PROJECT_SPECS.pdf

SAND TRAP EXPANSION

Pendills Creek National Fish Hatcheries

Chippewa County, Michigan

United States Department of the Interior Fish and Wildlife Service

Infrastructure Management Division Region 3, Bloomington, MN 55437-1458

OCTOBER 2024

PROJECT SPECIFICATIONS

Page J - 1

PART III, SECTION J

LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

INDEX

TECHNICAL PROVISIONS/SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01100 SUMMARY OF THE WORK

SECTION 01310 PROJECT COORDINATION

SECTION 01330 SUBMITTALS

SECTION 01420 DEFINITIONS AND STANDARDS

SECTION 01770 PROJECT CLOSEOUT

DIVISION 2 – SITE CONSTRUCTION

SECTION 02071 SELECTIVE DEMOLITION

SECTION 02200 EXCAVATION, GRADING, AND FILL

SECTION 02210 EROSION CONTROL

SECTION 02230 SITE CLEARING

SECTION 02485 LAWNS & GRASSES

SECTION 02600 AGGREGATE BASE

ATTACHMENTS:

PRECONSTRUCTION SAFETY CHECKLIST

SUBMITTAL REGISTER

CONSTRUCTION DRAWINGS

DIVISION 1 SECTION 01100

GENERAL REQUIREMENTS SUMMARY OF THE WORK

01100-1

PART 1 – GENERAL

1.1 Project Title: Sand Trap Expansion at the Pendill’s

Creek National Fish Hatchery.

1.2 Work under these Specifications: The Fish & Wildlife

Service is requesting bids to expand the existing sand trap at the Pendill’s Creek National Fish Hatchery.

The existing sand trap is too small for the amount of sediment in Videon’s Creek. The FWS would like to expand the trap from 8’ wide to 20’ wide to allow for more storage of sediment. At the same time, the FWS would like to make additional improvements as shown on the attached drawings and as specified herein. The contractor shall furnish all materials, labor, and equipment for the work described below.

Work includes but is not limited to:

1. Relocation of existing sheet piling to expand the sand trap from 8’ wide to 20’ wide in Videon’s creek. Also including excavating the creek bottom to allow for the sediment collection.

2. Widening of the existing access road to allow for cleanout of the expanded sand trap. This would include but is not limited to the relocation of ex. sheet piling retaining walls, construction of new sheet pile retaining walls, clearing of trees for the widening, relocation of a rip-rap drainage ditch, installation of aggegate base and separation fabric, compaction, hauling off excess material, seed and mulch.

3. Other miscellaneous items as shown on the drawings and as required by the specifications.

This work shall not be measured for payment and shall be paid for on a lump sum basis, complete.

Special Note #1: The work within Videon’s Creek shall be completed between May 10th, 2025 until June 15, 2025.

01100-2

1.3 Location and Inspection of Site

A. The work site is located at the Pendill’s Creek National Fish Hatchery near Brimley, Michigan as shown on the included drawings. The mailing address is shown on the Solicitation, Offer, and Award (Standard Forms 1442 or, 18 block 9) as attached to this Invitation.

B. All prospective bidders/quoters, contractors, subcontractors, and related persons are encouraged to visit the site(s) of the proposed work and to assess the location(s) and extent of the work prior to submitting bids/quotes. Persons may inspect the work site by contacting the Hatchery Manager. All questions regarding the scope of work shall be presented in writing to the Contract Officer.

1.4 Specifications and Drawings for Construction

A. The successful bidder will be provided, upon request, pdf or AutoCAD versions of the contract drawings as necessary for execution of this contract. These drawings will be provided at no additional cost to the successful bidder/quoter.

B. Exact location of all affected utilities will be the responsibility of the contractor. Drawings do not completely show existing utilities. Site verification is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.

C. In case of difference between drawings and specifications, the specifications shall govern.

1.5 Work Not Included In This Contract

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

01100-3

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.

1.6 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.

(a) Unless specifically provided herein, no materials or equipment shall be furnished by the Government under this Contract.

1.7 Temporary Facilities

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

B. Temporary Toilet facilities will be required for workers throughout the project.

C. Large amounts (>100gallons) of water needed for construction shall be provided by the contractor.

D. The contractor may use the existing electrical

/power supply for small construction activities during this project. Large amounts (>5KWH per day) of electrical power will be the responsibility of the contractor.

