A06_08_-_Govt_Furnished_Documents_22-0040_D-B_Replace_Shop_Bunkhouse_Support_GAOA_Lake_Andes_4Jan24.pdf

GOVERNMENT FURNISHED DOCUMENTS (PDF)

8.1 Preliminary Design Program

8.2 Proposed Site Maps

8.3 Existing Site Records Information

8.4 National Bison Range Maintenance Shop Drawing

8.4.1 Maintenance Shop Equipment Schedule

8.4.2 FWS Engineering Memo – Shop Floor Drains

8.5 Audubon NWR Vehicle Storage

8.6 Initial Bunkhouse Floor Plan

8.7 Division 1 FWS Specifications, including Submittal Form

8.8 Geotechnical Report dated 22 May 2023

8.9 Pre-Demolition Hazardous Materials Survey – Bunkhouse

(includes Old HQ survey – demo not in this project), by Terracon, 2022

8.10 Pre-Demolition Hazardous Materials Survey – Shop Complex, by Terracon, 2022

8.1

PRELIMINARY DESIGN PROGRAM

Replace Maintenance Shop, Bunkhouse, Support Facilities Lake Andes NWR, Charles Mix County, SD

Region 6 Engineering Project Number 22-040

A. Desired design features for all construction:

1. Able withstand high winds up to 110 mph – especially overhead doors and roofing systems

2. Metal roofs, with snow bars/ stops on roof

3. The exterior finishes to be moisture resistant, low-maintenance and compatible with adjacent buildings

4. All buildings to be built up at least 18 inches above planned final ground level with positive drainage away from perimeters. Account for any structures, parking lot finished grade, and other pavement in the drainage/slope

5. Driveways and parking to be graded such that the water naturally drains away from the buildings and any adjacent structures

6. Passive heating and cooling desired.

7. Maximize natural lighting

8. Building materials conducive to allowing cellular service and Wi-Fi

9. Sealed gutters with heat trace in gutters and downspouts.

10. Take all downspouts at least 6-10ft from buildings

11. Exterior materials that reduce need to paint

12. Separate electrical and water shut offs for each facility – NOTE: only the new

Maintenance Shop and Bunkhouse will have water service, not the GOV Garage or Pole Barn

13. Provide Bollards to protect all overhead doors from vehicle damage. Provide also at all fuel and propane tanks and corners of new buildings in the Shop Complex

14. Steel reinforced concrete slabs for fuel and liquid propane tanks, with easy accessibility from the county road and driveway for refilling

15. Provide GFCI exterior outlets on all new buildings

16. Commercial grade building materials, especially as it relates to water and electrical systems

17. Windows to be operable single hung or sliding, Low E2 w/Argon, pultruded fiberglass frame, and insect screens

18. Rodent resistant materials and rodent “proof” designs

STATEMENT OF INITIAL PROGRAM REQUIREMENTS

MAINTENANCE SHOP, GOV GARAGE, POLE BARN

Maintenance Shop:

Design and construct new Shop to include four overhead vehicle doors, office with breakroom space, and unisex bathroom.

See attached example floorplan from National Bison Range (NBR) Maintenance Shop

General Information:

1. Gross area of the new Shop to be 5,500 square feet, exterior dimensions

2. The existing Shop is to remain fully accessible and operational until the new Shop is complete and accepted by the government.

3. New Shop Location: Where existing Pole Barn is now (Pole Barn to be demolished as part of this contract)

4. Adjust existing Shop complex gravel paving and parking areas as needed for new building locations

5. Provide one ABA-compliant, van-accessible concrete parking pad with accessible ramp and sidewalk from the parking area to and into the building

6. Shop will need power, rural water connection and heat source

7. Existing septic to be abandoned in place, replace with new system

8. Current Electrical service is provided from the overhead power line on the north side of 291st St. Service will need to be revised to supply the new Shop, new Pole Barn, and redirected to continue service to other existing structures within the Complex, subject to North Western Energy requirement

9. The existing water service will need to be redirected to the new Shop, subject to the Randall Community Water District’s requirements

Layout/Architectural (Based on Mirror Image (left to right) of National Bison Range (NBR) Shop Floorplans, see section 8.4):

1. All bay doors 16ft wide x 14ft tall, 4 doors total, aligned to allow drive-through.

Provide concrete apron, approximately 10 feet deep, sloped away at 5% from building

a. Overhead doors and motors to be able to withstand 110mph winds

2. Relocate existing Government Furnished vehicle lift (refuge owned), centered between the two drive-thru bays

3. See also Section 8.4.1 for Maintenance Shop Equipment Schedule, for installed equipment provided by Contractor, and equipment provided by FWS which requires utilities and spacing by Contractor

