Solar WS Project Specs.pdf

ARRA Project # CIM-0900-4F-734-0909-01

Project Document Generated by Masterworks: January 12, 2010

PROJECT SPECIFICATIONS

Solar Powered Water Supply Systems – Superior NF

ARRA Project #CIM-0900-4F-734-0909-01

Table of Contents:

SECTION 011100 - SUMMARY

SECTION 011400 - WORK RESTRICTIONS

SECTION 012700 - UNIT PRICES

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 014000 - QUALITY CONTROL

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

SECTION 017000 - EXECUTION REQUIREMENTS

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 022310 – CLEARING AND GRUBBING

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 042000 - UNIT MASONRY

SECTION 061000 - ROUGH CARPENTRY

SECTION 062013 - EXTERIOR FINISH CARPENTRY

SECTION 073113 - ASPHALT SHINGLES

SECTION 087100 - DOOR HARDWARE

SECTION 099113 - EXTERIOR PAINTING/STAINING

SECTION 221114 - WATER DISTRIBUTION

SECTION 221115 – WATER SYSTEM CLEANING, TESTING AND DISINFECTION

SECTION 221223 - FACILITY INDOOR POTABLE-WATER STORAGE TANKS

SECTION 260501 – SOLAR POWER

SECTION 312000 - EARTH MOVING

SECTION 332100 - WATER SUPPLY WELLS

ARRA Project #CIM-0900-4F-734-0909-01

SECTION 011100 - SUMMARY

PART 1 - GENERAL

1.1 PROJECT IDENTIFICATION

A. Project Name and Location:

1. Construct two solar-powered water supply systems in the Kawishiwi Ranger District of the Superior National Forest. See Site Plan Drawings for locations.

B. Project Summary Description: The project includes but is not limited to the following work:

1. South Kawishiwi River Campground

: Clearing and grubbing and construction of a new water supply well and well house in the main campground camping loop in a location as staked by the COR and as per the Drawings and Specifications. Contractor shall furnish and install a completely functional solar powered well pumping system as specified including but not limited to the following equipment: well pump, solar panel(s) and mounting pole, pump controls and float system, water storage tank, electrical wiring, water supply pipe and fittings and a water supply faucet on the well house.

2. Birch Lake Campground

C. Government or Owner refers to the USDA Forest Service. Contracting Officer (CO) refers to the person assigned by the USDA Forest Service to administer the Contract. Soon after Contract award, the Contracting Officer will designate a Contracting Officers Representative (COR).

: Clearing and grubbing of an abandoned access road and construction of a new water supply well and well house in the proposed group camp camping loop in a location as staked by the COR and as per the Drawings and Specifications. Contractor shall furnish and install a completely functional solar powered well pumping system as specified including but not limited to the following equipment:

well pump, solar panel(s) and mounting pole, pump controls and float system, water storage tank, electrical wiring, water supply pipe and fittings and a water supply faucet on the well house.

1.2 GENERAL REQUIREMENTS

A. The Government DRAWINGS and SPECIFICATIONS are the basis for this Contract.

B. The Work shall closely conform to the DRAWINGS and SPECIFICATIONS. Those products listed in the SPECIFICATIONS are preferred products, chosen for compatibility, longevity, durability and quality. The contract proposal price must be based on the specified products.

However, equal or better alternatives will be considered and are encouraged, to be submitted with the Proposal. The Proposal must clearly state the alternatives and the price difference (if any) between the specified product and the alternative. Selection or acceptance of an alternate product (or method) is completely at the discretion of the Government.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011000

SECTION 011400 - WORK RESTRICTIONS

PART 1 - GENERAL

1.1 CONTRACTOR USE OF PREMISES

A. The Government will conduct a pre-construction survey with the Contractor to review and document the existing project conditions prior to construction.

B. The Government will stake the position of the well drilling site and the location of the building over the well.

C. The Contractor shall confine operations to those areas Indicated on the Drawings. The Contractor shall permit continued use of the campgrounds throughout the construction.

Work shall be performed Monday through Friday, 8:00 AM through 6:00 PM. Work on federally recognized holidays is not permitted. Deviations to this work schedule are permitted only by written authorization of the COR.

D. Provide 14 day advance notice to the COR of any on-site work.

E. The Contractor shall limit use of the premises to the work in areas indicated.

1. Confine operations at the site to areas indicated.

2. Schedule deliveries to minimize on-site storage of material and equipment.

3. Repair damage caused by construction operations.

4. Take precautions to protect the public.

5. Space on the premises is available for the Contractor's storage and related activities.

6. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or salvaged as Government property, shall become the property of the Contractor and shall be promptly removed from the site.

F. Drinking water and vault toilet facilities are available within the campground near the new solar water system sites for use by the construction personnel, free of charge.

