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R-1741 - 08/14/2018 - CONTRACTS - Resolutions Exhibits (3) B. Description: 1. NEMA Type 1 Lay-In Galvanized Wireway, UL 870. Flat cover design. Size as shown on drawings. 2. Provide hinged covers where noted on drawings. 3. Provide all elbows, tee's, covers and fittings as required C. Finish: 1. To be selected by Architect/Engineer. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Verify that interior of building is physically protected from weather. B. Verify that mechanical work which is likely to injure conductors has been completed. C. Completely and thoroughly swab raceway system before installing conductors. D. Verify that supporting surfaces are ready to receive work. E. Electrical boxes are shown on Drawings, in approximate locations, unless dimensioned. 1. Obtain verification from Architect/Engineer for locations of outlets throughout prior to rough-in. F. Degrease and clean surfaces to receive wire markers. 3.02 INSTALLATION A. Arrange conduit to maintain headroom and to present neat appearance. 1. Route raceway parallel and perpendicular to walls and adjacent piping. 2. Maintain minimum 6 inch clearance to piping and 12 inch clearance to heat surfaces such as flues and heating appliances. 3. Maintain required fire, acoustic, and vapor barrier rating when penetrating walls, floors, and ceilings. 4. Use conduit hangers and clamps; do not fasten with wire or perforated pipe straps. 5. Use conduit bodies to make sharp changes in direction. 6. Terminate conduit stubs with insulated bushings. 7. Use suitable caps to protect installed raceway against entrance of dirt and moisture. 8. Install expansion joints where raceway crosses building expansion joints. B. Install electrical boxes as shown on the drawings, and as required for splices, taps, wire pulling, equipment connections and regulatory requirements. 1. Locate and install electrical boxes to allow access. Provide access panels if required. 2. Locate and install electrical boxes to maintain headroom and to present neat mechanical appearance. 3. Install pull boxes and junction boxes above accessible ceilings or in unfinished areas. 4. Provide knockout closures for unused openings. 5. Coordinate mounting heights and locations of outlets above counters, benches, backsplashes and furniture. C. Use recessed outlet boxes in finished areas and where indicated. PROJECT NO. 18-172-1179 26 0535-7 SECTION 26 05 35 Copyright 2018 by KLUBER, INC.:All Rights Reserved RACEWAYS AND BOXES 1. Secure boxes to interior wall and partition studs, accurately positioning to allow for surface finish thickness. 2. Use stamped steel stud bridges for flush outlets in hollow stud wall, and adjustable steel channel fasteners for flush ceiling outlet boxes. 3. Locate boxes in masonry walls to require cutting corner only. Coordinate masonry cutting to achieve neat openings for boxes. 4. Do not install boxes back-to-back in walls; provide 6 inches separation, minimum; except provide 24 inches separation, minimum in acoustic-rated walls. 5. Do not damage insulation. D. Install conduit to preserve fire resistance rating of walls, floors, partitions and other elements, using materials and methods recognized by Underwriters Laboratory Fire Resistance Directory. E. Provide anchors, fasteners, and supports in accordance with NECA "Standard of Installation". F. Do not fasten supports to pipes, ducts, mechanical equipment, and conduit. G. Do not use powder-actuated anchors. H. Cut or core structural members and thermal and moisture barriers only upon receiving permission from Architect. Each Contractor shall be responsible for making necessary penetrations for the completion of it's Work. I. Fabricate supports from structural steel or steel channel. Rigidly weld members or use hexagon head bolts to present neat appearance with adequate strength and rigidity. Use spring lock washers under all nuts. J. Use sheet metal channel to bridge studs above and below cabinets and panelboards recessed in hollow partitions. END OF SECTION PROJECT NO. 18-172-1179 260535-8 SECTION 26 05 35 Copyright 2018 by KLUBER, INC.;All Rights Reserved RACEWAYS AND BOXES SECTION 26 2100 LOW-VOLTAGE ELECTRICAL SERVICE ENTRANCE PART 1 GENERAL 1.01 SECTION INCLUDES A. Electrical service requirements. The design intent is to consolidate service points from two services to one service. This Project also includes relocation of service equipment at the designated service location. 1. Utility Co: The Utility Company may, at its discretion, replace the pad-mount transformer designated to remain. Contractor to submit load letter based upon Drawings and Specifications and make arrangements with Utility Co. 1.02 RELATED REQUIREMENTS A. Section 26 0519 - Conductors and Devices B. Section 26 05 29 - Supporting Devices C. Section 26 05 35- Raceway and Boxes D. Section 26 2413 - Service and Distribution E. Section 26 05 29 - Hangers and Supports for Electrical Systems. F. Section 3123 16.13 -Trenching: Excavating, bedding, and backfilling. 1.03 DEFINITIONS A. Service Point: The point of connection between the facilities of the serving utility and the premises wiring as defined in NFPA 70, and as designated by the Utility Company. 1.04 REFERENCE STANDARDS A. IEEE C2- National Electrical Safety Code; 2012. B, NECA 1 - Standard for Good Workmanship in Electrical Construction; 2010. C. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. 1.05 ADMINISTRATIVE REQUIREMENTS A. No later than two weeks following date of the Agreement, notify Utility Company of anticipated date of service. B. Coordination: 1. Verify the following with Utility Company representative: a. Utility Company requirements, including division of responsibility. b. Exact location and details of utility point of connection. c. Utility easement requirements. d. Utility Company charges associated with providing service. 2. Coordinate the work with other trades to avoid placement of other utilities or obstructions within the spaces dedicated for electrical service and associated equipment. PROJECT NO. 18-172-1179 26 21 00-1 SECTION 26 2100 Copyright 2018 by KLUBER, INC.,All Rights Reserved LOW-VOLTAGE ELECTRICAL SERVICE ENTRANCE 3. Coordinate arrangement of service entrance equipment with the dimensions and clearance requirements of the actual equipment to be installed. 4. Notify Architect/Engineer of any conflicts with or deviations from the contract documents. Obtain direction before proceeding with work. C. Arrange for Utility Company to provide permanent electrical service. Prepare and submit documentation required by Utility Company. D. Utility Company charges associated with providing permanent service to be paid by Owner. E. Preinstallation Meeting: Convene one week prior to commencing work of this section to review service requirements and details with Utility Company representative. F. Scheduling: 1. Where work of this section involves interruption of existing electrical service, arrange service interruption with Owner. 2. Arrange for inspections necessary to obtain Utility Company approval of installation. 1.06 SUBMITTALS A. See Section 0130 00-Administrative Requirements, for submittal procedures. B. Utility Company letter of availability for providing electrical service to project. C. Shop Drawings: Include dimensioned plan views and sections indicating locations and arrangement of Utility Company and service entrance equipment, metering provisions, required clearances, and proposed service routing. 1. Obtain Utility company approval of shop drawings prior to submittal. D. Drawings prepared by Utility Company, 1.07 QUALITY ASSURANCE A. Comply with the following: 1. IEEE C2 (National Electrical Safety Code). 2. NFPA 70 (National Electrical Code). 3. The requirements of the Utility Company. PART 2 PRODUCTS 2.01 ELECTRICAL SERVICE REQUIREMENTS A. Provide new electrical service consisting of all required conduits, conductors, equipment, metering provisions, supports, accessories, etc. as necessary for connection between Utility Company point of supply and service entrance equipment. B. Electrical Service Characteristics: As indicated on drawings. C. Division of Responsibility: 1. Pad-Mounted Utility Transformers: a. Transformer Pads: Reuse existing pad.. b. Transformers: Furnished and installed by Utility Company. c. Transformer Grounding Provisions: Reuse existing grounding at pad,. PROJECT NO. 18-172-1179 26 2100-2 SECTION 26 2100 Copyright 2018 by KLUBER, INC.;All Rights Reserved LOW-VOLTAGE ELECTRICAL SERVICE ENTRANCE d. Primary: 1) Trenching and Backfilling: Provided by Contractor. 2) Conduits: Furnished and installed by Contractor. 3) Conductors: Furnished and installed by Utility Company. e. Secondary: 1) Trenching and Backfilling: Provided by Contractor. 2) Conduits: Furnished and installed by Contractor. 3) Conductors: Furnished and installed by Contractor(Service Point at transformer). 2. Terminations at Service Point: Provided by Utility Company. 3. Metering Provisions: a. Meter Bases: Furnished and installed by Contractor per Utility Company requirements. b. Metering Transformer Cabinets: Furnished and installed by Contractor per Utility Company requirements. c. Metering Transformers: Furnished and installed by Utility Company. d. Conduits Between Metering Transformers and Meters: Furnished and installed by Contractor per Utility Company requirements. e. Wiring Between Metering Transformers and Meters: Furnished and installed by Utility Company. D. Products Furnished by Contractor: Comply with Utility Company requirements, PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field measurements are as shown on drawings. B. Verify that ratings and configurations of service entrance equipment are consistent with the indicated requirements. C. Verify that conditions are satisfactory for installation prior to starting work. 3.02 PREPARATION 3.03 INSTALLATION A. Install products in accordance with manufacturer's instructions and Utility Company requirements. B. Perform work in a neat and workmanlike manner in accordance with NECA 1. C. Arrange equipment to provide minimum clearances and required maintenance access. D. Provide required trenching and backfilling in accordance with Section 3123 16.13. E. Provide directional boring of utility conduits in accordance with Section 26 05 35. F. Provide required support and attachment components in accordance with Section 26 05 29. END OF SECTION PROJECT NO. 18-172-1179 26 2100 23 SECTION 26 2100 Copyright 2018 by KLUBER, INC.;All Rights Reserved LOW-VOLTAGE ELECTRICAL SERVICE ENTRANCE SECTION 26 2413 SERVICE AND DISTRIBUTION PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Distribution Switchboards, 1.02 SYSTEM DESCRIPTION A. Electric Service System: Existing multiple point (two) service entrance locations (modified). 120/208 volts, three phase, four wire, 60 Hz wye. Underground service with secondary metering. B. Grounding Electrode System; 1. Metal underground water pipe. 2. Rod electrode. 3. Metal frame of building. 1.03 SUBMITTALS A. Submit Under Provisions of Division 01 -Submittals: 1. Shop Drawings: Indicate relevant information on panelboards, switchboards, custom sections and devices. 2. Product Data: Provide data on enclosed switches and circuit breakers, fuses and panelboard circuit breakers. a. For circuit breakers feeding transformers, provide circuit breaker time-current curves overlayed with transformer inrush, FLA and primary/secondary thermal limit curves. 3. Test Reports: Submit for field inspection and testing. Include description of procedures, duration, instruments used, and test values obtained. Present information in table comparing acceptable values to actual values: a. Indicate overall resistance to ground and resistance of each electrode. b. Indicate final phase balance values for all panelboards, including neutral. 4. Operating and Maintenance Instructions: a. Panelboard: Submit NEMA PB 2.1. B. Submit Under Provisions of Section 0178 00- Contract Closeout: 1. Test Reports: Submit for field inspection and testing. Include description of procedures, duration, instruments used, and test values obtained. Present information in table comparing acceptable values to actual values. a. Indicate overall resistance to ground and resistance of each electrode. b. Indicate final phase balance values for all panelboards, including neutral. 2. Operating and Maintenance Instructions: a, Panelboard: Submit NEMA PB 2.1. 3. Project Record Documents: a. Accurately record actual locations of grounding electrodes. b. Record actual locations of Panelboards, indicate actual branch circuit arrangement. PROJECT NO. 18-172-1179 26 24 13-1 SECTION 26 24 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved SERVICE AND DISTRIBUTION 1.04 QUALITY ASSURANCE A. Ground System Resistance: 5 ohms. B. Phase balance per panelboard: 10 percent. C. All panelboards shall be of same manufacturer for ease of future maintenance. 1.05 REFERENCES A. NECA(National Electrical Contractors Association) "Standard of Installation." B. NEMA PB 1 - Panelboards. C. NEMA KS 1 - Enclosed Switches. D. NEMA PB 1.1 - Instructions for Safe Installation, Operation and Maintenance of Panelboards Rated 600 Volts or Less. 1.06 EQUIPMENT PADS A. Electrical Equipment Pads: Equipment pads shall be provided for all free standing equipment. The Electrical Contractor shall coordinate each pad requirement including dimensions, leave-out and sleeve requirements. PART 2 PRODUCTS 2.01 SERVICE ENTRANCE EQUIPMENT A. Manufacturers: 1. Square D. 2. General Electric. 3. Siemens. 4. Substitutions: Or Approved Equal. B. Main Service Entrance Switchboard "MDP' Description: NEMA PB-2, UL891, group mounted, class 1, front accessible, NEMA 4 enclosure, service entrance rated, free standing enclosure. Refer to panel schedule and Drawings for further information. 1. Current Transformer Cabinet: a. Utility: Commonwealth Edison Co. approved, with NEMA 4 CECHA approved meter fitting and control wiring. Suitable for current transformers as indicated on Drawings. Locate meter fitting on front of section enclosure. 2. Accessibility: Front and rear accessible. C. Bussing: Shall be copper(all phases, neutral and ground). D. Bus Connections: Bolted, accessible from front for maintenance. E. Ground Bus: Extend length of switchboard. F. Breakers: Provide fixed thermal magnetic trip molded case breakers as indicated on Drawings. G. Concrete Curb: Provide concrete curb for free standing equipment. PROJECT NO. 18-172-1179 2624 13-2 SECTION 26 24 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved SERVICE AND DISTRIBUTION 2.02 DISTRIBUTION PANELBOARDS A. Manufacturers: 1. Square D. 2. General Electric, 3. Siemens. 4. Substitutions: Or Approved Equal. B. Distribution Panelboard Description: NEMA PB-2, free standing, front accessible, ampere and voltage ratings as noted, NEMA 4 enclosure. Refer to panel schedule and Drawings for further information. 1. Distribution Panelboards shall be a minimum of 30" wide. C. Breakers: Provide fixed thermal magnetic trip molded case breakers branch devices as indicated on Drawings and scheduled at the end Section. D. Bussing: Shall be copper(all phases, neutral and ground). E. Concrete Curb: Provide concrete curb for free standing equipment. PART 3 EXECUTION 3.01 EXAMINATION AND PREPARATION A. Make arrangements with Utility Company to obtain permanent electric service to the Project. 3.02 INSTALLATION A. Install service in accordance with Utility instructions. 1. Underground: Install service lateral conductors and conduit from Utility's pad-mount transformer to building service entrance equipment. The Utility Co. will connect the secondary (service lateral) conductors to the transformer secondary lugs. 2. Trench and backfill as necessary for installation of conduits, B. Install equipment in accordance with manufacturer's instructions. C. Apply adhesive tag on inside door of each fused switch indicating NEMA fuse class and size installed. D. Provide grounding and bonding to NFPA 70. Provide maintenance grounding conductor jumper at water service. 