4. Provide Hoses/reels for clean oils – adjacent to a dedicated bay with bridge hoist

5. Provide and install overhead vehicle exhaust removal system (replaces floor-level mounted system).

6. Provide floor trench drain as shown on NBR Shop floorplan (002)

7. Install covered mechanics pit at plan SW bay

8. Provide two (2) large overhead fans

9. Provide permanently plumbed eyewash and emergency shower

10. Install two (2) interior hose bibs for cleanup of bay area

11. Ensure all spaces are accessible for use (i.e., no mezzanines/lofts without appropriate stairs for access)

12. Provide and install Air compressor (enclosed for noise) and air lines that can reach all bays.

13. Configure Office and Storage rooms along plan west wall (mirror NBR Shop)

14. Remove LE storage 007, expand Storage 008

15. Change Office 006 space to be a mechanical room

16. Change 010 to be an Office with kitchenette along one wall

i. Space for two employee workstations

ii. Kitchenette design along one wall: Provide upper and lower cabinets, counter, sink, space and utilities for microwave, refrigerator, coffee maker and other countertop appliances

17. Unisex lockable bathroom, with shower and enough space to change clothes. ADA compliant. Configure to allow space for three (3) lockers, and include utilities and space for a stackable washer and dryer

18. Flooring to be finished sealed concrete

19. Conduits with pull wires in place for future security cameras on exterior corners

20. Consolidated parts storage area

21. Used Oil Depot

22. The main exterior personnel door shall have an AlarmLock DL2800 Lockset with non-removable pin hinges

Mechanical and Electrical:

1. Exterior and interior electrical outlets, wiring and lighting systems

2. Fire detection and alarm with transmission system

3. Exterior underground electrical feeder system including a new power transformer

4. Exterior and interior telephone/data wiring system. Provide two double gang telephone/data jacks in office and in the vehicle bay area. Provide a minimum of three Wi-Fi access points in the ceiling – locations to be determined by FWS Information Technology

Site:

1. Outdoor lighted wash apron, similar to the existing Shop, it can be an apron extension in front of one of the south facing bay doors on the new Shop

2. Effluent wastewater system: Septic tank and leach field, in compliance with South Dakota state requirements

3. Provide minimum 6ft concrete sidewalk around entire building, excluding bay door areas, pinned to foundation, with a minimum 2% slope away from the building

4. Provide two (2) frost proof hose bibs on exterior of building, located on different sides of the building

5. Provide conduit with pull wires to existing gate area, for future motorized gate.

Provide for future power needs in electrical panel design

6. Include in site plan design for future installation: easily accessible above-ground ICC- 500 Storm Shelter capable of sheltering up to eight people (design only)

7. Include in the site plan design layout, the location for all the Optional Bid Items, see SOW Section 7

Option 1: Government Vehicle (GOV) Garage (see example plans for Audubon Vehicle Storage)

1. To include approximately seven insulated overhead garage doors, overhead garage door openers, insulated personnel doors, and non-operable windows for daylight

2. All bay doors to be a minimum of 12ft wide x 12ft tall

3. Bollards to protect all doors and building corners from vehicle damage

4. Interior and exterior lighting and outlets

5. Entire long side with overhead doors to have concrete apron, approximately 10 feet deep, sloped away at 5% from building

6. Provide minimum 6ft concrete sidewalk around entire rest of building, pinned to foundation, with a minimum 2% slope away from the building

Option 5: Pole Barn (3-Sided Shed)

1. Locate east of existing Shop, open side facing south. Adjust exact site location to allow for future demolition of the existing Shop

2. For planning purposes, assume 40 feet by 124.9 feet, for 4,999 square feet (exterior dimensions)

3. Interior and exterior lighting and outlets

4. Concrete flooring able to withstand heavy equipment parking, slope minimum 2% toward open side

5. Bollards at all corners

End of Maintenance Shop Complex Requirements

STATEMENT OF INITIAL PROGRAM REQUIREMENTS

BUNKHOUSE

New Bunkhouse:

Design and construct new bunkhouse comprising four bedrooms, two bathrooms, a communal living area and kitchen, and a utility-laundry area. The design is to conform to applicable current International Building Code as well as any other applicable local and national regulations regarding new construction of a residence.

See attached example floorplan from Refuge

General Information:

1. Gross area of the new Bunkhouse is 2,000 square feet – exterior dimensions

2. The existing bunkhouse is to remain fully accessible and operational until the new bunkhouse is complete and accepted by the government

3. Adjust site of new bunkhouse to allow for demolition of existing Bunkhouse in the future

4. Adjust existing driveway and gravel parking area to accommodate up to 5 vehicles, and provide one ABA-compliant van-accessible concrete parking pad with accessible ramp, sidewalk and landing from the parking area to and into the building

5. Provide a concrete patio or an elevated deck accessible from the rear door, approximately 20 feet by 20 feet

6. Bunkhouse will need power, rural water connection, heat and air conditioning

7. Existing septic to be abandoned in place based on age, replace with new system

8. Electrical service is provided from the overhead power line. A new transformer may be required, subject to Northwestern Energy requirements