1.2 GOVERNMENT OCCUPANCY

A. The Government will occupy the site during the construction. Cooperate with Government and other Contractors during construction operations to minimize conflicts and facilitate usage.

Perform the Work in a manner that does not interfere with the Government's operations.

PART 2 - PRODUCTS & EXECUTION (Not Applicable)

END OF SECTION 011400

SECTION 012700 - UNIT PRICES

1.1 SUMMARY

A. A unit price provides an amount proposed by the Contractor and stated on the Schedule of Items as a price per unit of measurement for materials or services.

B. Unit prices include all necessary material and labor costs, overhead, profit, taxes, shipping and other related expenses for the added or deducted work.

1.2 PROCEDURES

A. Measurement: Method of measurement for each unit price is specified in the specification section applicable to the work.

B. Methods of Measurement:

1. Lump Sum Quantities (LS): These quantities denote one complete unit of work as required by or described in the Contract, including all necessary materials, equipment, and labor to complete the job. They will not be measured.

2. Each (Ea): These quantities denote one complete unit of work as required by or described in the Contract, including all necessary materials, equipment, and labor to complete the job. They will not be measured.

3. Linear Feet (lf): These quantities will be measured along the length of the item being installed to the nearest foot.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 012700

SECTION 013300 - SUBMITTAL PROCEDURES

1.1 SUMMARY

A. This Section and FAR 52.236-21 include requirements for Shop Drawings, as defined by FAR 52.236-21. Shop drawings may include drawings, specifications, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data furnished by the Contractor to explain in detail specific portions of the work required by the Contract.

B. This section includes requirements for Product Data. Product Data includes manufacturer's standard catalogs, pamphlets and other printed materials, and includes but is not limited to the following: product specifications and installation instructions, color charts and catalog cuts, rough-in diagrams and templates, wiring diagrams, performance curves, operational range diagrams, mill reports, test reports and code approvals

C. This section includes other quality assurance submittals such as certifications of compliance or conformance, manufacturer's instructions and field reports, and mix designs.

1.2 GENERAL SUBMITTAL REQUIREMENTS

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

1. Allow sufficient time for submittal review, corrections following the initial review and re-submittal review before activities scheduled after the submittal approval.

2. Incomplete submittals will be returned to the Contractor with no further review. Delays due to incomplete or rejected submittals will not be excused.

B. Submittal Transmittal: Transmit each submittal from the Contractor to the Government by use of a transmittal form. Minimally include the following information on the transmittal form.

1. Project name, number and date.

2. Name, address and telephone number of firm or entity that prepared the submittal

3. Names of subcontractor, manufacturer and supplier, as applicable.

4. Category and description of submittal.

5. Certification by Contractor stating that submittal complies with the Contract, or statement of deviations from the requirements of the Contract.

6. Signature of transmitter.

7. Space to record Contractor's review and approval markings, and for Government action.

1.3 SHOP DRAWINGS

A. Submittals: Submit three prints of each drawing submittal. One print will be marked with action taken and returned. Distribution: When submittal is approved, the Contractor shall prepare and submit three final copies.

1.4 PRODUCT DATA

A. Collect Product Data into a single submittal for each system or element of construction. Mark each copy to show specific product choices and options applicable to the project. Product Data shall include the following information, where applicable:

1. Manufacturer's printed recommendations.

2. Compliance with recognized trade association standards.

3. Compliance with recognized testing standards.

4. Applicability of testing agency labels and seals.

5. Notation of dimensions verified for fit by field measurements.

6. Notation of coordination requirements.

B. Preliminary Submittal: Prior to submittal of complete Product Data, submit a preliminary single copy of that part of Product Data when selection of options is required, such as for color charts.

Preliminary submittal will be returned, with selection noted, for the Contractor's use in subsequent submittals.

C. Submittals: Unless otherwise indicated, submit 3 copies of each Product Data submittal. Two copies will be retained, and the remaining copy will be marked with action taken and returned.

D. Material and Product substitution shall be in accordance with FAR 52.211-6.

1.5 OTHER QUALITY ASSURANCE SUBMITTALS

A. Submit other quality assurance submittals in compliance with requirements in the individual specification sections.

1.6 REVIEW ACTION ON SUBMITTALS

A. Except for submittals for the record or for information or for another purpose where no action and return is required, the Government will review submittals and mark returned copies to indicate action taken within a maximum time period of 15 days.

B. Submittals that do not contain an appropriate marking of approval by the Government shall not be used for construction.

PART 2 - PRODUCTS and PART 3 - EXECUTION (Not Applicable)

END OF SECTION 013300

SECTION 014000 - QUALITY CONTROL

1.1 SUMMARY

A. This section, FAR 52.246-1 and FAR 52.246-12 include requirements for quality control services to verify quality assurance requirements specified elsewhere in the Contract.

