Attachment 3 Specifications.pdf

PROJECT MANUAL FOR:

STANFORDSTANFORDSTANFORDSTANFORD

BUBUBUBUNKHOUSENKHOUSENKHOUSENKHOUSE

PROJECT NO. PROJECT NO. PROJECT NO. PROJECT NO. ---- 12034312034312034312034320202020F0F0F0F0082082082082

STANFORDSTANFORDSTANFORDSTANFORD, , , , MTMTMTMT

Volume Volume Volume Volume 1111

Division Division Division Division 1111----14141414, 22, 23, 26, 27, 22, 23, 26, 27, 22, 23, 26, 27, 22, 23, 26, 27, , , , 31, 31, 31, 31, 32323232

Date: August 31, 2020

BID SPECIFICATIONS

ARARARARCHITECTCHITECTCHITECTCHITECT

MOSAIC ARCHITECTURE, MOSAIC ARCHITECTURE, MOSAIC ARCHITECTURE, MOSAIC ARCHITECTURE, PPPP.C..C..C..C.

428 N Last Chance Gulch

Helena, Montana 59601

Phone: 406-449-2013 www.mosaicarch.com

KatieO Text Box

DATE: MARCH 1, 2024

TABLE OF CONTENTS

The following listed documents comprise the Table of Contents for the USDA JUDITH-

MUSSELSHELL RANGER DISTRICT – HELENA-LEWIS AND CLARK NATIONAL FOREST, Stanford, Montana 59479. Where the numerical sequence of Sections or Divisions is interrupted, such interruptions are intentional

PROJECT MANUAL

TABLE OF CONTENTS

PROJECT REPRENSTATIVES

CONSTRUCTION NOTICE

TECHNICAL SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 2105 SUBSTITUTION PROCEDURES

01 3000 ADMINISTRATIVE REQUIREMENTS

01 4000 QUALITY REQUIREMENTS

01 5000 TEMPORARY FACILITIES AND CONTROLS

01 5713 TEMPORARY EROSION AND SEDIMENT CONTROL

01 5813 TEMPORARY PROJECT SIGNAGE

01 6000 PRODUCT REQUIREMENTS

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 7800 CLOSEOUT SUBMITTAL

01 7900 DEMONSTRATION AND TRAINING

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE

03 3000 CAST-IN-PLACE CONCRETE (SITE)

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY

06 1600 SHEATHING

06 1753 SHOP-FABRICATED WOOD TRUSSES

06 2000 FINISH CARPENTRY

06 4100 ARCHITECTURAL WOOD CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 1113 BITUMINOUS DAMPPROOFING

07 2100 THERMAL INSULATION

07 2500 WEATHER BARRIERS

07 2600 UNDER-SLAB VAPOR BARRIER

07 4113 METAL ROOF PANELS

07 4619 STEEL SIDING

07 6200 SHEET METAL FLASHING AND TRIM

07 7123 MANUFACTURED GUTTERS AND DOWNSPOUTS

07 7200 ROOF ACCESSORIES

07 8400 FIRESTOPPING

07 9200 JOINT SEALERS

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES

08 1416 FLUSH WOOD DOORS

08 3100 ACCESS DOORS AND PANELS

08 5413 FIBERGLASS WINDOWS

08 7100 DOOR HARDWARE

DIVISION 09 - FINISHES

09 2116 GYPSUM BOARD ASSEMBLIES

09 6500 RESILIENT FLOORING

09 6543 LINOLEUM FLOORING

09 7730 GLASS FIBER REINFORCED PLASTIC PANELS

09 8311 ACOUSTICAL BATT INSULATION

09 9000 PAINTING AND COATING

DIVISION 10 - SPECIALTIES

10 1400 SIGNAGE

10 2800 TOILET, BATH, AND LAUNDRY ACCESSORIES

10 4400 FIRE PROTECTION SPECIALTIES

DIVISION 12 - FURNISHINGS

12 2400 WINDOW SHADES - MECHOSHADE SYSTEMS

DIVISION 22 - PLUMBING

22 0000 GENERAL REQUIREMENTS OF PLUMBING AND HVAC

22 0500 GENERAL PROVISION OF PLUMBING AND HVAC

22 0519 METERS AND GAGES FOR PLUMBING AND HVAC PIPING

22 0523 GENERAL DUTY VALVES FOR PLUMBING AND HVAC

22 0529 HANGERS AND SUPPORTS FOR PLUMBING AND HVAC PIPING AND EQUIPMENT

22 0548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING AND HVAC PIPING AND EQUIP

