A04-Specs_FINAL.pdf

TREMPEALEAU

NATIONAL WILDLIFE REFUGE

W28488 Refuge Rd Trempealeau, WI 54661

ADDITION TO 3 STALL GARAGE

Infrastructure Management Division

17-RF-007 TABLE OF CONTENTS

Addition to 3 Stall Garage

PART III, SECTION J

LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

INDEX

TECHNICAL PROVISIONS/SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01-1000 SUMMARY

01-3000 ADMINISTRATIVE REQUIREMENTS

01-3100 PROJECT COORDINATION

01-4000 QUALITY REQUIREMENTS

01-4200 DEFINITIONS AND STANDARDS

01-5713 TEMPORARY EROSION AND SEDIMENT CONTROL

01-6000 PRODUCT REQUIREMENTS

01-7700 PROJECT CLOSEOUT

DIVISION 02 - EXISTING CONDITIONS

02-4100 DEMOLITION

DIVISION 03 - CONCRETE

03-0516 UNDERSLAB VAPOR BARRIER

03-3000 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05-5213 PIPE AND TUBE RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06-1000 ROUGH CARPENTRY

06-1753 SHOP-FABRICATED WOOD TRUSSES

06-2000 FINISH CARPENTRY

06-4100 ARCHITECTURAL WOOD CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07-2100 THERMAL INSULATION

07-2126 BLOWN INSULATION

07-4213 METAL WALL PANELS

07-7123 MANUFACTURED GUTTERS AND DOWNSPOUTS

07-7200 ROOF ACCESSORIES

07-9200 JOINT SEALANTS

DIVISION 08 - OPENINGS

08-1113 HOLLOW METAL DOORS AND FRAMES

08-3100 ACCESS DOORS AND PANELS

08-3330 OVERHEAD ROLLING DOORS

08-3613 SECTIONAL DOORS

08-5113 ALUMINUM WINDOWS

08-7100 DOOR HARDWARE

08-9100 LOUVERS

DIVISION 09 - FINISHES

09-2116 GYPSUM BOARD ASSEMBLIES

09-3000 TILING

09-5100 ACOUSTICAL CEILINGS

09-6500 RESILIENT FLOORING

09-9000 PAINTING AND COATING

DIVISION 10 - SPECIALTIES

10-1400 SIGNAGE

10-2800 TOILET, BATH, AND LAUNDRY ACCESSORIES

10-2819 TUB AND SHOWER ENCLOSURES

10-4400 FIRE PROTECTION SPECIALTIES

10-5113 METAL LOCKERS

DIVISION 22 – PLUMBING

22-0100 PLUMBING GENERAL PROVISIONS

22-0519 METERS AND GAUGES FOR PLUMBING PIPING

22-0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22-0719 PLUMBING PIPING INSULATION

22-1005 PLUMBING PIPING

22-1006 PLUMBING PIPING SPECIALTIES

22-1500 GENERAL-SERVICE COMPRESSED-AIR SYSTEMS

22-3000 PLUMBING EQUIPMENT

22-4000 PLUMBING FIXTURES

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

23-0100 HVAC GENERAL PROVISIONS

23-0553 IDENTIFICATION FOR HVAC EQUIPMENT

23-0913 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23-0993 SEQUENCES OF OPERATIONS

23-3100 HVAC DUCTS AND CASINGS

23-3423 POWER VENTILATORS

23-3700 AIR OUTLETS AND INLETS

23-7323 PACKAGED AIR-TO-AIR ENERGY RECOVERY UNITS

23-8127 SMALL SPLIT-SYSTEM COOLING

23-8200 CONVECTION HEATING AND COOLING UNITS

DIVISION 26 – ELECTRICAL

26-0500 COMMON WORK RESULTS FOR ELECTRICAL

26-0505 SELECTIVE DEMOLITION FOR ELECTRICAL

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 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26-0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26-0943 NETWORK LIGHTING CONTROLS AND DEVICES

26-2416 PANELBOARDS

26-2726 WIRING DEVICES

26-2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26-5100 INTERIOR LIGHTING

26-5600 EXTERIOR LIGHTING

DIVISION 27 – COMMUNICATIONS

27-0500 COMMON WORK RESULTS FOR COMMUNICATIONS

27-1100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

27-1300 COMMUNICATIONS BACKBONE CABLING

27-1500 COMMUNICATIONS HORIZONTAL CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28-0500 COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND

SECURITY

28-0513 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND

SECURITY

28-3111 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

28-3300 SECURITY MANAGEMENT SYSTEM AND DEVICES

DIVISION 31 - EARTHWORK

31-1000 SITE CLEARING

31-2200 GRADING

31-2316 EXCAVATION

31-2316.13 TRENCHING

31-2323 FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32-1123 AGGREGATE BASE COURSES

32-9219 SEEDING

DIVISION 33 - UTILITIES

33-0524 UTILITY HORIZONTAL DIRECTIONAL DRILLING

ATTACHMENTS

PRECONSTRUCTION SAFETY CHECKLIST

SUBMITTAL FORM

SUBMITTAL INSTRUCTIONS

DRAWINGS

COVER SHEET, VICINITY/LOCATION MAPS AND DRAWING INDEX TPL101G0

CODE SHEET/STANDARD MOUNTING HEIGHTS TPL102G1

DEMOLITION SITE PLAN TPL103C1

NEW SITE PLAN TPL104C2

TRENCH DETAILS TPL105C3

TANK DETAILS AND CONSTRUCTION NOTES TPL106C4

DEMOLITION ARCHITECTURAL PLANS TPL107A1

PLANS TPL108A2

REFLECTED CEILING PLANS TPL109A3

ELEVATIONS TPL110A4

ROOF PLAN TPL111A5

FOUNDATION DETAILS TPL112A6

INTERIOR ELEVATIONS TPL113A6

WALL SECTIONS TPL114A7

MEZZANINE AND STAIR DETAILS TPL115A7

MECHANICAL SYMBOLS AND ABBREVIATIONS TPL116M1

PLUMBING PLANS AND WASTE RISER TPL117M2

MEZZANINE PLUMBING PLAN, PLUMBING SCHEDULES,

WATER RISER TPL118M3

VENTILATION PLANS TPL119M4

MECHANICAL SCHEDULES, DETAILS, AND SITE PLAN TPL120M5

ELECTRICAL NOTES AND ABBREVIATIONS TPL121E1

ELECTRICAL SYMBOL LEGEND TPL122E2

ELECTRICAL SITE PLAN TPL123E3

LEVEL 1 ELECTRICAL DEMOLITION PLAN TPL124E4

LEVEL 1 LIGHTING PLAN TPL125E5

MEZZANINE LIGHTING PLAN TPL126E6

LEVEL 1 POWER PLAN TPL127E7

MEZZANINE POWER PLAN TPL128E8

ELECTRICAL DETAILS AND DIAGRAMS TPL129E9

ELECTRICAL SCHEDULES TPL130E10

ELECTRICAL SCHEDULES TPL131E11

LEVEL 1 TECHNOLOGY PLAN TPL132T1

MEZZANINE TECHNOLOGY PLAN TPL133T2

17-RF-007 / Addition to 3 Stall Garage

01-1000 - 1 SUMMARY

SECTION 01-1000

SUMMARY

PART 1 GENERAL

1.01 PROJECT TITLE

A. Project Summary: Construct an addition onto an existing 3-stall garage, and renovate existing garage.

1.02 WORK UNDER THESE SPECIFICATIONS

A. Contractor shall furnish all project mobilization and demobilization, testing, construction surveying, materials, labor, equipment, and supervision for the work described below.

1. Construct addition. The work includes but is not limited to:

a. Site preparation and cleanup in the project area.

b. Construct wood f ramed building addition

1) Addition shall have a 5'-0" high concrete stem wall at base of all walls

2) Addition shall have plumbing, septic, HVAC, electrical, f ire, and security.

3) Bring utilities to addition, to include, but not limited to, water, electric, f iber, and septic.

c. Renovate existing garage

1) remove existing roof ing and replace with standing seam metal roof to match addition

2) install metal siding to match addition over existing wood siding

3) upgrade existing electrical systems, and install f ire and security systems

2. All work shall meet current state, federal, and local building codes.

1.03 LOCATION AND INSPECTION OF SITES

A. The work site is located within the Trempealeau National Wildlife Refuge, near Trempealeau, WI. The mailing address of the Refuge is shown on the Solicitation, Of fer, and Award (Standard Forms 1442 or, 18 block 9) as attached to this Invitation. The Refuge Manager may be contacted for further information at the referenced address or by telephone at 608-539- 2311.

B. All prospective bidders/quoters, contractors, subcontractors, and related persons are encouraged to visit the site of the proposed Work and to assess the location and extent of the Work prior to submitting bids. Prospective bidders/quoters are encouraged to contact the Refuge Manager prior to conducting a site visit.