B. This section includes requirements for quality control services: Class 5 aggregate material gradation tests and compaction tests, water tests, and concrete cylinder, slump and air tests.

1.2 RESPONSIBILITIES

A. The Contractor shall provide for tests, inspections and other quality control services where specified in the Contract or when required by authorities having jurisdiction. Costs for these services are included in the Contract price. The Contractor shall maintain complete inspection records and make them available to the government.

B. The Contractor shall employ and pay for a qualified independent testing agency (Testing Agency) to perform the quality control services.

C. The Contractor is responsible for retesting, including repeated inspections and other services, where results of the initial tests, inspections or other quality control services indicate noncompliance with the requirements of the Contract.

D. The Testing Agency shall provide qualified personnel to perform required inspections and tests.

E. The Testing Agency shall be an accredited entity engaged to perform tests or inspections, and to report on and, if required, to interpret results of those tests or inspections.

1.3 SUBMITTALS

A. The Contractor shall submit a certified written report, in duplicate, of each test, inspection or other quality control service to the Government.

PART 2 - PRODUCTS AND PART 3 - EXECUTION (Not applicable)

END OF SECTION 014000

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 SUMMARY

A. Provide temporary support facilities, protection and controls required for construction activities in accordance with this specification and FAR 52.236-10. Provide project work signs and secured areas to direct safe construction operations. Comply with industry standards, codes, and applicable regulations.

PART 2 - PRODUCTS – Not applicable

PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES

A. Temporary Heat and Ventilation: Provide temporary heat and ventilation required, including curing or drying completed installations and protecting construction from adverse effects of low temperatures and high humidity. Protect personnel from fumes and other harmful effects.

3.2 TEMPORARY SUPPORT FACILITIES

A. Provide temporary enclosures for protection of construction. Collect waste daily and dispose of material lawfully.

3.3 TEMPORARY PROTECTION FACILITIES

A. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Use appropriate colors, graphics, and warning signs.

Where appropriate and needed, provide lighting, including flashing red or amber lights.

3.4 OPERATION, TERMINATION, AND REMOVAL

A. Maintain facilities in good operating condition until removal. Each temporary facility shall be removed when its service has ended.

END OF SECTION 015000

SECTION 017000 - EXECUTION REQUIREMENTS

1.1 SUMMARY

A. This section, FAR 52.236-5, FAR 52.236-12 and FAR 52.236.17 include certain general procedural requirements governing the Contractor's execution of the Work, including, but not limited to laying out the Work, general installation of products, correction of defective Work, and cleaning.

1.2 QUALITY ASSURANCE

A. Where installations include manufactured products, comply with manufacturer's applicable installation instructions and recommendations to the extent that they do not conflict with other requirements in the Contract. The Government shall be immediately notified of conflicts between manufacturer’s instructions and the Contract.

B. The quality level or quantity shown or specified shall be the minimum required for the Work.

Except as otherwise indicated, the Work shall comply exactly with that minimum or may be superior to that minimum. Specified numeric values are either minimums or maximums as indicated or as appropriate for the context of the requirements.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 LAYING OUT THE WORK

A. Before proceeding to lay out the Work, verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered notify the Government promptly.

B. Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other construction.

3.2 PREPARATION

A. The Contractor is responsible for maintaining and replacing of staking.

B. Furnish information necessary to adjust, move, or relocate existing structures, services, or other appurtenances located in or affected by construction.

C. Take field measurements as required to fit the Work properly.

3.3 INSTALLATION

A. Locate the Work and components of the Work accurately. Make vertical work plumb and horizontal work level, unless otherwise indicated on the Drawings.

B. Install products at the time and under conditions that will produce satisfactory results.

C. Conduct construction operations so that no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

D. Provide anchors and fasteners as required to withstand stresses, vibration and physical distortion. Anchor components securely, accurately located and aligned with other Work.

3.4 CORRECTION OF DEFECTIVE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

B. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired to operate properly. Remove and replace chipped, scratched or broken surfaces.

3.5 CLEANING

A. Maintain the project site and work areas free of waste material and debris. Remove debris from concealed spaces prior to enclosing the space.

B. Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at the time of project completion.

3.6 PROTECTION

A. Protect installed work from soiling and damage. Provide appropriate protective coverings for work that might be damaged by subsequent operations. Maintain protective coverings in place.

END OF SECTION 017000

SECTION 017700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes requirements for Contract close out.

1.2 FINAL ACCEPTANCE

A. Preliminary Procedures: Before requesting inspection for Final Acceptance, complete the following:

1. Submit final payment request with releases and supporting documentation not previously submitted and accepted.

2. Submit an updated final statement accounting for final additional changes to the Contract price.

3. Submit a certified copy of the previous Substantial Completion inspection list of items.

4. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents.