9. The existing buried waterline may be redirected to the new Bunkhouse, subject to the

Randall Community Water District’s requirements

Layout/Architectural:

1. The living area of the Bunkhouse shall be all on one level

2. Large kitchen and communal gathering area to accommodate up to 8 residents

3. Sliding patio door with screen door onto rear patio

4. In kitchen, provide two-bowl sink, electric range with exhaust hood, space and utilities for two refrigerators, countertop microwave, and other countertop appliances. Full wall of cabinetry above and below countertop. ADA accessible

5. Long kitchen island with seating capacity, and power outlets

6. Power, and internet connections to accommodate shared use by all residents

7. Mudroom/Laundry area – provide space and utilities for washing machine, dryer and chest freezer. Provide a countertop for folding, a utility sink and locked storage for refuge owned extra bunkhouse supplies, and a 3-spot mop and broom holder

8. Living room and bedrooms to have ceiling fans with LED center light

9. Four bedrooms that can be configured with space for two twin beds and/or bunk beds. Include two lockable closets in each bedroom. At least one bedroom to be ADA accessible. Provide sound insulation between rooms

10. Each bedroom must have a window capable of serving as an emergency exit. ADA bedroom may require an exterior door

11. At least two unisex lockable ADA compliant bathrooms with shower in each and enough space to change clothes

12. Prefer limited entrance/exit doors due to wind damage – prefer access only through Front/Mudroom, and Patio Door

13. Provide Cubbies for personal storage in unisex bathrooms

14. Flooring to be a laminate type low maintenance flooring such as Luxury Vinyl Plank.

The bathrooms, utility room and kitchen to have waterproof flooring

15. The main entrance exterior personnel door shall have an AlarmLock DL2800 Lockset with non-removable pin hinges

The structure to include the following:

1. Exterior porch/overhangs to cover the entrances

2. Windows to be single hung or sliding, Low E2 w/Argon, pultruded fiberglass frame with insect screen.

3. Provide frost proof hose bibs on exterior of building, two at bunkhouse, located on different sides of the building

4. Include in site plan design for future installation: easily accessible above-ground ICC-

500 Storm Shelter capable of sheltering up to eight people (design only)

5. Include in the site plan design layout, the locations for the Optional Bids, see SOW

Section 7

Mechanical and Electrical:

1. Exterior and interior electrical outlets, wiring and lighting systems

2. Fire detection and alarm with transmission system

3. Provide a minimum of two Wi-Fi access points in the ceiling – locations to be determined by FWS Information Technology

4. Residential type dry pipe fire sprinkler system required by FWS

5. Carbon monoxide detectors and emergency exit lighting required by FWS

6. An active radon mitigation system is required for the Bunkhouse

7. Interior building force air heating and cooling system, with sound damping in ductwork.

End of Bunkhouse Requirements

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POLE BARN TO BE DEMOLISHED

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POLE BARN TO BE DEMOLISHED

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EXISTING BUILDINGS TO REMAIN

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OPTION: NEW POLE BARN 4,999SF

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NEW MAINTENANCE SHOP, 5,500SF

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OPTIONAL DEMOLITION

OLD MAINTENANCE SHOP

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OPTION: NEW 2,965SF GOV GARAGE

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FUTURE DEMOLITION

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INFORMATION ON SITE UTILITIES, FROM REFUGE MAINTENANCE:

WATER SERVICE

Rural water district states the main line size is 2” pvc line, running along north side of 291st St.

They tap into that with an 1.5" pvc to the meter pit. Most water supply after the meter pit is 1" poly

TO EXISTING BUNKHOUSE

From main line: 6 feet with 1.5" line to the meter pit From meter pit to bunkhouse: 145 feet with 1" poly line installed by Refuge

TO EXISTING MAINTENANCE SHOP

From main line with 1.5" line to the meter pit is about 95 feet.

From meter pit to the existing shop with 1” poly line is about 100 feet.

ELECTRICAL

Currently the power to everything is from an overhead line on the north side of 291st street.

Transformers are on the poles and then eventually run underground from the transformer pole or secondary pole to the meter on the side of the building.

EXISTING BUNKHOUSE

From transformer pole in yard, it runs underground 150' to the meter on the outside wall. From the meter it runs 5' down into the basement to a 200-amp main panel

SHOP COMPLEX ELECTRICAL FEEDS

Our transformer for the shop is an overhead transformer on a pole across the road on the north side of 291st street. From the transformer to the pole on our side of the road is probably about 75' overhead wire to the pole and 20' down into the ground.

The shop used to be the only meter in the yard and power to the other old buildings were tapped into it.

