Amendment 0002 - Specifications.pdf

Tooele Army Depot Gas Line and Fuel Swapping 2107

SECTION 01 10 10 Page 25

6.5

6.5.1

6.5.2

6.6

6.6.1 construction and as required to complete the design. Aerial photos shown on drawings are dated and should not be relied upon for accurate site details.

SITE DEMOLITION In general, the facilities that will be receiving new Natural Gas service will require demolition of previous service utilities. These utilities include fuel storage tanks (above ground and below ground, with sizes ranging from 75 - 6,000 gallons) and their respective connections and fuel lines, and concrete pads and bollards previously used for propane tanks and other fuel above ground tanks. Removal of Underground Storage Tanks shall comply with UFGS 02 65 00, Underground Storage Tank Removal, and Tooele AD Underground Storage Tank Removal guidance (see Appendix).

See Section 01 10 11 for list of exterior features required for demolition.

Waste Disposal. All waste at TEAD is regulated. All waste shall be evaluated in accordance with 40 CFR 261 and Utah Administrative Code R315-260 through 266 including R315-268, R315-270, and R315-273. If waste is found to be hazardous, it will be handled in accordance with TEAD Hazardous Waste Management Plans found on the TEAD Environmental Management System (EMS). Scrap materials (non-hazardous waste or recyclable material) shall be disposed of by: 1) Placing it in a Government-supplied scrap metal recycle bin. 2) Placing it in a Government supplied paper/cardboard recycle bin.

3) Placing it in a Government-supplied trash dumpster for all non-recyclable waste. Used oil is to be disposed in accordance with Utah Administrative Code R315-15.

Haul Route. See G-101 for haul route path. The haul route shall follow paved travel ways and avoid gravel roads to minimize the impact of heavy vehicle/equipment traffic. The haul route will travel through the Main Gate entering through Commander Boulevard to the intersection of Maintenance and Supply Road and continue northbound. At the intersection of Acacia Road, the haul route will travel westbound and then follow Rosewood Street and then turn left onto Teak Road. At the intersection of Greasewood Road, the haul route will travel westbound to the intersection of the paved unnamed road. At the intersection, the haul route will travel northbound and then turn left onto West Maintenance and Supply Road and travel west until arriving at a three-way stop. The haul route then turns right and follows the unnamed road as it curves north. At the second four-way intersection, the haul route will turn left onto Workshop Road to continue traveling westbound. Workshop Road will eventually become M-Line Road and the haul route will turn left onto the paved unnamed road prior to building 1294. The haul route will turn left onto another unnamed pave road that travels towards building 1376 and will terminated within the vicinity of the building. Installation roadways sustaining damage from construction activities shall be repaired at the Contractor’s expense after project completion. The Contractor shall coordinate with Tooele Army Depot’s Department of Emergency Services.

EARTHWORK.

General. During construction, minimize disturbed areas, stockpile excavated soils, and protect excavated soils from wind and water erosion.

Replace or remove soils when construction is complete. Re-seed all disturbed vegetation areas from construction/demolition operations. Seed shall be a six (6) seed mix native to the local area (Pubescent Wheatgrass, Crested Wheatgrass, Indian Ricegrass, Bluebunch Wheatgrass, Fourwing Saltbush, Forage Kochia). Seed shall be l2eddmn9 Highlight

Tooele Army Depot Gas Line and Fuel Swapping 2107

SECTION 01 10 10 Page 26

6.6.2

6.6.2.1

6.6.3

6.6.4

6.7

6.7.1

6.7.2

6.8

6.8.1 planted by broadcast spreader then raked under top layer of soil or placed by seed drill. Recommended seasons of planting are early spring or late fall.

Excavation. Tooele Army Depot requires all workers who perform excavation to attend a 1 hour Unexploded Ordnance (UXO) briefing at the TEAD safety office.

There are no known contaminant or contaminated soil at the site. If contaminants are encountered or suspected either by detecting suspicious odors or discolored soil, the Contractor shall notify the Contracting Officer immediately.