1. Supplementary Grounding Electrode: Use driven ground rod @ switchboard. 2. Provide grounding and bonding at main switchboard, all separately derived systems and generator frame. Utilize building structure and water service as grounding electrodes. E. Install panelboards to NEMA PB 1.1. F. Provide typed or neatly handwritten circuit directory for each branch circuit panelboard. Revise directory to reflect circuiting changes required to balance phase loads. G. Provide engraved plastic nameplates. PROJECT NO. 18-172-1179 2624 13-3 SECTION 26 24 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved SERVICE AND DISTRIBUTION H. Provide spare conduits out of each recessed panelboard to an accessible location above ceiling. Identify each as SPARE. I. Measure steady state load currents at each panelboard feeder; rearrange circuits in the panelboard to balance the phase loads to within 20 percent of each other. Maintain proper phasing for multi-wire branch circuits. J. Service equipment must be legibly field-marked with the maximum available fault current, including the date the fault current calculation was performed and be of sufficient durability to withstand the environment involved. K. Field mark electrical equipment to warn qualified persons on the danger of electric arc flash. The field-marking must be clearly visible to qualified persons before they inspect or work on the equipment. 3.03 FIELD QUALITY CONTROL A. Inspect grounding and bonding system conductors and connections for tightness and proper installation. B. Measure ground resistance from system neutral connection at service entrance to convenient ground reference point by passing minimum current of 10 amperes DC and measuring voltage drop. Maximum resistance: 5 ohms. C. Measure primary and secondary transformer voltages and make appropriate tap adjustments. 3.04 CLEANING A. Clean equipment finishes to remove paint and concrete splatters. END OF SECTION PROJECT NO. 18-172-1179 2624 13-4 SECTION 26 24 13 Copyright 2018 by KLUBER,INC.;All Rights Reserved SERVICE AND DISTRIBUTION SECTION 26 3213 ENGINE GENERATORS PART1 GENERAL 1.01 SECTION INCLUDES A. Packaged engine generator system and associated components and accessories: 1. Engine and engine accessory equipment. 2. Alternator. 3. Generator set control system. 4. Generator set enclosure. 5. Maintenance cable tap lugs for temporary generator at output. 6. Remote annunciator panels. 1.02 RELATED REQUIREMENTS A. Section 03 30 00-Cast-in-Place Concrete: Concrete equipment pads. B. Section 23 11 23- Facility Natural-Gas Piping. C. Section 26 05 29- Hangers and Supports for Electrical Systems. D. Section 26 36 00-Transfer Switches. 1.03 REFERENCE STANDARDS A. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2010. B. NECA/EGSA 404- Standard for Installing Generator Sets; 2014. C. NEMA MG 1 - Motors and Generators; 2014. D. NFPA 30- Flammable and Combustible Liquids Code; 2015. E. NFPA 37- Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines; 2015. F. NFPA 70- National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. G. NFPA 110- Standard for Emergency and Standby Power Systems; 2013. H. UL 1236- Battery Chargers for Charging Engine-Starter Batteries; Current Edition, Including All Revisions. I. UL 2200- Stationary Engine Generator Assemblies; Current Edition, Including All Revisions. J. ANSI/NEMA Compliance: Comply with applicable requirements of ANSI/NEMA MG 1, "Motors and Generators", and MG 2, "Safety Standard for Construction and Guide for Selection, Installation and Use of Electric Motors and Generators". Transfer switches shall comply with ICS 2, K. IEEE Compliance: Comply with applicable portions of IEEE Std. 241, "IEEE Requirements Practice for Electric Power Systems in Commercial Buildings" pertaining to standby power. PROJECT NO. 18-172-1179 2632 13-1 SECTION 26 32 13 Copyright 2018 by KLUBER,INC.;All Rights Reserved ENGINE GENERATORS L. IEEE Compliance: Comply with applicable portions of IEEE Standard 241, "IEEE Recommended Practice for Electric Power Systems in Commercial Buildings" pertaining to standby power. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordination: 1. Coordinate compatibility of generator sets to be installed with work provided under other sections or by others. a. Transfer Switches: See Section 26 36 00. 2. Coordinate the work with other trades to avoid placement of ductwork, piping, equipment or other potential obstructions within the spaces dedicated for engine generator system. 3. Coordinate arrangement of equipment with the dimensions and clearance requirements of the actual equipment to be installed. 4. Coordinate the work to provide electrical circuits suitable for the power requirements of the actual auxiliary equipment and accessories to be installed. 5. Notify Arch itect1Eng inee r of any conflicts with or deviations from the contract documents. Obtain direction before proceeding with work. B. Preinstallation Meeting: Convene one week before starting work of this section; require attendance of all affected installers. 1.05 SUBMITTALS A. See Section 0130 00-Administrative Requirements, for submittal procedures. B. Product Data: Provide manufacturer's standard catalog pages and data sheets for each product, including ratings, configurations, dimensions, finishes, weights, service condition requirements, and installed features. Include alternator starting capabilities, engine fuel consumption rates, and cooling, combustion air, and exhaust requirements. 1. Include generator set sound level test data. 2. Include characteristic trip curves for overcurrent protective devices upon request. 3. Include alternator thermal damage curve upon request. 4. Provide data showing internal wiring diagrams for engine, generator, control panel, battery, battery rack, battery charger, exhaust silencer, vibration isolators and remote radiator(if provided). C. Shop Drawings: Include dimensioned plan views and sections indicating locations of system components, required clearances, and field connection locations. Include system interconnection schematic diagrams showing all factory and field connections. D. Evidence of qualifications for installer. E. Evidence of qualifications for maintenance contractor(if different entity from installer). F. Manufacturer's factory emissions certification. G. Source quality control test reports. H. Provide NFPA 110 required documentation from manufacturer where requested by authorities having jurisdiction, including but not limited to: 1. Certified prototype tests. PROJECT NO. 18-172-1179 26 32 13-2 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved ENGINE GENERATORS 2. Torsional vibration compatibility certification. 3. NFPA 110 compliance certification, 4. Certified rated load test at rated power factor, I. Manufacturer's detailed field testing procedures. J. Operation and Maintenance Data: Include detailed information on system operation, equipment programming and setup, replacement parts, and recommended maintenance procedures and intervals. 1. Include contact information for entity that will be providing contract maintenance and trouble call-back service. K. Executed Warranty: Submit documentation of final executed warranty completed in Owner's name and registered with manufacturer. L. Maintenance contracts. M. Project Record Documents: Record actual locations of system components, installed circuiting arrangements and routing, and final equipment settings. 1. Accurately record location of engine generator and mechanical and electrical connections. N. Maintenance Materials: Furnish the following for Owner's use in maintenance of project. 1. See Section 0160 00- Product Requirements, for additional provisions. 2. Furnish one set of tools required for preventative maintenance of the engine generator system. Package tools in adequately sized metal tool box, 3. Provide two additional sets of each fuel, oil, and air filter element required for the engine generator system. 0. Product Data: Provide data showing dimensions, weights, ratings, interconnection points, and internal wiring diagrams for engine, generator, control panel, battery, battery rack, battery charger, exhaust silencer, vibration isolators and remote radiator. P. Maintenance Data: Include instructions for routine maintenance requirements, service manuals for engine and, oil sampling and analysis for engine wear, and emergency maintenance procedures. 1.06 QUALITY ASSURANCE A. Comply with the following: 1. NFPA 70 (National Electrical Code). 2. NFPA 110 (Standard for Emergency and Standby Power Systems). 3. NFPA 37(Standard for the Installation and Use of Stationary Combustion Engines and Gas Turbines). B. Maintain at the project site a copy of each referenced document that prescribes execution requirements. C. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. 1. Authorized service facilities located within 50 miles of project site. PROJECT NO. 18-172-1179 26 32 13-3 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.,All Rights Reserved ENGINE GENERATORS D. Installer Qualifications: Company specializing in performing the work of this section with minimum three years documented experience with engine generator systems of similar size, type, and complexity; manufacturer's authorized installer. E. Maintenance Contractor Qualifications: Same entity as installer or different entity with specified qualifications. 1. Contract maintenance office located within 200 miles of project site. F. Products: Listed, classified, and labeled by Underwriter's Laboratories Inc. (UL)or testing firm acceptable to authorities having jurisdiction as suitable for the purpose indicated. 1.07 DELIVERY, STORAGE, AND HANDLING A. Receive, inspect, handle, and store generator sets in accordance with manufacturer's instructions and NECAIEGSA 404. B. Store in a clean, dry space. Maintain factory wrapping or provide an additional heavy canvas or heavy plastic cover to protect units from dirt, water, construction debris, and traffic, C. Handle carefully in accordance with manufacturer's instructions to avoid damage to generator set components, enclosure, and finish. D. Accept packaged engine generator set and accessories on site in crates and verify damage. E. Protect equipment from dirt and moisture by securely wrapping in heavy plastic. 1.08 WARRANTY A. See Section 0178 00 - Closeout Submittals, for additional warranty requirements. B. Provide minimum one year manufacturer warranty covering repair or replacement due to defective materials or workmanship. 1.09 MAINTENANCE SERVICE A. Furnish service and maintenance of packaged engine generator system for one year from Date of Substantial Completion. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Packaged Engine Generator Set: 1. Caterpillar Inc: www.cat.com. 2. Cummins Power Generation Inc: www.cumminspower.com. 3. Generac Power Systems: www.generac.com/industrial. B. Substitutions: See Section 0160 00- Product Requirements. 2.02 PACKAGED ENGINE GENERATOR SYSTEM A. Provide new engine generator system consisting of all required equipment, sensors, conduit, boxes, wiring, piping, supports, accessories, system programming, etc. as necessary for a complete operating system that provides the functional intent indicated. PROJECT NO. 18-172-1179 2632 13-4 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved ENGINE GENERATORS B. System Description: 1. Application: Optional/Standby,. 2. Configuration: Single packaged engine generator set operated independently(not in parallel). C. Packaged Engine Generator Set: 1. Type: Gaseous (spark ignition). 2. Power Rating: As indicated on drawings, standby. 3. Voltage: As indicated on drawings. 4. Main Line Circuit Breaker: a. Type: Thermal magnetic. b. Trip Rating: As indicated on drawings. c. Features: 1) Maintenance Cable Tap. 2) Lock-out, Tag-out Provisions. D. Generator Set General Requirements: 1. Prototype tested in accordance with NFPA 110 for Level 1 systems. 2. Factory-assembled, with components mounted on suitable base. 3. List and label engine generator assembly as complying with UL 2200. 4. Power Factor: Unless otherwise indicated, specified power ratings are at 0.8 power factor for three phase voltages and 1.0 power factor for single phase voltages, 5. Provide suitable guards to protect personnel from accidental contact with rotating parts, hot piping, and other potential sources of injury. 6. Main Line Circuit Breakers: Provide factory-installed line side connections with suitable lugs for load side connections. a. NEMA AB 1 molded case circuit breaker on generator output with integral thermal and instantaneous magnetic trip in each pole; sized in accordance with ANSI/NFPA 70. Include battery-voltage operated shunt trip, connection to open circuit breaker on engine failure. Mount unit in enclosure to meet ANSI/NEMA 250 requirements. E. Service Conditions: Provide engine generator system and associated components suitable for operation under the service conditions at the installed location. F. Starting and Load Acceptance Requirements: 1. Cranking Method: Cycle cranking complying with NFPA 110 (15 second crank period, followed by 15 second rest period, with cranking limiter time-out after 3 cycles), unless otherwise required. 2. Cranking Limiter Time-Out: If generator set fails to start after specified cranking period, indicate overcrank alarm condition and lock-out generator set from further cranking until manually reset. 3. Start Time: Capable of starting and achieving conditions necessary for load acceptance within 10 seconds (NFPA 110, Type 10). 4. Maximum Load Step: Supports 100 percent of rated load in one step. G. Exhaust Emissions Requirements: 1. Comply with federal (EPA), state, and local regulations applicable at the time of commissioning; include factory emissions certification with submittals. PROJECT NO. 18-172-1179 26 32 13-5 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved ENGINE GENERATORS 2. Do not make modifications affecting generator set factory emissions certification without approval of manufacturer and Engineer. Where such modifications are made, provide field emissions testing as necessary for certification. H. Sound Level Requirements: 1. Do not exceed 64 dBA when measured at 23 feet from generator set in free field (no sound barriers)while operating at full load; include manufacturer's sound data with submittals. I. System Capacity: As noted on drawings at elevation of 700 feet above sea level, continuous rating using engine-mounted radiator. J. Engine Accessories: Lube oil filter, intake air filter, lube oil cooler, gear-driven water pump. Include fuel pressure gage, water temperature gage, and lube oil pressure gage on engine-generator control panel. K. Coolant heater: Engine mounted, thermostatically controlled, water jacket heater. The heater shall be sized as recommended by the equipment supplier. Heater voltage shall be as required. L. Mounting: Provide unit with suitable spring-type vibration isolators and mount on structural steel base and concrete pad. M. Exerciser Clock: Provide solid state exerciser clock to set the day, time, and duration of generator set exercise/test period. Provide without load selector switch for the exercise period. N. Maintenance cable lugs: Provide lug connection for portable generator during maintenance periods with lock-out, tag-out provisions at generator breaker assembly. 2.03 ENGINE AND ENGINE ACCESSORY EQUIPMENT A. Provide engine with adequate horsepower to achieve specified power output at rated speed, accounting for alternator efficiency and parasitic loads. B. Engine Starting System: 1. System Type: Electric, with DC solenoid-activated starting motor(s), 2. Battery(s): a. Battery Type: Lead-acid. b. Battery Capacity: Size according to manufacturer's recommendations for achieving starting and load acceptance requirements under worst case ambient temperature; capable of providing cranking through two complete periods of cranking limiter time-outs without recharging. c. Provide battery rack, cables, and connectors suitable for the supplied battery(s); size battery cables according to manufacturer's recommendations for cable length to be installed. 