E. The hatchery will not provide phone/fax services and will not accept deliveries or unload deliveries.

F. The hatchery will not provide tools, parts, or other equipment to the contractor for use during construction.

01100-4

1.8 Site Access, Staking 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 Officer.

B. Construction staking will not be provided by the

Government, the contractor shall include all costs to stakeout, mark, survey, or otherwise layout the work to be accomplished as part of this contract.

C. Maintain traffic and public safety in a safe manner with signs, barricades, lights, and watchmen as required. Follow Manual of Uniform Traffic Control Devices (MUTCD). Load limits and other restrictions shall be obeyed. 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/quoters 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 from the owner to use private property or roads in the conduct of the Work.

D. Work scheduled on Saturdays, Sundays, Federal

Holidays or other than normal working hours shall be approved in advance by the COR, Hatchery Manager, and Contracting Officer.

1.9 Safety - In addition to FAR 52.236-13 Accident

Prevention

A. The contractor shall designate a safety officer to ensure a safe work site. The safety officer shall perform daily work site inspections to assure compliance with all safety regulations and standards.

01100-5

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. The Contractor shall provide a Pre-construction

Safety Checklist during the preconstruction conference.

D. 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 the accident report shall be provided to the Contracting Officer.

E. The contractor shall provide and install safety barricades, signs, or other warning devices to delineate & warn the public of the construction area.

F. Provide at least one non-freezing-type fire extinguisher in each workshop and shed used for storage of materials on the premises. Place in location readily accessible to workers.

G. Provide at least one non-freezing-type fire extinguisher of the appropriate class for each group of workers performing flammable procedures.

H. Provide and maintain a basic first aid kit for use of workers.

(a) Provide first aid supply commensurate with size of project with items necessary for first aid treatment of all injuries. The first aid supply shall include items identified on SDS (see paragraph B of this section) in applicable locations.

(b) Advise all workers of the location of first aid supplies.

(c) Post telephone numbers of nearest hospital or ambulance service and fire station in

01100-6 conspicuous location. Advise all workers of location of telephone numbers.

I. Provide necessary Personnel Protective Equipment

(PPE) as identified by SDS and OSHA regulations.

Provide documentation, workers have been trained in use of PPE prior to individual use.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

(END OF SECTION 01100)

DIVISION 1 SECTION 01310

GENERAL REQUIREMENTS PROJECT COORDINATION

01310-1

PART 1 - GENERAL

1.1 Jobsite Administration - Superintendence, Subcontract

administration and Quality Control, is the responsibility of the Contractor.

A. Final decisions relative to items in conflict shall be made by the Contracting Officer.

B. The Government 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 Government determines that the deficiencies in performance, which caused the temporary suspension, have been corrected.

C. The Contractor shall have responsible superintendence on site during all project operations. Contractor shall notify Government of any changes of superintendents.

D. The Contractor shall notify the COR at least ten (10) days prior to the anticipated date of completion of all Work specified herein. Upon completion of the Work, the COR shall proceed with the final 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.

F. The contractor shall notify the COR and Inspector five

(5) days prior to any concrete pours, paving and back filling so that the Inspector can be on-site to perform inspections.

1.2 Modification/Change Order procedures

A. In the event of the need for a Change Order, the Contractor will receive a letter requesting a price quote for proposed changes to the Contract.

01310-2

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, profit, and bond for the proposed changes.

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

1.3 Preconstruction Conference

A. Soon after award of the Contract and prior to commencing construction, the Contractor and any subcontractors shall attend a preconstruction conference with representatives of the Government.

Timely notification of the meeting will be given to the Contractor. Time, date, and place of the conference will be determined by the Contracting Officer. Requirements pertaining to Contract administration, construction operations and the project schedule will be discussed. The project schedule shall be in accordance with Section 01330.

The Preconstruction Safety Checklist shall be submitted for review during this conference. Please pay special attention to Question #15 of the “Preconstruction Safety Checklist”.

1.4 Progress 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 conflicts, discrepancies or other difficulties for resolution. A record of

01310-3 discussions and decisions will be prepared by the Government and distributed to those attending and others affected.

PART 3 - EXECUTION (not Applicable)

(END OF SECTION 01310)

DIVISION 1 SECTION 01330

GENERAL REQUIREMENTS SUBMITTALS

01330-1

1.1 General:

A. Refer to submittal register or technical specifications for all submittals required.

B. When specifically requested by the Contracting Officer

(CO), Contractor’s Officer’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.