1.04 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION

A. The successful bidder will be provided, upon request, one (1) digital copy of the contract drawings and specif ications in .pdf format via email. These f iles will be provided at no additional cost to the successful bidder/quoter.

B. Construction drawings are drawn on a 22” x 34” standard “D” size sheet at 100%.

C. Exact location of all af fected utilities will be the responsibility of the Contractor. Drawings may not completely show all utilities. Site verif ication is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.

D. In case of difference between drawings and specif ications, the specif ications preside.

1.05 WORK NOT INCLUDED IN THIS CONTRACT

A. All items indicated "NIC" on drawings or in specif ications are items not included in this contract.

B. Work in place is generally shown as "Existing" on the Contract Drawings.

C. Work to be performed under other contracts and not included as part of this contract is generally shown as "By Others" on the Contract Drawings.

01-1000 - 2 SUMMARY

1.06 ITEMS PROVIDED BY THE GOVERNMENT

A. Work to be accomplished by the Government or manufactured items to be provided by the

Government are generally shown as "By Government" on the Contract Drawings.

B. Unless specif ically provided herein, no materials or equipment shall be furnished by the

Government under this Contract.

1.07 TEMPORARY FACILITIES

A. Maintain and restore all government roads, service areas and utilities used to pre-construction condition.

B. Temporary toilet facilities must be provided by the Contractor.

1. Toilets should provide privacy, including locking systems, and should be separated by gender.

2. Toilets should be well lit, ventilated, and in a secure area.

3. Toilets should be cleaned regularly and serviced on a routine schedule, to include waste removal, cleaning, and replenishment of supplies.

4. Provide soap and water and/or anti-bacterial hand cleansers, individual hand towels or air blowers, trash cans for disposal of hand towels and other items.

5. Follow OSHA Standards for minimum number of toilets for workers.

C. Contractor to provide telephone service for contact to Superintendant.

D. Contractor to provide any temporary facility needed to complete the Work of this project.

E. Of f ice/Storage trailers may be be brought on site by Contractor as necessary.

F. Nominal amounts of existing utility services may be used by the Contractor during the construction of the project.

1.08 TEMPORARY ENVIRONMENTAL CONTROLS

A. Environmental Tobacco Smoke Control: No smoking, vaping, or smokeless tobacco products of any kind are to be used within 50 feet of the work.

1.09 SITE ACCESS AND RIGHT OF WAY

A. The construction access limits on Government property will be established by the Government and the Contractor shall be responsible for complying with these limits and governing all Work accordingly. All temporary access roads shall be removed following work completion unless directed otherwise by the Contracting Of f icer.

B. All bidders are reminded that they are responsible for contacting the local entity such as township, county, or state having jurisdiction in the project vicinity to insure bidders are aware of any requirements of the local entity. These requirements are between the entity and the bidder. If the Contractor proposes to cross private property, permission must be obtained f rom the owner to use private property or roads in the conduct of the Work.

C. Work scheduled on Saturdays, Sundays, Federal Holidays or other than normal working hours shall be approved in writing in advance by the Contracting Of f icer.

1.10 SAFETY - IN ADDITION TO FAR 52.236-13 ACCIDENT PREVENTION

A. Contractor shall f ill out and submit the “Preconstruction Safety Checklist” to the Contracting

Of f icer (CO) prior to beginning construction.

B. The Contractor’s Safety Plan shall be available on-site. The Contractor shall provide Safety

Data Sheets (SDS) for all hazardous materials brought on-site. SDS shall be made available in a conspicuous location.

C. All equipment and work activities shall comply with OSHA regulations and all accidents incidental to work performed under this contract shall be reported in accordance with OSHA reporting requirements. Additionally, a copy of any accident report shall be provided to the Contracting Of f icer.

01-1000 - 3 SUMMARY

D. Provide and install barricades, signs, or other warning devices to delineate the construction area and restrict public access to the construction site. Follow the Manual of Uniform Traf f ic Control Devices (MUTCD).

E. Provide at least one non-f reezing-type f ire extinguisher in each workshop and shed used for storage on the premises. Place in location readily accessible to workers.

F. Provide at least one non-f reezing-type f ire extinguisher of the appropriate class for each group of workers performing f lammable procedures.

G. Provide and maintain a basic f irst aid kit for use of workers.

1. Provide f irst aid supply commensurate with size of project with items necessary for f irst aid treatment of all injuries. Include f irst aid items identif ied on SDS for applicable items, in applicable locations.