If the Contractor discovers unidentified hazardous conditions after construction commencement, he/she shall notify the Contracting Officer immediately. The Contractor shall stop construction for up to ten (10) days to allow time for Environmental Management (EM) representatives to sample and analyze suspected contamination. If the soil is determined to be contaminated, the Contractor shall set the contaminated soil aside on some contained area (asphalt, plastic lining, etc). The contained area shall first be covered with minimum 15 mil plastic before any soil is placed there. After the soil has been placed there it shall be entirely covered with minimum 15 mil plastic sufficiently anchored to remain in place during windy/stormy conditions. Storm water shall be diverted away from the stockpile, and any runoff from the stockpile area shall be contained and properly disposed of.

Borrow. All borrow shall be obtained at Contractor expense from the approved on-site source acceptable to the Contracting Officer and meeting gradation requirements of Geotechnical Report, and all excess materials shall be disposed of at an approved municipal landfill. The Contractor shall submit material certification for approval prior to placement. Excavation of borrow material from the on-site sand pit will be available from October to March; no excavation is to occur during the Cliff Swallow Nesting period. Imported sand bedding materials that meet Dominion Energy specification can be used on this project as well.

Geotechnical Report. Contractor is required to obtain the services of a Geotechnical Engineer. All explorations and Geotechnical evaluations and recommendations are the responsibility of the Contractor. See paragraph 7 “Geotechnical Design Requirements” for additional information and requirements regarding the Contractor’s Geotechnical Report.

SITE DEVELOPMENT

Siting. Location and orientation of the new services are shown on the Civil sheets. The final site design shall be determined by the Contractor meeting the minimum provisions of all applicable references indicated in these RFP documents and with the final approval of the Contracting Officer. The Contractor shall confine proposed development to the service route as shown on sheets C-111 and C-112.

Staging Area. The Contractor staging area and trailer shall be located within the project limits and a proposed location is shown on G-102.

SITE IMPROVEMENTS.

Standard Details. Site details shall be constructed per the Base Operations standard details and Tooele Army Depot Facilities Design Standards.

ECIP Gas Line and Fuel Swapping 2107

SECTION 01 10 11 Page 2

2.24 BUILDING 1351

2.25 BUILDING 1375

2.26 BUILDING 1376

3. ADDITION & ALTERATION REQUIREMENTS

3.1 MASTER METER AREA

3.2 BUILDING 109

3.3 NOT USED

3.4 BUILDING 116

3.5 BUILDING 139

3.6 BUILDING 506

3.7 BUILDING 522

3.8 BUILDING 539

3.9 BUILDING 540

3.10 BUILDING 541

3.11 BUILDING 1000

3.12 BUILDING 1001

3.13 BUILDING 1002

3.14 BUILDING 1004

3.15 BUILDING 1005

3.16 BUILDING 1010

3.17 BUILDING 1011

3.18 BUILDING 1236A

3.19 BUILDING 1251

3.20 BUILDING 1261

3.21 BUILDING 1265

3.22 BUILDING 1320

3.23 BUILDING 1343

3.24 BUILDING 1345

3.25 BUILDING 1351

3.26 BUILDING 1375

3.27 BUILDING 1376

SECTION 01 10 11 Page 6

2. DEMOLITION REQUIREMENTS

2.1 BUILDING 109

2.1.1 Site Issues

2.1.1.1 None.

2.1.2 Architectureal Issues

2.1.2.1 Replace and reseal exterior window. (window in front of building)

2.1.1 HVAC Issues

2.1.1.1 Demolish R-22 gas/electric indoor unit and condensing unit.

2.1.2 Plumbing Issues

2.1.2.1 None.

2.1.3 Power Issues

2.1.3.1 Demolish power for HVAC equipment to be demolished.

2.1.4 Communications Issues

2.1.4.1 If available, salvage and reuse smart thermostats. Otherwise demolish thermostats and controls for equipment to be demolished.