1.2 Submittal Register:

A. A submittal register, summarizing (not a complete listing) major items requiring submittals under this solicitation, is provided as an attachment to this document. The Contractor shall provide all required submittals to the COR within 30 days of award except for items noted otherwise on the submittal register.

B. Furnish a minimum of four copies of all required submittals. Three copies will be retained by the Government. The remaining copies will be returned to the Contractor.

C. The approval of submittals shall not relieve the

Contractor to comply with the terms and conditions of the Contract Drawings and Specifications. The Contractor shall be responsible to determine correct dimension, design, connection, detail and satisfactory construction of all Work.

1.3 Project Schedule: Contractor shall provide as required by

Federal Acquisition Regulation (FAR) clauses. *

1.4 Price Breakdown - Lump Sum Items: Contractor shall provide as required by FAR clauses. *

01330-2

1.5 Subcontractor's List

A. Submit a list of subcontractors who will be working on the project.

1.6 Submittal of Progress Payment Certificate: Contractor shall provide as required by FAR clauses. *

1.7 Guarantees, Warranties And Certificates: Refer to Section

01770

1.8 Operating And Maintenance Instruction: Refer to Section

01770

1.9 Delivery Tickets

A. The Contractor shall submit to the Government's on site representative, 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.

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

01330-3

* The applicable FAR clauses will be provided in full text to the resultant contractor at the pre-construction conference.

(END OF SECTION 01330)

DIVISION 1 SECTION 01420

GENERAL REQUIREMENTS DEFINITIONS AND STANDARDS

01420-1

1.1 Regulatory Requirements

A. All Work shall be accomplished in strict accordance with the regulations, codes, and laws in effect at the time the Work is performed for the location where it is to be performed. All completed construction shall comply with OSHA, NFPA, NEC and ABA regulations.

B. All work performed on this project shall comply with

Title 40, Protection of the Environment, Code of Federal Regulations.

C. All electrical installations, components and work shall comply with the most current edition of NFPA 70 National Electric Code.

1.2 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’ specifications and any applicable state safety and health requirements.

1.3 Permits

A. All permits required to support the 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.

(END OF SECTION 01420)

DIVISION 1 SECTION 01770

GENERAL REQUIREMENTS PROJECT CLOSEOUT

01770-1

1.1 Manufacturer's Specifications

A. The installation of manufactured products and equipment, together with all associated parts, shall be in conformance with the manufacturer's recommendations, and code requirements. All installations shall be complete and ready for immediate use, and every part required for proper operation of the manufacturer's equipment shall be provided. Following the completion of the Work under this Contract, all installed equipment shall be tested for proper operation and compliance with the Contract.

1.2 Final Inspection

A. The Contractor shall request a final inspection in writing at least ten (10) days prior to the anticipated date of completion.

B. Work will not be considered ready for final inspection until all the Work has been completed and the Contractor has certified that all items are properly operating and in strict compliance with all Contract terms and conditions.

C. The Contractor or the project supervisor shall be at the job site during the final inspection.

1.3 Tests

A. Complete all tests required to prove actual operating performance of equipment and systems incorporated into the project.

B. Submit reports of all tests to the Contracting Officer prior to final payment.

C. Provide any regulatory acceptance documents in cases of cleanup.

01770-2

1.4 Maintenance and Operating Instructions

A. Submit three (3) final copies of all operating, maintenance instructions and parts lists for all equipment and systems that require adjustment, servicing, and attention for proper operation.

Include all information necessary for proper operation of equipment. Use simple, non-technical language where possible. Provide all necessary diagrams and schematics required by repairmen. Any hazards likely to occur in operation of equipment shall be pointed out to avoid improper operation of any equipment that might result in damage or danger to equipment, building or personnel.

B. Final copies of all maintenance and operating information shall be submitted in bound form as a "Manual of Operating Instructions" with items grouped by sections of Work. Append each manual with name, address, telephone number of Contractor, subcontractor and companies or individuals providing service for equipment used.

C. Provide competent personnel to meet with the

Government representative to fully explain and familiarize the Government personnel with all equipment and its operation and maintenance.

1.5 Record Drawings:

The Contractor shall provide and maintain in proper order and in good, clean condition, at the project office or at the project site, one (1) complete set of full size prints of all Drawings. On this set, with red pencil or ink, the Contractor will neatly inscribe all changes in Work. At time of final acceptance, and prior to final payment, these corrected prints will be presented to the COR. The Contractor will note all data and changes on these record drawings in sufficient detail and clarity to provide information necessary for preparation of "as built" drawings by the Government.