5. Submit record documents and similar final record information.

6. Deliver tools, spare parts, extra stock and similar items.

7. Complete final clean-up requirements including touch-up painting of marred surfaces.

B. Final Inspection Procedure: The Government will inspect the Work upon receipt of notice from the Contractor that the Work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to the

CO.

1. Upon completion of inspection, the CO will notify the Contractor of Final Acceptance or will advise the Contractor of Work that it is incomplete or of obligations that have not been fulfilled and are required for Final Acceptance.

1.3 RECORD DOCUMENT SUBMITTALS

A. Record Drawings: Maintain a clean, undamaged set prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark the drawing that is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

B. Record Product Data: Maintain one copy of each Product Data submittal. Note related Change Orders and markup of Record Drawings and Specifications.

1. Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site and from the manufacturer’s installation instructions and recommendations.

2. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily determined later by direct observation.

1.4 OPERATION AND MAINTENANCE MANUALS

A. Organize operation and maintenance data in suitable sets of manageable size (2 copies). Bind properly indexed data in individual, heavy-duty, 2-inch (51 mm), 3-ring, vinyl-covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information.

1. Emergency instructions.

2. Spare parts lists.

3. Copies of warranties.

4. Wiring diagrams.

5. Inspection procedures.

6. Shop Drawings and Product Data.

1.5 UTILITY LINES SITE PLAN

A. Provide an accurately dimensioned site plan showing survey location and elevation of all utility lines, including valves, connections and changes in direction, as installed under the Contract within property lines and outside of building walls.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 CLOSEOUT PROCEDURES

A. Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires regular maintenance to meet with the Government’s personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer’s representatives or installers.

Include the following:

1. Maintenance manuals.

2. Record documents.

3. Identification systems.

4. Control sequences.

5. Hazards.

6. Warranties and bonds.

B. As part of instruction for operating equipment, demonstrate the following procedures to site maintenance personnel AND include in the Operation and Maintenance Plan:

1. Startup.

2. Shutdown.

3. Emergency operations.

4. Safety procedures.

3.2 FINAL CLEANING

A. Compliance: Sweep out buildings, wipe down exterior and interior walls, shelves and equipment. Do not burn waste materials. Do not bury debris or excess materials on Government property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of it lawfully.

END OF SECTION 017700

SECTION 022310 – CLEARING AND GRUBBING

1.1 SUMMARY

A. Section Includes: Clearing of vegetation, and grubbing of stumps, roots, and debris; disposal of unutilized materials; and other incidental work related to preparing the site for later use.

B. Related Sections:

1.2 DEFINITIONS

A. Clearing: Clearing shall consist of the felling, trimming, and cutting of obstructions such as trees into sections and the satisfactory disposal of the trees and other surface vegetation designated for removal, including down timber, snags, brush, and rubbish occurring in the areas to be cleared.

B. Grubbing: Grubbing shall consist of the removal and disposal of below-surface stumps, roots larger than 3-inches (75 millimeters) in diameter, and matted roots from the designated grubbing areas.

1.3 PROJECT/SITE CONDITIONS

A. Work Limits: Work limits will be staked (or flagged) and control points established by the Government. Scalping of topsoil during clearing operations will not be permitted.

B. Burning of Slash: Burning of slash by the Contractor shall not be permitted.

C. Landscape Preservation: Protect vegetation outside the work limits from injury. Existing trees and shrubs shall not be disturbed or damaged.

1.4 MEASUREMENT AND PAYMENT

A. METHOD OF MEASUREMENT

1. Units: The work described in this section will be measured and paid for by the number of acres and fractions of acres measured to the nearest 1/10 acre, cleared and grubbed within the work limits specified.

B. BASIS OF PAYMENT

1. Payment: Prices and payment will be full compensation for the work described in this section. Payment will be made under:

Pay Item Pay Unit

022310 Clearing and Grubbing Acre

PART 2 - PRODUCTS

2.1 PREPARED PRODUCTS

A. Tree Wound Paint: Bituminous based material of standard manufacture specially formulated for tree wounds.

2.2 EQUIPMENT

A. Spark Arresters: Shall meet the requirements of the U.S. Forest Service Spark Arrester Guide, Volume 2, dated 1993.

PART 3 - EXECUTION

3.1 PROTECTION

A. Roads and Walks: Keep roads and walks free of dirt and debris at all times.

B. Existing Facilities: Protection shall be according to Section 01500 - Temporary Facilities and Controls.

C. Utility Lines: Protect existing utility lines that are indicated to remain from damage. Notify the Government immediately of damage to or an encounter with an unknown existing utility line.