SECTION 01 10 11 Page 9

2.4 BUILDING 139

2.4.1 Site Issues

2.4.1.1 None.

2.4.2 Architectural Issues

2.4.2.1 Remove and replace 3'-0" x 5'-0" window. (First window on the right of the building).

2.4.3 HVAC Issues

2.4.3.1 Demolish two existing natural gas/electric furnace units.

2.4.4 Plumbing Issues

2.4.4.1 Demolish natural gas/electric domestic water heater.

2.4.5 Power Issues

2.4.5.1 Demolish power for HVAC and plumbing equipment to be demolished.

2.4.6 Communications Issues

2.4.6.1 If available, salvage and reuse smart thermostats. Otherwise demolish thermostats and controls for equipment to be demolished.

SECTION 01 10 11 Page 34

3.3 NOT USED

SECTION 01 10 11 Page 47

3.15 BUILDING 1005

3.15.1 SITE ISSUES

3.15.1.1 None.

3.15.2 UTILITY ISSUES

3.15.2.1 Furnish and install natural gas service and new natural gas meter.

3.15.3 ARCHITECTURAL ISSUES

3.15.3.1 Reseal salvaged exterior windows.

3.15.3.2 Reseal salvaged exterior doors.

3.15.4 MECHANICAL ISSUES

3.15.4.1

3.15.4.2

Furnish and install new natural gas/electric heat pump system(s) to replace existing three furnace systems. There are two existing rooftop units serving the north half of the building. They are Lennox MODEL Numbers: LHA180H, SERIAL NUMBERS: 5699L00532, & 5699K05679, CATALOG NUMBER: 554T25. PACKAGED HEAT PUMP UNITS. The other outdoor condensing units serve the auditorium and kitchen areas.

Modify the following propane-fueled kitchen equipment to use natural gas:

Fryer, Griddle, Grill, and 10-burner range/oven combo

3.15.5 PLUMBING ISSUES

3.15.5.1 Furnish and install new natural gas water heater.

3.15.5.2 Extend existing natural gas stub in mechanical room through existing crawl space to serve kitchen area.

3.15.5.3 Connect new natural gas piping into existing propane piping.

3.15.6 ELECTRICAL ISSUES

3.15.6.1 Provide power as required for new and modified mechanical and plumbing equipment. Building secondary voltage is 208 V. Building transformer size is 225 kVA, with an impedance of 3.07%. The three furnaces and the oven are fed from PANEL-B-B1005, with 125 A breakers. The fryers are fed from PANEL-C-B1005, with 100 A breakers. The grill and range are fed from PANEL-D-B1005, with 100 A breakers.

3.15.6.2 If available, reuse existing smart thermostats for new HVAC controls. Otherwise, provide new smart thermostats to new HVAC equipment. Connect smart thermostat and controls to base-wide Tridium EMCS.

SECTION 01 10 11 Page 51

3.19 BUILDING 1251

3.19.1 SITE ISSUES

3.19.1.1 None.

3.19.2 UTILITY ISSUES

3.19.2.1 Furnish and install natural gas service and new natural gas meter.

3.19.3 ARCHITECTURAL ISSUES

3.19.3.1 None.

3.19.4 MECHANICAL ISSUES

3.19.4.1 Modify existing propane boiler to use natural gas fuel.

3.19.4.2 Modify existing propane furnace to use natural gas fuel.

3.19.5 PLUMBING ISSUES

3.19.5.1 None.

3.19.6 ELECTRICAL ISSUES

3.19.6.1

3.19.6.2

3.19.6.3

Provide power as required for modified mechanical equipment. Building secondary voltage is 208 V. Building transformer size is 112.5 kVA, with an impedance of 5.8%.

If available, reuse existing smart thermostats for new HVAC controls. Otherwise, provide new smart thermostats to modified HVAC equipment. Connect smart thermostat and controls to base-wide Tridium EMCS.

Provide new natural gas meter for new natural gas service, and connect to base-wide Tridium EMCS.

Many areas of this building are classified hazardous locations (Class I, Div I), and as such, most of the electrical components will need to be explosion proof to meet the requirements of the NEC.