2. Advise all workers of the location of f irst aid supplies.

3. Post telephone numbers of nearest hospital or ambulance service and f ire station in conspicuous location. Advise all workers of location of telephone numbers.

H. Provide necessary Personnel Protective Equipment (PPE) as identif ied by SDS and OSHA requirements. Provide documentation workers have been trained in use of PPE prior to individual use. This includes Fall Protection.

I. Contractor will need to identify hazards of working around water which include the use of personal f loatation devices (PFDs).

J. Contractor is required to maintain a spill containment kit, per OSHA standards, to respond to hazardous waste release/contamination ( eg. gas spill, equipment hydraulic leak, etc.) during the construction project. Any contamination is required to be identif ied to the Contracting Of f icer for monitoring and cleanup coordination.

1. If more than 5 gallons of contamination is released, Contractor is also required to notify

Wisconsin EPA in addition to the Contracting Of f icer.

1.11 OWNER OCCUPANCY

A. Government intends to continue to occupy adjacent buildings during the entire construction period.

B. Government intends to occupy the Project upon Substantial Completion.

PART 2 PRODUCTS - NOT APPLICABLE

PART 3 EXECUTION - NOT APPLICABLE

END OF SECTION

01-3000 - 1 ADMINISTRATIVE

REQUIREMENTS

SECTION 01-3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 GENERAL:

A. Refer to technical specif ications for all submittals required.

B. When specif ically requested by the Contracting Of f icer (CO), Contractor’s Of f icer’s

Representative (COR) or the Government’s Construction Inspector, the Contractor shall provide copies of manufacturer's written installation instructions and/or recommendations for review and approval prior to accomplishing equipment installation.

1.02 SUBMITTALS

A. A working copy of the submittal register will be provided by the Contractor at the preconstruction conference.

B. The Contractor shall provide all required submittals to the COR within 10 business days of award except for items noted otherwise on the submittal register.

C. Furnish a minimum of one electronic copy of all required submittals. One electronic copy will be returned to the Contractor.

1. Use of digital submittals is approved by Government.

a. Samples shall be sent via mail.

1) Samples will not be returned.

D. The Government has 10 business days to review and return submittals.

E. Shop drawings shall be project specif ic and drawn to a scale of not less than 1-1/2"=1'-0".

F. The approval of submittals shall not relieve the Contractor to comply with the terms and conditions of the Contract Drawings and Specif ications. The Contractor shall be responsible to determine correct dimension, design, connection, detail and satisfactory construction of all Work.

G. The approval of submittals does not constitute acceptance of a change order by the Government. Contract change orders shall be submitted to the Contracting Of f icer following the modif ication/change order procedures in the specif ication.

H. The Contractor shall provide and maintain, in proper order and in good, clean condition, at the project site, a copy of approved submittals.

I. When specif ically requested by the Contracting Of f icer, Contracting Of f icer's Representative, or the Government's On-site observer, the Contractor shall provide copies of approved submittals, manufacturer's written installation instructions, and/or recommendations for review and approval prior to accomplishing equipment installation.

J. A submittal coversheet will be provided by the Government to be used for each and every submittal. Contractor is to provide submittals under each specif ication section complete with all requirements included. Partial submissions will be returned not reviewed.

1.03 PROJECT SCHEDULE

A. Contractor shall provide as required by Federal Acquisition Regulation (FAR) clauses. *

1.04 PRICE BREAKDOWN - LUMP SUM ITEMS

A. Contractor shall provide as required by FAR clauses. *

1.05 SUBCONTRACTOR'S LIST

A. The Contractor shall submit a list of subcontractors who will be working on the project.

1.06 SUBMITTAL OF PROGRESS PAYMENT CERTIFICATE

A. Contractor shall provide as required by FAR clauses. *

01-3000 - 2 ADMINISTRATIVE

REQUIREMENTS

1.07 GUARANTEES, WARRANTIES AND CERTIFICATES

A. Refer to Section 01-7700.

1.08 OPERATING AND MAINTENANCE INSTRUCTION

A. Refer to Section 01-7700.

1.09 DELIVERY TICKETS

A. The Contractor shall submit, to the Contracting Of f icer, one legible copy of each delivery ticket for all material delivered to the construction site.

B. The delivery ticket shall show brand name, catalog number, and number of items received.

1.10 WASTE MANIFESTS

A. The Contractor shall submit copies of all waste manifests to the Contracting Of f icer.

B. Manifests shall state type of waste (i.e., construction debris, hazardous asbestos, etc.), location of disposal, landf ill designation, EPA registration of landfill, and EPA registration for transportation of any hazardous wastes.

PART 2 PRODUCTS - NOT APPLICABLE

PART 3 EXECUTION - NOT APPLICABLE

* THE APPLICABLE FAR CLAUSES WILL BE PROVIDE IN FULL TEXT TO THE RESULTANT

CONTRACTOR AT THE PRE-CONSTRUCTION CONFERENCE.

01-3100 - 1 PROJECT COORDINATION

SECTION 01-3100

PROJECT COORDINATION

PART 1 GENERAL

1.01 JOBSITE COORDINATION

A. Superintendence, Subcontract administration, and Quality Control is the responsibility of the Contractor.

B. Final decisions relative to items in conf lict shall be made by the Contracting Of f icer.

C. The Contracting Of f icer shall have the authority to temporarily suspend the Work for such time as necessary because of the failure on the part of the Contractor to perform any of the provisions of the Contract. No extension of contract performance time will be permitted until the Contracting Of f icer determines that the def iciencies in performance, which caused the temporary suspension, have been corrected.

D. The Contractor shall have responsible superintendence on site during all project operations.

Contractor shall notify Government of any changes of superintendents.

E. Project Closeout:

1. The Contractor shall notify the Contracting Of f icer in writing at least ten (10) days prior to the anticipated date of completion of all Work specif ied herein. Upon completion of the Work, the COR shall proceed with the f inal inspection which shall be completed as promptly as practicable. The time required for such inspection and for performing any corrective Work shall be included in the contract performance time.

1.02 MODIFICATION/CHANGE ORDER PROCEDURES

A. In the event of the need for a Modif ication, the Contractor will receive a letter f rom the

Government requesting a price quote for proposed changes to the Contract.

B. For evaluation purposes, the Contractor's quote shall be broken down to show the costs of labor and materials for each proposed category of Work included with the change, along with the total cost for Contractor's overhead, prof it, and bond for the proposed changes.

C. All Contract time extensions required as a result of a proposed change must be justif ied and supported in detail at the time of the proposal.

1.03 PRECONSTRUCTION CONFERENCE

A. Soon af ter award of the Contract and prior to commencing construction, the Contractor, and any subcontractors, shall attend a preconstruction conference with representatives of the Government. The Government will give timely notif ication of the meeting to the Contractor.

Time, date, and place of the conference will be determined by the Contracting Of f icer.

Requirements pertaining to Contract administration, construction operations and the project schedule will be discussed. The project schedule shall be in accordance with Section 01-3000.

The Preconstruction Safety Checklist shall be submitted for review during this conference.

1.04 PROJECT MEETINGS

A. Periodic general project meetings will be conducted with a representative of the Contractor at the project site or by telephone by the Government's representative for the purpose of coordinating, expediting, and assessing the work progress.

B. The Contractor shall provide reports of progress on the project, discuss the work schedule for the coming period and present all conf licts, discrepancies or other dif ficulties for resolution. A record of discussions and decisions will be prepared by the Contractor and distributed to those attending and others af fected.

C. PROGRESS MEETINGS

1. Schedule and administer meetings throughout progress of the work at maximum twice monthly intervals.

2. The Contractor shall make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

01-3100 - 2 PROJECT COORDINATION

3. Attendance Required:

a. Contractor.

b. Government.

c. Contractor's superintendent.

4. Agenda:

a. Review minutes of previous meetings.

b. Review of work progress.

c. Field observations, problems, and decisions.

d. Identif ication of problems that impede, or will impede, planned progress.

e. Review of submittals schedule and status of submittals.

f . Maintenance of progress schedule.

g. Corrective measures to regain projected schedules.

h. Planned progress during succeeding work period.

i. Maintenance of quality and work standards.

j. Ef fect of proposed changes on progress schedule and coordination.

k. Other business relating to work.

5. Record minutes and distribute copies within two days af ter meeting to participants, with electronic copies to Government, Government, participants, and those af fected by decisions made.

PART 2 PRODUCTS - NOT APPLICABLE

PART 3 EXECUTION- NOT APPLICABLE

01-4000 - 1 QUALITY REQUIREMENTS

SECTION 01-4000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Submittals.

B. Quality assurance.

C. References and standards.

D. Testing and inspection agencies and services.

E. Mock-ups.

F. Manufacturers' f ield services.

G. Defect Assessment.

H. Contractor's Experience.

1.02 RELATED REQUIREMENTS

A. Section 01-3000 - Administrative Requirements: Submittal procedures.

B. Section 01-4200 - Def initions and Standards.

1.03 REFERENCE STANDARDS

A. NFPA 70 - National Electric Code.

B. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2013.

C. ASTM E329 - Standard Specif ication for Agencies Engaged in Construction Inspection and/or

Testing; 2014a.

D. ASTM E543 - Standard Specif ication for Agencies Performing Nondestructive Testing; 2013.

E. IAS AC89 - Accreditation Criteria for Testing Laboratories; 2010.

1.04 SUBMITTALS

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

1.05 SUBMITTALS

A. Design Data: Submit for Government's knowledge as contract administrator for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents, or for Government's information.

B. Test Reports: Af ter each test/inspection, promptly submit one electronic copy of report to Government and to Contractor.

1. Include:

a. Date issued.

b. Project title and number.

c. Name of inspector.

d. Date and time of sampling or inspection.

e. Identif ication of product and specifications section.

f . Location in the Project.

g. Type of test/inspection.

h. Date of test/inspection.

i. Results of test/inspection.

j. Compliance with Contract Documents.

k. When requested by Government, provide interpretation of results.

2. Test report submittals are for Government's knowledge as contract administrator for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents, or for Government's information.

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20C1093 https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E329 http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20E543 http://www.iasonline.org/index.html

01-4000 - 2 QUALITY REQUIREMENTS

C. Certif icates: When specif ied in individual specif ication sections, submit certif ication by the manufacturer and Contractor or installation/application subcontractor to Government, in quantities specif ied for Product Data.

1. Indicate material or product complies with or exceeds specif ied requirements. Submit supporting reference data, af f idavits, and certif ications as appropriate.

D. Manufacturer's Instructions: When specif ied in individual specif ication sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and f inishing, for the Government's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

E. Manufacturer's Field Reports: Submit reports for Government's benef it as contract administrator or for Government.

1. Submit for information for the limited purpose of assessing compliance with information given and the design concept expressed in the Contract Documents.

1.06 QUALITY ASSURANCE

A. Testing Agency Qualif ications:

1. Prior to start of work, submit agency name, address, and telephone number, and names of full time registered Engineer and responsible of ficer.

2. Submit copy of report of laboratory facilities inspection made by NIST Construction

Materials Reference Laboratory during most recent inspection, with memorandum of remedies of any def iciencies reported by the inspection.

3. Qualif ication Statement: Provide documentation showing testing laboratory is accredited under IAS AC89.

B. Designer Qualif ications: Where professional engineering design services and design data submittals are specif ically required of Contractor by Contract Documents, provide services of a Professional Engineer experienced in design of this type of work and licensed in the State in which the Project is located.

C. Quality-Control Personnel Qualif ications. Engage a person with requisite training and experience to implement and manage quality assurance (QA) and quality control (QC) for the project.

1.07 REFERENCES AND STANDARDS

A. For products and workmanship specif ied 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 specif ied or are required by applicable codes.

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

C. Obtain copies of standards where required by product specif ication sections.

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

Substantial Completion.

E. Should specif ied reference standards conf lict with Contract Documents, request clarif ication f rom Government before proceeding.

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

1.08 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Electrical testing shall comply with NFPA 70 and 303.

B. Contractor shall employ and pay for services of an independent testing agency to perform all specif ied testing, inspection, and any special inspections required per code. .

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

01-4000 - 3 QUALITY REQUIREMENTS

D. Contractor Employed Agency:

1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM C1021, ASTM C1077, ASTM C1093, and ASTM D3740.

2. Inspection agency: Comply with requirements of ASTM D3740 and ASTM E329.

3. Laboratory Qualif ications: Accredited by IAS according to IAS AC89.

4. Laboratory: Authorized to operate in the State in which the Project is located.

5. Laboratory Staf f : Maintain a full time registered Engineer on staf f to review services.

6. Testing Equipment: Calibrated at reasonable intervals either by NIST or using an NIST established Measurement Assurance Program, under a laboratory measurement quality assurance program.

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 conf lict with Contract Documents, request clarif ication f rom

Government before proceeding.

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

E. Have work performed by persons qualif ied to produce required and specif ied quality.

F. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disf igurement.

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 f inish 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 ef fects and workmanship.