3. Battery-Charging Alternator: Engine-driven, with integral solid-state voltage regulation. 4. Battery Charger: a. Provide dual rate battery charger with automatic float and equalize charging modes and minimum rating of 10 amps; suitable for maintaining the supplied battery(s) at full charge without manual intervention. b. Capable of returning supplied battery(s)from fully discharged to fully charged condition within 24 hours, as required by NFPA 110 for Level 1 applications while carrying normal loads. PROJECT NO. 18-172-1179 26 32 13-6 SECTION 26 32 13 Copyright 2018 by KLUBER,INC.;All Rights Reserved ENGINE GENERATORS c. Recognized as complying with UL 1236. d. Furnished with integral overcurrent protection; current limited to protect charger during engine cranking; reverse polarity protection. e. Provide integral DC output ammeter and voltmeter with five percent accuracy. f. Provide alarm output contacts as necessary for alarm indications. g. Trickle type. 5. Battery Heater: Provide thermostatically controlled battery heater to improve starting under cold ambient conditions. 6. Include remote starting control circuit, with MANUAL-OFF-REMOTE selector switch on engine-generator control panel. C. Engine Speed Control System (Governor): 1. Single Engine Generator Sets (Not Operated in Parallel): Provide electronic isochronous governor for controlling engine speed/alternator frequency. 2. Electronic, mechanical adjustable to maintain engine speed within 0.5 percent, steady state, and 5 percent, no load to full load, with recovery to steady state within 2 seconds following sudden load changes. D. Engine Lubrication System: 1. System Type: Full pressure, with engine-driven, positive displacement lubrication oil pump, replaceable full-flow oil filter(s), and dip-stick for oil level indication. Provide oil cooler where recommended by manufacturer. E. Engine Cooling System: 1. System Type: Closed-loop, liquid-cooled, with unit-mounted radiator/fan and engine-driven coolant pump; suitable for providing adequate cooling while operating at full load under worst case ambient temperature. 2. Fan Guard: Provide suitable guard to protect personnel from accidental contact with fan. 3. Radiator: Radiator using glycol coolant, with blower type fan, sized to maintain safe engine temperature in ambient temperature of 110 degrees F (43 degrees C). Radiator Air Flow Restriction: 0.5 inches of water, maximum. F. Engine Air Intake and Exhaust System: 1. Air Intake Filtration: Provide engine-mounted, replaceable, dry element filter. 2. Engine Exhaust Connection: Provide suitable, approved flexible connector for coupling engine to exhaust system. 3. Exhaust Silencer: Provide critical grade or better exhaust silencer with sound attenuation not less than basis of design; select according to manufacturer's recommendations to meet sound performance requirements, where specified. G. Engine speed: 1800 rpm. H. Safety Devices: Engine shutdown on high water temperature, low oil pressure, overspeed, and engine overcrank. Limits as selected by manufacturer. PROJECT NO. 18-172-1179 2632 13-7 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.:All Rights Reserved ENGINE GENERATORS 2.04 ALTERNATOR(GENERATOR) A. Alternator: 4-pole, 1800 rpm (60 Hz output) revolving field, synchronous generator complying with NEMA MG 1; connected to engine with flexible coupling; voltage output configuration as indicated, with reconnectable leads for 3 phase alternators. B. Exciter: 1. Exciter Type: Brushless; provide permanent magnet generator(PMG) excitation system; self-excited (shunt)systems are not permitted. 2. PMG Excitation Short-Circuit Current Support: Capable of sustaining 300 percent of rated output current for 10 seconds. 3. Voltage Regulation (with PMG excitation): Plus/minus 0.5 percent for any constant load from no load to full load. C. Temperature Rise: Comply with UL 2200. D. Insulation System: NEMA MG 1, Class H; suitable for alternator temperature rise. E. Enclosure: NEMA MG 1, drip-proof. F. Total Harmonic Distortion: Not greater than five percent. G. Voltage Regulation: Include generator-mounted volts per Hertz exciter-regulator to match engine and generator characteristics, with voltage regulation +/-one percent from no load to full load. Include manual controls to adjust voltage drop+/-5 percent voltage level, and voltage gain. 2.05 GENERATOR SET CONTROL SYSTEM A. Provide microprocessor-based control system for automatic control, monitoring, and protection of generator set. Include sensors, wiring, and connections necessary for functions/indications specified. B. Control Panel: 1. Control Panel Mounting: Unit-mounted unless otherwise indicated; vibration isolated. 2. Generator Set Control Functions: a. Automatic Mode: Initiates generator set start/shutdown upon receiving corresponding signal from remote device (e.g. automatic transfer switch). b. Manual Mode: Initiates generator set start/shutdown upon direction from operator. c. Reset Mode: Clears all faults, allowing generator set restart after a shutdown. d. Emergency Stop: Immediately shuts down generator set (without time delay) and prevents automatic restarting until manually reset. e. Cycle Cranking: Programmable crank time, rest time, and number of cycles. f. Time Delay: Programmable for shutdown (engine cooldown) and start(engine warmup). g. Voltage Adjustment: Adjustable through range of plus/minus 5 percent. h. Push-to-test indicator lamps, one each for low oil pressure, high water temperature, overspeed, and overcrank. 3. Generator Set Status Indications: a. Voltage (Volts AC): Line-to-line, line-to-neutral for each phase. 1) 3-1/2 inch dial, 2 percent accuracy, with phase selector switch. b. Current(Amps): For each phase. PROJECT NO. 18-172-1179 26 32 13-8 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved ENGINE GENERATORS 1) 3-1/2 inch dial, 2 percent accuracy, with phase selector switch. c, Frequency(Hz). 1) 45-65 Hz range, 3-1/2 inch dial. d. Real power(W/kW). e. Reactive power(VAR/kVAR). f. Apparent power(VA/kVA). g, Power factor. h. Duty Level: Actual load as percentage of rated power. i. Engine speed (RPM). j. Battery voltage (Volts DC). k. Engine oil pressure. I. Engine coolant temperature. m. Engine run time. n. Generator powering load (position signal from transfer switch). o. Engine running time meter. p. Auxiliary Relay: 3PDT, operates when engine runs, with contact terminals prewired to terminal strip. 4. Generator Set Protection and Warning/Shutdown Indications: a. Comply with NFPA 110; configurable for NFPA 110 Level 1 or Level 2, or NFPA 99 systems including but not limited to the following protections/indications: 1) Overcrank(shutdown). 2) Low coolant temperature (warning). 3) High coolant temperature (warning). 4) High coolant temperature (shutdown). 5) Low oil pressure (shutdown). 6) Overspeed (shutdown). 7) Low fuel level (warning). 8) Low coolant level (warning/shutdown). 9) Generator control not in automatic mode (warning). 10)High battery voltage (warning). 11)Low cranking voltage (warning). 12)Low battery voltage (warning). 13)Battery charger failure (warning). b. In addition to NFPA 110 requirements, provide the following protections/indications: 1) High AC voltage (shutdown). 2) Low AC voltage (shutdown). 3) High frequency(shutdown). 4) Low frequency(shutdown). 5) Overcurrent(shutdown). c. Provide contacts for local and remote common alarm. d. Provide lamp test function that illuminates all indicator lamps. 5. Other Control Panel Features: a. Event log. b. Remote monitoring capability via PC. C. Remote Annunciator: PROJECT NO. 18-172-1179 26 32 13-9 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved ENGINE GENERATORS 1. Remote Annunciator Mounting: Wall-mounted; Provide flush-mounted annunciator for finished areas and surface-mounted annunciator for non-finished areas unless otherwise indicated. 2. Generator Set Status Indications: a. Generator powering load (via position signal from transfer switch). b. Communication functional. 3. Generator Set Warning/Shutdown Indications: a. Comply with NFPA 110 for Level 1 systems including but not limited to the following indications: 1) Overcrank(shutdown). 2) Low coolant temperature (warning). 3) High coolant temperature (warning). 4) High coolant temperature (shutdown). 5) Low oil pressure (shutdown). 6) Overspeed (shutdown). 7) Low fuel level (warning). 8) Low coolant level (warning/shutdown). 9) Generator control not in automatic mode (warning). 10)High battery voltage (warning). 11)Low cranking voltage (warning). 12)Low battery voltage (warning). 13)Battery charger failure (warning). b. Provide audible alarm with silence function. c. Provide lamp test function that illuminates all indicator lamps. D. Remote Emergency Stop: Provide approved red, mushroom style remote emergency stop button where indicated or required by authorities having jurisdiction. 2.06 GENERATOR SET ENCLOSURE A. Enclosure Type; Sound attenuating, weather protective. B. Enclosure Material: Steel or aluminum. 1. All sheet metal shall be primed for corrosion protection and finish painted with the manufacturers standard color. C. Hardware Material: Stainless steel. D, Color; Manufacturer's standard. E. Access Doors: Lockable, with all locks keyed alike. F. Openings: Designed to prevent bird/rodent entry. 1. Housing shall provide ample airflow for generator set operation. the housing shall have hinged side-access doors and rear control door. G. External Drains: Extend oil and coolant drain lines to exterior of enclosure for maintenance service. H. Sound Attenuating Enclosures: Line enclosure with non-hydroscopic, self-extinguishing sound-attenuating material. PROJECT NO. 18-172-1179 26 32 13-10 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved ENGINE GENERATORS I. Exhaust Silencers: Where exhaust silencers are mounted within enclosure in main engine compartment, insulate silencer to minimize heat dissipation as necessary for operation at rated load under worst case ambient temperature. 2.07 SOURCE QUALITY CONTROL A. See Section 0140 00-Quality Requirements, for additional requirements. B. Perform production tests on generator sets at factory to verify operation and performance characteristics prior to shipment. Include certified test report with submittals. C. Generator Set production testing to include, at a minimum: 1. Operation at rated load and rated power factor. 2. Single step load pick-up. 3. Transient and steady state voltage and frequency performance. 4. Operation of safety shutdowns. D. Rating: Capacity as indicated, standby service, voltage as indicated, 60Hz at 1800 rpm. E. Skid-Mounted Fuel Tank: See drawings for size. Steel tank, with fill and vent. F. Batteries: Heavy duty, lead-acid storage batteries, 170 ampere-hours minimum capacity. Match battery voltage to starting system. Include necessary cables and clamps. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field measurements are as shown on the drawings. B. Verify that the ratings and configurations of generator sets and auxiliary equipment are consistent with the indicated requirements. C. Verify that rough-ins for field connections are in the proper locations. D. Verify that mounting surfaces are ready to receive equipment. E. Verify that conditions are satisfactory for installation prior to starting work. F. Verify that required utilities are available in proper location and ready for use. G. Beginning of installation means installer accepts existing conditions. 3.02 INSTALLATION A. Perform work in a neat and workmanlike manner in accordance with NECA 1. B. Install products in accordance with manufacturer's instructions. C. Install generator sets and associated accessories in accordance with NECAIEGSA 404, D. Arrange equipment to provide minimum clearances and required maintenance access. E. Unless otherwise indicated, mount generator set on properly sized 6 inch high concrete pad constructed in accordance with Section 03 30 00. Provide suitable vibration isolators,where not factory installed. PROJECT NO. 18-172-1179 2632 13-11 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved ENGINE GENERATORS F. Provide required support and attachment in accordance with Section 26 05 29. G. Use manufacturer's recommended oil and coolant, suitable for the worst case ambient temperatures. H. Provide natural gas piping in accordance with Section 23 11 23. 3.03 FIELD QUALITY CONTROL A. See Section 0140 00- Quality Requirements, for additional requirements. B. Notify Owner and ArchitecVEngineer at least two weeks prior to scheduled inspections and tests. C. Notify authorities having jurisdiction and comply with their requirements for scheduling inspections and tests and for observation by their personnel. D. Provide all equipment, tools, and supplies required to accomplish inspection and testing, including load bank and fuel. E. Preliminary inspection and testing to include, at a minimum: 1. Inspect each system component for damage and defects. 2. Verify tightness of mechanical and electrical connections are according to manufacturer's recommended torque settings. 3. Check for proper oil and coolant levels. F. Prepare and start system in accordance with manufacturer's instructions. G. Perform acceptance test in accordance with NFPA 110. H. Inspection and testing to include, at a minimum: 1. Verify compliance with starting and load acceptance requirements. 2. Verify voltage and frequency; make required adjustments as necessary. 3. Verify phase sequence. 4. Verify control system operation, including safety shutdowns. 5. Verify operation of auxiliary equipment and accessories (e.g. battery charger, heaters, etc.). 6. Perform load tests in accordance with NFPA 110 (1.5 hour building load test followed by 2 hour full load test). a. During test, record the following at 20 minute intervals: 1) Kilowatts. 2) Amperes. 3) Voltage. 4) Coolant temperature. 5) Room temperature. 6) Frequency. 7) Oil pressure. b. Test alarm and shutdown circuits by simulating conditions. I. Provide field emissions testing where necessary for certification. J. Correct defective work, adjust for proper operation, and retest until entire system complies with contract documents. PROJECT NO. 18-172-1179 2632 13-12 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved ENGINE GENERATORS 3.04 MANUFACTURER'S FIELD SERVICES A. Provide the services of manufacturer's representative to prepare and start system. 3.05 CLEANING A. Clean exposed surfaces to remove dirt, paint, or other foreign material and restore to match original factory finish. 3.06 CLOSEOUT ACTIVITIES A. See Section 0178 00 -Closeout Submittals, for closeout submittals. B. See Section 0179 00- Demonstration and Training, for additional requirements. C. Demonstration: Demonstrate proper operation of system to Owner, and correct deficiencies or make adjustments as directed. D. Training: Train Owner's personnel on operation, adjustment, and maintenance of system. 1. Use operation and maintenance manual as training reference, supplemented with additional training materials as required. 2. Provide minimum of two hours of training. 3. Instructor: Manufacturer's authorized representative. 4. Location: At project site. 5. Describe loads connected to standby system and restrictions for future load additions. 6. Simulate power outage by interrupting normal source, and demonstrate that system operates to provide standby power. E. After successful acceptance test and just prior to Substantial Completion, replace air, oil, and fuel filters. 3.07 PROTECTION A. Protect installed engine generator system from subsequent construction operations. 3.08 MAINTENANCE A. See Section 0170 00 - Execution Requirements, for additional requirements relating to maintenance service. B. Provide to Owner at no extra cost, a separate maintenance contract for the service and maintenance of engine generator system for one year from date of Substantial Completion; Include a complete description of preventive maintenance, systematic examination, adjustment, inspection, and testing, with a detailed schedule, C. Conduct site visit at least once every three months to perform inspection, testing, and preventive maintenance. Submit report to Owner indicating maintenance performed along with evaluations and recommendations. D. Provide trouble call-back service upon notification by Owner: 1. Provide on-site response within 4 hours of notification. 