3.19.6.4

SECTION 01 10 11 Page 54

3.22 BUILDING 1320

3.22.1 SITE ISSUES

3.22.1.1 None.

3.22.2 UTILITY ISSUES

3.22.2.1 Furnish and install natural gas service and new natural gas meter.

3.22.3 ARCHITECTURAL ISSUES

3.22.3.1 None.

3.22.4 MECHANICAL ISSUES

3.22.4.1 For gas line sizing purposes, the industrial process furnace has a peak demand of 20 million BTU.

3.22.5 PLUMBING ISSUES

3.22.5.1 None.

3.22.6 ELECTRICAL ISSUES

3.22.6.1

3.22.6.2

Provide new natural gas meter for new natural gas service, and connect to base-wide Tridium EMCS.

Many areas of this building are classified hazardous locations (Class I, Div I), and as such, most of the electrical components will need to be explosion proof to meet the requirements of the NEC.

SECTION 01 10 11 Page 56

3.24 BUILDING 1345

3.24.1 SITE ISSUES

3.24.1.1 Install bollards around existing concrete pads previously used for propane tanks.

3.24.2 UTILITY ISSUES

3.24.2.1 Furnish and install natural gas service and new natural gas meter. Locate meter on existing concrete pad.

3.24.3 ARCHITECTURAL ISSUES

3.24.3.1 Replace vision glass at mechanical room door.

3.24.3.2 Replace all door bottom rain drips at all personnel doors.

3.24.4 MECHANICAL ISSUES

3.24.4.1 Modify propane makeup air unit to use natural gas.

3.24.4.2 Connect new HVAC unit controls into the base-wide Tridium EMCS.

3.24.5 PLUMBING ISSUES

3.24.5.1 None.

3.24.6 ELECTRICAL ISSUES

3.24.6.1

3.24.6.2

3.24.6.3

3.24.6.4

Provide power as required to modified mechanical equipment. Building secondary voltage is 208 V. Building transformer size is 300 kVA, with an impedance of 3.8%.

If available, reuse existing smart thermostats for new HVAC controls. Otherwise, provide new smart thermostats to modified HVAC equipment. Connect smart thermostat and controls to base-wide Tridium EMCS.

Provide new natural gas meter for new natural gas service, and connect to base-wide Tridium EMCS.

Many areas of this building are classified hazardous locations (Class I, Div I), and as such, most of the electrical components will need to be explosion proof to meet the requirements of the NEC.

SECTION 01 10 11 Page 58

3.26 BUILDING 1375

3.26.1 SITE ISSUES

3.26.1.1 None.

3.26.2 UTILITY ISSUES

3.26.2.1 Furnish and install natural gas service and new natural gas meter.

3.26.3 ARCHITECTURAL ISSUES

3.26.3.1 Replace seal at top of overhead door (doors 12’x12’ typical of 3)

3.26.3.2 Replace bottom rain drip at personnel door.

3.26.4 MECHANICAL ISSUES

3.26.4.1 Design, furnish and install a new paint booth exhaust, makeup air, and building heating system to use natural gas fuel.

3.26.4.2 Connect new HVAC unit controls into the base-wide Tridium EMCS.

3.26.5 PLUMBING ISSUES

3.26.5.1 None.

3.26.6 ELECTRICAL ISSUES

3.26.6.1

3.26.6.2

3.26.6.3

3.26.6.4

3.26.6.5

Provide power to new mechanical equipment. This building is split into north and south sides, with separate transformers feeding them. The North side transformer size is 112.5 kVA, with secondary voltage of 208 V, and impedance of 5.4%. The South side transformer size is 500 kVA, with secondary voltage of 480 V, and impedance of 5.5%.

If available, reuse existing smart thermostats for new HVAC controls. Otherwise, provide new smart thermostats to new HVAC equipment. Connect smart thermostat and controls to base-wide Tridium EMCS.

Provide new natural gas meter for new natural gas service, and connect to base-wide Tridium EMCS.

Provide duct smoke detectors as required in the new HVAC ductwork. Where ductwork penetrates fire-rated walls, provide automatic vent closers. Integrate new devices and equipment with existing fire alarm system.

Many areas of this building are classified hazardous locations (Class I, Div I), and as such, most of the electrical components will need to be explosion proof to meet the requirements of the NEC.