B. Accepted mock-ups establish the standard of quality the Government will use to judge the Work.

C. Notify Government in writing seven (7) working days in advance of dates and times when mock-ups will be constructed.

D. Provide supervisory personnel who will oversee mock-up construction. Provide workers that will be employed during the construction at Project.

E. Tests shall be performed under provisions identif ied in this section and identif ied in the respective product specif ication sections.

F. Assemble and erect specif ied items with specif ied attachment and anchorage devices, f lashings, seals, and f inishes.

G. Obtain Government's written approval of mock-ups before starting work, fabrication, or construction.

1. Make corrections as necessary until Contracting Of f icer's approval is issued.

H. Government will use accepted mock-ups as a comparison standard for the remaining Work.

I. Where mock-up has been accepted by Government and is specif ied in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Government.

3.03 TESTING AND INSPECTION

A. Testing Agency Duties:

01-4000 - 4 QUALITY REQUIREMENTS

1. Provide qualif ied personnel at site. Cooperate with Government and Contractor in performance of services.

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

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

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

5. Perform additional tests and inspections required by Government.

6. Submit reports of all tests/inspections specif ied.

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 Government and laboratory 48 hours prior to expected time for operations requiring testing/inspection services.

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

6. Arrange with Government's agency and pay for additional samples, tests, and inspections required by Contractor beyond specif ied requirements.

D. Re-testing required because of non-compliance with specif ied requirements shall be performed by the same agency on instructions by Government.

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

3.04 MANUFACTURERS' FIELD SERVICES

A. When specif ied in individual specif ication sections, require material or product suppliers or manufacturers to provide qualif ied staf f personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance equipment as applicable, and to initiate instructions when necessary.

B. Submit qualif ications of observer to Government 10 days in advance of required observations.

1. Observer subject to approval of Government.

C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

3.05 DEFECT ASSESSMENT

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

01-4200 - 1 DEFINITIONS AND STANDARDS

SECTION 01-4200

DEFINITIONS AND STANDARDS

PART 1 GENERAL

1.01 REGULATORY REQUIREMENTS

A. All work shall be accomplished in strict accordance with OSHA and all other regulations, codes, and laws in ef fect at the time the work is performed for the location where it is to be performed.

1.02 MEANS AND METHODS

A. Means and methods used in the performance of this Contract must be in accordance with all applicable Federal Acquisition Regulations in addition to OSHA regulations, 29 Code of Federal Regulations, acceptable industry practices as recognized by societies, associations, building codes, manufacturers’ specif ications, and any applicable state safety and health requirements.

1.03 PERMITS

A. All permits required to support construction activities such as road permits for oversize, overweight vehicles and equipment, bridge permits, and utility hookup permits, shall be obtained and paid for by the Contractor.

PART 2 PRODUCTS - NOT APPLICABLE

PART 3 EXECUTION - NOT APPLICABLE

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 insuf f icient preventive measures.

1.02 RELATED REQUIREMENTS

A. Section 31-1000 - Site Clearing: Limits on clearing; disposition of vegetative clearing debris.

B. Section 31-2200 - Grading: Temporary and permanent grade changes for erosion control.

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/D4491M - Standard Test Methods for Water Permeability of Geotextiles by

Permittivity; 2020.

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 Identif ication, Storage, and Handling of

Geosynthetic Rolls and Samples; 2017.

G. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction

General Permit; Current Edition.

1.04 PERFORMANCE REQUIREMENTS

A. Comply with requirements of EPA (NPDES) for erosion and sedimentation control, as specif ied by the NPDES, for Phases I and II.

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

C. 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.

D. Timing: Put preventive measures in place as soon as possible af ter disturbance of surface cover and before precipitation occurs.

E. Storm Water Runof f : Control increased storm water runof f due to disturbance of surface cover due to construction activities for this project.

1. Prevent runof f 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.

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

F. 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 f rom temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traf f ic.

http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4355/D4355M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4491/D4491M https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4533/D4533M 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%20D4751 https://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4873/D4873M http://cfpub.epa.gov/npdes/stormwater/cgp.cfm http://cfpub.epa.gov/npdes/stormwater/cgp.cfm

01-5713 - 2 TEMPORARY EROSION AND

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

G. Erosion Of f 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 f rom leaving the project site.

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

3. Prevent mud and sediment f rom f lowing onto sidewalks and pavements.

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

H. 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

Government; 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 af ter each storm.

I. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways of f 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

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

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

K. 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. 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, traf f ic accesses, and other temporary construction; and proposed preventive measures.

c. Where extensive areas of soil will be disturbed, include storm water f low 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 specif ied is also included.

2. Obtain the approval of the Plan by Government.

C. Certif icate: Mill certif icate for silt fence fabric attesting that fabric and factory seams comply with specif ied requirements, signed by legally authorized of f icial of manufacturer; indicate actual minimum average roll values; identify fabric by roll identif ication 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. Wood waste, chips, or bark.

01-5713 - 3 TEMPORARY EROSION AND

2. 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. 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/D4491M.

3. Ultraviolet Resistance: Retaining at least 70 percent of tensile strength, when tested in accordance with ASTM D4355/D4355M af ter 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.

D. 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.

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 lef t exposed for the minimum amount of time.

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. 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 f rom 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.

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

1. Cover with polyethylene f ilm, 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.

D. 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 f latter; no anchoring required.

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

3.04 INSTALLATION

A. Silt Fences:

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%20D4491/D4491M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4491/D4491M http://global.ihs.com/doc_detail.cfm?rid=BSD&document_name=ASTM%20D4355/D4355M 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

01-5713 - 4 TEMPORARY EROSION AND

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 specif ied.

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 steel posts using wire, nylon cord, or integral pockets.

8. Wherever runof f will f low 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.

B. 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 suf f iciently 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 f t.

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

5. Incorporate fertilizer into soil before seeding.

6. Apply seed uniformly; if using drill or cultipacker seeders place seed 1/2 to 1 inch deep.

7. Irrigate as required to thoroughly wet soil to depth that will ensure germination, without causing runof f or erosion.

8. Repeat irrigation as required until grass is established.

3.05 MAINTENANCE

A. Inspect preventive measures weekly, within 24 hours af ter the end of any storm that produces

0.5 inches or more rainfall at the project site, and daily during prolonged rainfall.

B. Repair def iciencies immediately.

C. Silt Fences:

1. Promptly replace fabric that deteriorates unless need for fence has passed.

2. Remove silt deposits that exceed one-third of the height of the fence.

3. Repair fences that are undercut by runof f or otherwise damaged, whether by runof f or other causes.

D. Clean out temporary sediment control structures weekly and relocate soil on site.

E. Place sediment in appropriate locations on site; do not remove f rom site.

3.06 CLEAN UP

A. Remove temporary measures af ter permanent measures have been installed, unless permitted to remain by Government.

B. Clean out temporary sediment control structures that are to remain as permanent measures.

C. Where removal of temporary measures would leave exposed soil, shape surface to an acceptable grade and f inish to match adjacent ground surfaces.

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01-5715 - 1 DEWATERING

SECTION 01-5715

DEWATERING

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Construction Dewatering.

1.02 PERFORMANCE REQUIREMENTS

A. Dewatering Performance: Design, furnish, install, test, operate, monitor, and maintain dewatering system of suf ficient scope, size, and capacity to control ground-water f low into excavations and permit construction to proceed on dry, stable subgrades.

1. Maintain dewatering operations to ensure erosion control, stability of excavations and constructed slopes, that excavation does not f lood, and that damage to subgrades and permanent structures is prevented.

2. Prevent surface water f rom entering excavation by grading, dikes, or other means.

3. Accomplish dewater without damaging existing buildings adjacent to excavation.

4. Remove dewater system if no longer needed.

1.03 SUBMITTALS

A. See Section 01-3000 - Submittals, for submittal procedures.

B. Shop Drawings for Information: For dewatering system, show: arrangement, locations, and details of wells and well points; locations of headers and discharge lines; and means of discharge and disposal of water.

1. Include layouts of piezometers and f low measuring devices for monitoring performance of dewatering system.

2. Include written report outlining control procedures to be adopted if dewater problems arise.

3. Include Shop Drawings signed and sealed by the qualif ied professional engineer responsible for their preparation.

C. Photographs or videotape, suf f iciently detailed, of existing condition of adjoining construction and site improvements that might be misconstrued as damage caused by dewater operations.

D. Record drawings at Project closeout identifying and locating capped utilities and other subsurface structural, electrical, or mechanical conditions performed during dewatering.

1. Note locations and capping depth of wells and well points.

E. Field Test Reports: Before starting excavation, submit test results and computations demonstrating that dewatering system is capable of meeting performance requirements.

1.04 QUALITY ASSURANCE

A. Regulatory Requirements: comply with water disposal requirements of authorities having…