The Contractor shall be responsible for the repairs of damage to existing utility lines that are indicated or made known to the Contractor prior to the start of clearing and grubbing operations.

3.2 CLEARING

A. Requirements: Clear trees, stumps, roots, brush, and other vegetation in areas to be graded; cut off flush with or below the original ground surface, except such trees and vegetation indicated or directed to be left standing. Trees designated to be left standing within the cleared areas shall be trimmed of dead branches 1-1/2 inches (and larger) to a height of 12 feet. Limbs and branches to be trimmed shall be neatly cut close to the bole of the tree or main branches. Cuts more than 1-1/2 inches in diameter shall be painted with an approved tree-wound paint. Trees and vegetation to be left standing shall be protected from damage incident to clearing, grubbing, and construction operations by the erection of barriers or by such other means as the circumstances require.

3.3 GRUBBING

A. Requirements: Roots and stump material to be grubbed, together with logs and other organic debris not suitable for foundation purposes, shall be removed to a depth of not less than 18 inches below the original surface level of the ground in areas indicated to be grubbed and in areas indicated as construction areas under this contract, such as areas for buildings, and areas to be paved. Depressions made by grubbing shall be filled with suitable material and compacted to make the surface conform with the original adjacent surface of the ground.

3.4 EXPLOSIVES

A. The use of explosives for clearing and grubbing is prohibited.

3.5 TIMBER SALVAGE

A. Trees and Limbs, 8-inch Diameter and Larger: Trim limbs, cut into 8 -foot log lengths, and deck in a location as directed by the Government. The decked materials will remain the property of the Government.

B. Trees and Limbs, 4-inch to 8-inch Diameter: Cut logs into 4-foot lengths and deck in a location on the project sit as directed by the Government. The decked material will remain the property of the Government.

3.6 DISPOSAL

A. Slash Disposal Requirements: Tree trunk and limb material less than 4-inch Diameter that is not to be salvaged shall be stockpiled at a location within 5 miles of the project site to be burned by the Government. Burning by the Contractor will not be permitted.

B. Stump and Root Disposal Requirements: All stumps and root material shall become the property of the Contractor for disposal outside of the project limits.

END OF SECTION 02231

SECTION 033000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes.

B. See Section "Earth Moving" for earthwork.

1.2 SUBMITTALS

A. Design Mixtures: For each concrete mixture.

B. Material test reports and certificates. Three concrete test cylinders shall be collected and tested by the Contractor’s Testing Agency per pour. Test one cylinder at 7 days and 2 at 28 days.

1.3 QUALITY ASSURANCE

A. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:

1. ACI 301, "Specification for Structural Concrete."

2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

2.2 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615/A, Grade 60, deformed.

B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or pre-cast concrete according to CRSI's "Manual of Standard Practice."

2.3 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type IA.

B. Normal-Weight Aggregates: ASTM C 33, graded, 3/4" nominal maximum coarse-aggregate size.

1. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94/C 94M and potable.

D. Air-Entraining Admixture: ASTM C 260.

E. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

2.4 VAPOR RETARDERS

A. Plastic Vapor Retarder: ASTM E 1745.

2.5 CURING MATERIALS

A. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet or curing spray compound (such as “Cure-N-Seal) conforming to ASTM C309-07 and/or

ASTM C1315-03.

B. Water: Potable.

2.6 CONCRETE MIXTURES

A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301.

B. Proportion normal-weight concrete mixture as follows:

1. Minimum Compressive Strength: 4000 psi at 28 days.

2. Slump Limit: 4 inches max.

3. Air Content: 5-1/2percent, plus or minus 1.5 percent at point of delivery for 3/4-inch nominal maximum aggregate size.

4. Minimum cement content of 611 pounds per cubic yard (6 ½ bag mix).

2.7 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

2.8 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C and ASTM C 1116, and furnish batch ticket information.

1. When air temperature is between 85 and 90 deg F reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

PART 3 - EXECUTION

3.1 FORMWORK

A. Design, erect, shore, brace, and maintain formwork according to ACI 301 to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.

B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.

C. Chamfer exterior corners and edges of permanently exposed concrete, including all 4 edges of the well house slab.

3.2 EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

3.3 STEEL REINFORCEMENT

A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.

3.4 CONCRETE PLACEMENT

A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. Give the Government 24 hour advance notice prior to placement of concrete.

B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. Deposit concrete to avoid segregation. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.

C. Cold-Weather Placement: Comply with ACI 306.1.

D. Hot-Weather Placement: Comply with ACI 301.

3.5 FINISHING FLOORS AND SLABS

A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces.

B. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces. While concrete is still plastic, slightly scarify surface with a fine broom. Comply with flatness and levelness tolerances for trowel finished floor surfaces.