In 2021 the existing Southern Cold Storage was built – it has its own meter. See below “New Garage”

1. A line runs underground from the shop to the old Youngstrom shed. From the sub panel in there it runs back underground about 20' to the West Shed (western Cold Storage – to remain – will require a new service), which has a sub panel inside as well.

Typewritten Text 8.3

2. The line originates from the shop’s main breaker panel inside. 100-amp breaker listed as Youngstrom/West shed. It hits the Youngstrom building first and daisy chains to the west shed.

MAIN SHOP

1. From the pole to the main shop building meter is underground 54'. From there it’s under the shop 18' to the inside 400-amp main Panel A.

2. East shop Panel B (100-amp sub of Panel A) is directly on the other side of the wall from Panel A

3. West shop Panel C (100-amp sub of Panel A) is 32' from Main Panel A

NEW GARAGE

Service run from the same transformer as the shop, I believe it is a 200-amp service. Roughly 300' underground from the same pole as the main shop to the new garage meter. The meter has a 100-amp shut off next to it. The shut off feeds the sub panel directly on the other side of the wall in the garage.

Minimal electrical draw besides possibly a chest freezer, engine block heater(s), and battery charger in the winter. Lights and garage door openers are the other draws.

YOUNGSTROM SHED

253' underground across the yard from the main shop. It's fed from Shop Panel A with a 100-amp breaker. There is a 100-amp subpanel inside on the wall.

WEST SHED

The west shed has a 100-amp sub panel fed from Youngstrom shed's panel. The line is underground for 25' between the buildings

One shed has 120-volt outlets for chargers etc. and lights.

The other shed is about the same, but it has a 240-wall heater to climatize a room for storing chemical. There are also a couple chest freezers running. Mainly equipment and vehicle storage

MAINTENANCE SHOP MAIN PANEL

Our main panel is 400-amp single phase

• 1 240 v (50-amp breaker) circuit devoted to welding (we have a plasma cutter, TIG/Stick welder, and a MIG welder) (Equipment to be relocated to new Shop)

• 1 240 v (20-amp breaker) Vehicle lift (Equipment to be relocated to new Shop)

• 1 240 v (20-amp breaker) Air compressor (provide new in new Shop)

• 1 240 v (20-amp breaker) Drill press (Equipment to be relocated to new Shop)

• 1 240 v (20-amp breaker) Circuit in carpenter shop to run large table saw (Equipment to be relocated to new Shop)

• 1 240 v (40-amp breaker) Power washer (provide new in new Shop)

• 1 240 v (20-amp breaker) Pump for overhead water tanks (provide new in new Shop)

• Main shop heat are radiant tube heaters so not a large electrical load besides the igniters and the fans There are 5 units total. 3 on separate 120-volt 20-amp circuits. 2 on a 30-amp circuit

• 1 240 v (20-amp breaker) Wall mounted heater in one of the bathrooms

• 1 240 v (25-amp breaker) Shop office wall mounted heat pump with electric backup

SHOP COMPLEX YEARLY ELECTRICAL USE, FOR PV SYSTEM DESIGN

BUNKHOUSE YEARLY ELECTRICAL USE, FOR PV SYSTEM DESIGN

8.4

Unique No. Provider Quantity Type Location Notes

1 Contractor 4 Air Hose Reels Drive Through Bays

Four (4) Total: One on north and one on south end between bays. One near welding station or between overhead door and welding station, and one on opposite wall between overhead door and compressor

2 Contractor 2 Trench Drain Drive Through Bays

One for each drive through Bay

3 Contractor 1 Mechanics Pit Drive Through Bays

Install one mechanics pit on east of the two drive through bays.

4 Contractor 2 Vehicle Exhaust System Drive Through Bays

One on north and one on south end between bays.

5 Contractor Compressed Air Piping Drive Through Bays

6 Contractor 1 Eye Wash Station - Shower Style Drive Through Bays

Located just outside office by west drive through bay.

7 Contractor 1 Eye Wash Station - Sink Style Drive Through Bays

Located just outside office by west drive through bay.

8 Contractor 1 Oil/Water Separator with Fill Alarm

Exterior Servicing trench drains

9 Contractor 1 Welding Station Shop Area

10 Contractor 1 Weld Station Hood Shop Area

11 Contractor 1 Service Sink Drive Through Bays

Utility sink installed along wall of utility room to provide hand washing outside of bathroom or office area.

12 Contractor 1 Metal/Wood Storage Shelving Shop Area Sufficient Storage shelving that allows boards and metal to be stored safely and out of the way in a location that is convenient for welding and woodworking activities.

