.5D Calculations

074113 Metal Roof Panels 1.5E Samples for Verification

074113 Metal Roof Panels 1.5F Portable Roll-Forming Equipment

Certificate

074113 Metal Roof Panels 1.5G Maintenance Data

074213 Metal Wall Panels 1.4A Product Data

074213 Metal Wall Panels 1.4B Sustainable Submittals

074213 Metal Wall Panels 1.4C Shop Drawings

074213 Metal Wall Panels 1.4D Samples

074213 Metal Wall Panels 1.4E Delegated-Design Submittal

074213 Metal Wall Panels 1.5A Shop Drawings

074213 Metal Wall Panels 1.5B Product Test Reports

074213 Metal Wall Panels 1.6A Maintenance Data

074213 Metal Wall Panels 1.6B Warranty Data

079200 Joint Sealants 1.2A Product Data

079200 Joint Sealants 1.2B Samples

081111 Hollow Metall Doors and Frames 1.3A Product Data

081111 Hollow Metall Doors and Frames 1.3B Shop Drawings

081111 Hollow Metall Doors and Frames 1.3C Schedule

081416 Flush Wood Doors 1.2A Product Data

081416 Flush Wood Doors 1.2B Shop Drawings

081416 Flush Wood Doors 1.2C Samples for Selection

081416 Flush Wood Doors 1.2D Warranty

083113 Access Doors and Frames 1.2A Product Data

083613 Overhead Coiling Doors 1.3A Product Data

083613 Overhead Coiling Doors 1.3B Shop Drawings

084113 Aluminum-Framed Entrances and

Storefronts 1.3A

Product Data

084113 Aluminum-Framed Entrances and

Storefronts 1.3B

Shop Drawings

084113 Aluminum-Framed Entrances and

Storefronts 1.3C

Samples

084113 Aluminum-Framed Entrances and

Storefronts 1.3D

Entrance Door Hardware Schedule

084113 Aluminum-Framed Entrances and

Storefronts 1.3E

Delegaterd-Design Submittal

084113 Aluminum-Framed Entrances and

Storefronts 1.4A

Warranty Data

084113 Aluminum-Framed Entrances and 1.5A Maintenance Data

SUBMITTAL PROCEDURES 013300-7

Section

Section Title Subsec tion Required Submittal

Storefronts

085113 Aluminum Windows 1.3A Product Data

085113 Aluminum Windows 1.3B Shop Drawings

085113 Aluminum Windows 1.3C Product Schedule

085113 Aluminum Windows 1.4A Product Test Reports

085113 Aluminum Windows 1.4B Warranties

087100 Door Hardware 1.2A Product Data

087100 Door Hardware 1.2C Maintenance Data

087100 Door Hardware 1.2D Warranty

087100 Door Hardware 1.2E.1 Door Hardware Sets

087100 Door Hardware 1.2E.2 Keying Scheudule

088000 Glazing 1.4A Product Data

088000 Glazing 1.4B Product Certificates

088000 Glazing 1.8A, B, C

Warranties

092216 Non-Structural Metal Framing 1.2A Product Data

092216 Non-Structural Metal Framing 1.2B Sustainable Submittals

092900 Gypsum Board 1.2A Product Data

092900 Gypsum Board 1.2B Percent Recycled Materials

093000 Tiling 1.4A Product Data

093000 Tiling 1.4B Samples

095110 Acoustical Panel Ceilings 1.4A Product Data

095110 Acoustical Panel Ceilings 1.4B Coord. Drawings

095110 Acoustical Panel Ceilings 1.4C Samples for Selection

095110…