2. Include allowance for call-back service during normal working hours at no extra cost to Owner. PROJECT NO. 18-172-1179 26 32 13-13 SECTION 26 32 13 Copyright 2018 by KLUBER, INC.;All Rights Reserved ENGINE GENERATORS 3. Owner will pay for call-back service outside of normal working hours on an hourly basis, based on actual time spent at site and not including travel time; include hourly rate and definition of normal working hours in maintenance contract. E. Maintain an on-site log listing the date and time of each inspection and call-back visit, the condition of the system, nature of the trouble, correction performed, and parts replaced. END OF SECTION PROJECT NO. 18-172-1179 2632 13-14 SECTION 26 32 13 Copyright 2018 by KLUBER; INC.;All Rights Reserved ENGINE GENERATORS SECTION 26 36 00 TRANSFER SWITCHES PART 1 GENERAL 1.01 SECTION INCLUDES A. Transfer switches for low-voltage (600 V and less)applications and associated accessories: 1. Automatic transfer switch in free-standing NEMA 3R enclosure. 2. Remote annunciators. 1.02 RELATED REQUIREMENTS A. Section 03 30 00- Cast-in-Place Concrete: Concrete equipment pads. B. Section 26 32 13- Engine Generators: For interface with transfer switches. 1. Includes related demonstration and training requirements. C. Section 26 32 13- Engine Generators: Testing requirements. 1.03 REFERENCE STANDARDS A. NECA 1 - Standard for Good Workmanship in Electrical Construction; 2010. B. NEMA 250- Enclosures for Electrical Equipment(1000 Volts Maximum); 2014, C. NEMA ICS 10 Part 1 - Industrial Control and Systems Part 1: Electromechanical AC Transfer Switch Equipment; 2005. D. NETA ATS -Acceptance Testing Specifications for Electrical Power Equipment and Systems; 2013. E. NFPA 70- National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. F. UL 1008- Transfer Switch Equipment; Current Edition, Including All Revisions. 1.04 SUBMITTALS A. See Section 0130 00 -Administrative Requirements, for submittal procedures. B. Product Data: Provide catalog sheets showing voltage, switch size, ratings and size of switching and overcurrent protective devices, operating logic, short circuit ratings, dimensions, and enclosure details. C. Manufacturer's Instructions: Indicate application conditions and limitations of use stipulated by product testing agency. Include instructions for storage, handling, protection, examination, preparation, and installation of product. D. Operation Data: Instructions for operating equipment under emergency conditions when engine generator is running. E. Maintenance Data: Routine preventative maintenance and lubrication schedule. List special tools, maintenance materials, and replacement parts. PROJECT NO. 18-172-1179 26 36 00-1 SECTION 26 36 00 Copyright 2018 by KLUBER, INC.;All Rights Reserved TRANSFER SWITCHES 1.05 QUALITY ASSURANCE A. Comply with the following: 1. NFPA 70 (National Electrical Code). B. Products: Listed, classified, and labeled by Underwriters Laboratories Inc. (UL) or testing firm acceptable to authorities having jurisdiction as suitable for the purpose indicated. C. Conform to requirements of NFPA 70. D. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience and with service facilities within 100 miles of Project. E. Supplier Qualifications: Authorized distributor of specified manufacturer with minimum three years documented experience. F. Products: Listed and classified by Underwriters Laboratories Inc. as suitable for the purpose specified and indicated. 1. UL Compliance: Comply with applicable requirements of UL 1008, "Automatic Transfer Switches". PART 2 PRODUCTS 2.01 MANUFACTURERS A. ASCO Power Technologies, LP: www.asco.com. B. Eaton Corporation; Cutler-Hammer Products: www.eaton.com. C. Cummins. D. Substitutions: See Section 0160 00- Product Requirements. 2.02 TRANSFER SWITCHES A. Provide complete power transfer system consisting of all required equipment, conduit, boxes, wiring, supports, accessories, system programming, etc. as necessary for a complete operating system that provides the functional intent indicated. B. Construction Type: Only"contactor type" (open contact) transfer switches are acceptable. Do not use "breaker type" (enclosed contact)transfer switches. C. Comply with NEMA ICS 10 Part 1, and list and label as complying with UL 1008 for the classification of the intended application (e.g. emergency, optional standby). D. Do not use double throw safety switches or other equipment not specifically designed for power transfer applications and listed as transfer switch equipment. E. Load Classification: Classified for total system load (any combination of motor, electric discharge lamp, resistive, and tungsten lamp loads with tungsten lamp loads not exceeding 30 percent of the continuous current rating) unless otherwise indicated or required. F. Switching Methods: PROJECT NO. 18-172-1179 26 36 00-2 SECTION 26 36 00 Copyright 2018 by KLUBER, INC.;All Rights Reserved TRANSFER SWITCHES 1. Open Transition: a. Provide break-before-make transfer without a neutral position that is not connected to either source, and with interlocks to prevent simultaneous connection of the load to both sources. 2. Obtain control power for transfer operation from line side of source to which the load is to be transferred. G. Service Conditions: Provide transfer switches suitable for continuous operation at indicated ratings under the service conditions at the installed location. H. Enclosures: Free-standing weather proof housing. 1. Environment Type per NEMA 250: As indicated on the drawings. a. Outdoor Locations: Type 3R or Type 4. 2. Provide lockable door(s)for outdoor locations. 3. Finish: Manufacturer's standard unless otherwise indicated. I. Short Circuit Current Rating: 1. Withstand and Closing Rating: Provide transfer switches, when protected by the supply side overcurrent protective devices to be installed, with listed withstand and closing rating not less than the available fault current at the installed location as indicated on the drawings. J. Automatic Transfer Switches: 1. Description: Transfer switches with automatically initiated transfer between sources; electrically operated and mechanically held. 2. Control Functions: a. Automatic mode. b. Test Mode: Simulates failure of primary/normal source. c. Voltage and Frequency Sensing: 1) Undervoltage sensing for each phase of primary/normal source; adjustable dropout/pickup settings. 2) Undervoltage sensing for alternatelemerge ncy source; adjustable dropout/pickup settings. 3) Underfrequency sensing for alternate/emergency source; adjustable dropout/pickup settings. d. Outputs: 1) Contacts for engine start/shutdown (except where direct generator communication interface is provided). 2) Auxiliary contacts; one set(s)for each switch position. e. Adjustable Time Delays: 1) Engine generator start time delay; delays engine start signal to override momentary primary/normal source failures. 2) Transfer to alternate/emergency source time delay. 3) Retransfer to primary/normal source time delay. 4) Engine generator cooldown time delay; delays engine shutdown following retransfer to primary/normal source to permit generator to run unloaded for cooldown period. f. In-Phase Monitor (Open Transition Transfer Switches): Monitors phase angle difference between sources for initiating in-phase transfer. PROJECT NO. 18-172-1179 26 3600-3 SECTION 26 36 00 Copyright 2018 by KLUBER, INC.;All Rights Reserved TRANSFER SWITCHES g. Engine Exerciser: Provides programmable scheduled exercising of engine generator selectable with or without transfer to load; provides memory retention during power outage. 3. Status Indications: a. Connected to alternate/emergency source. b. Connected to primary/normal source. c. Alternate/emergency source available. 4. Automatic Sequence of Operations: a. Upon failure of primary/normal source for a programmable time period (engine generator start time delay), initiate starting of engine generator where applicable, b. When alternate/emergency source is available, transfer load to alternate/emergency source after programmable time delay. c. When primary/normal source has been restored, retransfer to primary/normal source after a programmable time delay. Bypass time delay if alternate/emergency source fails and primary/normal source is available. d. Where applicable, initiate shutdown of engine generator after programmable engine cooldown time delay. K. Remote Annunciators: 1. Remote Annunciator Mounting: Wall-mounted; Provide flush-mounted annunciator for finished areas and surface-mounted annunciator for non-finished areas unless otherwise indicated. 2. Transfer Switch Status Indications: a. Connected to alternate/emergency source. b. Connected to primary/normal source. c. Alternate/emergency source available. 2.03 COMPONENTS A. Indicating Lights: Mount in cover of enclosure to indicate NORMAL SOURCE AVAILABLE, ALTERNATE SOURCE AVAILABLE, and SWITCH POSITION. 1. Green lamp to indicate switch in normal position and normal power is supplying loads. 2. Red lamp to indicate switch in emergency position and emergency power is supplying loads. B. Test Switch: Mount in cover of enclosure to simulate failure of normal source. C. Two position selector switch with white light. Permits two modes of switch operation-- TRANSFER TO NORMAL, TRANSFER TO GENERATOR. D. Disconnect plug on wiring harness to disconnect switch control logic. E. Main shaft auxiliary contact rated ten (10) ampere at 240V(one closed on normal and one closed on emergency). F. Transfer Switch Auxiliary Contacts: 1 normally open; 1 normally closed. G. Enclosure: ICS 10, Type 1, finished with manufacturer's standard gray enamel. 2.04 AUTOMATIC SEQUENCE OF OPERATION A. Initiate Time Delay to Start Alternate Source Engine Generator: Upon initiation by normal source monitor. PROJECT NO. 18-172-1179 263600-4 SECTION 26 36 00 Copyright 2018 by KLUBER, INC.;All Rights Reserved TRANSFER SWITCHES B. Time Delay To Start Alternate Source Engine Generator: 0 to 10 seconds, adjustable. C. Initiate Transfer Load to Alternate Source: Upon initiation by normal source monitor and permission by alternate source monitor. D. Time Delay Before Transfer to Alternate Power Source: 0 to 60 seconds, adjustable. E. Initiate Retransfer Load to Normal Source: Upon permission by normal source monitor. F. Time Delay Before Transfer to Normal Power: 0 to 30 minutes, adjustable; bypass time delay in event of alternate source failure. G. Time Delay Before Engine Shut Down: 0 to 30 minutes, adjustable, of unloaded operation. H. Engine Exerciser: Start engine every 7 days; run for 30 minutes before shutting down. Bypass exerciser control if normal source fails during exercising period. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field measurements are as shown on the drawings. B. Verify that the ratings and configurations of transfer switches are consistent with the indicated requirements. C. Verify that rough-ins for field connections are in the proper locations. D. Verify that mounting surfaces are ready to receive transfer switches. E. Verify that conditions are satisfactory for installation prior to starting work. 3.02 INSTALLATION A. Perform work in a neat and workmanlike manner in accordance with NECA 1, B. Install transfer switches in accordance with manufacturer's instructions. C. Arrange equipment to provide minimum clearances and required maintenance access. D. Provide required support and attachment in accordance with Section 26 05 29. E. Install transfer switches plumb and level. F. Mount pad-mounted transfer switch on properly sized concrete pad. 3.03 FIELD QUALITY CONTROL A. See Section 0140 00-Quality Requirements, for additional requirements. B. Prepare and start system in accordance with manufacturer's instructions. C. Automatic Transfer Switches: 1. Inspect and test in accordance with NETA ATS, except Section 4. 2. Perform inspections and tests listed in NETA ATS, Section 7.22.3. The control wiring insulation-resistance tests listed as optional are not required. PROJECT NO. 18-172-1179 26 36 00-5 SECTION 26 36 00 Copyright 2018 by KLUBER,INC.;All Rights Reserved TRANSFER SWITCHES D. Correct defective work, adjust for proper operation, and retest until entire system complies with contract documents. E. Provide the services of the manufacturer's technical representative to check out transfer switch connections and operation and place in service. F. Perform field inspection and testing in accordance with Section 0140 00. G. Inspect and test in accordance with NETA STD ATS, except Section 4. H. Perform inspections and tests listed in NETA STD ATS, Section 7.22.3. 3.04 MANUFACTURER'S FIELD SERVICES A. Provide the services of the manufacturer's technical representative to check out transfer switch connections and operations and place in service. 3.05 CLOSEOUT ACTIVITIES A. Coordinate with related generator demonstration and training as specified in Section 26 3213. B. Demonstrate operation of transfer switch in normal, and emergency modes. 3.06 MAINTENANCE A. See Section 0170 00- Execution Requirements, for additional requirements relating to maintenance service. B. Provide service and maintenance of transfer switches for one year from Date of Substantial Completion. END OF SECTION PROJECT NO. 18-172-1179 263600-6 SECTION 26 36 00 Copyright 2018 by KLUBER,INC.;All Rights Reserved TRANSFER SWITCHES SECTION 3122 00 GRADING PART 1 GENERAL 1.01 SECTION INCLUDES A. Removal and storage of topsoil. B. Rough grading and recontouring the site for positive water drainage. C. Topsoil and finish grading for planting. 1.02 RELATED REQUIREMENTS A. Section 3123 16.13-Trenching: Trenching and backfilling for utilities. B. Section 32 92 19 - Seeding: Finish ground cover and additional topsoil requirements. PART 2 PRODUCTS 2.01 MATERIALS A. Topsoil: Topsoil excavated on-site or as specified in Section 32 92 19. 1. Graded. 2. Free of roots, rocks larger than 1/2 inch, subsoil, debris, large weeds and foreign matter. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that survey bench mark and intended elevations for the Work are as indicated. B. Verify the absence of standing or ponding water. C. Verify limits of work areas. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. B. Stake and flag locations of known utilities. 1. Contact Joint Utility Locating Information for Excavators (JULIE 800-892-0123) before start of excavating work to ensure that existing utilities on the property are located and properly protected. C. Locate, identify, and protect from damage above-and below-grade utilities to remain. D. Provide temporary means and methods to remove all standing or ponding water from areas prior to grading. E. Protect site features to remain, including but not limited to bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs, from damage by grading equipment and vehicular traffic. F. Protect plants, lawns, rock outcroppings, and other features to remain as a portion of final landscaping. PROJECT NO. 18-172-1179 31 22 00-1 SECTION 3122 00 Copyright 2018 by KLUBER, INC.;All Rights Reserved GRADING 3.03 ROUGH GRADING A. Remove topsoil from areas to be further excavated, re-landscaped, or re-graded, without mixing with foreign materials. B. Do not remove topsoil when wet. C. Remove subsoil from areas to be further excavated, re-landscaped, or re-graded. D. Do not remove wet subsoil, unless it is subsequently processed to obtain optimum moisture content. E. When excavating through roots, perform work by hand and cut roots with sharp axe. F. Stability: Replace damaged or displaced subsoil to same requirements as for specified fill. G. Remove and replace soils deemed'unsuitable by classification and which are excessively moist due to lack surface water control. 