8.4.1 Lake Andes NWR Maintenance Shop Equipment Schedule

13 Contractor 1 Trench Drain Shop Area One drain within the shop area.

14 Contractor 1 Compressed Air Piping Shop Area

15 Contractor 1 Air Compressor Shop Area Include an auto tank drain installation MAKE/MODEL: EMAX ESP10V080V1 Single Phase 10HP

16 Contractor 1 Fuel On/Off Switch Shop Area Need to be able to turn fuel on and off within the building so that fuel pumps will not work when authorized personnel have not turned them on. NOT THE EMERGENCY SWITCH

17 Contractor 1 OPTION: Quick Fill Water Tank Shop Exterior Pad

Vertical 1000 gallon water storage tank with banjo fittings, fill/float setup, and electric pump for filling Fire Trucks and Refuge spray tanks. Skid-mounted outside Shop. Valved Water line (1-inch) from inside shop.

Used to fill fire response vehicles and Refuge spray tanks. Will be emptied and stored inside over winter.

FWS-

provides Contractor Installs

1 Vehicle Lift Drive Through Bays

Situated between the two drive through bays on the north end of the building so that vehicles can be driven in one bay and put on lift.

19 FWS 1 Pressure Washer Shop Area

Located adjacent to east overhead door on south side of building to allow use of equipment on oversized concrete pad. Include manufacturer's carrier with wheel and reel kit, configured to hold a propane tank for outsite use, reel to be long enough to wash outdoors with unit inside (when not using propane heated hot water.

MAKE/MODEL: EASY-KLEEN EZN3035E-1 Single Phase 7.5HP

20 FWS 1 Washer Equipment Shop Area Gun wand and gun wand holder, possibly mounted to pressure washer carrier.

21 FWS 3 Flammable Liquid Cabinets Shop Area Located outside office areas or within shop area.

22 FWS 1 Work Bench Shop Area Designed to provide plenty of work space given constraints and locations of all other equipment or storage containers.

23 FWS 1 Commercial Clothes Dryer Bathroom

24 FWS 1 Commercial Washing Machine Bathroom

25 FWS 3 Lockers Office or Restroom

26 FWS 1 Refrigerator Office Purchased and installed adjacent to counter within mini-kitchenette in office area.

27 FWS 1 Microwave Office Purchased and installed on counter within mini-kitchenette in office area.

28 FWS 1 Paint Storage Cabinet Shop Area Located within shop area.

29 FWS 1 Drill Press Shop Area

30 FWS 1 Bench Grinder Shop Area

31 FWS 1 Bench Vise Shop Area

32 FWS 1 Tire Changer Shop Area Located within shop area but near drive through bay.

33 FWS 1 Wheel Balancer Shop Area Located within shop area but near drive through bay.

34 FWS 1 Wire Feed Welder Shop Area

35 FWS 1 Stick Welder Shop Area

36 FWS 1 Plasma Cutter Shop Area

37 FWS 2 Oil Storage Tanks Shop Area

38 FWS 1 Dust Collector Shop Area

39 FWS 1 Band Saw Shop Area

40 FWS 1 Table Saw Shop Area

41 FWS 1 Tool Chest Shop Area

42 FWS 1 Miter Saw Shop Area Installed on work bench in shop area. Cordless Portable compound miter saw - requires power outlet DeWalt DHS790T2 120v/battery

United States Department of the Interior

FISH AND WILDLIFE SERVICE

Mountain-Prairie Region

IN REPLY REFER TO:

USFWS/R6/BA/EN

Mail Stop 60190

Memorandum

To: Region 6 Departments

From: Lorri Harper, Regional Engineer

Subject: Region 6 Standard Policy for Maintenance Building Floor Drain

This memo will supersede any prior memo about the standardized design for future projects on maintenance buildings’ floor drain collection system, or any building that will store heavy vehicles and machinery for cold and warm storage that incorporate a floor drain that does not connect to a public operated waste water treatment system, or equivalent. This memo does not include wash bays.

PROBLEM: Previously designed maintenance buildings did not have a standardized floor drain solution.

Multiple alternatives that are built can potentially affect the environment by release of vehicle fluid, such as antifreeze and oils, due to seepage or outdated design standards. The use of open drains in vehicle maintenance areas that lead to leach fields was banned by EPA under the Safe Drinking Water Act (561 FW 16, Class V Underground Injection Control Wells).

TIMING: This memo will be implemented immediately and will be guidance for future designs, until further notice.

STANDARD DESIGN: The Engineering Department standardized design of the maintenance building floor drain shall be as follows:

• floors to slope towards the floor drain and will be located in the center of each vehicle bay, not towards the outside;

• floor drain to have grate with an opening no greater than ¼-inch by one-inch to prevent large objects from entering the drain system;

• drains to be a minimum of 4-inches in diameter and will have a p-trap installed;

• drains to flow horizontally under the foundation to outside of the outermost wall at a slope between a constant one percent to four percent until the holding tank;

• holding tank shall be made of concrete with minimal bug holes, holes shall be no deeper than one-inch. Tank shall have a 4-inch wall thickness;

• holding tank shall be located a minimum of five-feet, measured horizontally, away from the building foundation;

• holding tank shall have the drain pipe come in horizontally through the tank wall at a minimum of

6-inches past the inner surface and have a PVC tee pointing up and pointing down;

MAILING ADDRESS: STREET LOCATION:

Post Office Box 25486 134 Union Blvd.