SECTION 01 10 11 Page 59

3.27 BUILDING 1376

3.27.1 SITE ISSUES

3.27.1.1 None.

3.27.2 UTILITY ISSUES

3.27.2.1 Furnish and install natural gas service and new natural gas meter.

3.27.3 ARCHITECTURAL ISSUES

3.27.3.1 Replace seal at top of overhead doors (doors 12’ x 12’ typical of 3).

3.27.3.2 Replace bottom rain drip at personnel door.

3.27.4 MECHANICAL ISSUES

3.27.4.1 Furnish and install new natural gas boiler to replace fuel oil boiler.

3.27.4.2 Connect new HVAC unit controls into the base-wide Tridium EMCS.

3.27.5 PLUMBING ISSUES

3.27.5.1 None.

3.27.6 ELECTRICAL ISSUES

3.27.6.1

3.27.6.2

3.27.6.3

3.27.6.4

Provide power to new mechanical equipment. Building secondary voltage is 208 V. Building transformer size is 150 kVA, with an impedance of 4.7%. This building also has an existing 94 kVA backup power generator with an ATS.

If available, reuse existing smart thermostats for new HVAC controls. Otherwise, provide new smart thermostats to new HVAC equipment. Connect smart thermostat and controls to base-wide Tridium EMCS.

Provide new natural gas meter for new natural gas service, and connect to base-wide Tridium EMCS.

Many areas of this building are classified hazardous locations (Class I, Div I), and as such, most of the electrical components will need to be explosion proof to meet the requirements of the NEC.

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U:\User Folder\Military Site Design\Leave slips for signature\tooele\C-1XX.dwg

NO SCALE

5. FUEL TANK SIZES RANGE FROM 75 TO 6,000

GALLONS. BLDG. 114: 2,000 GALLON TANK,

BLDG. 522: 250 GALLON TANK, BLDG. 1000: TWO

1,000 GALLON TANKS, BLDG. 1001: TWO 500

GALLON TANKS, BLDG. 1005: 3,000 GALLON

TANK, BLDG. 1343: 6,000 GALLON TANK, BLDG.

1375: 6,000 GALLON TANK, BLDG. 1376: 1,500

GALLON TANK.

AutoCAD SHX Text GENERAL NOTES: 1. EXISTING UNDERGROUND AND ABOVE EXISTING UNDERGROUND AND ABOVE GROUND FUEL TANK LOCATIONS SHOWN ON THESE SHEETS ARE THE BEST INFORMATION AVAILABLE FROM HISTORICAL DATA. IT IS PROVIDED TO ASSIST THE OFFERERS IN PREPARING THEIR PROPOSAL. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING FIELD SURVEYS TO VERIFY EXISTING SITE CONDITIONS PRIOR TO THE START OF DESIGN. 2. PROPANE TANK SYMBOLS SHOWN ON PROPANE TANK SYMBOLS SHOWN ON THIS SHEET INDICATE LOCATIONS WHERE THE CONCRETE PAD AND THEIR ASSOCIATED FEATURES (BOLLARDS, CMU WALL) ARE TO BE DEMOLISHED. REFER TO THE RFP DOCUMENT FOR ADDITIONAL DETAILS FOR EACH BUILDING WHERE PROPANE TANK FEATURES ARE TO BE DEMOLISHED. 3. THE PROPANE TANKS WILL BE THE PROPANE TANKS WILL BE REMOVED FROM THE PROJECT SITE BY THE PROPANE SERVICE PROVIDER PRIOR TO CONTRACTOR DEMOLITION AND CONSTRUCTION. 4. COORDINATION IS REQUIRED BETWEEN COORDINATION IS REQUIRED BETWEEN THE PROPANE SERVICE PROVIDER AND THE CONTRACTOR TO ENSURE MINIMAL DISRUPTION OF SERVICE DURING CONSTRUCTION.

AutoCAD SHX Text LEGEND (E) FUEL TANK UNDERGROUND (E) FUEL TANK ABOVE GROUND (E) PROPANE TANK LOCATION

AutoCAD SHX Text

UNION PACIFIC RAILROAD

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UNION PACIFIC RAILROAD

AutoCAD SHX Text

GUARD

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CATTLE

AutoCAD SHX Text N