Skid Sample Clauses
The 'Skid' clause defines the rights and responsibilities related to the movement or sliding of equipment or materials on a job site, typically in construction or industrial contexts. It outlines the procedures for safely relocating heavy items using skids, including who is responsible for providing the necessary equipment and ensuring proper handling to prevent damage or injury. This clause helps allocate responsibility and mitigate risks associated with moving large or heavy objects, ensuring safety and clarity in operations.
Skid. 4.1. Skid package to be designed for non-grouted setting on compacted screenings base.
4.2. Skid to be heavy design with concrete-filled sections under frame, engine, and crosshead guide supports. Scrubbers shall be installed on a bearing plate over skid beams.
4.3. One end of skid at minimum to have draw bar (for CAT 3606 and smaller units), each corner of skid (for CAT 3516 and larger units) to have lifting eye and large screened-top drain box with 2” NPT connection to drain header.
4.4. Full-depth structural steel members are to support scrubbers and other main components.
4.5. Skid decking that is to be steel shall be covered with 3/16” checkered floor plate.
4.6. Compressor frame to be mounted with grouted sole plates (no adjustable chocks).
4.7. Package shall include any OSHA-compliant access platforms, stairs, and ladders needed to access unit, including at top of cooler. Ladders shall extend 3-4’ above the top of the cooler to provide safe access.
4.8. Packages intended to be in buildings shall be designed accordingly.
Skid. ▇▇-▇-▇▇.▇▇▇▇#2 Cooler #2,Lube TYPE 500 AMERICAN TG Lube Oil Type 500 American Precision Ind. Oil TG-1 Skid TG-1-Hyd.Accu#1 Accumulator AUTOMAX TG Hydraulic AUTOMAX #1,Hydraulic TG-1 Skid TG-1-Hyd.Accu#2 Accumulator AUTOMAX TG Hydraulic AUTOMAX #2,Hydraulic TG-1 Skid TG-2-Hyd.Pump#2 Pump,Hydraulic PVB10RSY30C10 ▇▇▇▇▇▇▇ ▇▇ Buliding PVB-10-RSY-30-C-10 ▇▇▇▇▇▇▇ #2 TG-2 ▇▇-▇-▇▇.▇▇▇▇#2 Cooler,Lube Oil TYPE 500 AMERICAN TG Lube Oil Type 500 American Precision IND. #2 TG-2 Skid TG-2-Hyd.Accu#1 Accumulator AUTOMAX TG Hydraulic AUTOMAX #1,Hydraulic TG-2 Skid ▇▇▇▇▇ UNIT 1 EQUIPMENT LIST ---------------------------------------------------------------------------------------------------------------------------------- Equipment No. Description Model No. Manufacturer Location Comments ---------------------------------------------------------------------------------------------------------------------------------- TG-2-Hyd.Accu#2 Accumulator AUTOMAX TG Hydraulic AUTOMAX #2,Hydraulic TG-2 Skid TG-2-Hyd.Tank Tank,Hydraulic Power AUTOMAX TG Hydraulic AUTOMAX TK Pack TG-2 Skid TG-1-Hyd.Pump#2 Pump,Hydraulic PVB10RSY30C10 ▇▇▇▇▇▇▇ ▇▇ Hydraulic PVB-10-RSY-30-C-10 ▇▇▇▇▇▇▇ #2 TG-1 Skid TG-3-E-3 Condenser,Contact ▇▇▇▇▇▇ ▇▇ Building Duty:162.0 MMBTU/HR, SIZE: 96" DIA. X TG-3 24' 4" Length Shell:15 PSIG/Full Vacuum @250 DEG.F, Mat: 304L SSTRIM:3"-SC-325-HA-N MFG:▇▇▇▇▇▇ ▇▇-3-Hyd.Accu#1 Accumulator AUTOMAX TG Hydraulic AUTOMAX #1,Hydraulic TG-3 Skid TG-3-Hyd.Accu#2 Accumulator AUTOMAX TG Hydraulic AUTOMAX #2,Hydraulic TG-3 Skid TG-3-Hyd.Pump#2 Pump,Hydraulic PVB10RSY30C10 ▇▇▇▇▇▇▇ ▇▇ Hydraulic PVB-10-RSY-30-C-10 ▇▇▇▇▇▇▇ #2 TG-3 Skid ▇▇-▇-▇▇.▇▇▇▇#2 Cooler #2,Lube TYPE 500 AMERICAN TG Lube Oil Type 500 American Precision Ind. Oil TG-3 Skid TG-3-Lo.Tank Tank,Lube Geotherm TG Building CAP:715 GAL Oil TG-3 TG-3-Hyd.Tank Tank,Hydraulic Power AUTOMAX TG Hydraulic AUTOMAX TK Pack TG-3 Skid Vac Ejector System Ejector Area Wash Wash Water System TG Bldg & Pit P-48 Pump,Wash Water TG Building CAP:10 GPM, Delta P:112 FT., Specific GR:1.0 Type:Horiz Centrifical, Driver:1 1/2 HP @3500RPM Mat:316 SS No longer in operation Hv-743 Valve,Hand Wash TG Building No longer in operation Water Output Pi-741 Gauge,Press Wash TG Building No longer in operation Water Output Tg Turbine Generator GEOTHERM TG Building Manufactured by Geothermal Power Systems Company ▇▇▇▇▇ UNIT 1 EQUIPMENT LIST -----------------------------------------------------------------------------------------------------------------------------...