01770-3

1.6 Guarantees, Warranties and Certificates

A. The Contractor will submit all guarantees, warranties and certificates to the Government prior to final payment.

B. The Government requires a 100% warranty for a period of one full year after final acceptance. Items of Work found defective during the warranty period will be replaced at no cost to the Government and the warranty for that particular part of the Work shall automatically extend for one full year beyond the completion date of repairs.

C. If a manufacturer or supplier offers a guarantee/warranty or is required per the detailed specification to provide a guarantee/warranty in excess of the one year requirement outlined herein, then the longer period will apply for those particular items.

(END OF SECTION 01770)

DIVISION 2 SECTION 02071

SITE WORK SELECTIVE DEMOLITION

02071-1

1.1. General

A. The work of this section consists of the demolition and relocation of sheet pile retaining walls, and other miscellaneous items as shown on the contract drawings.

PART 2 – PRODUCTS

PART 3 - EXECUTION

3.1 Disposal

1. Concrete material or other non-regulated demolition material shall be removed from the hatchery site and disposed of in accordance with state and local regulations.

2. All hazardous demolition material such as asbestos, treated wood or asphalt pavement shall be removed from the hatchery site and disposed of in an EPA licensed landfill or as otherwise required by state and local regulations.

3. The contractor is encouraged to take any non-regulated materials removed from this project to a recycling center.

3.2 Execution

1. All existing pavements, structures, or other surfaces shall be saw-cut at removal limits. The contractor shall take special precautions to ensure saw dust or water used during sawing does not enter the raceways, contaminate the intake water, or pollute the adjacent creek.

2. The Contractor shall erect temporary supports as needed in order to do any demolition required.

3. The Contractor shall take precautions to insure that the remaining structures are not damaged. Any damage to the

DIVISION 2 SECTION 02071

SITE WORK SELECTIVE DEMOLITION

02071-2 structures shall be repaired at the Contractor's expense.

4. Areas disturbed by the demolition which are not incor-porated into the new work shall be restored to their original condition or better, even if the original condition was poor.

(END OF SECTION 02071)

DIVISION 2 SECTION 02200

SITE WORK EXCAVATION, GRADING AND FILL

02200-1

1.1 General

A. The requirements of this section shall include the excavation, dewatering, dredging, backfilling, compaction, and grading necessary for the installation of the improvements as shown on the drawings and as specified herein.

B. The Contractor shall have the local utility field mark utility locations and verify location of existing utilities prior to excavation.

C. The Contractor shall compact all locations disturbed by construction operations to eliminate voids and settling.

D. The Contractor shall grade all areas excavated or otherwise disturbed by the construction activities to a smooth surface, free of holes or lumps and sloped to drain away from buildings and equipment.

E. All equipment to be used on-site shall be washed prior to arrival to prevent the spread of invasive species.

1.2 Submittals

A. Granular Material: Submit Gradation, Material

Certification, and Stockpile location.

B. Test Report: Provide successful compaction tests reports prior to submitting for progress payment.

PART 2 – PRODUCTS

2.1 Materials

A. Embankment material: All excavated materials not suitable for backfill shall be removed and disposed of off-site.

B. Granular Material: Granular material furnished and used

02200-2 in the work shall consist of natural sand or a mixture of sand with gravel, crushed gravel, or crushed stone.

Granular material shall meet the Michigan Department of Transportation specification 902.08 (Class I). No recycled concrete, slag, or other materials will be allowed. An approved flowable fill material may also be considered for trench backfills.

PART 3 – EXECUTION

3.1 Execution

A. Trench Excavation

1. All trench areas shall be excavated and free (stripped) of any gravel, topsoil, or vegetation.

2. Over-excavation below grade shall be corrected by replacing and compacting with granular material to 100 percent of Standard Proctor density.

3. Slopes: Excavated to at least the angle of repose and as required by the State or OSHA, whichever is more restrictive. Brace, shore, and otherwise support excavations in order to protect property and provide worker safety.

4. Pile excavated material in a manner that will not endanger work or pollute the adjacent creek. Remove excavated materials from the site prior to the end of each day.

