AllSpecs_FinalAsBid_06.15.2020.pdf

FishPass Specifications FISHPASS

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 10 REAL ESTATE

01 11 00 SUMMARY OF WORK

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 CONSTRUCTION PROJECTS AND SAFETY PERFORMANCE SIGNS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 13.00 10 ASBESTOS ABATEMENT

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 83 13.00 20 LEAD IN CONSTRUCTION

02 83 19.13 10 LEAD-BASED PAINT ABATEMENT

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 41 33 PRECAST STRUCTURAL PRETENSIONED CONCRETE

DIVISION 04 - MASONRY

04 00 00 MASONRY

04 20 00 UNIT MASONRY

04 20 01 MASONRY REINFORCEMENT

DIVISION 05 - METALS

05 05 23.13 10 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

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05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 00 00 DIVISION 6 - WOOD AND PLASTICS

06 10 00 ROUGH CARPENTRY

06 20 01 WOODEN BOARDWALK

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 42 13 METAL WALL PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 72 73 VEGETATED ROOF SYSTEMS

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 00 00 DOORS AND WINDOWS

08 11 13 STEEL DOORS AND FRAMES

08 31 13 ACCESS DOORS

08 33 23 OVERHEAD COILING DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND DOOR LOUVERS

DIVISION 09 - FINISHES

09 00 00 FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 65 19 RESILIENT TILE FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 00 00 SPECIALTIES

10 00 50 BASIC SPECIALTIES REQUIREMENTS

10 14 00 SIGNAGE

10 14 23 IDENTIFYING DEVICES

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 72 00 PEDESTRIAN BRIDGE

DIVISION 12 - FURNISHINGS

12 00 00 FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

PROJECT TABLE OF CONTENTS Page 2

12 93 00 SITE FURNISHINGS

DIVISION 14 - CONVEYING EQUIPMENT

14 00 00 CONVEYING SYSTEMS

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

22 13 29 SANITARY SEWERAGE PUMPS

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 01 30.41 HVAC SYSTEM CLEANING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 34 23.00 40 HVAC POWER VENTILATORS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 41 13.00 40 PANEL FILTERS

23 82 01.00 10 WARM AIR HEATING SYSTEMS

23 82 46.00 40 ELECTRIC UNIT HEATERS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 24 16.00 40 PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 32 14.00 10 GASEOUS-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

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31 10 00 CLEARING

31 10 90 VIBRATION AND SETTLEMENT MONITORING

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 32 39 BIOENGINEERING PRACTICES FOR STREAM BANK AND SHORELINE

STABILIZATION

31 41 16 METAL SHEET PILING

31 60 00 FOUNDATION PREPARATION

31 62 16 STEEL PILES

31 62 19 TIMBER PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 13.62 ASPHALT SURFACE TREATMENT

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 15 00 AGGREGATE SURFACING

32 16 15 CONCRETE BLOCK PAVEMENTS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 16 WELDED WIRE FENCE AND GATE

32 32 16 GRAVITY RETAINING WALL

32 60 00 RIVER SIGNAGE

32 91 00 RAIN GARDEN SOIL MIXTURE

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 14 STOP LOGS

35 20 16.53 VERTICAL LIFT GATES

35 20 17 OBERMEYER TILTING GATES

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR

STRUCTURES

35 31 19.20 ARTICULATING CONCRETE BLOCK REVETMENTS

35 51 13 FLOATING DOCK

35 59 13.16 BUOY WARNING SYSTEM

DIVISION 40 - PROCESS INTERCONNECTIONS

40 95 00 PROCESS CONTROL

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.16 GANTRY CRANES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10

REAL ESTATE

09/19

PART 1 GENERAL

1.1 SUBMITTALS

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

1.2.2 Additional Real Estate Rights

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

1.3.2 Survey Markers

1.3.2.1 Semipermanent Markers

1.3.2.2 Temporary Markers

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 10 10 Page 1

SECTION 01 10 10

REAL ESTATE

09/19

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Additional Property Agreements ; G-RED.

Copies of any agreements for Contractor-acquired real estate rights for this project shall be furnished before entering thereon.

Certified Survey Results

For additional real estate rights beyond what is shown in the drawings, furnish a copy of certified results of surveys which verify areas and limits of Contractor-acquired real estate rights.

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

Rights for the use of the work and storage areas have been obtained and the general limits of the areas are shown on the drawings. Copies of real estate agreements conveying rights for use of the work and storage areas obtained prior to advertisement are included in the solicitation package.

Contractors are required to comply with requirements and conditions for all agreements in the solicitation package, and any others obtained after, as a condition for use of the real estate. No other real estate agreements have been obtained by the Government for this project and contractors are cautioned of the need to complete the project without dependence on additional real estate being obtained. Property agreements and/or real estate rights provided under this contract (if any) will be attached to this SECTION. Note - Easements are not signed and recorded as of printing.

1.2.2 Additional Real Estate Rights

If additional property agreements and/or real estate rights are desired by the Contractor, they may obtain them at their own expense. Additional agreements obtained by the Contractor must be coordinated and acknowledged as sufficient by Real Estate, U.S. Army Corps of Engineers, Detroit District, 477 Michigan Avenue, McNamara Building, Detroit, Michigan prior to application and/or execution. Such agreements shall clearly relieve the Government of any potential responsibility for damages or liability resulting from the Contractor's use of such grounds. This acknowledgement will be dependent upon their conformance with Federal Requirements of Real

SECTION 01 10 10 Page 2

Estate, Environmental, and others which may be determined applicable. It is advised that if additional real estate rights are to be sought, that coordination is performed with Real Estate to obtain guidance and/or examples of acceptable agreements. Additional real estate rights may also be obtained by the Government after the solicitation. The Contractor is required to abide by all terms and conditions as set forth in the agreements if utilized.

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

It shall be the Contractor's responsibility to accurately locate the limits of all lands utilized under the contract. The corner and angle points of each area for which rights have been obtained shall be marked with semipermanent markers except where there is an approved existing property marker. Temporary markers shall be placed at points on alignment. The points on alignment shall be marked at stations so that intervals between points do not exceed 200 feet.

1.3.2 Survey Markers

All markers shall be installed in an area prior to its use and they shall be available for reference during and upon completion of use of the area.

Where approved existing property markers are found, a witness stake, as specified in Subparagraph, "Semipermanent Markers" below, shall be provided. If the types of markers specified hereinafter cannot be used, other types, as approved by the Contracting Officer, shall be provided.

1.3.2.1 Semipermanent Markers

The markers shall be a steel rod one-half inch in diameter and four (4) feet long. The steel rod shall be driven vertically into the ground so that the top is flush with the finished ground surface. Each marker shall be witnessed by a 2" x 2" yellow stake extending two (2) feet above the ground surface and driven into the ground until stable, with not less than one (1) foot penetration.

1.3.2.2 Temporary Markers

Markers shall be 2" x 2", red-colored, wood hub stakes driven into the ground until stable (not less than one (1) foot penetration) with two (2) feet projecting above the ground surface. If the period in which temporary markers are to be in place exceeds one (1) construction season, a more permanent type of marker, as approved, shall be provided.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 10 10 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

09/19

PART 1 GENERAL

1.1 RELATED DOCUMENTS

1.2 PROJECT DESCRIPTION

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.4 WORK

1.5 OTHER GENERAL REQUIREMENTS

1.6 SUBMITTALS

1.7 GOVERNMENT FURNISHED MATERIAL AND EQUIPMENT

1.7.1 Delivery Schedule

1.7.2 Delivery Location

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 HEALTH AND SAFETY

3.2 PROTECTION OF PROPERTY AND OPERATIONS

3.3 CONTRACTOR'S USE OF PREMISES

ATTACHMENTS:

Emergency Action Plan for Union Street Dam

Union Street Dam Safety Inspection Report

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

09/19

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. All applicable requirements of other portions of the Contract Documents apply to the Work of this Section, including but not limited to Division 1, General Requirements.

B. Definition: COR - Contracting Officer's Representative.

1.2 PROJECT DESCRIPTION

A. SECTION INTENT: This section is intended to provide a summary of the project and the various elements of work associated with it. This summary should be used in conjunction with other Specification sections and the construction Drawings. This section does not provide the technical detail for particular Work Items, but describes the work as a whole, providing an overall perspective to the separate tasks and their interrelationships.

B. GENERAL: The purpose of the work shown on these plans is the modification of the Union Street Dam including demolition of the existing dam structures and appurtenances, construction of new weirs, bypass channel, fish-sorting channels, research building, pedestrian bride, park areas, and restoration after construction. The work generally includes, but is not limited to concrete removal, removal and disposal of fill/sediment materials, construction of the bypass and fish-sorting channels, construction of instream habitat including channel bed material and boulders, construction of shown bridges/buildings and park features, and restoration of the river bank and other disturbed areas within the project limits. This work will be conducted while the contractor actively manages water levels on the Boardman River and flow over/through the Union Street dam within the constraints specified in the drawings and specifications.

The work to be completed consists of six major components, and includes installation and maintenance of erosion and sedimentation control measures for each:

1. The demolition and removal of the Union Street Dam embankment, intake structure, spillway, and fish ladder and construction of new concrete low flow and labyrinth weirs. (Latest dam safety inspection report is attached at the end of this section.)

2. Construction of concrete experimental fish sorting channel and headworks structure.

3. Construction of naturalized bypass channel and in-channel features and new concrete low flow and labyrinth weirs.

4. Construction of downstream tailwater entrance pad.

5. Construction of Research Building on north bank of Boardman River including new utilities, electrical and communications.

6. Construction of park features, landscaping design, and pedestrian bridge, including site security features, signage, communications, and site lighting.

SECTION 01 11 00 Page 2

C. DEMOLITION AND DAM REMOVAL SUMMARY:

1. Phased demolition and Dam Removal generally consists of:

a. Prior to starting demolition, construct water main to relocated position, connecting to existing city mains in the alley and in Union Street.

b. Complete testing on the new water main.

c. Place sheet pile upstream of Union Street Dam to a depth of 60-ft from noted Top of Wall (TOW) elevation 594 with an overtopping section at elevation 591.

d. Install temporary riprap overtopping protection immediately downstream of the overtopping section. [At this time all river flow will be through the ten (1) existing culverts in the Union Street Dam toward the north shore of the Boardman River. Operate the existing stoplogs in front of the culverts as indicated in the drawings so as to maintain existing water surface conditions for varying flow events.

e. Complete any dewatering operations required within sheet pile area including providing for any bypass pumping or routing of any existing stormwater outlets that are within the cofferdam area.

f. Excavate and dispose of any contaminated sediments within the cofferdam area upstream of the existing Union Street Dam embankment.

g. Construct the concrete low flow and labyrinth weirs and southern wall of headworks.

h. Place sheet pile downstream of Union Street Dam to a depth of 48.8-ft from noted TOW elevation 586.8.

i. Demolish existing dam features within limits of Phase 1 sheet pile, including existing auxiliary spillway, fish ladder, concrete intake structures, and water main.

j. Construction temporary channel to a minimum width of 45-ft from the installed median sheet pile wall and install temporary R-700 riprap armoring to be utilized for the duration of Phase 1 and Phase 2.

k. Construct downstream Articulated Concrete Block entrance pad to the extent possible.

l Demolish existing building and foundation on the south side of the river.

D. CONSTRUCTION OF FISH SORTING CHANNEL AND HEADWORKS:

a) Realign center sheet pile wall to match southern headworks wall.

b) Bulkhead gate openings on the southern headworks wall temporarily

c) Remove downstream sheet pile cut off wall placed during Phase 1.

d) Remove upstream sheet pile cut off wall placed during phase 1 and replace sheet pile as part of Phase 2 sheet pile from southern wall of headworks tie in point to the north shoreline. [At this time river flow would be passing through the newly constructed weirs and temporary channel.

e) Place Phase 2 downstream sheet pile cut off wall from center wall to the north shoreline.

f) Complete dewatering operations required within sheet pile area and provide for bypass pumping or routing of any existing stormwater outlets that are within the cofferdam area.

g) Excavate and dispose of any contaminated sediments within the cofferdam area upstream of the existing Union Street Dam embankment.

h) Construct headworks structures, install upstream stoplogs, and construct the concrete fish sorting channel as able between headworks and existing dam features.

i) Upon headworks structure reaching sufficient cure time and installation of stoplogs, demolish existing dam features within limits

SECTION 01 11 00 Page 3 of Phase 2 sheet pile including dam embankment, remaining portion of existing water main, tech existing culverts and associated inlet structures.

j) Construct remaining concrete fish sorting channel and downstream ACB entrance pad to the extent possible.

k) Install gates at headworks and downward tilting gates at downstream end of fish sorting channel.

l) Construct the pedestrian bridge abutment on the north side of the river.

m) Remove all temporary sheet piling.

E. CONSTRUCTION OF BYPASS CHANNEL AND IN-CHANNEL FEATURES:

a) Upon completion of the fish sorting channel and headworks structures and removal of all sheet pile cutoff walls, including the median sheet pile wall, construction of the bypass channel may begin.

b) Remove 3-ft of temporary riprap armoring, reusing material as able.

c) Construct bypass channel to the grades shown on the drawings.

d) Utilize bulk bag cofferdams and temporary diversions to complete construction of north and south banks of the bypass channel.

e) Construct large wood habitat structure, kayak launches, riprap with live stakes, riffles with habitat boulders, downstream control weir, and boardwalks. At this time fish sorting channel is opened to flow to pass as much river flow through the fish sorting channels so improvements can be constructed under minimal flow.

f) Finish construction of downstream ACB entrance pad.

F. CONSTRUCTION OF RESEARCH BUILDING:

a) During Phase 2, start site preparation and foundation work for the research building.

b) Complete building construction including all interiors (electrical, mechanical, plumbing, and communication).

c) Coordinate with all utilities in the area.

d) Construct green roof and exterior improvements around research building, including parking lot.

G. CONSTRUCTION OF PARK FEATURES, PEDESTRIAN BRIDGE, SITE SECURITY, AND

LANDSCAPING DESIGN:

a) Complete park improvements on the north side of the project area during Phase 2 as site sequencing and construction space allows.

Including sidewalks, rain gardens, proposed storm sewers.

b) Construct park improvements on the south side of the project area upon completion of the bypass channel. Improvements to include sidewalks, storm sewer, rain gardens, and plantings.

c) Complete final site work including electrical, signage installation, site security features, seeding, and landscaping.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The following permits have been applied for:

1. Joint Permit Application from the Michigan Department of Environment, Great Lakes, and Energy (MDEGLE).

B. The required Work for this contract includes:

1. Obtain permits as follows:

a. Demolition permit from the City of Traverse City Engineering Department and submit a notification (Notice of Intent to

SECTION 01 11 00 Page 4

Renovate/Demolish) to MDEGLE at least 10 working days prior to the demolition date. Prior to application for the demolition permit a NESHAP (40CFR Part 61, Subpart M) must be completed.

b. Storm Water Runoff Construction Permit from the City of Traverse City Engineering Department.

c. Soil Erosion and Sedimentation Control Permit from the City of Traverse City Engineering Department.

d. Electrical, Plumbing and Mechanical Permits from the Grand Traverse County Construction Codes Department and Grand Traverse County Plumbing/Mechanical Inspector.

e. Water Tap permit from the City of Traverse City Utility Accounting Department.

f. Sanitary Sewer Permit from the Grand Traverse County Plumbing Inspector.

g. Any other permits that may be required.

C. The work of any one trade, Contractor or Subcontractor shall not be limited to the work listed in a Section under "Project Description". Such listings are intended as general guides to the contents of a Section, and not as a scope of the work. Unless otherwise indicated, provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, test equipment, testing and other facilities and services necessary for the proper execution and completion of the work, whether temporary or permanent, and whether or not incorporated or to be incorporated in the work.

1.4 WORK

A. SEQUENCE AND SCHEDULING

General

1. The work shall be planned, scheduled, and performed in stages in order to complete the Work within the requirements of the Specifications and Drawings and the requirements of appropriate regulatory agencies and permits.

2. No on-site work will be required during the period between 1 December and 1 April inclusive and the days in this period will not be counted when computing the required completion date. The Contractor may perform work, unless otherwise prohibited, during all or any part of this period upon giving prior written notice to the Contracting Officer.

3. The sequence shall be in the general sequence described by Drawings C101 - C103.

4.Contractors are prohibited from performing any work before 7 a.m. or after 7 p.m. on Monday through Saturday. Work on Sundays is prohibited.

5. Contractor may be requested to reduce decibel levels of work for short durations during possible funerals at the church adjacent to the project area.

6. During the duration of construction there will be multiple festivals (Cherry Festival - typically in July, Film Festival -typically beginning of August, Art Fair, etc) held within the City of Traverse City where roads will be closed and increased activity will occur in the downtown area. Traffic and delivery routes will be affected. The Contractor is encouraged to coordinate their work with festival schedules. The Government is not liable for delays incurred due to increased activity in the downtown area due to public events.

B. PRECONSTRUCTION MEETING

SECTION 01 11 00 Page 5

Contractor shall coordinate and arrange for a preconstruction meeting at the site prior to the start of construction to be attended by the City of Traverse City, Great Lakes Fishery Commission, Contractor, and COR. Prior to the time of the preconstruction meeting, the contractor shall have the limits of the work (Grading and access routes) staked and the locations of existing utilities marked out. The purpose of this is to confirm the proposed work will not conflict with the adjacent sites. If a conflict is identified at that time, the Contractor shall request direction from the Government per the contract.

C. The Contractor shall maintain access for residents to the private parking garage located off Union Street, adjacent to the parking lot/project staging area. If access to the parking garage is required to be restricted for project work, 72 hours notice must be provided to the owners, including the anticipated duration, which is not to exceed 24 hours under any circumstances unless the owner has agreed to a longer period in writing.

D. The Contractor is NOT authorized to access the site via the River's Edge Condominium Association (via Lake Street). No blockages or access will be permitted under any circumstances to Rivers Edge facility.

E. The Contractor shall not store any material or equipment in the Central United Methodist Church parking lot and may not occupy more than 8 parking spots for more than 8 hours at a time while working on areas adjacent to the parking lot.

1.5 OTHER GENERAL REQUIREMENTS

A. Comply with all project permits and apply/obtain all Contractor responsible permits prior to the commencement of work.

B. Make arrangements for temporary storage of materials and supplies and for timely delivery to the project site.

C. Assist the Contracting Officer's Representative as required in the review of construction.

D. Maintain up-to-date records on-site.

E. Maintain the Limits of Work in a neat condition.

F. Coordinate all work with local utility companies:

NAME OF OWNER TYPE OF UTILITY

Traverse City Light and Power Electrical Attention: Rod Solak Construction Coordinator 1131 Hastings St.

Traverse City, MI 49686 Rsolak@tclp.org 231-932-4554

DTE Gas Attention: Larry Bourke Project Coordinator 609 Bjornson Rd.

Big Rapids, MI 49307

SECTION 01 11 00 Page 6

Lawrence.Bourke@dteenergy.com 231-592-3244

Consumers Energy Electrical Attention Curtis Hansen 821 Hastings Street Traverse City, MI 49684 Curtis.Hansen@cmsenergy.com 231-929-6265

Everstream Telecom Attention: Brian Kunter 3950 Sparks Dr SE Grand Rapids, MI 49546 BKunter@everstream.net 616-608-8946

ATT Telecom Attention: Kathy Dohm-Beiser Team Leader 142 E. State St, Floor 2 West Traverse City, MI 49684 KD1484@ATT.com 231-941-2707

City of Traverse City Sanitary, Storm Sewer, Water Main Attention: John McWethy 400 Boardman Ave Traverse City, MI 49684 JMcWethy@traversecitymi.gov 231-922-4467

Traverse City Downtown Development Authority Parking Lots/Meters Attention: Nicole VanNess 303 E. State Street, Suite C Traverse City, MI 49686 nicole@downtowntc.com 231-922-0241

1.6 SUBMITTALS

A. The Contractor shall submit schedules of work, safety plans, drawings and sequencing details, sediment management plans at each change in phase of work, test reports, lab data, and others to the Contracting Officer's Representative in accordance with Section 01 33 00. The Submittal Register at the end of Section 01 33 00 lists the specific submittals required.

1.7 GOVERNMENT FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the following materials and equipment for installation by the Contractor:

DESIGNATION NO. DESCRIPTION QUANTITY

1 Bronze Fish Medallion 17 2 Obermeyer Gates 2

SECTION 01 11 00 Page 7

3 Fire Hydrant 1 4 Corporation Stops 1 5 Curb Stops 1 6 Curb Boxes 1 7 Trash Receptacles 4 8 Bench 10 9 Bicycle Rack 6

Quantities indicated for the above listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified, and the various quantities will be adjusted when necessary.

Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Provide any additional quantities that are required.

1.7.1 Delivery Schedule

Materials and equipment delivery will be coordinated with the Contractor's schedule.

1.7.2 Delivery Location

The materials and equipment will be delivered to the job site with a minimum 3 days (72 hrs) notice to Contractor with any special equipment for unloading to be identified 7 days in advance of scheduled delivery.

It is the Contractor's responsibility to receive, unload and store the materials and equipment. Upon receiving the materials and equipment, it is Contractor's responsibility to store the materials and equipment in such a way to protect from damage, theft and other risks.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 HEALTH AND SAFETY

A. The contractor is responsible for understanding and being prepared to follow and fully implement the "USACE Manual No. 385-1-1 dated 30 November 2014". In addition, it will be required that any full-time superintendent maintain a copy of this plan at all times on site, and perform at least one (1) emergency response drill in cooperation with the County Emergency Management Coordinator during the first week of construction.

B. The contractor is responsible for understanding and being prepared to follow and fully implement the "Emergency Action Plan for Union Street Dam" dated December 14, 2018 as included in these specifications.

In addition, it will be required that any full-time superintendent maintain a copy of this plan at all times on site, and perform at least one (1) emergency response drill in cooperation with the County Emergency Management Coordinator during the first week of construction. During construction, the contractor must maintain an adequate level of

SECTION 01 11 00 Page 8 preparedness, as determined by the County Emergency Management Coordinator, for an unexpected dam breach.

3.2 PROTECTION OF PROPERTY AND OPERATIONS

A. The project will occur within the downtown area of the City of Traverse City. Residences and business are in close proximity around the project area. Impacts to adjacent property owners shall be minimized. The Boardman River is a heavily utilized recreational river with watercraft and fisherman moving through the river. Signage will be in-place notifying users of the project, but the Contractor is notified of the potential for the general public to enter the work area through the river corridor and adjacent sidewalks/paths, etc.

B. The Contractor shall utilize every precaution to protect the property from damage during execution of the Work. Any damage that the Contractor may inflict shall be repaired or replaced in a prompt manner as directed by the Contracting Officer's Representative (COR) at no additional cost to the USACE.

C. The Contractor shall take all measures required to minimize adverse impacts from execution of the work on property abutters and shall not interfere with their operations.

D. The Contractor shall coordinate site restrictions and vehicular/pedestrian traffic control plans as appropriate.

3.3 CONTRACTOR'S USE OF PREMISES

A. Confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and do not unreasonably encumber the Site with any materials or equipment. The Contractor shall use only those designated areas for staging and storage. Staging and storage areas are to be agreed upon and accepted by the Contracting Officer's Representative.

B. The Contractor shall assume full responsibility for the protection and safe keeping of products and equipment under this Contract that are stored on-site during the project construction.

C. At all times, provide the Contracting Officer's Representative easy and safe access to the work wherever it is in preparation and progress.

Provide such access so COR may perform his functions.

Attachments:

Emergency Action Plan for Union Street Dam Union Street Dam Safety Inspection Report

-- End of Section --

SECTION 01 11 00 Page 9

EMERGENCY ACTION PLAN

UNION STREET DAM

Boardman River Traverse City, Michigan

Revised: December 14, 2018

I. PURPOSE.

The purpose of this Emergency Action Plan is to define responsibilities and identify procedures to be followed by the City of Traverse City and other agencies in response to emergencies at the Union Street Dam. An emergency at the dam would include a hazardous situation, an imminent failure, or an actual failure of a dam structure or earthen dike that could lead to an uncontrolled release of flow and could result in property damage or loss of life.

II. NOTIFICATION FLOWCHARTS

Notification Flowcharts list contact information for personnel and agencies that should be notified when an emergency situation develops at the Union Street Dam. There are two flowcharts representing sequences of notification in two possible failure situations:

Condition A. Failure is imminent or has occurred.

General Definition: A determination has been made that there is no longer anytime available to attempt corrective measures to prevent failure.

Condition B. Potentially hazardous situation is developing.

General definition: Some amount of time is still available to take action that may prevent failure.

The Notification Flowcharts appear on pages 3 and 4 of this Emergency Action Plan.

Threatened Downstream areas

1. The area within the stream channel and along the banks.

2. Occupants in the ground floor dwelling of Riverview Terrace.

Day: (231) 922-4915 Night: (231) 357-5627

3. Staff at MDNR Trap and Transfer Facility.

(231) 922-5322

Flowchart for Union St Dam

CONDITION A

FAILURE HAS OCCURRED

OR IS IMMINENT

CITY OF TRAVERSE CITY

Dam Owner/operator 231-922-4912

Any person who has reliable knowledge of a situation developing or occurring at the Union Street Dam will initiate this flowchart.

Central Dispatch

Emergency Management Director of Public Services Coordinator Frank Dituri Gregg Bird Office: (231) 922-4900 ext.116 Office: (231) 995-6059 Cell (231) 866-1851 Cell: (231) 357-5203

Traverse City Police Parks and Recreation via Central Dispatch 911 Superintendent Derek Melville Office: (231) 922-4900 ext. 114 Cell: (231) 342-7121 Traverse City Fire via Central Dispatch 911

Flowchart for Union St Dam

CONDITION B

POTENTIALLY HAZARDOUS

SITUATION DEVELOPING

CITY OF TRAVERSE CITY

Dam Owner/operator 231-922-4912

Director of Public Services Emergency Mgmt Coordinator Frank Dituri Gregg Bird Office: (231) 922-4900 ext. 116 Office: (231) 995-6059 Cell: (231) 866-1851 Cell: (231) 590-2373

Parks and Recreation Superintendent Traverse City Police Derek Melville Via Central Dispatch: (231) 922-4550 Office: (231) 922-4900 ext. 114 Cell: (231) 342-7121 Traverse City Fire Via Central Dispatch: (231) 922-4550

III. DESCRIPTION OF DAM

The Union Street Dam is located on the Boardman River between Union Street and Cass Street in the City of Traverse City. It is composed of a number of structures as well as the surrounding grounds. The Dam consists of approximately 250 lineal feet of earth embankment. Within the embankment are two spillways and a fish ladder. The principal spillway consists of a concrete overflow section with five 10.5-foot wide bays. Each bay is connected to two 48-inch diameter corrugated metal outlets pipes (for a total of ten) that extend through the embankment. Each pipe has a control gate and operator on the upstream end of the pipe. Immediately upstream of the outlet pipes are steel bar trash racks. Stop logs in each of the five bays control the normal water surface in Boardman Lake.

The auxiliary spillway consists of a concrete inlet section and overflow structure with two 11-foot wide stop log bays. Downstream from the stop log section are trash racks that are mounted on the concrete headwall. Two 48-inch diameter corrugated metal pipes extend through the embankment and outlet into a separate channel connected to the Boardman River downstream.

A steel sheet pile wall connects the two spillways on the upstream face of the embankment.

The outlet structure for the principal spillway consists of a concrete headwall and concrete apron with a steel sheet pile cut-off-wall. The outlet structure for auxiliary spillway consists of concrete headwall and concrete slab erosion protection on the banks of the outlet channel.

A six-foot wide concrete fish ladder connects to the inlet structure of the auxiliary spillway and outlets at the Boardman River to the left of the principal spillway. The fish ladder has several weir sections that step down from the lake elevation to the tail water elevation in the river.

The normal headwater elevation at the Union Street Dam is 588.5 feet and the normal tail water elevation is 581.5 feet. The principal spillway has a crest elevation of 592 feet. The earth embankment has a crest elevation of 595 feet.

IV. EMERGENCY DETECTION, EVALUATION, AND CLASSIFICATION

A. Detection:

The most likely method of detection of an emergency situation at the Union Street Dam is from an observer or reliable source. A phone call may be received indicating that an abnormal, hazardous, or emergency situation exists.

Another method of detection would be notification from a City employee working on or near the dam. Routine on-site inspection of the dam by Parks and Recreation personnel is conducted. Employees may also be dispatched to the dam to observe, monitor, and report on conditions during storms or high runoff periods.

Conditions or events that may cause an abnormal, hazardous, or emergency situation include gate failure, structural failure, dike failure, heavy continuous rainfall or runoff, earthquake, terrorism, etc.

B. Evaluation:

Information and data received must be evaluated so as to assess the severity and magnitude of the situation.

The rate of change of headwater and tail water levels and weather conditions are two important factors to consider. In the case of an on-site observation, either by a reliable observer or employee, an immediate decision can reliably be made as to the severity and magnitude of the emergency. An employee may also be dispatched to the dam to observe, monitor, and report on conditions when circumstances indicate that a potential for a hazardous situation exists.

C. Classification:

Two emergency classifications have been developed:

Condition A. Failure is imminent or has occurred.

Condition B. Potentially hazardous situation is developing.

Once detection and evaluation phases are completed, a determination as to whether Condition A or Condition B exists will be made. General definitions of these conditions are provided in Section II. Responsibilities regarding each condition are identified in Section V. An early decision and declaration is critical to maximize available response time.

V RESPONSIBILITIES UNDER THE EMERGENCY ACTION PLAN

A. General Responsibilities: The Union Street Dam is owned by the City of Traverse City.

Operation and maintenance of the dam is the responsibility of the Director of Public Services.

The Parks and Recreation Department is designated to provide manpower and funding to execute operations and maintenance projects on the dam with backup support from other departments within the Department of Public Services.

B. Responsibility for Notification: Upon becoming aware that abnormal headwater and tail water conditions exist, the Department of Public Services (DPS) will evaluate the available information, make a determination regarding the severity of the problem, and initiate “Condition A” or “Condition B” response procedure, if appropriate.

The Public Services Department, or its agent, will take appropriate action to determine the nature of the failure or dangerous situation. If notification has been received from an observer, the DPS will obtain the name, address, and telephone number of the caller, the information about the type and time of failure. If necessary, the DPS will need to inspect the dam. They will then inform the appropriate authority of the situation, and continually monitor the situation closely. The DPS will also contact Central Dispatch, who will contact local agencies and keep them informed of the situation.

C. NOTIFICATION PROCEDURES

Condition A. Failure has occurred or is imminent

A Notification Flowchart delineating the contacting responsibilities for the various individuals or agencies involved in a rapidly developing or instantaneous failure at the Union Street Dam is presented on page 2 of this plan.

The dam shall be considered about to fail if a serious structure deficiency or an uncontrolled flow of water that cannot be corrected or contained develops resulting in imminent failure, or if the structural deficiency or uncontrolled flow has the likely potential of increasing to catastrophic proportions causing failure to part of the dam embankment. Over topping can occur because of flooding and/or incorrect operation of the dam.

The failure would most likely be detected by employees of the City of Traverse City becoming aware that an abnormal headwater or tailwater condition exists that is likely to cause imminent failure; the Owner/operator will initiate the "Condition A" warning procedure outlined below.

1. Union Street Dam Owner/Operator Upon visual detection, or upon receiving a call from a reliable source that there has been or is about to be a dam failure at Union Street Dam, the Owner/operator is to notify the contacts listed below by the most rapid means possible. The following information is to be relayed:

Name of dam Type of failure Time of failure Name, address and phone number of persons calling

Contacts to be made are as follows:

a. Grand Traverse County/Traverse City Communications Central Dispatch: 911 (24 hours)

b. EAP Coordinator Frank Dituri, DPS Director Business: (231) 922-4900 ext. 116 Cell: (231) 866-1851

2. Central Dispatch Notify the following that a dam failure has occurred or is imminent:

a. Emergency Management Coordinator Gregg Bird Business: (231) 995-6059 Cell: (231) 590-2373

The Emergency Management Coordinator will be responsible for organizing and coordinating warning and evacuation procedures with appropriate agencies using the inundation maps included as Appendix C of this Emergency Action Plan. If the Emergency Management Coordinator is not available, the city of Traverse City Fire Chief will implement the Grand Traverse County Warning and Evacuation Procedures.

b. Traverse City Fire Chief Jim Tuller 24 hours (231) 342-0650

c. State Police 24 hours: via Central Dispatch

d. Fire Station #1 via Central Dispatch: 911 (24 hours)

In the event of an imminent or actual failure, potentially affected property owners between Union Street Dam and West Bay can be contacted via the CodeRED mass notification system.

Using the inundation map located in Appendix A of this Emergency Action Plan the residents of the affected area will be identified and notified by messenger.

3. Frank Dituri, DPS Director

Notify the following:

Michigan Department of Environmental Quality Business 517-373-1170 24 hours: 800-292-4706

4. Other Actions

After completion of the warning procedures, the owner/operator will assess the damage to the dam, with the appropriate authority, and formulate a plan for emergency repairs.

Condition B. Warning Procedure if Potentially Dangerous Situation is Developing

A Notification Flowchart delineating the contacting responsibilities for the various individuals or agencies involved in a rapidly developing or instantaneous failure at the union Street Dam is presented on page 5 of this plan.

A potentially dangerous situation is present when a failure may develop, but preplanned actions taken during certain events (such as major floods, earthquakes, evidences of piping, etc) may prevent or mitigate failure. Even if failure is inevitable, more time is generally available to issue warnings and/or take preventable actions.

Visual inspection is used for continuous headwater and tailwater monitoring. Upon becoming aware that an abnormal headwater and tailwater condition exists, the owners/operators will make the determination with regard to the severity of the problem and initiate the appropriate response procedure. If the Owner/operator believes that failure is not imminent but a potentially dangerous situation is developing, they will implement "Condition B" warning procedure.

The notification procedures are as follows:

1. Union Street Dam Owner/Operator (Department of Public Service)

a. Upon detecting through visual surveillance, or upon receiving a call from a reliable source that there is a potentially dangerous situation at Union Street Dam, the Owner/operator will immediately inspect the situation.

b. If failure is not imminent, the Owner/operator will inform Central Dispatch and will closely monitor the situation. Central Dispatch will coordinate the City Warning Agencies to keep them informed of the situation as it develops.

Use "Condition B" (Page 3) flowchart for telephone numbers.

c. If the Owner/operator determines that a dam failure cannot be prevented, he/she will contact the following:

(1) Grand Traverse County/Traverse City Communications/Warning officer

Central Dispatch 911 (24 hours)

(2) Union Street Dam EAP Coordinator Frank Dituri Office: (231) 922-4900 ext. 116 Cell: (231) 866-1851

The following information is to be relayed to the above contacts:

Name of dam Type of failure Time of failure Name, address and phone number of person calling

(3) Immediately after making the two contacts listed, the

Owner/operator shall inspect the downstream areas for controlling flow.

2. Central Dispatch

Immediately after being notified by the Owner/operator, the Central Dispatcher will notify the following that a potentially dangerous situation is developing:

a. Emergency Management Coordinator Gregg Bird

Business: (231) 995-6059 Cell: (231) 590-2373

The Emergency Management Coordinator will be responsible for organizing and coordinating warning procedures with appropriate local agencies. If the Emergency Management Coordinator is not available, the Traverse City Fire Department will maintain a state of readiness for implementation of the Grand Traverse County warning and evacuation procedures should such action become necessary.

b. Traverse City Fire Department 24 hours via Central Dispatch

c. State Police 24 hours via Central Dispatch

d. Traverse City Police Department 24 hours via Central Dispatch:

e. Grand Traverse Sheriff 24 hours via Central Dispatch

If a potentially dangerous situation is developing at Union Street Dam the inundation maps for the potential areas subject to flooding are shown in Appendix A of this Emergency Action Plan. In the event of an imminent or actual failure, potentially affected property owners between the Union Street Dam and Grand Traverse Bay can be contacted by using the CodeRED notification system.

3. Other Actions

After completion of the warning procedure, the Owner/operator will assess the damage to the dam, with help from the proper authority, and formulate a plan for emergency repairs and/or mitigation of damage.

D. Evacuation Responsibility: The Department of Public Services is responsible for notifying appropriate emergency management officials (Central Dispatch) when major flooding is anticipated, a dam failure is imminent or has occurred, or a potentially hazardous situation is developing. Central Dispatch and the Emergency Management Coordinator will manage the evacuation of people endangered by any failure. If time does not allow for the involvement of Central Dispatch, the Department of Public Services may notify people directly or with the assistance of other emergency agencies.

E. Responsibility for Termination and Follow-Up: The EAP coordinator will ensure that DPS personnel are monitoring the situation at the dam and keeping Central Dispatch informed of developing conditions at the dam from the time that an emergency starts until the emergency has been terminated. Central Dispatch will contact local agencies and keep them informed of the situation.

The Director of Public Services will be responsible for declaring that the emergency at the dam is terminated. Once notified by the DPS staff that the emergency is terminated, Central Dispatch will notify all other emergency agencies.

Within 60 days after the emergency has been terminated, the EAP Coordinator will conduct a follow-up evaluation, including input from other outside participants. The evaluation will be documented in a written report.

F. EAP Coordinator Responsibilities:

1. Conduct necessary training.

2. Conduct an annual plan review, prepare revisions as required, and distribute revisions to all plan holders.

3. Conduct an annual readiness teat.

IV. PREVENTIVE ACTIONS

A. General Provisions for Surveillance: The headwater and tail water levels are monitored routinely through visual checks by the Department of Public Services. During periods of actual or projected high flows, a DPS employee with a two-way radio may be stationed at the dam.

B. Response During Periods of Darkness: Presently there is no lighting available for illumination of the spillway at the dam. Such lighting would have to be provided by vehicles or portable means. The notification Flowcharts includes 24-hour telephone numbers, which can be used day or night.

C. Response During Periods of Adverse Weather: During periods of actual or forecasted high flows, the visual surveillance will be increased to check the dam. In the event of a failure, the Owner/operator could contact Central Dispatch (communications/warnings offices) by telephone.

A rapidly developing dam failure could inundate some downstream low areas and parking lots.

D. Availability and Use of Alternate Systems of Communication: The principle means of communication would be the commercial telephone system. In the event of an emergency, the emergency operations center will be the communications control point. The emergency operation center is equipped with one radio console and outgoing phone lines.