3.04 SOIL REMOVAL and STOCKPILING A. Stockpile topsoil to be re-used on site; remove remainder from site. B. Remove excavated subsoil from site. C. Stockpiles: Use areas designated on site; pile depth not to exceed 2 feet; protect from erosion. 3.05 FINISH GRADING A. Before Finish Grading: 1. Verify building and trench backfilling have been inspected. 2. Verify subgrade has been contoured and compacted. B. Remove debris, roots, branches, stones, in excess of 1/2 inch in size. Remove soil contaminated with petroleum products. C. In areas where vehicles or equipment have compacted soil, scarify surface to depth of 3 inches. D. Place topsoil in areas where sodding are indicated, E. Place topsoil where required to level finish grade. F. Place topsoil to the following compacted thicknesses: 1. Areas to be Sodded: 4 inches. G. Place topsoil during dry weather. H. Remove roots, weeds, rocks, and foreign material while spreading. I. Near plants spread topsoil manually to prevent damage. J. Fine grade topsoil to eliminate uneven areas and low spots. Maintain profiles and contour of subgrade. K. Lightly compact placed topsoil. PROJECT NO. 18-172-1179 31 2200-2 SECTION 3122 00 Copyright 2018 by KLUBER, INC.;All Rights Reserved GRADING L. Maintain stability of topsoil during inclement weather. Replace topsoil in areas where surface water has eroded thickness below specifications. 3.06 REPAIR AND RESTORATION A. Existing Facilities, Utilities, and Site Features to Remain: If damaged due to this work, repair or replace to original condition. B. Other Existing Vegetation to Remain: If damaged due to this work, replace with vegetation of equivalent species and size. 3.07 CLEANING A. Remove unused stockpiled topsoil and subsoil. Grade stockpile area to prevent standing water. B. Leave site clean and raked, ready to receive landscaping. END OF SECTION PROJECT NO. 18-172-1179 312200-3 SECTION 3122 00 Copyright 2018 by KLUBER, INC.;All Rights Reserved GRADING SECTION 3123 16.13 TRENCHING PART 1 GENERAL 1.01 SECTION INCLUDES A. Trenching, backfilling and compacting for utilities outside the building to utility main connections. 1.02 RELATED REQUIREMENTS A. Section 3122 00- Grading: Site grading. 1.03 DEFINITIONS A. Finish Grade Elevations: To match existing conditions. B. Subgrade Elevations: 6 inches below finish grade elevations. 1.04 REFERENCES A. AASHTO T 180 - Standard Specification for Moisture-Density Relations of Soils Using a 4.54 kg (10-Ib) Rammer and a 457 mm (18 in.) Drop; 2010. B. ASTM D698- Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-Ibf/ft3 (600 kN-m/m3)); 2012. C. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort(56,000 ft-Ibf/ft3 (2,700 kN m/m3)); 2012. D. ASTM D2487 - Standard Practice for Classification of Soils for Engineering Purposes(Unified Soil Classification System); 2011. E. SSRBC- Standard Specifications for Road and Bridge Construction, adopted by the Illinois Department of Transportation on January 1, 2002, including applicable current Supplemental Specifications and Special Provisions. 1.05 SUBMITTALS A. See Section 0130 00 -Administrative Requirements, for submittal procedures. B. Compaction Density Test Reports. 1.06 DELIVERY, STORAGE,AND HANDLING A. When necessary, store materials on site in advance of need. B. Easements for existing utilities, both public and private, and utilities within public rights-of-way are shown on the drawings according to available records. If existing utility lines are encountered which conflict in location with new construction, notify Architect/Engineer. 1.07 SEQUENCING AND SCHEDULING A. Schedule, sequence and coordinate the work of this section, and prior and subsequent portions of the work, in accordance with the requirements of Section 0140 00 - Quality Requirements, PROJECT NO. 18-172-1179 31 23 16.13-1 SECTION 3123 16.13 Copyright 2018 by KLUBER, INC.;All Rights Reserved TRENCHING PART 2 PRODUCTS 2.01 FILL MATERIALS A. General Fill: Subsoil excavated on-site. 1. Graded. 2. Free of lumps larger than 3 inches, rocks larger than 2 inches, and debris, waste, frozen materials, vegetable and other deleterious matter. B. Structural Fill: Subsoil excavated on-site. C. Granular Fill -Gravel - Fill Type CA-7: Pit run washed stone; free of shale, clay, friable material and debris. 1. Graded in accordance with ASTM D2487 Group Symbol GW. D. Granular Fill: Conforming to SSRBC Article 1004.04; CA-7 or CA-11, except crushed concrete or blast furnace slag is not permitted. E. Fine Granular Fill: Conforming to SSRBC Article 1003.04. F. Sand: Natural river or bank sand; washed; free of silt, clay, loam, friable or soluble materials, and organic matter. 1. Grade in accordance with ASTM D2487 Group Symbol SW. G. Topsoil: See Section 3122 00. 2.02 SOURCE QUALITY CONTROL A. See Section 0140 00 -Quality Requirements, for general requirements for testing and analysis of soil material. B. If tests indicate materials do not meet specified requirements, change material and retest. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that survey bench marks and intended elevations for the work are as indicated. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum locations. B. See Section 3122 00 for additional requirements. C. Grade top perimeter of trenching area to prevent surface water from draining into trench. Provide temporary means and methods, as required,to maintain surface water diversion until no longer needed, or as directed by the Architect/Engineer. 3.03 TRENCHING A. Notify Architect/Engineer of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work. B. Slope banks of excavations deeper than 4 feet to angle of repose or less until shored. PROJECT NO. 18-172-1179 3123 16.13-2 SECTION 31 23 16.13 Copyright 2018 by KLUBER, INC.;All Rights Reserved TRENCHING C. Do not interfere with 45 degree bearing splay of foundations. D. Cut trenches wide enough to allow inspection of installed utilities. E. Hand trim excavations. Remove loose matter. F. Remove large stones and other hard matter that could damage piping or impede consistent backfilling or compaction. G. Remove excavated material that is unsuitable for re-use from site. H. Remove excess excavated material from site. I. Provide temporary means and methods, as required, to remove all water from trenching until directed by the Architect/Engineer. Remove and replace soils deemed unsuitable by classification and which are excessively moist due to lack of dewatering or surface water control. J. Determine the prevailing groundwater level prior to trenching. If the proposed trench extends less than 1 foot into the prevailing groundwater, control groundwater intrusion with perimeter drains routed to sump pumps, or as directed by the Arch itect/Engineer. K. Pump out accumulated water in excavated trenches. L. Obtain, erect, maintain and remove signs, covers, barricades, flagmen and other control devices necessary for the purpose of diverting, regulating, warning or guiding pedestrian and vehicular traffic at open excavations. 1. Placement and Maintenance of Traffic Control Devices: In accordance with applicable parts of SSRBC Article 107.14. 3.04 PREPARATION FOR UTILITY PLACEMENT A. Cut out soft areas of subgrade not capable of compaction in place. Backfill with general fill. B. Compact subgrade to density equal to or greater than requirements for subsequent fill material. C. Until ready to backfill, maintain excavations and prevent loose soil from falling into excavation. 3.05 BACKFILLING A. Backfill to contours and elevations indicated using unfrozen materials. B. Employ a placement method that does not disturb or damage other work. C. Systematically fill to allow maximum time for natural settlement. Do not fill over porous, wet, frozen or spongy subgrade surfaces. D. Maintain optimum moisture content of fill materials to attain required compaction density. E. Granular Fill: Place and compact materials in equal continuous layers not exceeding 6 inches compacted depth. F. Soil Fill: Place and compact material in equal continuous layers not exceeding 8 inches compacted depth. PROJECT NO. 18-172-1179 3123 16.13-3 SECTION 3123 16.13 Copyright 2018 by KLUBER, INC.;All Rights Reserved TRENCHING G. Slope grade away from building minimum 2 inches in 10 ft, unless noted otherwise. Make gradual grade changes. Blend slope into level areas. H. Correct areas that are over-excavated. 1. Thrust bearing surfaces: Fill with concrete. 2. Other areas: Use general fill, flush to required elevation, compacted to minimum 97 percent of maximum dry density. I. Compaction Density Unless Otherwise Specified or Indicated: 1. Under paving, slabs-on-grade, and similar construction: 98 percent of maximum dry density. 2. At other locations: 95 percent of maximum dry density. J. Reshape and re-compact fills subjected to vehicular traffic. 3.06 BEDDING AND FILL AT SPECIFIC LOCATIONS A. Use general fill unless otherwise specified or indicated. B. Utility Piping and Conduits : 1. Bedding: Use fine granular fill. 2. Cover with general fill for lawn or planted areas. 3. Cover with granular fill for paved areas. 4. Fill up to subgrade elevation. 5. Compact in maximum 8 inch lifts to 95 percent of maximum dry density under lawn or planted areas. 6. Compact in maximum 6 inch lifts to 98 percent of maximum dry density under paved areas. 3.07 TOLERANCES A. Top Surface of General Backfilling: Plus or minus 1 inch from required elevations. B. Top Surface of Backfilling Under Paved Areas: Plus or minus 1 inch from required elevations. 3.08 FIELD QUALITY CONTROL A. See Section 0140 00-Quality Requirements, for general requirements for field inspection and testing. B. Evaluate results in relation to compaction curve determined by testing uncompacted material in accordance with ASTM D698 ("standard Proctor"), ASTM D1557 ("modified Proctor"), or AASHTO T 180. C. If tests indicate work does not meet specified requirements, See Section 0140 00 for procedures. 3.09 CLEANING A. Leave unused materials in a neat, compact stockpile. B. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade stockpile area to prevent standing surface water. C. Leave borrow areas in a clean and neat condition. Grade to prevent standing surface water. END OF SECTION PROJECT NO. 18-172-1179 3123 16.13-4 SECTION 31 23 16.13 Copyright 2018 by KLUBER, INC.;All Rights Reserved TRENCHING SECTION 32 3129 WOOD FENCES AND GATES PART 1 GENERAL 1.01 SECTION INCLUDES A. Fence framework, boards and accessories. B. Excavation for post bases, concrete foundations for posts and center drop for swing gates. C. Manual swing gates and related hardware. 1.02 REFERENCES A. ASTM A 153 -Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. B. ASTM F 567 - Standard Practice for Installation of Chain-Link Fence; 2000. C. ASTM F 1083- Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence Structures, 2004. D. AWPA C1 -All Timber Products-- Preservative Treatment by Pressure Process; American Wood Preservers'Association; 2003. E. AWPA U1 - Use Category System: User Specification for Treated Wood; American Wood Preservers'Association; 2005. F. PS 20-American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2005. G. SPIB (GR) -Grading Rules; Southern Pine Inspection Bureau, Inc.; 2002. 1.03 SYSTEM DESCRIPTION A. 6 Foot high - shadowbox design consisting of wood face boards, wood rails and metal posts set in concrete foundations. Gates consist of metal frames with wood face boards. 1.04 SUBMITTALS A. See Section 0130 00 -Administrative Requirements, for submittal procedures. B. Product Data: Provide data on lumber materials, metal posts, accessories, fittings and hardware. C. Shop Drawings; Indicate plan layout, typical panel elevation, gate configuration and construction, spacing of components, post foundation dimensions, hardware anchorage, and schedule of components. D. Manufacturer's Instructions: Indicate installation instructions. 1.05 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing the work of this section with minimum ten years of documented experience. PROJECT NO. 18-172-1179 323129-1 SECTION 32 3129 Copyright 2018 by KLUBER, INC.;All Rights Reserved WOOD FENCES AND GATES 1.06 PRE-INSTALLATION MEETING A. Convene one week before starting work of this section. 1.07 WARRANTY A. See Section 0178 00-Closeout Submittals, for additional warranty requirements. B. Correct defective Work within a two year period after Date of Substantial Completion. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Fencing and Swing Gates: 1. Master-Halco, Inc.: www.fenceonline.com. B. Substitutions: See Section 0160 00- Product Requirements. 2.02 MATERIALS A. Posts and Gate Frames: ASTM F 1083 Schedule 40 hot-dipped galvanized steel pipe, polyester coated-black, welded construction, minimum yield strength of 25 ksi. B. Rails and Face Boards: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions and specific applications. 1. Species: Western Red Cedar. 2. Grade: A & Better, Select Clear. 3. Surfacing: S4S. 4. Size: 1 x 6, 5. Clear spacing: 3 inch openings between boards. 6. Moisture Content: S-dry or MC19. C. Concrete: Type specified in Section 03 30 00. 2.03 COMPONENTS A. Line Posts: 2.375 inch diameter. 1. Acceptable Substitute: PostMaster 11 ga. galvanized steel and polyester coated posts as manufactured by Master Halco, Inc.: www.fenceonline.com. B. Corner and Terminal Posts: 2.875 inch diameter. C. Gate Posts: 2.875 inch diameter. D. Gate Frames: 1.90 diameter for welded fabrication. E. Rails: 2 x 6 inch (nom.). F. Face Boards: 1 x 6 inch (nom.). G. Rail Mounting Brackets: 12 gauge, hot-dipped galvanized steel and polyester coated. H. Fasteners: Hot-dipped galvanized steel screws, sized to suit application. PROJECT NO. 18-172-1179 32 31 29-2 SECTION 32 3129 Copyright 2018 by KLUBER, INC.,All Rights Reserved WOOD FENCES AND GATES 2.04 ACCESSORIES A. Post Caps: Cast steel, galvanized and polyester coated; sized to post diameter, set screw retainer. B. Hardware for Double Swinging Gates: 180 degree hinges, 3 per gate leaf; drop bolt on inactive leaf engaging socket stop set in concrete, active leaf latched to inactive leaf preventing raising of drop bolt, padlock hasp; keepers to hold gate in fully open position. 2.05 FINISHES A. Hardware: Hot-dip galvanized and powder coated to weight required by ASTM A 153, B. Other Accessories: Same finish as metal components. C. Stain: Opaque stain finish on all 6 sides of fencing boards. Color to be selected by architect from manufacturers full color line. Apply stain in field after erection of fence boards. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that areas to receive fencing are completed to final grades and elevations. B. Ensure that property lines and legal boundaries of work are clearly established. 3.02 PREPARATION A. Lay out the fencing for approval by Owner's representative prior to commencing the Work of this Section. B. Coordinate fence location, fence dimensions, gate location and gate dimensions with generator manufacturer, to maintain required clearances around generator and access to generator. 3.03 INSTALLATION A. Install fencing and gates in accordance with manufacturers' instructions. B. Install posts and gate frames in accordance with ASTM F 567. C. Space posts uniformly at 8'-0" on center. D. Set posts plumb, in concrete footings with top of footings flush with surrounding grade surface. Slope top of concrete for water runoff. E. Install fence rails on posts using mounting brackets, F. Stain wood fencing boards on all sides. Install face boards on rails. Position bottoms of face boards 2 inches above grade. G. Provide concrete center drop to footing depth and drop rod retainers at center of double gate opening, 3.04 ERECTION TOLERANCES A. Maximum Variation From Plumb: 1/4 inch. PROJECT NO. 18-172-1179 323129-3 SECTION 32 3129 Copyright 2018 by KLUBER, INC.;All Rights Reserved WOOD FENCES AND GATES B. Maximum Variation From True Position: 1 inch. 3.05 ADJUSTING A. Adjust gate leafs for smooth operation. 