3.6 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather protection during curing.

B. Cure concrete according to ACI 308.1, by one or a combination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.

2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape.

3. Apply curing compound as per ASTM C309-07 and ASTM C1315-03. Color shall be clear and as per manufacturer’s recommendations

3.7 FIELD QUALITY CONTROL

A. Contractor shall engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports.

1. Testing Services: Tests shall be performed according to ACI 301.

END OF SECTION 033000

SECTION 042000 - UNIT MASONRY

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes unit masonry assemblies consisting of the following:

1. Concrete masonry units (CMUs).

1.2 PROJECT CONDITIONS

A. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions

B. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in

ACI 530.1/ASCE 6/TMS 602.

PART 2 - PRODUCTS

2.1 CONCRETE MASONRY UNITS (CMUs)

A. Shapes: Provide special shapes for corners, jambs, and other special conditions.

B. Concrete Masonry Units: ASTM C 90.

1. Weight Classification: Normal weight.

2.2 MORTAR AND GROUT MIXES

A. General: Do not use admixtures, unless otherwise indicated.

1.

2. Limit cementitious materials in mortar for exterior masonry to portland cement and lime.

Do not use calcium chloride in mortar or grout.

3. Add cold-weather admixture (if used) at same rate for all mortar that will be exposed to view, regardless of weather conditions, to ensure that mortar color is consistent.

B. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specification.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Use full-size units without cutting if possible. If cutting is required, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces, where possible, with cut edges concealed.

3.2 MORTAR BEDDING AND JOINTING

A. Lay hollow concrete masonry units as follows:

1. With face shells fully bedded in mortar and with head joints of depth equal to bed joints.

2. With webs fully bedded in mortar in all courses of piers, columns, and pilasters.

B. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness, unless otherwise indicated.

C. Construct vermin proof weeps through the masonry wall at the floor slab near each corner of the building and near the midpoint of each wall.

3.3 CLEANING

A. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints.

END OF SECTION 042000

SECTION 061000 - ROUGH CARPENTRY

1.1 SUMMARY

A. This Section includes the following framing with dimension lumber.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated.

2.2 WOOD-PRESERVATIVE-TREATED LUMBER

A. Preservative Treatment by Pressure Process: AWPA UC4A or higher. Each piece of lumber shall have a tag on it stating it meets UC4A.

B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent.

C. Application: Treat all rough carpentry and shelving

1. Wood sills, sleepers, blocking, and similar concealed members in contact with masonry or concrete.

2. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls.

3. Shelf and stand in building under water tank and plumbing.

2.3 DIMENSION LUMBER FRAMING

A. Maximum Moisture Content: 19 percent.

B. Exposed Exterior Framing Indicated to Receive a Stained or Natural Finish: Provide material hand-selected for uniformity of appearance and freedom from characteristics, on exposed surfaces and edges, that would impair finish appearance, including decay, honeycomb, knot-holes, shake, splits, torn grain, and wane.

C. Species and Grade: #2 SPF, SP, or DF or better.

2.4 MISCELLANEOUS LUMBER

A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including blocking and nailers.

B. For items of dimension lumber size, provide Construction or No. 2 grade lumber with 19 percent maximum moisture content of any species.

2.5 PLYWOOD BACKING PANELS

A. Electrical Equipment Backing Panels: DOC PS 1, Exposure 1, C-D Plugged, in thickness indicated or, if not indicated, not less than 1/2-inch nominal thickness.

2.6 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified.

1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M.

B. Power-Driven Fasteners: NES NER-272.

C. Bolts: Steel bolts complying with ASTM A 307, Grade A with ASTM A 563 hex nuts and, where indicated, flat washers.

2.7 METAL FRAMING ANCHORS

A. Basis-of-Design Products: Subject to compliance with requirements, provide comparable products by one of the following:

1. Simpson Strong-Tie Co., Inc.

2. USP Structural Connectors.

B. Galvanized Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit.

B. Metal Framing Anchors: Install metal framing to comply with manufacturer's written instructions.

C. Do not splice structural members between supports, unless otherwise indicated.

D. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber.

E. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following:

1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code.

END OF SECTION 061000

SECTION 062013 - EXTERIOR FINISH CARPENTRY

1.1 SUMMARY

A. This Section includes Exterior T-111 plywood siding and pine trim boards.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Lumber: DOC PS 20 and applicable grading rules of inspection agencies certified by ALSC's Board of Review.