5. Over-excavate when sub-grade contains unstable or unsuitable material. Bring excavation up to grade with compacted granular material. Notify COR of soil conditions which may be poor bearing capacity and when organic soils are encountered. Install additional rock stabilization when necessary.

6. Provide temporary support, remove, relocate, or reconstruct existing utilities located within trench excavation. Utility owner shall designate method employed. Use care and provide compacted

02200-3 fill or other stable support for utility crossings to prevent displacement, rupture, or failure.

10. Excavate to expose existing utilities that cross in close proximity to new pipe line to determine utilities' location ahead of pipe installation to avoid grade conflict. Measure to determine utilities' location relative to new pipe line location. Deviation from alignment, grade, and location to avoid conflict may be ordered by the Engineer. Plan work with Engineer at preconstruction conference and coordinate activities during course of work.

11. All excavations shall comply with OSHA 29CFR1926-

Subpart P – Excavations.

B. Fill

1. All earthen fill material shall be free of wood, debris, and large rocks.

2. Granular fill material shall be placed in uniform depth layers not exceeding a loose depth of 8-inches and shall be compacted over the entire width. Fill not meeting the requirement shall be excavated and recompacted.

3. Compact fill materials to 95% of Modified Proctor

Density, per ASTM D 1557. Provide compaction test results to COR for each 8” layer of backfill.

Testing shall be performed by a qualified testing company.

5. All trenches shall be excavated and shored as necessary, in accordance with OSHA requirements.

The trench shall be wide enough to permit operation of hand operated compaction equipment without damaging the pipes.

6. Excavated material not suitable or required for fill shall be disposed of legally off-site.

(END OF SECTION 02200)

DIVISION 2 SECTION 02210

SITE WORK EROSION CONTROL

02210-1

SECTION 02210 EROSION 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 US Fish And Wildlife Service for fines levied by authorities having jurisdiction due to non-compliance by Contractor.

1.02 REFERENCE STANDARDS

A. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit.

B. FHWA FLP-94-005 - Best Management Practices for Erosion and Sediment Control; Federal Highway Administration.

1.03 PERFORMANCE REQUIREMENTS

A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and sedimentation control, as specified for the National Pollutant Discharge Elimination System (NPDES), Phases I and II, under requirements for the 2003 Construction General Permit (CGP), whether the project is required by law to comply or not.

B. Best Management Practices Standard: Federal Highway Administration Best Management Practices for Erosion and Sediment Control.

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.

02210-2

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.

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 US Fish And Wildlife 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 US Fish And Wildlife 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 US Fish And Wildlife 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.

02210-3

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

PART 2 PRODUCTS

2.01 MATERIALS

A. 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.

Ensure seed is at least 98% weed free.

B. 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 after 500 hours exposure.

4. Tensile Strength: 100 lb-f, minimum, in cross-machine direction; 124 lb-f, minimum, in machine direction;

when tested in accordance with ASTM D4632.

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

6. Tear Strength: 55 lb-f, minimum, when tested in accordance with ASTM D4533.

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

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

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

D. Gravel: See Section 32 1123 for aggregate.

02210-4

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.

END OF SECTION

DIVISION 2 SECTION 02230

SITE CONSTRUCTION SITE CLEARING

02230 - 1

SECTION 02230 - SITE CLEARING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes the following:

1. Protecting existing trees, shrubs, groundcovers, plants and grass to remain.

2. Removing trees, stumps, shrubs and vegetation that conflicts with proposed construction.

3. Stripping and stockpiling topsoil.

4. Removing above- and below-grade site improvements.

5. Temporary erosion and sedimentation control measures.

B. Related Sections include the following:

1. Division 2 Section "Earthwork" for soil materials, excavating, backfilling, and site grading.

1.3 DEFINITIONS

A. Topsoil: Natural or cultivated surface-soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches in diameter; and free of subsoil and weeds, roots, toxic materials, or other nonsoil materials.

1.4 MATERIAL OWNERSHIP

A. Except for stripped topsoil or other materials indicated to remain the Government's property, cleared and grubbed materials shall become Contractor's property and shall be removed from Project site.

02230 - 2

1.5 PROJECT CONDITIONS

A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations.

1. Do not close or obstruct streets, or other adjacent occupied or used facilities without permission from Government and authorities having jurisdiction.

B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Government's premises where indicated.

C. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing.

The Contractor shall contact local authorities and utility companies to determine exact locations of utilities before beginning excavation operations.