Skid. Aging Treatment Advantages 1. Strengthening and tying longitudinal cracks in slabs to prevent slab migration and to maintain aggregate interlock. 2. Mitigating the issue of tie-bars being omitted from longitudinal contraction joints (due to construction error) 3. Tying roadway lanes or shoulders that are separating or causing maintenance problems. 4. Tying centerline longitudinal joints that are starting to fault. 1. Can be used in all climatic regions 2. Relatively low life-cycle cost. Treatment Disadvantages 1. Potential damage to concrete during drilling. Care must be taken. 1. Labor Intensive 2. Usually requires Diamond Grinding for smooth surface. Cost Clarification Small Quantity Cost $11 - $17 / bar $50 per dowel. Medium Quantity Cost $35 per dowel. High Quantity Cost $25 per dowel. Items Included Drilling of holes, epoxy grout insertion, bar insertion, final grouting and crack sealing if called for. Slot creation and material removal, sand blasting and cleaning, caulking the joint crack, dowel bar placement, repair material placement, and may include diamond grinding and joint sealing. Items Excluded MOT MOT Typical Life Extension 10-15 years 9-10 years (depending on the type of bar being used). However, 7-33 years of pavement life extension have been observed. Table B.19 SUPPLEMENTAL INFORMATION FOR TREATMENT G-3 Aging Treatment Advantages See Definition Treatment Disadvantages 1. Overfilling voids may lead to worse problems than leaving them unfilled. Slab lift must be closely monitored to avoid damaging the slabs. Cost Clarification Small Quantity Cost Cement Fly-Ash Grout Undersealing: $0.90 - $1 / SY Asphalt Undersealing: $0.45 - 0.50 / SY Comment: This is usually bid by the ton. Costs vary widely. These numbers are low. High Quantity Cost Items Included 1. Cost depends on the material used, the extent and size of the voids and the size of the project. 2. Drilling Injection holes, injection of material and plugging holes. Items Excluded 1. FWD testing to detect voids. 2. MOT Typical Life Extension Extremely variable performance Table B.20 SUPPLEMENTAL INFORMATION FOR TREATMENTS H-1, H-2
Skid. 4.2.1. The building shall be welded seamless construction using ASTM A36 structural steel or better. The building shall be sized and arranged for proper strength and ability to withstand stress and loads that result when lifting complete factory fabricated and equipped assembly. Deflection shall be L/240.
4.2.2. Foundation shall be provided by AE and shall be either concrete slab or piers as specified in the substation drawings. Skid shall be designed to be anchored to concrete slab or welded on piers. For pier installation, the height of the piers shall be as stated in the substation drawings. Piers or slab will be designed and constructed by Austin Energy based on manufacturer’s loading data. The Contractor shall furnish all applicable loads, including but not limited to the horizontal, vertical, uplift of the structure. The loads shall be stated as being service or factored. The building loads are expected to be submitted to AE as soon as available.
4.2.3. The skid shall be supplied with an 18-guage galvanized steel sheet covering entire bottom of floor as a barrier from rodents and to hold the floor insulation in place. The placement of angle iron Specification E-1817 September 30, 2022 mounting brackets onto the skid shall be such that the cover can be removed or installed easily with bolts.
4.2.4. The Contractor shall provide edge of foundation configuration and anchor bolt requirements to Austin Energy no later than four (4) weeks after the purchase order is received.
4.2.5. Both the building support members and the inside and outside sheeting shall be grounded to grounding grid with 19#9 copper-clad steel wire at two diagonally opposite corners in accordance with Austin Energy grounding assembly drawing 7D-3017-A1. The 19#9 copper-clad steel wire shall be connected to the substation ground grid in accordance with Austin Energy grounding assembly drawing 7D-3000-D1.
4.2.6. The Contractor shall anchor the skids of the control house to the concrete slab. For pier foundations, the Contractor shall weld the skid to the plates embedded onto the pier foundations.
Skid. Resistant Surface: Aluminum oxide grit, epoxy bonded to the entire tread surface in accordance with manufacturer's recommendation.