3.06 RE PAIR/RESTORATION A. Repair areas disturbed by the Work of this Section to their original condition. END OF SECTION PROJECT NO. 18-172-1179 32 3129-4 SECTION 32 3129 Copyright 2018 by KLUBER,INC.;All Rights Reserved WOOD FENCES AND GATES SECTION 32 9219 SEEDING PART1 GENERAL 1.01 SECTION INCLUDES A. Preparation of subsoil. B. Placing topsoil. C. Seeding, mulching and fertilizer. D. Maintenance. 1.02 RELATED REQUIREMENTS A. Section 3122 00-Grading: Topsoil material. B. Section 31 22 00-Grading: Preparation of subsoil and placement of topsoil in preparation for the work of this section. 1.03 DEFINITIONS A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. 1.04 SUBMITTALS A. See Section 0130 00 -Administrative Requirements,for submittal procedures. B. Maintenance Data: Include maintenance instructions, cutting method and maximum grass height; types, application frequency, and recommended coverage of fertilizer . 1.05 REGULATORY REQUIREMENTS A. Comply with regulatory agencies for fertilizer and herbicide composition. PART 2 PRODUCTS 2.01 SEED MIXTURE A. Seed Mixture: 1. Kentucky Blue Grass: 80 percent. 2. Perennial Rye: 20 percent. 2.02 SOIL MATERIALS A. Topsoil: Fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site; free of subsoil, clay or impurities, plants, weeds and roots; pH value of minimum 5.4 and maximum 7.0. PROJECT NO. 18-172-1179 3292 19-1 SECTION 32 92 19 Copyright 2018 by KLUBER, INC.;All Rights Reserved SEEDING 2.03 ACCESSORIES A. Fertilizer: 18-24-6 analysis starter fertilizer; recommended for grass, with fifty percent of the elements derived from organic sources. B. Water: Clean, fresh and free of substances or matter that could inhibit vigorous growth of grass. C. Erosion Fabric: Jute matting, open weave. Installed at all areas of affected work after seeding. D. Herbicide: Super Trimec as manufactured by PBI?Grodon Corporation.. E. Stakes: Softwood lumber, chisel pointed. F. String: Inorganic fiber. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that prepared soil base is ready to receive the work of this Section. 3.02 PREPARATION A. Prepare subgrade in accordance with Section 3122 00. B. Place topsoil in accordance with Section 3122 00. 3.03 FERTILIZING A. Apply fertilizer in accordance with manufacturer's instructions. B. Apply after smooth raking of topsoil and prior to roller compaction. C. Do not apply fertilizer at same time or with same machine as will be used to apply seed. D. Mix thoroughly into upper 2 inches of topsoil. E. Lightly water to aid the dissipation of fertilizer. 3.04 SEEDING A. Apply seed at a rate of 5.5 lbs per 1000 sq ft evenly in two intersecting directions. Rake in lightly. B. Do not seed areas in excess of that which can be mulched on same day. C. Do not sow immediately following rain, when ground is too dry, or during windy periods. D. Immediately following seeding and compacting, install erosion fabric at all areas of affected work. Maintain clear of shrubs and trees. E. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4 inches of soil. F. Following germination, immediately re-seed areas without germinated seeds that are larger than 4 by 4 inches. PROJECT NO. 18-172-1179 3292 19-2 SECTION 32 92 19 Copyright 2018 by KLUBER, INC.:All Rights Reserved SEEDING 3.05 PROTECTION A. Identify seeded areas with stakes and string around area periphery. Set string height to 24 inches. Space stakes at 120 inches. B. Cover seeded slopes where grade is 1 inches per foot or greater with erosion fabric. Roll fabric onto slopes without stretching or pulling. C. Lay fabric smoothly on surface, bury top end of each section in 6 inch deep excavated topsoil trench. Provide 12 inch overlap of adjacent rolls. Backfill trench and rake smooth, level with adjacent soil. D. Secure outside edges and overlaps at 36 inch intervals with stakes. E. Lightly dress slopes with topsoil to ensure close contact between fabric and soil. F. At sides of ditches, lay fabric laps in direction of water flow. Lap ends and edges minimum 6 inches. 3.06 MAINTENANCE A. Provide maintenance at no extra cost to Owner; Owner will pay for water. B. See Section 0170 00 - Execution Requirements, for additional requirements relating to maintenance service. C. Maintain seeded areas immediately after placement until grass is well established and exhibits a vigorous growing condition. D. Water to prevent grass and soil from drying out. E. Roll surface to remove minor depressions or irregularities. F. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. Remedy damage resulting from improper use of herbicides. G. Immediately reseed areas that show bare spots. H. Protect seeded areas with warning signs during maintenance period. END OF SECTION PROJECT NO. 18-172-1179 32 92 19-3 SECTION 32 92 19 Copyright 2018 by KLUBER, INC.;All Rights Reserved SEEDING ATTACHMENT C VILLAGE OF OAK BROOK BATH & TENNIS ELECTRICAL SYSTEM UPGRADE AND GENERATOR INSTALLATION ATTACHMENT C LIST OF DRAWINGS SHEET NOS. SHEET TITLES G100 Cover Sheet, General Notes, Symbols, & Drawing Index E100 Electrical Symbols List and Panel Schedules E200 Electrical Demolition Floor Plan E300 Electrical and Mechanical Remodel Floor Plan E500 Electrical Schedules and Details -1- GENERAL NOTES ypp INDEX OF DRAWINGS A q Llu.. ctm NAm sIEET.calm&NOIR swear. All G 201 [ROOM l MANE SH x CENTUR TO NM 1R ROUNEYFNIS ST FCH, ORAIHIXG NOIX BY RU AIS DERAL AD SNAG CENTURY ro HE OTHER IPRECAME NTNDPA. 51097,AND FEDERAL RAMS AN ISURN DING THE 41WI015 ACaSSBIUtt CODE same (1997)ANTI 111E AMERICANS MM dSABAl1E5 ACT. � EIOD ELECTRICAL SYMNLS NIST NID PANEL STIIEDIIs CA A alNEn&HORS B:MNDL —Am OEIUURON NOTES 41 CON EE cNCA_A DMSO_RDAOa1.ROOK 1. w CN,AmNS ARE RaAMD ro NMT 111E SIE ANOR mMWEFDaARE PLAN WHAM Q [SOD EILCRRIL SOIEDLRB AID OEIAWS RGMOPD[R51MG CNDIMMS IID n[R E,SFCi N 117 PROPOSED IINk I. NDINNATE PEEMAIaIM AND/.SIRES POMPEII N RA15,FLORAS, �W SAD REQUIRING CEILINGS OR ROOPS FOR MECHAWCA_� r"BY OP Oa ='A;9—'g � aM . dG UAUM.MEC AWCAL DECTNGAND N MOND DRA!ELECTRICAL RUNK WINGS p S Nom 1R OWIEII5 Am1ag.NTAIIK A MAIN")T NDIIAtS RIGH ro 1R z S&MAH a APPWOMD MARRN.S PENETRAlaxs T DITCTMOMC LORI LANA 1 � /JT, 0 VILLAGE OF Aro FIVES THROUGH NR-RACED ARU'ADE FO ro YANTAN RE MiMG 1` - J sl ©AIS I3R(��K'�* q .—GR- AND Pl ROUGH ASKTNES PRONG ERRE DAMPER$N E RATIN N '1 ME NAMMGS ] RURCi AND UID M SF11a ILTK IIREYRmDII10 U1IUIIES,PFR N GAMINS. .. �` I/V" a^ 8 XIERRP MMG1fD N iNE gaMMM N NOT.UIIB9 9ECRIC""""TN ro L SEN mH AGaKI X'NA RNEMA1bN5"d1L1RaIX.CONOUT { R NENOYED,RELOCAlF0.N OMNNNECIED NID MAMIDIED. AND NRS INRDINN XN-RAZED ROOKS,Ml-NELRIf ALLSRAAiIDONS, p \I _ � E I ACdISRCA TY MSAAIFD WALLS/PARm110H;MD SOUNII RAZED OE Yeti I E N. C�&1 ANp 511M,YINIRACIOR,SHw COMNNAR 1HOR NUN MM MAi" ASS,N RLIDIS,M BANTAM ANI ANIMTICAL INTEGRITY OF THOSE MNMW Co u It • A i N I ASSRNIES S NO NUM NL R PERR TIED ro R INSTATED WITHOUT RECD/Aq SN E_ A. APPLY APNNRDAR R CMIPATMLE SEALANT!"MATERIALS AS IMM®ro PERER OF ML AND LOMREIE SMNNNS BY THE—CTAAMNIEER SEPARAZ 6. DO NOT SCALE MIMIC DIMENSIONS INDICATED TARE PRECEDENCE 01SLAE ROUSED M OUS11E SRRICAATOI MEET N PIER ORERMS . :M ®7. O KIND wDIMENSIONS AND OR ELEATONS N111EONAWHETSAL 1IDCONDIARE , MMD ANY OF THE RO NGNNCTNG a«aNxSID EANE 6NMH,E PROJECT BATH AND TENNIS CLUB g ROMRiWEDI OIME190N5 N FIEVAIDNS SHUN ND ACTUAL fIE1D aAHOIRONi. WORK.DNR OPANE/ACNIICf/ENGNRR BEFORE PROamID TRM THE r NmRY AEMIECi/mONEFR. MON, qAM fNf m R MESE CNNICIS MAY ER5T BETWEEN ANE Ra11REM11M OF PNTIDIIS OF ME 6. REPNR•PATCH,OR REPLACE FINISH MATERIALS OR NSHE A14ANlE5 ELECTRICAL SYSTEMS CONTRACT WCUMMS THE GREATER WAN1Itt,HIGHER NA,tt Oft HUGE SIRwaNT NAT RAE SMLM CUE OR DNMCM N ANY FASHION DIIMD RIE COURSE q f6A mrp m REMMINT SHw CMKAN.LHERmDNL W EXCITING A CN1RACf Fal N THE WEEN PERFORM PATTING SAN NAT EDGES TREND Nro ,ppm Z co Ga/IRAlCU5 SWAM SWIRLY,MATTING TERROR AND COLOR OF v UPGRADE AND GENERATOR ? CONs1HI1GRGH,AHE CONMACIOR AGREES THAT,F 11 RAISED IU QUESTIONSARF RGMMNO SAN ADDENDUM I S UEDNG THE Mm BROOK PRO IT AS AA41,"" ABN9R M„EAas. INSTALLATION o A FMO N THE H ISSUED RING THE REMENT S PART rt HAS SE WD RD x°N M1OA 0 TO CMPLY ON 1K NOR E1RE9AE RMNEYCNf M PMT N rt5 BASE A TIM ). 0.Fs1dE w DAMAao,DEIFRHw Tm.mNvxOHnMO m AIdwG 4 NOT TRIED ro NY ADOIIIO RE CONTRACTOR ro R6AK 1K INSTAL. roR aMOP Ei NpMMIUA AnaES - �® 800 OAK BROOK ROAD 9. SIDE CONTRACT D7aMCNM AEDIMR THE OUN,ACIOR ro EINWSH ND IMTw K1AR OP OAR ANI. mONNA CONKER PRODIDI$,SYSRY9 ANO MRNaS N EM:f111NG A LNMAC!fOR W COXSIPUC11011.M LNMALRP AIFECs MAT INE DIMWIAGS SET FOAM 117 R RSRIIE ALL DMA9'D,OERRRR,E0.RD oWD ISD OR M69NO nRINA DLVCM STEM HIO,nRRFNE MAY NOT ERPRESAY DEPICT EI'LEMON, RCUAIIdI CAUSD BY OR EXPOSEDEXPOSEDDRINK NNIS"NIRRN OOPER'_ OAK BROOK, I L 60523 Z W GHdmi,PIER.PWT.CaNMENi N URf"A PRNUCI M191 N SRNs. ro fal PRDIECIM1f CWAMtt PNN ro FM&ACIAPTINCE SY THE RE CCNINACTN RMMER ANELS MAT.M PMT T M M.R MMT FINRN AND VWR OP OA(BROOK INSTAL ENflNY LNGM,S ..MCL PARI.NNPDIRM N ENT N A PRO .. ad ID IOM N SINCE MD,CFR ANY UE NI LRE CaERIL PCR.NOT MIRED ro ANY ,, KERNE w TO.HVKD AND/OR ROW ROOM GM AND AS OMATED OWNER THE VILLAGE O F OAK BROOK IDIOM A NNPFN.SYSTEM FOR ANY/OCE BE A SE ITI PEEL PART COMORTHTY DEPICT N NOT LINTED ro NVA4 CABLES PIPID gMIMn AND/SSOaAIED SNV(IS h UST"A PRODUCT.SYSId N SINCE BECAUSE R M NOT EReRESSLY DEPICTED ANO AtfATIMF1115 CAUSED BY TA THE NNSMUCiXN © W DPERNMSPMDaro AC DTANE° "`"" "°" 1200 OAK BROOK ROAD STANDARD ABBREVIATIONS (a '" OAK BROOK, IL 60523 ', A B -AT w PL/A MARCH BMT Flo[aMf -EIo04D CONSTRUCTION PL LAIR -PLASTIC LAMINAR qMv AIN ft PLASTER I) ars TME muD(TTPE, MANSWUN wN FaOUMAnOOR°RNN PPL t A ARCHITECT/ KLUBER ARCHITECTS+ENGINEERS o -AMOK PIN,1 PLUM R -FRE DtnxaASEA -vCCNIR -R_Ca11RACIN Lu AG -ABOK iM191(FAR FEC -FRE EXIMMINEIN CIBRET RYMD -ftYMMA Accts - camR Me _rIENOGHCAMRT PHT -PANT ENGINEER 10 S.SHUMWAY AVE. y MON -ADD, M -TERN PN;Ano -PaYNNM CRDIIR l _AA,-CENT RAS _��ARIANT>WEATED(RATED) a 1)� Wa _RADIUS NMRR CEDE) ® BATAVIA,ILLINOIS 60510 CA AM _A0.1US,wE ME RUN TI -NMNC GHANRL a - TEL 630-406-1213 " 4 -ALUMNA FSO -TOM M -ROTI RISER OWJII oej J KT -ILTEMAR CA -CAME RD -R011al OPEN/IOQ ANN -ANCHOR GKV -GKVAII® R(1) -FORMER FLDMN6(TED) TaNMM FAX 630-406.9472 V W - MS PMA GN DOWN -GNERAL DOMRM1oR N -RNA,HAD TEMWW.kIUbefInC.COm ASMI AAMM SIMLT AR aN -a" COUAIRACiN AAE _ "POWIDU AUTO -AUTOMATIC CrP o1I -CWMY NNL BJMD(pDRwxtIPE) REDID -RaNm BSWNT -BA GAP ft 1 =HIGH IG N PIASRx(iM) S -SOU FOOT MOM W MBnuN -BOARD ®HHD -MD OII1Y M -SHIM AREE REN J MEWD AIMS W BL'G -MAaNC(MOOD) HO M-0) -NAM WOOD(1YPE) 59t -SERNa SN'ON, WEAM .'NN m OR -BENCH YNR( IIGTTq -ST"ANDWAR SC ED SO SNIPE IT SR n -BEM SSEEl RARE ON -ROLLIN NET& SEAL/RMA -�ARDf1NER ® mr J BRItT -NA(MT DONZ -MINI SM -MEET M G, :NaTWG��EAM c/� SEC =M NINE _ BUILDING CODE DATA v I" -BERGEN x -NN SPEC -SPECIFICATION(S) ® SA m& Z C" _NCC.AABINEEMIIClIOI11ACOI1MIC110N.RMT Ma -N UEaEp�TTR 9'I(R -SPEANEN EDI R-1 -CMdf RASTER IMUI -NSAAMII N MSAATMG SIN -SIR IDI5 MRNAINNE BIEdNO CODE Z () FIFE) NW[WW�HIM EONS MNNAIX ATE MECNAMCAL COPE W Ci PAY-(1) -CERIML PAKR 11E fTRE1 Jf -JOMI SN -STAND dO MR HOT L11M}5 STATE RMMM6 RAE F LTC -CMI-N-RALE NIMMRR L -LOM DfiN ST.MCf -STEEL MEIFf TOT+TOT —A REGURG aR TIG -CLEAR L -/DMO ST. -SIa1 �.MMA .1—A—EO B—PROPEYTTY UILDING COR N" Z CRR - AINTENANCE REM LAV -IAMlARO S,RUCT -SIRUCMNAl N SRMnHR GR -CLEAN OUT IAM LAO HAT' SI15P = %QRS MANSE&FLRL GAS CNE Q GRUM =COLUMER YASMIRY UNIT IF UP -�PON, I -READ WsaMMA KINDS A "ANY NOE CURRENT mR ON x CNB -CMBINAIM LWLE MBE -LNMIIMINT TrltO -1aAAlE NNO LFOOLE ®NLIOHF N LOGIL MENMIEDS ro nR ABOK fAOFS If COR _NENR[SSBLE YA -IMNOEDL�O NNNNTN T -,DP O'CUO, Q NNPro -NWACRD R Ma -LOANER LLV -/DNC lEt KRDCAl AY -l0P OF FamDAMM O T® to DOM ONO -CND/RNn NEMNG IW -YATaSa�IPY LPEMNc 1R$n -_R S1_ p CONT -=I.— IT -MET&NRT_ /M -IN N W S} CORM -CaRRAIiI(WHET) YMY -MASONrtY 1B(A) -TAaOlOA1M a CT{�T) -CE ITT j, Nj -YAA 1H iN _ "LY� CSR -COUNTER Ig{II) -YARNRe0IA0.(LENGTH) UNO -1NF55 SEINED m11E11MSE I CTR 9 COUNTER, KN MECH NRA NA NAIL BASE DED SZ ON mem = =,M ®,= SEALS&CERTIFICATES TIAY - CABINET UM I-Tat YN _MINIMUM I R(I) -MENTION RASTER owo IN DMo�NS 1� -NN 4PMaBl9X(SMI/)ORCI IT NO,N MIp1N EECiM ■ OR -DOOR 91) -WED) SE MCC -Mw CaMR 0.TARD 1 RAW PREPARED,N CA 10 CON ER'ON wmWINs IEtlIN11CMgML1Y MAINE, me -NOTI SA SEAL DRS -DET NMA -NDMMIL WD -/FON ® Nn NgAlpl BE PREPARED GREEN MY DIRECT I, DRILY -DOWELS NIS --NOT TO SCAE "M -MNDDN SFmMSOM.M ATTACHED PLANS EA -EACH RD WARREN MCi -WEIGHT AND SETIRG1aNs AND STAR EJ -IWMSARI INT DA -CVD L WP -MATH PN, ® THAT ro THE RST N MY _ D -AEVARN DC -N CENTER NR -NERD NE f/IDOC qs UAWIEDI AND BE EF. AND TD ELIC -EIECRIC/ELECiHICA N -I151E DIAMETER WSB -Mw SRNRE BASIN THE ERRS N MY CONTRACTUAL ELIC LNM EIICRDC&IDIIMACION OF -a11SDE FACE LAATWN THEY IAC N wrN uap�Nm M -ELEVATOR ow -OPENING NAF OBLICAAME III, AIS EDI,IONI. cued ux OPP Al OMIARD -FYENR I OO9 TWD B 117 EMA(fMF11f&eNxDM HLT �e .ma EP.1 -EPOW PANT PS -FORMS PER ROUSER FOOT qw AND RE RUMORSAMSSMUIY •COYER 6NEET. EO -EQUAL PS -POUNDS PER SOLAR MMI COCF. EENG WER - ELECTRIC WA1TpERl R17FRR PPIN INT -PAROTION ExERAL xniq EXHIBITTM MUIH) PPC PIECE RI -PERMANENT RDat NAT RSMN FERN IMflIY fl l A DnAwMNOO MDEW d F1ID�STT RE MATERINS,ABARNAMM[AND NAFIMG SYYBa.S AERTD ARE EACH AN 'C S1MS 'G'SFFEs w Na15TE T LMr USD Br Flet 1K RLAMN"MLZ IECUDAro I� SRLS E� G100 THESE mG06 NOT WPLY NAT w THE SCROLLS OR NATIONALS RIaLTAEED M 1174 a49D5 IAF MNWNAIED Nip MI5 NO.ECf. G ELECTRICAL SYMBOLS LIST ELECTRICAL PANEL SCHEDULES srwsa. nrweDL MALL RODN NALL i100R a�t�1O1' 1 LUMMARRE COMER EDmiMEMr l DEVM r uR rroc sc nmc v 4 4 Yuu.l cam-A—d ry `nr T�tNxu L swrlrmmcr sari �� sAn m.ccran Mp1A6 wA mvAr—T.,LPlweE,.MRE,RroM 0 u—,rn.v.e car` ''mu uwnn--__— ® wAro.�.js,w wseurnarm amr � E.awea,s°n°w rrgn.aaooAc, a:dm..xxn �.m,aanMw,:nn sne E=: _ d d .niso isR a �_. vam¢wr.werExwc m Lwrr canna care l'-Ruwn¢nr smr ranee rwL sEL uVr r cwvAnderrt,rwaA 1. romec annanc so av tweinAa<mASEivrLme oesamma A e C ronu �'_-�-" �a vru[rros.p wur Avwwn.rswra rm _—�._ LaeirTaw e�.tim�n9�srwrnw ro rum aewwem La c c C iwc sr ud Mc mnea eamlle � ®, Iwsru4iTcres —T IO i I•"LL'ro rn r:.e wMa r°,wc swmul—� O A p eanne iur caner o t� wraa e.,°,�vs :r.m,i — Zi i IdNw cd:o u.r.ulLR=-- s-=� rw¢.or we 3f f E I�t >i rrxr oewd ' m u aw.a �Tnv ® - mwm mmL r.ewo cru 2 L w m"r- m wnew ss ra�Dim Aa e°O1�0iwrm rd,.a La.nrac..o F t aLuw.iro'varm,sroL ® 2 ® I -- ® rm raE� `-- can ao Aw>o�rmvd v°Lr,orw,e�eva..owr AceE.swer.E,ranAl ea.mrr°w cera zceooAr:, � uwrwc..sew m.aaraL a - Ia:wA A. rwlma xvle®aovrlen �� new a mAwr manor.ewi aL.R,w s 'siaK neerox s.nc wu w mrwr a.aw ar aue d amu. reoRLaE rRAKlrraeE IOTAI W ® m/M ® •c®:au ---- �,a-mL wrArt eeww - W a'r ealma:°o.w�ive' r r�ml erronerm^rM �\��`.au' C7 t OO(waMO rAVL- r ardnAr0.y veORCld emrrAaE ��h��eDisu®IAm waw meuemL IoawL va�.�a�,.rar M.r ro anLa mnLr x:-e.ee I�Mro wco mnLr oLnil L°L rav P.w ora car.+ U' Lu a ��re.mFAm as°tc r w�m�a�ir'.n.ir�t.e�mawmlr m y nvnicaao.ea de vwE rlatmvttr,I arreq n'M�E rnnnf -� w s®rt.AorAl erc��eEmaeouc. U ..mosLrnwe. � FAnNw:oEma^iUn 1orAl V W J W J U i13y 2 2 W H O Q Z H a m �t 3 !pI asemr ,vim urn. an.w.uel AIDrAMp i MMmmea a r SITE LIGHTING TRENCHING DETAIL ® GENERATOR/ATS GROUNDING DETAIL El 00 e°ALE Iw6 !GALE Ills w I I I I :—J - Cp4ERLV PoPCN I40 2 z ' _...._..____.._...__...-- .....,.. iw-mwn .." ---- w.R I � M. fc- 1 I�I �I TABLEBTOPAM]OA }pP a):IBT bAN !MP 1. LIQJpP W u cnci l^._T3.LQGXEe BpA_1� I .amP IAM W '--— �d'beSN9N'F.9d�g' TaL NALLM dr AHL:z4 _ n cuNQimNms_.fx I—aJ lQYSLtt Y2! W QP Rmll.aza =:.Ex'st PAAY; — ,,reLL i6ki, HAM ifs 47 69ILLJ970MR 13G I. LXp.T.f91NQTIQN =p4-L. }nu J. !I L IQE v t iIAtlBC$4 niQ�wu � sEGEihNcuasIy.�:,« I a ew I PSUBT YtlAEN9.I.QCISEBAM__1]B 91NL8LR 1�i E uj lit CLQ 4Ff.GCvt72 FJBBT,.pFFK1E.lit QQATO I J 22 W J ' W m 7 J V y i 2 O 2 Q ELECTRICAL DEMOLITION FLOOR PLAN 0 m 6 rwul;:u•-ra• GENERAL NOTES KEYNOTES a� 0 g C I s a E200 ----------------- - ------------------------- plilli SL M "j :wrc,•a. .es I Lkl^'E°I.�eli'S LOCKER PM]PS b IA.LESTORAWA 3 - a I 2 RAOERM.1.6 }Nl %447 M..b'OWER 1E'{� E%13I. �vIL HAIL]�P .,_.._.. �! Nn wd, 1S a � NAu.ra I Q PSnsT.FsmcrlonRM..im fir, I y I' in- o GRILLSTOH. a+6 mmT --&-m I n I ' 1I 10 j�1A. � WOMEN ITL ^ .,m No im HALL-Im \ I W E1,(bLW eROYlE9�1 �} J F' F7fl�T .LAV E 1] ! EXW _evou�Ns PLEr_u. oPFwE • ,,. - _1. ��tooF .