D. Do not commence site clearing operations until temporary erosion and sedimentation control measures are in place.

E. All equipment to be brought on-site shall be washed prior to arrival in order to prevent the spread of invasive species.

PART 2 - PRODUCTS(Not Applicable)

PART 3 - EXECUTION

3.1 PREPARATION

A. Protect and maintain benchmarks and survey control points from disturbance during construction.

B. Protect existing site improvements to remain free from damage during construction.

1. Restore damaged improvements to their original condition, as acceptable to Government.

02230 - 3

3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL

A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways, prepare a sediment and erosion control plan that is specific to the site, that complies with EPA 832/R-92-005 or requirements of authorities having jurisdiction, whichever is more stringent.

B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established.

C. Remove erosion and sedimentation controls and restore and stabilize (seed and mulch) areas disturbed during removal.

3.3 CLEARING AND GRUBBING

A. Remove grass, trees, shrubs, and other vegetation to permit installation of new construction.

1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated.

B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated.

1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches, and compact each layer to a density equal to adjacent original ground.

3.4 TOPSOIL STRIPPING

A. Remove sod and grass before stripping topsoil.

B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with underlying subsoil or other waste materials.

1. Remove subsoil and nonsoil materials from topsoil, including trash, debris, weeds, roots, and other waste materials.

02230 - 4

C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water.

1. Do not stockpile topsoil within tree protection zones.

2. Dispose of excess topsoil as specified for waste material disposal.

3. Stockpile surplus topsoil to allow for respreading deeper topsoil.

3.5 DISPOSAL

A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Government's property.

1. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities.

2. Dispose or hazardous and regulated materials in accordance with all local city, county and state laws and regulations.

3. Comply with all Federal, State, and local regulations when removing surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris off Government property, do not burn debris.

(END OF SECTION 02230)

DIVISION 2 SECTION 02485

SITE CONSTRUCTION LAWNS & GRASSES

02485 - 1

SECTION 02485 – LAWNS AND GRASSES

PART 1 GENERAL

1.01 SUMMARY

A. Section includes establishment of herbaceous ground cover on designated areas.

B. Related Sections:

1. Section 02200 - Excavation, Backfilling and Compaction

1.02 SUBMITTALS

A. Submit certified test report for each seed mixture.

1.03 ACCEPTANCE OF WORK

A. Turf establishment will be accepted on a total project basis.

B. All erosion control items must also be in place and properly maintained prior to acceptance.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Protect seed from moisture, heat, rodents, and other damage prior to use.

B. Deliver fertilizer in waterproof bags showing weight, chemical analysis and name of manufacturer.

1.05 SCHEDULE OF WORK

A. Coordinate turf establishment to minimize lag time after topsoil placement.

B. Plant seed between May 1 and September 20.

1.06 MAINTENANCE

A. Maintain and repair all areas until final acceptance.

PART 2 PRODUCTS

2.01 SEED MIXTURE

A. Seed Mixture for sunny areas:

1. Park Kentucky Bluegrass: 60 percent

2. Fine Leaf Perennial Ryegrass: 30 percent

3. Creeping Red Fescue Grass: 10 percent

02485 - 2

2.02 SOIL MATERIALS

A. Topsoil: Fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site; free of subsoil, clay or impurities, plants, weeds and roots; pH value of minimum 5.4 and maximum 7.0.

2.03 MULCH

A. Mulch shall be 99% weed free straw or hay mulch spread evenly over the areas to be seeded.

PART 3 EXECUTION

3.01 SOIL PREPARATIONS

A. Remove all undesirable weeds as directed.

B. Loosen topsoil on all areas with 2:1 slopes or flatter prior to seeding.

C. Cultivate to a depth of 3 inches using discs or other suitable equipment.

D. Operate equipment at right angles to direction of drainage.

E. Fill all washouts prior to cultivation.

F. Finish all areas to provide a smooth, moist, even-textured foundation of uniform density.

G. Approval of the COTR is required prior to placing seed.

3.02 FERTILIZING

A. Apply fertilizer in accordance with manufacturer’s instructions.

B. Apply after smooth raking of topsoil and prior to roller compaction.

C. Do not apply fertilizer at same time or with same machine as will be used to apply seed.

D. Mix thoroughly into upper 2 inches of topsoil.

E. Lightly water to aid the dissipation of fertilizer.

3.03 SEEDING

A. Apply seed at a rate of 4 pounds per 1000 square feet evenly in two intersecting directions. Rake in lightly.

B. Do not seed areas in excess of that which can be mulched on same day.

C. Do not sow immediately following rain, when ground is too dry, or during windy periods.

D. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4-inches of soil.