Denver Federal Center Lakewood, Colorado 80228-1807 Denver, Colorado 80225-0486

• holding tank shall be 1,000 gallons per floor drain or multiple tanks can be utilized to alleviate the total size of the holding tank;

• holding tank shall have an access port that is a minimum of 24-inches in diameter or 36-inches square on one side that is near the middle of the tank;

• holding tank access port shall have a riser to finish grade level with a cap that covers the entire diameter or square mentioned above and installed that allows access to be one foot minimum above ground level. The cap shall be easily removable;

• access port shall have an insulation pad installed below the frost line. The pad shall be 4-inch thick closed cell foam poly material with a rope installed to easily pull the pad out of the access riser;

• holding tank water level shall be below the frost line for the area or installed with insulation on the top of the tank that extends one foot past the tank cover;

• holding tank shall have no interior baffle;

• each holding tank shall have an electrical level detection system with a readout inside the shop building that incorporates minimal moving parts to avoid failure of the detection system;

• each holding tank level detection system shall have an alarm system to detect when the tank fluid level is six inches below the inlet pipe;

• alarm system shall be mounted securely to the interior structural system of the building to building whenever possible, if not possible the alarm system should be mounted to a 4x4 post;

• alarm system shall have 3 lights visible from the outside, solid green for all system working, solid yellow for error in system, and solid red for level has exceeded the level detection limit;

• alarm system shall have an audible alarm that can be heard inside of the building, and the audible alarm shall have a silence button override;

• wires from the float to the alarm system shall be sealed in schedule 80 PVC conduit when exiting the tank with non-shrink grout on the outside of the conduit, and the exit location shall be made through the concrete instead of the access port; and

• a 2-inch schedule 80 PVC vent shall be installed from the top of the tank extending a minimum of 2-feet above the surface. The vent shall have a return bend with 24 stainless steel mesh installed at the end of the return bend, must be 2-feet above finished grade. The vent exiting the tank shall have non-shrink grout installed on the outside of the vent.

OPERATION AND MAINTENANCE EXPECTATIONS: The Maintenance Department, or equivalent, shall inspect the holding tank system monthly to determine if the system is in proper working order. These inspections should include cleaning the float system, checking fluid levels, and ensuring the panel is in working order.

The holding tanks shall be pumped when appropriate or when the alarm level is reached. The pumper truck should mix the fluids to ensure that the bottom sludge and fluid mix together to remove as much sludge as possible.

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Bedroom 1

Bedroom 4 Bedroom 3

Bedroom 2

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Mud/Utility Room

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UNITED STATES

DEPARTMENT OF THE INTERIOR

FISH AND WILDLIFE SERVICE

REGION 6 ENGINEERING

Lakewood, Colorado

Replace Maintenance Shop, Bunkhouse, GOV Garage

LAKE ANDES NATIONAL WILDLIFE REFUGE

LAKE ANDES, SOUTH DAKOTA

22-0040

JANUARY 2024

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Project background.

3. Work covered by Contract Documents.

4. Work under separate contracts.

5. Access to site.

6. Coordination with occupants.

7. Coordination with local utilities.

8. Work restrictions.

9. Permits and Fees.

10. Applicable codes, standards, and specifications.

11. Means and methods.

12. Safety.

13. Environmental Protection.

B. Related Requirements:

1. Section 015000-Temporary Facilities and Controls for limitations and procedures governing temporary use of Government's facilities.

1.2 PROJECT INFORMATION

A. Project Location: Lake Andes National Wildlife Refuge, which is approximately 7 miles east of Lake Andes, SD

1.3 PROJECT BACKGROUND

A. The project is to replace the Lake Andes Maintenance Shop, Bunkhouse, Government Vehicle (GOV) Garage, Pole Barn, and support facilities.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The services required will include all the design and preparation of construction plans and specifications, demolition and construction of replacement Maintenance Shop, Bunkhouse, Government Vehicle (GOV) Garage, and support facilities at Lake Andes National Wildlife Refuge (NWR).

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1.5 WORK UNDER SEPARATE CONTRACTS

A. General: In the event there is work being performed under a separate contract the Contractor shall cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts.

Coordinate the Work of this Contract with work performed under separate contracts.

1.6 ACCESS TO SITE

A. All operations of the Contractor (including storage of materials) upon Government premises shall be confined to areas authorized or approved by the Contracting Officer.

B. Limit use of Project site areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to lot.

2. Driveways, Walkways and Entrances: Keep driveways and loading areas, and entrances serving premises clear and available to Government, Government Representatives, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1.7 COORDINATION WITH OCCUPANTS

A. Partial Government Occupancy: Government will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Station Manager during construction operations to minimize conflicts and facilitate usage. Perform the Work so as not to interfere with Government operations. Maintain existing exits unless otherwise indicated.