2.2 FASCIA AND TRIM

A. Any western or local softwood species graded and inspected by WWPA complying with the following requirements:

1. Species and Grade: Douglas fir, Hemlock, Ponderosa pine or Red pine – C-Select.

2. Maximum moisture content: 19 percent

3. Face surface: Smooth.

2.3 T-111 PLYWOOD SIDING

A. T-111 Exterior Grade plywood.

1. Any softwood species, exterior type, Medium Density Overlay (MDO/EXT-APA), 48" x

96".

a. Style: T 1-11, 8” o.c.

b. Thickness: ½”

c. Texture: Rough-sawn.

2.4 MISCELLANEOUS MATERIALS

A. Fasteners for Exterior Finish Carpentry: Provide nails or screws, in sufficient length to penetrate not less than 1-1/2 inches into wood substrate.

1. For applications not otherwise indicated, provide hot-dip galvanized steel fasteners.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Install exterior finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment.

1. Scribe and cut exterior finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer.

3.2 TRIM INSTALLATION

A. Install trim with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 24 inches long except where necessary.

1. Use scarf joints for end-to-end joints.

2. Stagger end joints in adjacent and related members.

B. Fit exterior joints to exclude water. Cope at returns and miter at corners.

3.3 SIDING INSTALLATION

A. Install panels with edges over framing or blocking.

B. Paint or stain factory panel edges and cut edges prior to installation and provide final paint or stain coat in field.

END OF SECTION 062013

SECTION 073113 - ASPHALT SHINGLES

1.1 SUMMARY

A. This Section includes the following:

1. Asphalt shingles.

2. Ice and water shield underlayment.

1.2 SUBMITTALS

A. Samples: For asphalt shingles.

1.3 WARRANTY

A. Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace asphalt shingles that fail in materials within specified warranty period.

1. Material Warranty Period: 30 years from date of Substantial Completion, prorated, with first 5 years no prorated.

2. Algae-Discoloration Warranty Period: Asphalt shingles will not discolor 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 GLASS-FIBER-REINFORCED ASPHALT SHINGLES

A. Multitab-Strip Asphalt Shingles: ASTM D 3462, glass-fiber reinforced, mineral-granule surfaced, and self-sealing.

1. Product specified:

a. “Certainteed LandMark Burnt Sienna”,30 year warranty.

B. Hip and Ridge Shingles: Site-fabricated units cut from asphalt shingle strips. Trim each side of lapped portion of unit to taper approximately 1 inch.

2.2 UNDERLAYMENT MATERIALS

A. Ice and Water Barrier underlayment: Self adhering, dual-layer composition, granulated asphalt surface, durable fiberglass mat with removable backer sheet. Engineered for cold climate installation. To be placed under all areas to be shingled.

a. Owens Corning “WeatherLock Cold Climate” (or approved equal).

2.3 RIDGE VENTS

A. Rigid Ridge Vent: Manufacturer's standard rigid section high-density polypropylene or other UV-stabilized plastic ridge vent with nonwoven geotextile filter strips and with external deflector baffles; for use under ridge shingles.

1. Available Products (or approved equal):

a. Air Vent Inc., a CertainTeed Company; ShingleVent II.

b. Owens Corning; VentSure Ridge Vent.

2.4 ACCESSORIES

A. Asphalt Roofing Cement: ASTM D 4586, Type II, asbestos free.

B. Roofing Nails: ASTM F 1667; aluminum, stainless-steel, copper, or hot-dip galvanized steel wire shingle nails, minimum 0.120-inch- diameter, barbed shank, sharp-pointed, with a minimum 3/8-inch- diameter flat head and of sufficient length to penetrate 3/4 inch into solid wood decking or extend at least 1/8 inch through OSB or plywood sheathing.

PART 3 - EXECUTION

3.1 UNDERLAYMENT INSTALLATION

A. Ice and Water barrier underlayment: Install one layer of ice and water shield on all surfaces of roof deck perpendicular to roof slope in parallel courses. Lap sides a minimum of 2 inches over underlying course. Lap ends a minimum of 4 inches. Stagger end laps between succeeding courses at least 72 inches. Self adhering.

3.2 ASPHALT SHINGLE INSTALLATION

A. Install asphalt shingles according to manufacturer's written instructions, recommendations in ARMA's "Residential Asphalt Roofing Manual," and asphalt shingle recommendations in NRCA's "The NRCA Roofing and Waterproofing Manual."

B. Install starter strip along lowest roof edge, consisting of an asphalt shingle strip at least 7 inches wide with self-sealing strip face up at roof edge.

1. Extend asphalt shingles 1/2 inch over fascia at eaves and rakes.

C. Fasten asphalt shingle strips with a minimum of four roofing nails located according to manufacturer's written instructions.

D. Ridge Vents: Install continuous ridge vents over asphalt shingles according to manufacturer's written instructions. Fasten with roofing nails of sufficient length to penetrate sheathing.

E. Ridge Cap Shingles: Maintain same exposure of cap shingles as roofing shingle exposure. Lap cap shingles at ridges to shed water away from direction of prevailing winds. Fasten with roofing nails of sufficient length to penetrate sheathing.

END OF SECTION 073113

SECTION 087100 - DOOR HARDWARE

1.1 SUMMARY

A. This Section includes commercial door hardware.

1.2 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. Warranty Period: Two years from date of Final Completion.

PART 2 - PRODUCTS

2.1 HINGES, GENERAL

A. Hinge Base Metal: Unless otherwise indicated, provide the following: Exterior Hinges:

Stainless steel, with stainless-steel pin.

B. Non-removable Pins: Provide set screw in hinge barrel that, when tightened into a groove in hinge pin, prevents removal of pin while door is closed; for out-swing exterior doors.

C. Fasteners: Comply with the following:

1. Machine Screws: For metal doors and frames. Install into drilled and tapped holes.

2. Screws: Phillips flat-head; machine screws (drilled and tapped holes) for metal doors.

Finish screw heads to match surface of hinges.

2.2 HINGES

A. Butts and Hinges: BHMA A156.1.

B. Template Hinge Dimensions: BHMA A156.7.

C. Available Manufacturers:

1. Hager Companies (HAG).

2. Stanley Commercial Hardware; Div. of The Stanley Works (STH).

2.3 LOCKS AND HANDLES, GENERAL

A. Provide heavy duty commercial grade, galvanized, tamper proof hasp for a government furnished padlock.

B. Provide heavy duty swinging door latch Model # N101-600 by National Manufacturing Division of Stanley (or equal) self latching door handle.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Mounting Heights: Mount door hardware units at heights indicated as follows unless otherwise indicated or required to comply with governing regulations.

B. Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to comply with referenced accessibility requirements.

END OF SECTION 087100

SECTION 099113 - EXTERIOR PAINTING/STAINING

1.1 SUMMARY

A. This Section includes surface preparation and the application of stain on the following exterior substrates:

1. Siding.

2. Trim.

3. Wood Entry Door (Both Sides).

4. All other exposed exterior wood surfaces.

PART 2 - PRODUCTS

2.1 PAINT, GENERAL

A. Material Compatibility:

1. Provide materials for use within each paint/stain system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

B. Colors: Ace Hardware “Oxford Brown – 111A140”

1. Stain furnished from another manufacturer must match the specified color and requires pre-approval by the COR.

C. Quality:

1. Provide manufacturer's best-quality solid color latex stain material of the various coating types specified that are factory formulated and recommended by manufacturer for application indicated. Stain-material containers not displaying manufacturer's product identification will not be acceptable.

2.2 MANUFACTURERS

A. Solid Color Latex Stain

1. Ace Hardware Corporation “WoodRoyal” Solid Color Latex-polyurethane fortified, House and Trim Stain. (or equal)

2. Other Manufacturers:

a. Sherwin-Williams

b. Pratt and Lambert

c. Pittsburg Paint (PPG)

d. Benjamin Moore

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.

B. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry.

1. Beginning coating application constitutes Contractor's acceptance of substrates and conditions. Do not apply paint when the humidity is greater than 80% and when rain is forecast within 24 hours.

3.2 PREPARATION AND APPLICATION

A. Comply with manufacturer's written instructions and recommendations.

B. Clean substrates of substances that could impair bond of stain, including dirt, oil, grease, and incompatible paints and encapsulants.

C. Apply stain to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines.

D. At completion of construction activities of other trades, touch up and restore damaged or defaced stained surfaces.

3.3 EXTERIOR PAINTING SCHEDULE

A. T-111 Siding, Wood Trim, Fascia, Soffits and Door.

1. Solid Color Latex Stain

a. Two Coats (self priming).

b. T-111 panel edges and cut edges incorporated into the work shall be stained prior to installation.

END OF SECTION 099113

SECTION 221114 - WATER DISTRIBUTION

1.1 SUMMARY

A. This Section includes water piping and appurtenances.

1.2 DEFINITIONS

A. The following are industry abbreviations for pipe materials:

1. HDPE: High density Polyethylene sometimes abbreviated PE

1.3 SUBMITTALS

A. Product Data: For piping and piping specialties, B. Field Quality-Control Test Reports: From Contractor.

C. Operation and Maintenance Data: For specialties to include in emergency, operation, and maintenance manuals.

1.4 QUALITY ASSURANCE

A. Product Options: Drawings indicate size, profiles, and dimensional requirements of piping and specialties and are based on the specific system indicated.

B. Regulatory Requirements:

1. Comply with standards of authorities having jurisdiction for potable-water-service piping, including materials, installation, testing, and disinfection.

C. Comply with ASTM F 645 for selection, design, and installation of thermoplastic water…