END OF SECTION 02485

DIVISION 2 SECTION 02600

SITEWORK AGGREGATE BASE

02600-1

PART 1 - GENERAL

1.1 Summary

A. Work covered under this Section includes providing all materials, equipment, and labor necessary to construct base materials for roads and structures.

1.2 REFERENCES

A. American Society for Testing and Materials, Current Edition, hereafter referred to as ASTM.

B. Michigan Department of Transportation Standard Specifications for Construction, 2003 Edition, hereafter referred to as MIDOT Standard Specifications.

1.3 SUBMITTALS

A. Aggregate Base: Submit Gradation, Material Certification, and Stockpile location.

B. Test Reports: Provide successful Aggregate Base compaction test reports prior to submitting progress payment.

PART 2: PRODUCTS

2.1 AGGREGATE BASE

A. Aggregate base materials shall conform to the requirements of MIDOT Specification 902.06, Gradation 22A or 23A. No recycled concrete, slag, or other materials may be used.

2.2 SEPERATION FABRIC

A. Separation fabric between sub-grade and aggregate base shall be non-woven geotextile separator fabric meeting MIDOT specifications.

PART 3: EXECUTION

3.1 REMOVAL

A. Removal areas shall be prepared to the lines and grades as shown in the drawings.

DIVISION 2 SECTION 02600

SITEWORK AGGREGATE BASE

02600-2

3.2 AGGREGATE BASE

A. Install 6” of new aggregate base material, as necessary, to obtain a nice smooth, even base for existing roadway repair and new roadways. Compact base to 95% of Modified Proctor Density, ASTM D 1557. Base material density shall be tested approximately every 50 feet along sub-base.

3.3 FIELD QUALITY CONTROL

A. The CONTRACTOR shall establish and maintain quality control for Work covered under this Section to assure compliance with the contract requirements, including compaction test results as requested by GOVERNMENT. The CONTRACTOR shall employ a qualified testing agency to perform compaction testing. Testing shall be accomplished as shown above.

(END OF SECTION 02600)

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PRECONSTRUCTION SAFETY CHECKLIST

PROJECT LOCATION:

PRECONSTRUCTION MEETING

DATE:

NAME AND ADDRESS OF

CO NT RACT OR :

NAME OF CONTRACTOR

SU PER INT EN DE NT /FO RE M AN

NAME OF SERVICE

CONTRACTING OFFICER:

NAM E O F C ON TR ACT OR ’S

COM PETEN T PERSO N (PER 29

CFR

PROPOSED CONSTRUCTION

STAR T D ATE:

PROJECT T ITLE: CONTRACT NUMBER:

The Fish and Wildlife Service (FWS) places safety and health as a top priority at all Service contracted construction sites (360 FW 4). The contractor has ultimate responsibility for safety during construction until final completion and acceptance of the project by FWS.

This checklist serves as an assurance tool/guide in assessing safety program preparations of the contractor, and is not all-inclusive. As tasks change and new risks and hazards are introduced, you may need to address additional safeguards and corrective measures.

The contractor and subcontractor(s) must comply with all Occupational Safety and Health Administration (OSHA) regulations applicable to the construction project, including requirements set forth w ithin solicitation provisions and contract clauses (e.g., FAR 52.236-13 “Accident Prevention” with Alternate I and Special Provisions). It is the responsibility of the contractor/subcontractor(s) to adhere to regulations found at 29 CFR 1910, 1926, and 1928. (See page 5 for Table of Contents of OSHA Construction Safety Standards.) Each contractor/subcontractor must initiate and maintain an effective safety program that provides adequate systematic policies, procedures, and practices to protect their employees from, and allow them to recognize, job-related safety and health hazards. The program must include provisions for the systematic identification, evaluation, and prevention/control of general work s ite hazards, specific job hazards, and potential hazards that may arise from foreseeable conditions, as well as providing a competent person to conduct frequent and regular inspections. The contractor must instruct each employee to recognize and avoid unsafe conditions and the regulations applicable to the work environm ent.

The contractor will address the following items prior to and/or during the Preconstruction Conference (the Contracting

Officer/Contracting Officer’s Representative will record these items):

1.

FAR 52.236-13, Accident Prevention, Alternate I and applicable safety provisions?

The contractor has read and understands his/her re spo nsibilities for compliance with contractual safety language -

NO ___YES ___

2. Has contractor prepared a Safety Plan that analyzes anticipated hazards of the project and indicates how the hazards will be controlled?

use, scaffolding, excavat

Contractor must identify specific procedures for controlling hazardous operations such as crane

NO ___ion/trenching, hot work/welding, etc,. ES ___ Y N/A

FWS Form 3-2199 05/03 Page 1 of 5

3. How will contractor/subcontractor address the four leading hazards of construction work: falls, struck by, caught in/betw nd electr ical?

4. The “Designated Competent Person” (responsible for the pro ject’s safety and health performance) is knowledgeable corrective measures?

in applicable OSHA regulations and capable of identifying existing/predictable hazards, and has the authority to prompt

YES ___ NO ___

5.

haza

Do contractor and subcon tractor em ployees know wha t to do in the event of an em erge ncy (e.g., injury, fire, accident, ESYrdous material spill, etc.) with regard to the following actions? NO

a. Notification of Departm ent, FW S Facility Manager, CO, COR, CI, etc.

b. Means of com munication with contact numbers (e.g., radio, cellular, pager, etc.).

c. Availability of first-aid/medically-trained contractor personnel with appropriate medical supplies.

d. Personnel (including subcontractors) knowledge of location for imm ediate aid (e.g., first-aid, etc.).

e. Evacuation routes, signals, and procedures are provided to all on-site personnel.

f. Safety and health information disseminated to all site personnel (e.g., contractor and subcontractor employees).

6.

(If no, skip to # 7)

a. Location and type of trailer (office or equipment).

b. Telephone hook-up.

c. Electrical hook-up.

d.

W ill a contractor/s ubc ontra ctor tra iler be broug ht on site and its hook-up/p lacem ent coord inated with COR /CI?

e. Propane used for heating?

f. Serve as first-aid station? YES

Vehicle parking arrang em ent (adequate space).

YES ___

___NO ___

NO ___

7. Is contractor aware that he/she must ensure construction area is clearly delineated and posted with appropriate warning signs (e .g., “Hard Hat Area”, “Construction Site – CLOSED”, rea C losed to Public”, etc.), and that instructional signs (e.g., designated parking area, etc.) and flagmen or barriers may be required? Yes No

Housekeeping - Is contractor/subcontractor aware that they must ensure that following acceptable housekeeping

NO

“A

8.

standards are practiced from project’s start to finish?

YES

a. Form/scrap lumber with protruding nails and all other debris shall be kept clear from work areas.

b. Combustible scrap and debris shall be removed at regular/frequent intervals.

c. Materials shall be stored with regard to their fire characteristics with effective fire protection and prevention measures used.

d. An enclosed chute shall be used whenever materials are dropped more than 20 feet to an exterior point of a building.

e. Aisles, exits, and passageways shall be kept clear and in good repair.

9.

Is contractor aware of following Environmental and Personal Controls standards? YES NO

a. Potable water provided.

b. Restroom facilities provided.

c. W ashing facility provided for employees engaged in operations involving harmful substances.

d. Intoxicating beverages, controlled substances, and/or firearms are not permitted under any circumstances on the construction site.

e. All activities in or around water bodies must be in compliance with regulations for worker safety, including personal flotation devices or buoyant work vests, lifelines, ring buoys and guardrails while working over or adjacent to water hazards, and from barges, boats, and/or launches.

FWS Form 3-2199 05/03 Page 2 of 5

10.

a. Confined Space.

b. Scaffolding.

c. Fall Protection.

d. Hazard Comm unication.

e. Lockout/Tagout.

f. Respiratory Protection.

g. First Aid.

Is contractor/subcontactor aware that following employee training considerations may need to be addressed?

YES NO

11. Contractor/subcontractor is responsible for requiring the wearing of appropriate personal protective equipment in all operations where there is an exposure to hazardous conditions or where the need is indicated for using such equipment to reduce the hazard to their employee(s). The contractor/subcontractor is also responsible for ensuring equipment may include the following: Discussed with contractor?

that personnel using protective equipment shall be trained and medically qualified to do so. Such personal protective

a. Eye and face protection (safety goggles, safety glasses, welding goggles, face shields, etc.).

b.…