1. Provide not less than 48 hours' notice to Government of activities that will affect Government's operations.

1.8 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, unless otherwise indicated.

1. Work on weekends will be restricted to Contracting Officer’s approval and at the Station Managers discretion.

2. No work will take place over Federally observed holidays.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Refuge Manager not less than 48 hours in advance of proposed utility interruptions.

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D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruptions to the Government.

1. Notify Station Manager not less than 48 hours in advance of proposed disruptive operations.

E. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor-air intakes.

1.9 COORDINATION WITH LOCAL UTILITIES

A. The Contractor shall be responsible for contracting and arranging with local utility for the termination, moving, or connection of utilities that serve existing buildings and ones that are planned to serve the new Work.

1.10 PERMITS AND FEES

A. The Contractor shall be responsible for obtaining all necessary local, State, and Federal permits and licenses, and payment of related fees, per the Contract Clauses.

1.11 APPLICABLE CODES, STANDARDS AND SPECIFICATIONS

A. All work shall comply with the codes and standards applicable to each type of work as listed in individual Sections of these Specifications.

B. Where a conflict occurs between a referenced document and the Project Specifications, the Project Specifications govern.

C. Where a conflict occurs between referenced documents, the document containing the most stringent requirements governs.

D. Where referenced documents are not specified by date, the document current at the bid opening applies.

E. Materials, applications, and tests specified by reference to published standards of society, association, code, or other published standards are included in the specifications as if written in their entirety.

F. Conform to all regulations and statutes of the State of Utah and to all Federal Regulations which apply.

1.12 MEANS AND METHODS

A. Means and methods of construction shall be such as the Contractor or subcontractors may choose;

subject, however, to the Contracting Officer's right to reject means and methods proposed which:

1. Constitute a hazard to the work, persons, or property.

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2. Will not produce finished work in accordance with terms of the contract.

3. Are contrary to specified means or methods included in the contract.

B. The right to reject means and methods of the Contractor or subcontractor shall not be construed or interpreted as acceptance of control of means and methods by the Contracting Officer.

C. The Contracting Officer's approval of means and methods or failure to exercise right to reject means and methods shall not relieve the Contractor of the obligation to complete the work required by the contract.

D. Total responsibility for control of all means and methods lies with the Contractor for all work.

1.13 SAFETY

A. The Contractor shall provide, erect and maintain all necessary barricades, suitable and sufficient flasher lights, flagmen, danger signals and signs, and shall take all necessary precautions for the protection of the work and the safety of the public. All ponds and water control structures shall remain accessible by vehicle. Roads closed to traffic shall be protected by effective barricades and shall be placed with acceptable warning signs. All barricades and obstructions shall be illuminated at night and all lights shall be kept burning from sunset until sunrise. Install appropriate traffic signs at crossroads and approaches to site as needed to direct affected public traffic. Specific signs and barricade requirements are detailed in the U.S. Department of Transportation, "Manual on Uniform Traffic Control Devices".

B. The Contractor shall assume full responsibility and liability for compliance with all applicable Federal, State, and local regulations pertaining to the protection of workers, visitors to the site, and persons occupying areas adjacent to the site, including the provisions of 29CFR1910 and 29CFR1926 of the Code of Federal Regulations. The Contractor shall hold harmless the Government for failure to comply with any applicable safety or health regulation on the part of himself, his employees, or his subcontractors.

C. Provide personal safety equipment and training commensurate with the hazards which may exist at the work site. The personal safety equipment and training shall be determined by a thorough hazard analysis of all work site areas. The safety program available at all work sites shall include a minimum of:

1. One nonfreezing-type fire extinguisher in each workshop and shed used for storage of materials at the work site. Place in location readily accessible to construction personnel.

2. A first aid kit for use of construction personnel commensurate with size of project with items necessary for first aid treatment of all injuries.

3. The Contractor shall conduct regular onsite safety inspections and all construction personnel shall receive a safety orientation.

4. Post telephone numbers of nearest hospital, ambulance service or flight for life, and fire station in conspicuous location. Advise all workers of location of telephone numbers.

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1.14 ENVIRONMENTAL PROTECTION

A. The Contractor shall abate and control all environmental pollution arising from construction activities by complying with all applicable Federal, State, and local laws and regulations concerning environmental pollution control and abatement, as well as the specified requirements in this contract. Compliance with this requirement by subcontractors will be the responsibility of the Contractor.

B. Fossils and Artifacts

1. Should the Contractor discover any fossils or artifacts during construction operations, such objects shall become the property of the Government. The Contractor shall cease construction operations in the area of the "find," and immediately notify the station manager of such discovery. Construction operations may proceed in other areas not affected by this clause. Care shall be exercised by the Contractor not to damage fossils or artifacts uncovered during excavation operations.