� -i' �___.., I E- G'ti`FC!F 1 '.�y.F• AiE _ .j � ":. f^�NS.LOCKLRRI4 tib 91RL'3 LR t]- � OFF.Y'LLf2 LkLl1T�FFICE_L1 CDATR � ! GLdJWAe _ .. ...., �/ _ Na.rH CL n &� co a ELECTRICAL REMODEL FLOOR PLAN O D xALL:,,,•.,•a• � H 3�a s- a U _ H �ar°LL �f a�o�nv J mala+t�lAs O W k� f rN e'rt u"' e,nmw_ Lan \ a.rx e..nz , ....I. , - ~ BUILDING GAS SUPPLY DETAIL O ELEVATION-MAIN SERVICE AREA TYPICAL EXTERIOR PAD DETAIL O m �.. ' GAS DEMAND SCHEDULEBeA KEYNOTES UA3CRl N —CWP,ION C1N —A— .tom .F11 MA,NNtm AMA•..S mn1IC b1[hAl p'� - �� mlwMle.aui Aw/1 YAA pIMpRp RMtn, rtrt B8 ::J:'- UR� I� 0�4R¢eieswtra�AM uM.¢x Tstdr•w16 'o-M A!RBL 5 R .., aM.m MI nA urtR 1 � � .n eabM Aa mMI WAm Ao,R M11dfW�t R[iwdm qt .......... RII AgIM Ib R.Ma 6bzil.> nl RW Aw ILLmAm m.uVA¢a0.elo ntt 2MS RRRN.1011Y Y[10.1 UR l�nA vp Inawtil 11oA[Nlf�M.on l¢xo 1��RAum�� ¢V�.m�Kw1ml ' art Ism) f nrv¢(feSM.) oE11101a 41G Q IRY.t.si S mm[AEI.q mvN Am.IR L[m nhl AMAW :,--z—IT mnP nm9)INl.9 mAuvle,pA!mon � � .m4olrtNn.m MECN.NIC.L S a1MiwAP f151M Il¢6�% IMFEMOUP68000. 1 MECHANICAL BASEMENT PLAN ®n ,po. o U) H K O H W 2 CD e6 N W O on)- ELECTRICAL ELECTRICAL ONE LINE DIAGRAM-DEMOLITION 0 h ecue:irte � N i J U IY ,N Qawos rm co W cav LU .+mmn.ncrmi.a, mn � ILI 2 min ---- -- ---------- �� M i onw 1 a ELECTRICAL ONE LINE DIAGRAM-REMOODE ® E500 VILLAGE OF OAK BROOK BATH & TENNIS ELECTRICAL SYSTEM UPGRADE AND GENERATOR INSTALLATION ATTACHMENT D SPECIAL PROJECT REQUIREMENTS 1. Contractor shall have five (5) years of experience which is comparable in type and scope to this project. 2. Work hours are 7:00 a.m. to 4:30 p.m. Monday through Friday. Any deviation is subject to the approval of the Village representative. 3. The project will be done on consecutive work days, excluding weekends and holidays observed by the Village, until completed, delays only to inclement weather. 4. Contractor is required to obtain all necessary permits from the Village of Oak Brook, and schedule required inspections through Development Services. 5. The Contractor shall supply to the Village, phone numbers where he/she can be reached after normal working hours. 6. The Contractor must submit all manufacturers' literature on all materials that will be used on this project, including M.S.D.S. (Material Safety Data Sheets) prior to any work beginning. 7. A storage location for supplies, ladders and scaffolding shall be mutually agreed upon between the Village and the contractor before any material is stored on site. The Contractor must deliver material with manufacturers labels intact and legible, store material on raised platforms and cover material with protective covering. 8. Before work is started, Contractor must deliver to the job site sufficient material to complete the project. 9. If a dumpster is required, the location of the dumpster placement shall be mutually agreed upon between the Village and the contractor. 10. All ladders and scaffolding shall be maintained in prior working order during the course of this project and shall be secured at the end of each workday. 11. Contractor must provide barricades to ensure that falling debris will not injure anyone, and to prevent public access to the work area at all times. Yellow "CAUTION" tape will be ATTACHMENT D placed below the immediate work areas of laborers and scaffolds to warn the public of people working overhead. 12. At all times, Contractor must keep the work and storage areas in a clean, orderly, and a picked up manner, to prevent debris from blowing. Clean adjoining streets and immediate vicinity at the end of each work day. Sidewalks, windowsills, roofs and other work areas will be broom swept to remove all debris. Daily material and debris not placed into dumpster will be removed from the site. 13. Upon completion of the project the work area shall be cleaned. All debris and remaining material and supplies shall be removed from the jobsite, including the dumpster within 72 hours of completion. 14. Upon completion the Contractor shall supply a one year warranty covering material and workmanship; contractor shall submit sample warranty with bid. VILLAGE OF OAK BROOK BATH & TENNIS ELECTRICAL SYSTEM UPGRADE AND GENERATOR INSTALLATION APPENDIX 1 PREVAILING WAGES Prevailing Wage rates for DuPage County effective Sept. 1, 2017 Trade Title Region Type Class Base Fore- M-F OSA OSH H/W Pension Vacation Training Wage man OT Wage ASBESTOS ABT-GEN ALL ALL 41.20 42.20 1.5 1.5 2 14.65 12.32 0.00 0.50 ASBESTOS ABT-MEC ALL BLD 37.46 39.96 1.5 1.5 2 11.62 11.06 0.00 0.72 BOILERMAKER ALL BLD 48.49 52.86 2 2 2 6.97 19.61 0.00 0.90 BRICK MASON ALL BLD 45.38 49.92 1.5 1.5 2 10.45 16.68 0.00 0.90 CARPENTER ALL ALL 46.35 48.35 1.5 1.5 2 11.79 18.87 0.00 0.63 CEMENT MASON ALL ALL 44.25 46.25 2 1.5 2 14.00 17.16 0.00 0.92 CERAMIC TILE FNSHER ALL BLD 5W, 1.5 1.5 2 0.00 00, COMMUNICATION TECH ALL BLD 1.5 1.5 2 0.61 ELECTRIC PWR EQMT OP ALL ALL 37.89 51.48 1.5 1.5 2 5.00 11.75 0.00 0.38 ELECTRIC PWR EQMT OP ALL HWY 41.45 56.38 1.5 1.5 2 5.50 12.87 0.00 0.73 ELECTRIC PWR GRNDMAN ALL ALL 29.30 51.48 1.5 1.5 2 5.00 9.09 0.00 0.29 ELECTRIC PWR GRNDMAN ALL HWY 32.00 56.38 1.5 1.5 2 5.50 9.92 0.00 0.66 ELECTRIC PWR LINEMAN ALL ALL 45.36 51.48 1.5 1.5 2 5.00 14.06 0.00 0.45 ELECTRIC PWR LINEMAN ALL HWY 49.67 56.38 1.5 1.5 2 5.50 15.40 0.00 0.88 ELECTRIC PWR TRK DRV ALL ALL 30.34 51.48 1.5 1.5 2 5.00 9.40 0.00 0.30 ELECTRIC PWR TRK DRV ALL HWY 33.14 56.38 1.5 1.5 2 5.50 10.29 0.00 0.59 ELECTRICIAN ALL BLD 39.26 43.26 1.5 1.5 2 12.35 22.08 4.93 0.68 ELEVATOR CONSTRUCTOR ALL BLD 51.94 58.43 2 2 2 14.43 14.96 4.16 0.90 FENCE ERECTOR NE ALL 39.58 41.58 1.5 1.5 2 13.40 13.90 0.00 0.40 FENCE ERECTOR W ALL 45.06 48.66 2 2 2 10.52 20.76 0.00 0.70 GLAZIER ALL BLD 42.45 43.95 1.5 1.5 2 14.04 20.14 0.00 0.94 HT/FROST INSULATOR ALL BLD 50.50 53.00 1.5 1.5 2 12.12 12.96 0.00 0.72 IRON WORKER E ALL 47.33 49.33 2 2 2 14.15 22.39 0.00 0.35 IRON WORKER W ALL 45.61 49.25 2 2 2 11.52 22.65 0.00 0.81 LABORER ALL ALL 41.20 41.95 1.5 1.5 2 14.65 12.32 0.00 0.50 LATHER ALL ALL 46.35 48.35 1.5 1.5 2 11.79 18.87 0.00 0.63 MACHINIST ALL BLD n M 1.5 1.5 2 M 8.95 1.85 m MARBLE FINISHERS ALL ALL 33.95 33.95 1.5 1.5 2 10.45 15.52 0.00 0.47 MARBLE MASON ALL BLD 44.63 49.09 1.5 1.5 2 10.45 16.28 0.00 0.59 MATERIAL TESTER I ALL ALL 31.20 31.20 1.5 1.5 2 14.65 12.32 0.00 0.50 MATERIALS TESTER II ALL ALL 36.20 36.20 1.5 1.5 2 14.65 12.32 0.00 0.50 MILLWRIGHT ALL ALL 46.35 48.35 1.5 1.5 2 11.79 18.87 0.00 0.63 OPERATING ENGINEER ALL BLD 1 50.10 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 2 48.80 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 3 46.25 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 4 44.50 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 5 53.85 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 6 51.10 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL BLD 7 53.10 54.10 2 2 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL FLT 38.00 38.00 1.5 1.5 2 18.05 13.60 1.90 1.30 OPERATING ENGINEER ALL HWY 1 48.30 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 2 47.75 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 3 45.70 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 4 44.30 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 5 43.10 52.30 1.5 1.5 2 18.80 1435 2.00 1.30 OPERATING ENGINEER ALL HWY 6 51.30 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 OPERATING ENGINEER ALL HWY 7 49.30 52.30 1.5 1.5 2 18.80 14.35 2.00 1.30 ORNAMNTL IRON E ALL 46.75 49.25 2 2 2 13.90 19.79 0.00 0.75 WORKER ORNAMNTL IRON W ALL 45.06 48.66 2 2 2 10.52 20.76 0.00 0.70 WORKER PAINTER ALL ALL 44.18 46.18 1.5 1.5 1.5 10.30 8.20 0.00 1.35 PAINTER SIGNS ALL BLD 37.45 42.05 1.5 1.5 2 2.60 3.18 0.00 0.00 PILEDRIVER ALL ALL 46.35 48.35 1.5 1.5 2 11.79 18.87 0.00 0.63 PIPEFITTER ALL BLD 47.50 50.50 1.5 1.5 2 17.85 0.00 w PLASTERER ALL BLD 42.75 45.31 1.5 1.5 2 14.00 15.71 0.00 0.89 PLUMBER ALL BLD 49.25 52.20 1.5 1.5 2 14.34 13.35 0.00 1.28 ROOFER ALL BLD 42.30 45.30 1.5 1.5 2 9.08 12.14 0.00 0.58 SHEETMETAL WORKER ALL BLD 45.77 47.77 1.5 1.5 2 10.65 14.10 0.00 0.82 SPRINKLER FITTER ALL BLD 47.20 49.20 1.5 1.5 2 12.25 11.55 0.00 0.55 STEEL ERECTOR E ALL 42.07 44.07 2 2 2 13.45 19.59 0.00 0.35 STEEL ERECTOR W ALL 45.06 48.66 2 2 2 10.52 20.76 0.00 0.70 STONE MASON ALL BLD 45.38 49.92 1.5 1.5 2 10.45 16.68 0.00 0.90 TERRAZZO FINISHER ALL BLD 40.54 40.54 1.5 1.5 2 10.65 12.76 0.00 0.73 TERRAZZO MASON ALL BLD 44.38 47.88 1.5 1.5 2 10.65 14.15 0.00 0.82 TILE MASON ALL BLD M 1.5 1.5 2 W M 0.00 TRAFFIC SAFETY WRKR ALL HWY 33.50 35.10 1.5 1.5 2 8.10 7.62 0.00 0.25 TRUCK DRIVER ALL ALL 1 36.30 36.85 1.5 1.5 2 8.10 9.76 0.00 0.15 TRUCK DRIVER ALL ALL 2 36.45 36.85 1.5 1.5 2 8.10 9.76 0.00 0.15 TRUCK DRIVER ALL ALL 3 36.65 36.85 1.5 1.5 2 8.10 9.76 0.00 0.15 TRUCK DRIVER ALL ALL 4 36.85 36.85 1.5 1.5 2 8.10 9.76 0.00 0.15 TUCKPOINTER ALL BLD 44.17 45.17 1.5 1.5 2 10.45 15.04 0.00 0.88 Legend M-F OT Unless otherwise noted, OT pay is required for any hour greater than 8 worked each day, Mon through Fri. The number listed is the multiple of the base wage. OSA Overtime pay required for every hour worked on Saturdays OSH Overtime pay required for every hour worked on Sundays and Holidays H/W Health/Welfare benefit Explanations DUPAGE COUNTY IRON WORKERS AND FENCE ERECTOR (WEST) -West of Route 53. The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day,Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS- GENERAL- removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS- MECHANICAL-removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers,where the mechanical systems are to remain. TRAFFIC SAFETY-work associated with barricades, horses and drums used to reduce lane usage on highway work,the installation and removal of temporary lane markings, and the installation and removal of temporary road signs. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned,glazed or unglazed products; all composition materials, granite tiles,warning detectable tiles, cement tiles, epoxy composite materials, pavers,glass, mosaics,fiberglass, and all substitute materials,for the made in the-like units;all mixtures in tile like form of cement, metals,and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs,walks,walls,ceilings, swimming pools, and all other places where the is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies,wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime,tile,fixtures,equipment, adhesives,or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all the work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of the installations including, but not be limited to, all soap compounds, paper products, tapes,and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing the floors and walls to be re-tiled. COMMUNICATIONS TECHNICIAN Low voltage installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) including telephone and data inside wire, interconnect,terminal equipment, central offices, PABX,fiber optic cable and equipment, micro waves,V-SAT, bypass, CAN, WAN (wide area networks), LAN (local area networks), and ISDN (integrated system digital network), pulling of wire in raceways, but not the installation of raceways. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floors with material, performing all rigging for heavy work,the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking,grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate,travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade), carrara, sanionyx,vitrolite and similar opaque glass and the laying of all marble tile,terrazzo tile,slate tile and precast tile,steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I: Hand coring and drilling for testing of materials;field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds,structural steel,fireproofing, masonry,soil,facade, reinforcing steel,formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER- BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers); Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker(Truck Mounted); Concrete Conveyor;Concrete Conveyor(Truck Mounted); Concrete Paver Over 27E cu.ft;Concrete Paver 27E cu. ft. and Under: Concrete Placer;Concrete Placing Boom; Concrete Pump(Truck Mounted); Concrete Tower;Cranes,All; Cranes, Hammerhead; Cranes, (GCI and similar Type); Creter Crane;Spider Crane; Crusher,Stone, etc.; Derricks,All; Derricks,Traveling; Formless Curb and Gutter Machine; Grader, Elevating;Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac(and similar equipment); Locomotives,All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder;Scoops-Tractor Drawn;Slip-Form Paver; Straddle Buggies; Operation of Tie Back Machine;Tournapull;Tractor with Boom and Side Boom;Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer(Two Bag and Over);Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists,Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists,Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled); Rock Drill (Truck Mounted); Rollers,All;Steam Generators;Tractors,All;Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work); Hydraulic Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Low Boys; Pumps,Well Points; Welding Machines (2 through 5); Winches,4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders;Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7. Mechanics; Welders. OPERATING ENGINEERS-HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination;Asphalt Heater Scarfire;Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments);Concrete Breaker(Truck Mounted); Concrete Conveyor;Concrete Paver over 27E cu.ft.;Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes,Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks,Traveling; Dredges; Elevators, Outside type Rack& Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol,Auto Patrol, Form Grader, Pull Grader,Subgrader; Guard Rail Post Driver Truck Mounted; Hoists,One,Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40'of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill-Crawler or Skid Rig; Rock Drill-Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver;Snow Melters; Soil Test Drill Rig (Truck Mounted);Straddle Buggies; Hydraulic Telescoping Form (Tunnel); Operation of Tieback Machine; Tractor Drawn Belt Loader;Tractor Drawn Belt Loader(with attached pusher-two engineers);Tractor with Boom;Tractaire with Attachments;Traffic Barrier Transfer Machine;Trenching;Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel,etc; Underground Boring and/or Mining Machines under 5 ft. in diameter;Wheel Excavator;Widener(APSCO). Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors;Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Common Receiver(3);Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu.ft.; Concrete Spreader;Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw;Conveyor Muck Cars (Haglund or Similar Type); Drills,All; Finishing Machine-Concrete; Highlift Shovels or Front Endloader; Hoist-Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro-Blaster; Hydro Excavating(excluding hose work); Laser Screed;All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-Loading Ejection Dump; Pump Cretes:Squeeze Cretes-Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller,Seaman,etc.,self-propelled;Self-Propelled Compactor;Spreader-Chip-Stone,etc.; Scraper-Single/Twin Engine/Push and Pull; Scraper- Prime Mover in Tandem (Regardless of Size);Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc.;Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver(2);Concrete Mixer(Two Bag and Over); Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks; Grouting Machine; Hoists,Automatic; Hoists,All Elevators; Hoists,Tugger Single Drum;Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt;Seed and Straw Blower;Steam Generators; Stump Machine;Winch Trucks with "A" Frame;Work Boats; Tamper-Form-Motor Driven. Class 4. Air Compressor; Combination-Small Equipment Operator; Directional Boring Machine;Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting,or Drilling); Light Plants, All (1 through 5); Pumps,over 3" (1 to 3 not to exceed a total of 300 ft.); Pumps, Well Points;Vacuum Trucks (excluding hose work); Welding Machines (2 through 5); Winches,4 Small Electric Drill Winches. Class 5. SkidSteer Loader(all); Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEER - FLOATING Diver. Diver Wet Tender, Diver Tender, ROV Pilot, ROV Tender TRUCK DRIVER- BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes;Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors;Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader;Skipman;Slurry Trucks, 2-man operation;Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters,Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready- mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters,Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long;Slurry trucks, 1-man operation;Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic;Self- loading equipment like P.B. and trucks with scoops on the front. TERRAllO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work,floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: For definitions of classifications not otherwise set out,the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out,the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task,the Department shall undertake a special determination,such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. MATERIAL TESTER& MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title,the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise,the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Tester/Inspector II". APPENDIX 2 PERFORMANCE BOND Bond# 83BCSHQ8000 KNOW ALL MEN BY THESE PRESENTS: [insert contractor name and address here:] _Fitzgerald' s Electrical Contracting, Inc. 6S865 Shaw Rd. , Big Rock, IL 6UPAncipal (hereinafter called the "Contractor") and insert surety name and address here:] Hartford Fire Insurance Company one Hartford Plaza, Hartford, CWrgRA1e&and existing under the laws of the State of (hereinafter called the "Surety") are held and firmly bound unto Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, Illinois, as the obligee (hereinafter called the "Owner"), in the full and just sum of [insert full contract price here:] $ 374 , 890 2 00 --------for the payment of which sum of money well and truly to be made, the Contrator and the Surety bind themselves and their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents, said amount to include payment of actual costs and damages and for attorneys' fees, architectural fees, design fees, engineering fees, accounting fees, testing fees, consulting fees, administrative costs, court costs, interest and any other fees and expenses resulting from or incurred by reason of the Contractor's failure to promptly and faithfully perform its contract with the Owner, said contract being more fully described below,and to include attorneys' fees,court costs and administrative and other expenses necessarily paid or incurred in successfully enforcing performance of the obligation of the Surety under this bond. WHEREAS, the Contractor has entered into a written agreement dated [insert contract date here:] August 21 , 20I 8201a_, with the Owner titled [insert contract title here:] Bath & Tennis Electrical System Upgrade and General In�stallat&n "Contract"),the terms and conditions of which are by this reference incorporated herein as though fully set forth herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Contractor shall well, truly, and promptly perform all the undertakings, covenants, terms, conditions, and agreements of the Contractor under the contract, including but not limited to the Contractor's obligations under the Contract,(1)to provide,perform,and complete at the Work Site and in the manner specified in the Contract all necessary Work, labor, services, transportation, equipment, materials, apparatus, machinery, tools, fuels, gas, electric, water, waste disposal, information, data, and other means and items necessary for [insert general description of the Work here:] Bath & Tennis Electrical System Upgrade and General Installation ; (2) to procure and furnish all permits, licenses, and other governmental approvals and authorizations necessary in connection therewith[except as otherwise expressly provided in the Attachment A of the Contract]; (3)to procure and furnish all bonds, certificates, and policies of insurance specified in the Contract; (4)to pay all applicable federal, state, and local taxes; (5)to do all other things required of the Contractor by the Contract; and (6)to provide, perform,and complete all of the foregoing in a proper and workmanlike manner and in full compliance with, and as required by and pursuant to, the Contract; all of which is herein referred to as the "Work," whether or not any of the Work enter into and become component parts of the improvement contemplated, then this obligation shall be null and void; otherwise it shall remain in full force and effect. APPENDIX 2 The Surety, for value received,hereby stipulates and agrees that no changes, modifications, alterations, omissions, deletions, additions, extensions of time, or forbearances on the part of the Owner or the Contractor to the other in or to the terms of said Contract; in or to the schedules, plans, drawings, or specifications; in or to the method or manner of performance of the Work; in or to Owner-furnished facilities,equipment,material,service,or site;or in or to the mode or manner of payment therefore shall in any way release the Contractor and the Surety or either or any of them,or any of their heirs,executors, administrators, successors, or assigns, or affect the obligations of the Surety on this bond, all notice of any and all of the foregoing changes, modifications, alterations, omissions, deletions, additions, extensions of time,or forbearances and notice of any and all defaults by the Contractor or of the Owner's termination of the Contractor being hereby waived by the Surety. Notwithstanding anything to the contrary in the foregoing paragraph, in no event shall the obligations of the Surety under this bond in the event of the Contractor's default be greater than the obligations of the Contractor under the Contract in the absence of the Contractor default. In the event of a default or defaults by the Contractor, the Owner shall have the right to take over and complete the Contract on 30 calendar days' written notice to the Surety, in which event the Surety shall pay the Owner all costs incurred by the Owner in taking over and completing the Contract. At its option,the Owner may instead request that the Surety take over and complete the Contract, in which event the Surety shall take reasonable steps to proceed promptly with completion no later than 30 calendar days after the date on which the Owner notifies the Surety that the Owner wants the Surety to take over and complete the Contract. The Owner shall have no obligation to actually incur any expense or correct any deficient performance of the Contractor to be entitled to receive the proceeds of this bond. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner or the heirs,executors,administrators,or successors of the Owner. Signed and sealed this 21 stday of August 201 8. Attest/Witness: PRINCIPAL By: By: -o Title: By- Attest/Wit ss: SURETY Hartford Fire Insurance Co By: By: Title: �(` By: . ? _ ,� .�. A r i Direct Inquiries/Claims to: POWER OF ATTORNEY THE HARTFORD BOND,T-4 P.O.BOX 2103,690 ASYLUM AVENUE HARTFORD,CONNECTICUT 06115 call:888-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 83-511967 X� Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company,a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana X� Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast,a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the"Companies")do hereby make, constitute and appoint, up to the amount of unlimited: Lawrence Forsberg, Curtis Pardridge, Frank Pardridge Jr., Kathy Plucker of Sycamore, IL their true and lawful Alto rney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by E, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof,on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. its It `a w':rsr.rtKrr � r•� ;'`. �� 9{e to74l ?7979 It Scott Sadowsky,Assistant Secretary M.Ross Fisher,Assistant Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 3'd day of March, 2008, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. • • Scott E.Paseka Notary Public CERTIFICATE My Commission Expires October 31,2012 I,the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of August 21 , 2018 Signed and sealed at the City of Hartford. �:r.rrxrJa 1970 ' _ S.' ry7i Gary W.Stumper,Assistant Vice President APPENDIX 3 LABOR AND MATERIALS PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: Bond# 83BCSHQ8000 [insert contractor name and address here:] Fitzgerald' s Electrical Contracting, Inc. 6S865 Shaw Rd. , Big Rock, IL 60&sVIincipal (hereinafter called the "Contractor")and [insert surety name and address here:] -Ilartford Fire Insurance Company One Hartford Plaza, Hartford, �rorgdfile%nd existing under the laws of the State of (hereinafter called the "Surety") are held and firmly bound unto Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, Illinois, as the obligee(hereinafter called the "Owner"), for the use and benefit of itself and of claimants as hereinafter defined(the"Claimants") in the full and just sum of[insert full contract price here:] $_ 374, 890 . 00 ------- to be paid to the Owner or the Claimants or the Owner's or the Claimant's assigns, to which payment well and truly to be made the Contractor and the Surety bind themselves and their heirs, executors, administrators, successors, and assigns,jointly and severally, firmly by these presents, said amount to include attorney's fees, court costs, and administrative and other expenses necessarily paid or incurred in successfully enforcing performance of the obligation of the Surety under this bond. WHEREAS, the Contractor has entered into a written agreement dated [insert contract date here:] August 21 , 20,1N11B with the Owner titled [insert contract title here:] Rath 9 Tr-nniG Rl ectri cal 'c ystem upgrade and General(the"Contract"),the terms and conditions of which are by this reference incorporated herein as though fully set forth herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Contractor shall promptly pay or cause to be paid all sums of money that may be due to any Claimant with respect to the Contractor's obligations under the Contract: (l)to provide, perform, and complete at the Work Site and in the manner specified in the Contract all necessary Work, labor, services, transportation, equipment, materials, apparatus, machinery, tools, fuels, gas, electric, water, waste disposal, information, data and other means and items necessary for [insert general description of the Work here:] Bath & Tennis Electrical System Upgrade and General Installation ; (2) to procure and furnish all permits, licenses, and other governmental approvals and authorizations necessary in connection therewith (except as otherwise expressly provided in Attachment A to the Contract]; (3) to procure and furnish all Bonds and all certificates and policies of insurance specified in the Contract; (4)to pay all applicable federal, state, and local taxes; (5) to do all other things required of the Contractor by the Contract; and (6) to provide, perform, and complete all of the foregoing in a proper and workmanlike manner and in full compliance with, and as required by or pursuant to, the Contract; all of which is herein referred to as the "Work," whether or not any of said Work enter into and become component parts of the improvement contemplated,then this obligation shall be null and void; otherwise it shall remain in full force and effect. For purpose of this bond, a Claimant is defined as one having a direct contract with the Contractor or with a subcontractor of the; Contractor to provide, perform, or complete any part of the Work. The Contractor and the Surety hereby jointly and severally agree that every Claimant that has not had all just claims for the furnishing of any part of the Work paid in full,including without limitation all claims for amounts due for materials., lubricants, oil, gasoline, rentals of or service or repairs on machinery, equipment,and tools consumed or used in connection with the furnishing of any part of the Work, may sue on this bond for the use of that Claimant, may prosecute the suit to final judgment for APPENDIX 3 such sum or sums as may be justly due that Claimant, and may have execution therein; provided, however, that the Owner shall not be liable for the payment of any costs or expenses of any such suit. The provisions of 30 ILCS 550/1 and 2 of the Illinois Compiled Statutes shall be deemed inserted herein, including the time limits within which notices of claim must be filed and actions brought under this bond. The Contractor and the Surety hereby jointly agree that the Owner may sue on this bond if the Ownenis held liable to,or voluntarily agrees to pay,any Claimant directly,but nothing in this bond shall create any duty on the part of the Owner to pay any Claimant. The Surety, for value received, hereby stipulates and agrees that no changes, modifications, alterations, omissions,deletions, additions,extensions of time,or forbearances on the part of the Owner or the Contractor to the other in or to the terms of the Contract; in or to the schedules, plans, drawings, or specifications; in or to the method or manner of performance of the Work; in or to Owner-furnished facilities,equipment,material, service,or site; or in or to the mode or manner of payment therefor shall in any way release the Contractor and the Surety or either or any of them,or any of their heirs,executors, administrators, successors, or assigns, or affect the obligations of the Surety on this bond, all notice of any and all of the foregoing changes, modifications, alterations, omissions, deletions, additions, extensions of time,or forbearances and notice of any and all defaults by the Contractor or of the Owner's termination of the Contractor being hereby waived by the Surety. Signed and sealed this 21 stday of Auqust 2018 Attest/Witness: CONTRACTOR By: 4.'!JI-3 k f ' By: V Z m _ S CoRfracft a Title: : l - By: Ff' Jrwf,JJ Attest/Wi ess• SURETY Hartford Fire Insurance Co By: By. Title: (f 57X By: #34920193_v2 Direct Inquiries/Claims to: HARTF POWER OF ATTORNEY P O BOX 2103,o O BOND, T-4 AVENUESYLUM HARTFORD,CONNECTICUT 06115 call:888-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Code: 83-511967 X� Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana X� Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies")do hereby make, constitute and appoint, up to the amount of unlimited: Lawrence Forsberg, Curtis Pardridge, Frank Pardridge Jr., Kathy Plucker of Sycamore, IL their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ®, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on January 22, 2004 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. Te trw ,ye r+•wr �ti Its L o �> 'r.+c `,rce•.rerftei t a tiQ�it _' � ��•'° a'*tAtMW a ►.r 1667 i • .�.:j- • -- f i +Bi►f .. ^,� %�'>>THenpJe F•-%o �� 1979 •. ;` 1979 At + "�%a. .� �rM•wiN jIp`••1r�� • 3''n,'c�Noii r••r•Ir• �L'�,�-' Scott Sadowsky,Assistant Secretary M. Ross Fisher,Assistant Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 3rd day of March, 2008, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. * Scott E.Paseka Notary Public CERTIFICATE My Commission Expires October 31.2012 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of AuguS t 21 , 2 01 8 Signed and sealed at the City of Hartford. 'rt tyb �a+awrr �ti �F,i s t s y �a ii Q �Mr : tcac.re„r��S a Loop r _ J ff ;"ro r°Aau `a �w � . l667 .� i • rte.=t:�i • - ! ('701 �ta+� .. ' ^+,J„routr., ,..r.�► ,=_�. ry7o ,� ;� rale :.. ;<sr¢ + �:a•�•� �'°iyiN iIF �1o�i • •``'tl,•4 u�o15 4nur' �i•efp`,pci.• , Gary W.Stumper,Assistant Vice President