22 0553 IDENTIFICATION FOR PLUMBING AND HVAC PIPING AND EQUIPMENT

22 0716 PLUMBING AND HVAC EQUIPMENT AND PIPING INSULATION

22 1116 DOMESTIC WATER PIPING

22 1119 DOMESTIC WATER PIPING SPECIALTIES

22 1123 INLINE DOMESTIC-WATER PUMPS

22 1316 SANITARY WASTE AND VENT PIPING

22 1319 SANITARY WASTE PIPING SPECIALTIES

22 3300 ELECTRIC, DOMESTIC-WATER HEATERS

22 4100 PLUMBING FIXTURES

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 0593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 0713 DUCT INSULATION

23 3113 METAL DUCTS

23 3300 AIR DUCT ACCESSORIES

23 3423 HVAC POWER VENTILATORS

23 3713 GRILLES, REGISTERS AND DIFFUSERS

23 8125 MULTI SPLIT SYSTEM HEAT PUMPS

23 8231 HEATERS

DIVISION 26 - ELECTRICAL

26 0010 GENERAL ELECTRICAL REQUIREMENTS

26 0519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 0533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 0544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND

CABLING

26 0548.16 SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 0923 LIGHTING CONTROL DEVICES

26 2416 PANELBOARDS

26 2713 ELECTRICITY METERING

26 2726 WIRING DEVICES

26 2813 FUSES

26 2816 ENCLOSED SWITCHES

26 2913.03 MANUAL AND MAGNETIC MOTOR CONTROLLERS

26 5100 LIGHTING

DIVISION 27 - COMMUNICATIONS

27 0528 PATHWAYS FOR COMMUNICATIONS SYSTEMS

27 1513 COMMUNICATIONS COPPER HORIZONTAL CABLING

27 1700 TESTING, IDENTIFICATION AND ADMINISTRATION OF BALANCED TWIST

PAIR INFRASTRUCTURE

DIVISION 31 - EARTHWORK

31 1000 SITE CLEARING

31 2000 EARTH MOVING

31 2316 EXCAVATION

31 2323 FILL

31 2333 TRENCHING AND BACKFILLING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1100 CRUSHED BASE COURSE

32 1313 CONCRETE SIDEWALKS AND MISCELLANEOUS NEW

CONCRETE CONSTRUCTION

DIVISION 33 - UTILITIES

33 1000 WATER UTILITIES

33 3000 SANITARY SEWERAGE UTILITIES

12034320F0082/Stanford Bunkhouse PROJECT REPRESENTATIVES

PROJECT REPRESENTATIVES

CONTRACTING OFFICER

U.S.Forest Service - Corrie Kegel, PE R1 Facilities Program Manager 26 Fort Missoula Road Missoula, MT 59804 Contact: Corrine.kegel@usda.gov

ARCHITECT

Mosaic Architecture, P.C.

428 N. Last Chance Gulch Helena, Montana 59601 ph: 406-449-2013 Contact: Matt Aune, AIA Principal matta@mosaicarch.com

Mosaic Architecture, P.C.

428 N. Last Chance Gulch Helena, Montana 594601 ph: 406-449-2013 Contact: Katie O’Neill katie@mosaicarch.com

CIVIL ENGINEER:

Great West Engineering, Inc.

702 2nd Street South # 2 Great Falls, MT 59405 ph: 406-942-1109 Contact: Josh Sommer, PE jsommer@greatwesteng.com

STRUCTURAL ENGINEER:

Morrison-Maierle 1055 Mount Avenue Missoula, MT 59801 ph: 406-542-8880 Contact: Maria Chestnut, PE mchestnut@m-m.net

MECHANICAL/PLUMBING ENGINEER:

Morrison-Maierle 1055 Mount Avenue Missoula, MT 59801 ph: 406-542-8880 Contact: Eric Weber, PE ewebber@m-m.net

12034320F0082/Stanford Bunkhouse PROJECT REPRESENTATIVES

ELECTRICAL ENGINEER:

Morrison-Maierle 1055 Mount Avenue Missoula, MT 59801 ph: 406-542-8880 Contact: Arian Bloomfield, PE abloomfield@m-m.net

12034320F0082/Stanford Bunkhouse CONSTRUCTION NOTICE

CONSTRUCTION NOTICE

NOTICE: Contractor shall provide temporary protection and cleanup of work occurring in finished and/or occupied areas of the Project including but not limited to, systems and equipment, cleaning and/or replacement of damaged material, painting, vacuuming, dusting, and etc., required to clean the area to the complete satisfaction of the Contracting Officer.

NOTICE: Protect installed finishes and systems during the work. Coordinate sufficient protection of installed finishes and systems with the Contracting Officer requirements.

12034320F0082 / Stanford Bunkhouse

01 2105 - 1 SUBSTITUTION PROCEDURE

SECTION 01 2105

SUBSTITUTION PROCEDURE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Section includes administrative and procedural requirements for substitutions.

1.02 DEFINITIONS

A. Substitutions: Changes proposed by contractor in products, materials, equipment and methods of construction from those required by the contract documents.

1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Substitution Requests: Submit electronic copy of request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and drawing numbers and titles.

1. Documentation: Show compliance with requirements for substitution and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.

b. Coordination information, including a list of changes or modifications needed to other parts of the work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities or proposed substitution with those of the work specified. Include annotated copy of applicable specification section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, substantial design characteristics, warranties and specific features and requirements indicated. Indicate deviations, if any, from work specified.

d. Product data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable and requested.

g. List of similar installations for completed project names and addresses and names and addresses of Architects and Owners.

h. Material test reports from qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for project, from

ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitution from products specified in work, including effect of overall contract time. If specified product or methods of construction cannot be provided within the contract time, include letter from manufacturer, or manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delay in delivery.

k. Cost information, including a proposal change, if any, in contract sum.

l. Contractors certification that proposed substitution complies with requirements in the contract documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

m. Contractors waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within 7 days of receipt of a request substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

01 2105 - 2 SUBSTITUTION PROCEDURE

a. Forms of Acceptance: Addendum, Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the work.

b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time indicated.

1.04 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests of recommended by manufacturer.

PART 2 PRODUCTS

2.01 PRODUCTS

A. Substitutions for Cause: Submit requests for substitution immediately upon discovery of need for change, but not later than 15 days prior to time required for preparation and review of related Submittal.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied.

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Requested substitution will not adversely affect Contractor's construction schedule.

c. Requested substitution has received necessary approvals of authorities having jurisdiction.

d. Requested substitution is compatible with other portions of the work.

e. Requested substitution has been coordinated with other portions of the work.

f. Requested substitution provides specified warranty.

g. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

h. Requested substitution will provide identical visual effect to specified products in every regard.

2. Substitution for Convenience: Not allowed.

PART 3 - NOT USED

END OF SECTION

01 3000 - 1 ADMINISTRATIVE

REQUIREMENTS

SECTION 01 3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Electronic document submittals.

B. Preconstruction meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Submittals for review, information, and project closeout.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF) format.

1. Besides submittals for review, information, and closeout, this procedure applies to requests for information (RFI's) progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, and any other document any participant wishes to make part of the project record.

3.02 PRECONSTRUCTION MEETING

A. Attendance Required:

1. Forest Service.

2. Mosaic Architecture.

3. Contractor.

4. All major sub-contractors.

B. Agenda:

1. Execution of Forest Service-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.

5. Designation of personnel representing the parties to Contract and Mosaic Architecture.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling.

C. Contractor will record minutes and distribute copies within seven days after meeting to participates, with one copy to Owner, participants, and those affected by decisions made.

3.03 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work at maximum bi-monthly intervals.

B. Attendance Required:

1. Contractor.

2. Forest Service.

3. Mosaic Architecture.

4. Contractor's superintendent.

C. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress.

01 3000 - 2 ADMINISTRATIVE

REQUIREMENTS

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Maintenance of progress schedule.

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding work period.

9. Maintenance of quality and work standards.

10. Effect of proposed changes on progress schedule and coordination.

11. Other business relating to work.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Mosaic Architecture, Forest Service, participants, and those affected by decisions made.

3.04 CONSTRUCTION PROGRESS SCHEDULE

A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

B. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

C. Within 10 days after joint review, submit complete schedule.

D. Submit updated schedule with each Application for Payment.

3.05 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to Mosaic Architecture for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.

C. Samples will be reviewed for aesthetic, color, or finish selection.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 - Closeout Submittals.

3.06 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's field reports.

6. Other types indicated.

B. Submit for Mosaic Architecture's knowledge as contract administrator or for Forest Service.

3.07 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Substantial Completion.

C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 01 7800 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

01 3000 - 3 ADMINISTRATIVE

REQUIREMENTS

D. Submit for Forest Service's benefit during and after project completion.

3.08 SUBMITTAL PROCEDURES

A. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the

Contract Documents and coordinating related work.

2. Generic, non-project-specific information submitted as shop drawings do not meet the requirements for shop drawings.

B. Transmit each submittal with a copy of approved submittal form.

C. Transmit each submittal with approved form.

D. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.

E. Identify Project, Contractor, Subcontractor or supplier, pertinent drawings and detail number, and specification section number, as appropriate on each copy.

F. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction work, and coordination of information is in accordance with the requirements of the work and contract documents.

G. Schedule submittals to expedite the project, and coordinate submission of related items.

H. For each submittal for review, allow 15 days excluding delivery time to and from the contractor.

I. Identify variations from contract documents and product or system limitations that may be detrimental to successful performance of the complete work.

J. Provide space for Contractor and Mosaic Architecture review stamps.

K. When revised for resubmission, identify all changes made since previous submission.

L. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

M. Submittals not requested will not be recognized or processed.

01 4000 - 1 QUALITY REQUIREMENTS

SECTION 01 4000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. References and standards.

B. Testing and inspection agencies and services.

C. Control of installation.

D. Mock-ups.

E. Tolerances.

1.02 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants;

2008 (Reapproved 2014).

B. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete Aggregates for

Use in Construction and Criteria for Testing Agency Evaluation; 2017.

C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2015a, with Editorial Revision (2016).

D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the

Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction;

2012a.

E. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2018.

F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2015.

G. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2017.

1.03 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Comply with reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Maintain copy at project site during submittals, planning, and progress of the specific work, until

Substantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarification from Mosaic Architecture before proceeding.

F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Mosaic Architecture shall be altered from Contract Documents by mention or inference otherwise in any reference document.

1.04 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Forest Service will employ and pay for services of an independent testing agency to perform other specified testing.

1. Provide all structural code required testing.

2. Soils testing in accordance with Geotech report.

3. Provide blower door testing in accordance with 2012 IECC.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

01 4000 - 2 QUALITY REQUIREMENTS

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from

Mosaic Architecture before proceeding.

D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 MOCK-UPS

A. Before installing portions of the Work where mock-ups are required, construct mock-ups in location and size indicated for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work. The purpose of mock-up is to demonstrate the proposed range of aesthetic effects and workmanship.

B. Notify Mosaic Architecture fifteen (15) working days in advance of dates and times when mock-ups will be constructed.

C. Tests shall be performed under provisions identified in this section and identified in the respective product specification sections.

D. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.

E. Accepted mock-ups shall be a comparison standard for the remaining Work.

F. Where mock-up has been accepted by Mosaic Architecture and is specified in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Mosaic Architecture.

3.03 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract

Documents, request clarification from Mosaic Architecture before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.04 TESTING AND INSPECTION

A. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Mosaic Architecture and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

4. Promptly notify Mosaic Architecture and Contractor of observed irregularities or non-compliance of Work or products.

5. Perform additional tests and inspections required by Mosaic Architecture.

6. Submit reports of all tests/inspections specified.

01 4000 - 3 QUALITY REQUIREMENTS

B. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

C. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities.

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify Mosaic Architecture and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

6. Arrange with Forest Service's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

D. Re-testing required because of non-compliance with specified requirements shall be performed by the same agency on instructions by Mosaic Architecture.

E. Re-testing required because of non-compliance with specified requirements shall be paid for by Contractor.

3.05 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not complying with specified requirements.

B. If, in the opinion of Mosaic Architecture, it is not practical to remove and replace the work, Mosaic Architecture will direct an appropriate remedy or adjust payment.

01 5000 - 1 TEMPORARY FACILITIES AND

CONTROLS

SECTION 01 5000

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Temporary utilities.

B. Temporary telecommunications services.

C. Temporary sanitary facilities.

D. Temporary Controls: Barriers, enclosures, and fencing.

E. Waste removal facilities and services.

F. Project identification sign.

G. Field offices.

1.02 TEMPORARY UTILITIES

A. Provide and pay for all electrical power, lighting, and water required for construction purposes.

B. Use trigger-operated nozzles for water hoses, to avoid waste of water.

1.03 TELECOMMUNICATIONS SERVICES

A. Provide, maintain, and pay for telecommunications services to field office at time of project mobilization.

B. Telecommunications services shall include:

1. Windows-based personal computer dedicated to project telecommunications, with necessary software and laser printer.

2. Telephone Land Lines: One line, minimum; one handset per line.

3. Internet Connections: Minimum of one; DSL modem or faster.

4. Email: Account/address reserved for project use.

1.04 TEMPORARY SANITARY FACILITIES

A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization.

B. Maintain daily in clean and sanitary condition.

1.05 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building.

C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.06 FENCING

A. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks.

1.07 EXTERIOR ENCLOSURES

A. Provide temporary insulated weather tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections, and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware and locks.

1.08 VEHICULAR ACCESS AND PARKING

A. Coordinate access and haul routes with governing authorities and Forest Service.

01 5000 - 2 TEMPORARY FACILITIES AND

CONTROLS

B. Provide and maintain access to fire hydrants, free of obstructions.

C. Provide means of removing mud from vehicle wheels before entering streets.

D. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking.

1.09 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. Provide containers with lids. Remove trash from site periodically.

C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction.

D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.

1.10 PROJECT IDENTIFICATION

A. Provide project identification sign of design and construction indicated on drawings.

B. Erect on site at location indicated.

C. No other signs are allowed without Forest Service permission except those required by law.

1.11 FIELD OFFICES

A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack, and drawing display table.

B. Provide space for Project meetings, with table and chairs to accommodate 6 persons.

C. Locate offices a minimum distance of 30 feet from existing and new structures.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

01 5713 - 1 TEMPORARY EROSION AND

SEDIMENT CONTROL

SECTION 01 5713

TEMPORARY EROSION AND SEDIMENT CONTROL

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

D. Compensation of Forest Service for fines levied by authorities having jurisdiction due to non-compliance by Contractor.

1.02 RELATED REQUIREMENTS

A. MT DEQ General Permit for Stormwater Discharges Associated with Construction Activity.

1.03 REFERENCE STANDARDS

A. ASTM D4355/D4355M - Standard Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon Arc Type Apparatus; 2014.

B. ASTM D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity;

1999a (Reapproved 2014).

C. ASTM D4533/D4533M - Standard Test Method for Trapezoid Tearing Strength of Geotextiles;

2015.

D. ASTM D4632/D4632M - Standard Test Method for Grab Breaking Load and Elongation of Geotextiles; 2015a.

E. ASTM D4751 - Standard Test Method for Determining Apparent Opening Size of a Geotextile;

2016.

F. ASTM D4873/D4873M - Standard Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples; 2017.

G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; Current Edition.

H. USDA TR-55 - Urban Hydrology for Small Watersheds; USDA Natural Resources Conservation Service; 2013.

1.04 PERFORMANCE REQUIREMENTS

A. Obtain MT DEQ General Permit for Stormwater Discharges Associated with Construction

Activity (SWWPP).

B. Comply with requirements of EPA (NPDES) for erosion and sedimentation control, as specified by the NPDES, for Phases I and II, and in compliance with requirements of Construction General Permit (CGP), whether the project is required by law to comply or not.

C. Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic inspection reports.

D. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits.

E. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

F. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project.

1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less.

01 5713 - 2 TEMPORARY EROSION AND

SEDIMENT CONTROL

2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years.

G. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1. Control movement of sediment and soil from temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traffic.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Forest Service.

H. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

1. Prevent windblown soil from leaving the project site.

2. Prevent tracking of mud onto public roads outside site.

3. Prevent mud and sediment from flowing onto sidewalks and pavements.

4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Forest Service.

I. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Forest Service; remove deposited sediments; comply with requirements of authorities having jurisdiction.

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

J. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Forest Service; remove deposited sediments; comply with requirements of authorities having jurisdiction.

K. Open Water: Prevent standing water that could become stagnant.

L. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

1.05 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Erosion and Sedimentation Control Plan:

1. Submit not less than 30 days prior to anticipated start of clearing, grading, or other work involving disturbance of ground surface cover.

2. Include:

a. Site plan identifying soils and vegetation, existing erosion problems, and areas vulnerable to erosion due to topography, soils, vegetation, or drainage.

b. Site plan showing grading; new improvements; temporary roads, traffic accesses, and other temporary construction; and proposed preventive measures.

c. Where extensive areas of soil will be disturbed, include storm water flow and volume calculations, soil loss predictions, and proposed preventive measures.

d. Schedule of temporary preventive measures, in relation to ground disturbing activities.

e. Other information required by law.

f. Format required by law is acceptable, provided any additional information specified is also included.

3. Obtain the approval of the Plan by authorities having jurisdiction.

4. Obtain the approval of the Plan by Forest Service.

01 5713 - 3 TEMPORARY EROSION AND

SEDIMENT CONTROL

C. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers.

D. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished.

PART 2 PRODUCTS

2.01 MATERIALS

A. Mulch: Use one of the following:

1. Straw or hay.

2. Wood waste, chips, or bark.

3. Erosion control matting or netting.

B. Grass Seed For Temporary Cover: Select a species appropriate to climate, planting season, and intended purpose. If same area will later be planted with permanent vegetation, do not use species known to be excessively competitive or prone to volunteer in subsequent seasons.

C. Bales: Air dry, rectangular straw bales.

1. Cross Section: 14 by 18 inches, minimum.

2. Bindings: Wire or string, around long dimension.

D. Bale Stakes: One of the following, minimum 3 feet long:

1. Steel U- or T-section, with minimum mass of 1.33 pound per linear foot.

2. Wood, 2 by 2 inches in cross section.

E. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths:

1. Average Opening Size: 30 U.S. Std. Sieve, maximum, when tested in accordance with

ASTM D4751.

2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM D4491.

3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355/D4355M after 500 hours exposure.

4. Tensile Strength: 100 pounds-force, minimum, in cross-machine direction; 124 pounds-force, minimum, in machine direction; when tested in accordance with ASTM D4632/D4632M.

5. Elongation: 15 to 30 percent, when tested in accordance with ASTM D4632/D4632M.

6. Tear Strength: 55 pounds-force, minimum, when tested in accordance with ASTM

D4533/D4533M.

7. Color: Manufacturer's standard, with embedment and fastener lines preprinted.

8. Manufacturers:

a. TenCate: www.tencate.com/#sle.

b. North American Green: www.nagreen.com/#sle.

c. Propex Geosynthetics: www.geotextile.com/#sle.

F. Silt Fence Posts: One of the following, minimum 5 feet long:

1. Steel U- or T-section, with minimum mass of 1.33 pound per linear foot.

2. Softwood, 4 by 4 inches in cross section.

G. Gravel: See Section 32 1123 for aggregate.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine site and identify existing features that contribute to erosion resistance; maintain such existing features to greatest extent possible.

3.02 PREPARATION

A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4751 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4751 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4751 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4751 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4751 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4751 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4632/D4632M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4632/D4632M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4632/D4632M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M

01 5713 - 4 TEMPORARY EROSION AND

SEDIMENT CONTROL

3.03 SCOPE OF PREVENTIVE MEASURES

A. In all cases, if permanent erosion resistant measures have been installed temporary preventive measures are not required.

B. Construction Entrances: Traffic-bearing aggregate surface.

1. Width: As required; 20 feet, minimum.

2. Length: 50 feet, minimum.

3. Provide at each construction entrance from public right-of-way.

4. Where necessary to prevent tracking of mud onto right-of-way, provide wheel washing area out of direct traffic lane, with drain into sediment trap or basin.

C. Linear Sediment Barriers: Made of silt fences.

1. Provide linear sediment barriers:

a. Along downhill perimeter edge of disturbed areas, including soil stockpiles.

2. Space sediment barriers with the following maximum slope length upslope from barrier:

a. Slope of Less Than 2 Percent: 100 feet..

b. Slope Between 2 and 5 Percent: 75 feet.

c. Slope Between 5 and 10 Percent: 50 feet.

d. Slope Between 10 and 20 Percent: 25 feet.

e. Slope Over 20 Percent: 15 feet.

D. Storm Drain Curb Inlet Sediment Trap: Protect each curb inlet using one of the following measures:

1. Filter fabric wrapped around hollow concrete blocks blocking entire inlet face area; use one piece of fabric wrapped at least 1-1/2 times around concrete blocks and secured to prevent dislodging; orient cores of blocks so runoff passes into inlet.

2. Straw bale row blocking entire inlet face area; anchor into pavement.

E. Storm Drain Drop Inlet Sediment Traps: As detailed on drawings.

F. Temporary Splash Pads: Stone aggregate over filter fabric; size to suit application; provide at downspout outlets and storm water outlets.

G. Soil Stockpiles: Protect using one of the following measures:

1. Cover with polyethylene film, secured by placing soil on outer edges.

2. Cover with mulch at least 4 inches thickness of pine needles, sawdust, bark, wood chips, or shredded leaves, or 6 inches of straw or hay.

H. Mulching: Use only for areas that may be subjected to erosion for less than 6 months.

1. Wood Waste: Use only on slopes 3:1 or flatter; no anchoring required.

I. Temporary Seeding: Use where temporary vegetated cover is required.

3.04 INSTALLATION

A. Traffic-Bearing Aggregate Surface:

1. Excavate minimum of 6 inches.

2. Place geotextile fabric full width and length, with minimum 12 inch overlap at joints.

3. Place and compact at least 6 inches of 1 1/2 to 3 1/2 inch diameter stone.

B. Silt Fences:

1. Store and handle fabric in accordance with ASTM D4873/D4873M.

2. Where slope gradient is less than 3:1 or barriers will be in place less than 6 months, use nominal 16 inch high barriers with minimum 36 inch long posts spaced at 6 feet maximum, with fabric embedded at least 4 inches in ground.

3. Where slope gradient is steeper than 3:1 or barriers will be in place over 6 months, use nominal 28 inch high barriers, minimum 48 inch long posts spaced at 6 feet maximum, with fabric embedded at least 6 inches in ground.

4. Where slope gradient is steeper than 3:1 and vertical height of slope between barriers is more than 20 feet, use nominal 32 inch high barriers with woven wire reinforcement and steel posts spaced at 4 feet maximum, with fabric embedded at least 6 inches in ground.

5. Install with top of fabric at nominal height and embedment as specified.

https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M

01 5713 - 5 TEMPORARY EROSION AND

SEDIMENT CONTROL

6. Do not splice fabric width; minimize splices in fabric length; splice at post only, overlapping at least 18 inches, with extra post.

7. Fasten fabric to wood posts using one of the following:

a. Four nails per post with 3/4 inch diameter flat or button head, 1 inch long, and 14 gage, 0.083 inch shank diameter.

b. Five staples per post with at least 17 gage, 0.0453 inch wire, 3/4 inch crown width and

1/2 inch long legs.

8. Fasten fabric to steel posts using wire, nylon cord, or integral pockets.

9. Wherever runoff will flow around end of barrier or over the top, provide temporary splash pad or other outlet protection; at such outlets in the run of the barrier, make barrier not more than 12 inches high with post spacing not more than 4 feet.

C. Straw Bale Rows:

1. Install bales in continuous rows with ends butting tightly, with one bale at each end of row turned uphill.

2. Install bales so that bindings are not in contact with the ground.

3. Embed bales at least 4 inches in the ground.

4. Anchor bales with at least two stakes per bale, driven at least 18 inches into the ground;

drive first stake in each bale toward the previously placed bale to force bales together.

5. Fill gaps between ends of bales with loose straw wedged tightly.

6. Place soil excavated for trench against bales on the upslope side of the row, compacted.

D. Temporary Seeding:

1. When hydraulic seeder is used, seedbed preparation is not required.

2. When surface soil has been sealed by rainfall or consists of smooth undisturbed cut slopes, and conventional or manual seeding is to be used, prepare seedbed by scarifying sufficiently to allow seed to lodge and germinate.

3. If temporary mulching was used on planting area but not removed, apply nitrogen fertilizer at 1 pound per 1000 sq ft.

4. On soils of very low fertility, apply 10-10-10 fertilizer at rate of 12 to 16 pounds per 1000 sq ft.

5. Incorporate fertilizer into soil before seeding.

6. Apply seed uniformly;…