2. Failure to comply with this requirement may be considered a violation of the Archeological Resources Protection Act of 1979 as amended. Destruction of historic and prehistoric sites and/or unauthorized collection of cultural materials can result in criminal and/or civil penalties. Penalties can include fines, prison sentences, and/or confiscation of equipment.

3. If the Contractor uses fill from a nongovernmental source to perform work that is required under this project, and a new borrow site is opened or an existing borrow area is expanded in order to obtain such materials, the Contractor shall assure that any new borrow area disturbance meet the requirements of Section 106 of the National Historic Preservation Act.

C. Abatement of Air Pollution

1. The Contractor shall comply with applicable Federal, State, and local laws and regulations concerning the prevention and control of air pollution.

2. Construction activities shall be performed in such a manner that air pollution will be held to a minimum.

3. Burning of materials, trees and brush, combustible construction materials, and rubbish will not be permitted. Construction debris shall be disposed of at a location designated by the Contracting Officer or hauled off the Station to an approved disposal site.

D. Prevention of Water Pollution

1. The Contractor is responsible for implementing the terms and requirements of South Dakota storm water discharge permit, as issued to the State under the National Pollution Discharge Elimination System (NPDES) by the Environmental Protection Agency (EPA). The Contractor shall apply for and execute all permits as required by the State of South Dakota regarding storm water discharge from the construction site. The Contractor shall submit to the Contracting Officer a copy of all permit applications and a copy of all approvals from the State. Allow the Government 10 days for review of the application package prior to submission.

2. During construction, the Contractor shall comply with all applicable Federal, State, and local laws and regulations concerning the control and abatement of water pollution.

3. The Contractor's construction activities shall be performed by methods that will prevent entrance or accidental spillage of solid matter, contaminants, debris, and other

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objectionable pollutants and wastes into streams, flowing or dry water-courses, lakes, ponds, and underground water sources. The Contractor shall dispose of all pollutants such as petroleum products, rubbish, cement, concrete, etc., and objectionable material at a jurisdictionally accepted waste management facility.

4. Sanitary facilities, such as chemical toilets shall be located far enough from wells, live streams, or ponds to prevent pollution of the water.

5. Dewatering work for structure foundations or earthwork operations adjacent to or encroaching on streams or watercourses shall be conducted in a manner that prevents muddy water and eroded materials from entering streams or watercourses. This shall be accomplished by construction of intercepting ditches, bypass channels, barriers, settling ponds, or other approved means. Excavated material shall not be placed in or adjacent to watercourses where it can be washed away by high water or storm runoff.

E. Prevention of site contamination

1. The purpose of this section is to prevent invasive species from being introduced to the project work sites. This includes both plant and animal species. Invasive species can have long last detrimental effects at project sites at US Fish and Wildlife Service lands.

2. Prior to entrance to the work site, all equipment brought on site will be thor-oughly washed to remove dirt, seeds, and plant parts. Any equipment that has been any body of water within the past 30 days will be thoroughly cleaned with hot water greater than 140 degree F (typically the temperature found at commer-cial truck washes) and dried for a minimum of five days before being used at this project site. In addition, before transporting equipment from the project site all visible mud, plants and fish/animals will be removed, all water will be elimi-nated, and the equipment will be thoroughly cleaned. Anything that came in con-tact with water will be cleaned and dried following the above procedure.

F. Environmental Litigation: Time lost due to work stoppage because of failure of the Contractor to comply with these requirements may not be the subject of a claim for extension of time, for additional costs, or damages.

END OF SECTION 011000

PAYMENT PROCEDURES 012900 - 1

SECTION 012900 – PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

1.2 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

1. Submit the schedule of values to Contracting Officer at earliest possible date but no later than ten (10) days before the date scheduled for submittal of initial Applications for Payment.

1.3 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by Contracting Officer.

B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Government and Contractor.

C. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. Schedule of values.

2. Contractor's construction schedule (preliminary if not final).

3. Submittal schedule (preliminary if not final).

D. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Written guarantees, warranties, and certificates.

3. Record (As-Built) Drawings

4. All test reports.

END OF SECTION 012900

PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Coordination drawings.

2. Requests for Information (RFIs).

3. Project meetings.

1.2 DEFINITIONS

A. RFI: Request from Government, Owner, Construction Manager, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.

1.3 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

1.4 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Provide a construction schedule noting demolition activities, construction activities, deliveries, payments, etc., as needed to convey coordination information to the Contacting Officer, Contacting Officer’s Technical Representative (COTR), Government Inspector as well as local staff.

2. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

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3. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

4. Make adequate provisions to accommodate items scheduled for later installation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities as well as any activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the Schedule of Values (SOV).

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Pre-installation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

1.5 COORDINATION DRAWINGS

A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts.