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Home My WebLink AboutBID - 7114 MISCELLANEOUS CONCRETE ANNUALCity0� Financial Services Division 215 N. Floor ins Box 8F6rt FortPurchasing FPO Collli , CO 80522 970.221.6775 �.,. Purchasing 970.221.6707 fcgov.com/Purchasing IlkPuri`iLeP►it*1-IIlll. 7114 Miscellaneous Concrete Annual BID OPENING: 3:00 P.M. (our clock), February 25, 2010 Sealed bids will be received and publicly opened at the office of the Director of Purchasing and Risk Management, PO Box 580, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80522, at the time and date noted on the bid proposal and/or contract documents. If delivered, they are to be sent to 215 North Mason Street, 2"d Floor, Fort Collins, Colorado 80524. If mailed, the address is P.O. Box 580, Fort Collins, 80522-0580. Bids must be received at the Purchasing Office prior to 3:00 p.m. (our clock), February 25, 2010. Technical questions should be referred to Erika Keeton, Pavement Manager at 970-221-6521 or e- mail ekeeton(cDfcgov.com. Questions regarding bid submittal or process should be directed to John D. Stephen, CPPO, LEED AP, Senior Buyer (970)221-6777 or e-mail jstephen fcgov.com. A copy of the Bid may be obtained as follows: Download the Bid from the Purchasing Webpage, Current Bids page, at: http://fcqov.com/eprocurement Come by Purchasing at 215 North Mason St., 2nd floor, Fort Collins, and request a copy of the Bid. Special Instructions All bids must be properly signed by an authorized representative of the company with the legal capacity to bind the company to the agreement. Bids may be withdrawn up to the date and hour set for closing. Once bids have been accepted by the City and closing has occurred, failure to enter into contract or honor the purchase order will be cause for removal of supplier's name from the City of Fort Collins' bidders list for a period of twelve months from the date of the opening. The City may also pursue any remedies available at law or in equity. Bid prices must be held firm for a period of forty-five (45) days after bid openings. Submission of a bid is deemed as acceptance of all terms, conditions and specifications contained in the City's specifications initially provided to the bidder. Any proposed modification must be accepted in writing by the City prior to award of the bid. Only bids properly received by the Purchasing Office will be accepted. All bids should be clearly identified by the bid number and bid name contained in the bid proposal. No proposal will be accepted from, or any purchase order awarded, to any person, firm or corporation in default on any obligation to the City. Bids must be furnished exclusive of any federal excise tax, wherever applicable. where renewal is a way of life 7114 Miscellaneous Concrete Annual Bid Schedule ITEM NO. DESCRIPTION UNIT PRICE UNIT EST. CITY. TOTAL COST 630.12 Light Per Day Per Each 20 630.13 Advance Warning Flashing - or Sequencing Arrow Panel Per Unit Per Da 5 630.14 Variable Message Board Per Unit Per Da 10 630.15 Traffic Control Supervisor Per Day 25 630.16 Traffic Control Supervisor Per Hour 100 630.17 Flagging Per Hour 150 FORCE ACCOUNT LABOR RATES *Materials will carry a 10% markup from the original invoice for costs $500 and below, and an 8% markup for invoices greater than $500 *Attach hourly Equipment/Operator rates to be used for Force Account work FA1 Laborer Hour 15 FA2 Foreman Hour 15 FA3 Finisher Hour 15 FA4 Form Setter Hour 15 FA5 Skid Steer Hour 50 FA6 Mini Trackhoe Hour 15 FA7 Dump Truck Hour 15 FA8 Backhoe Hour 15 TOTAL COST Signed Company Check One: Individual Doing Business in Company Name Corporation Partnership Dollars and Cents. Address Phone/Fax • installed and maintained in accordance with approved design criteria and/or industry standards. • Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. • Where feasible, grading activities should be scheduled during dry weather. • Best management practices will be periodically inspected and maintained as necessary. • Waste containment for concrete washout, masonry, paint, trash and other potential pollutants will be available when these activities are being conducted. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Employee Training Train applicable employees who perform new construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform new construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Cihj of Centennial SOP: New Construction SOP, August 2007. Mesa Counhj, Municipal Operations and Maintenance Program, July 2005. Page 2 of 2 For More Information Name Address City, State Phone Street, Curb, and Gutter Replacement and Construction Description e-mail Procedures involving the replacement and Possible Pollutants construction of streets, curbs, and gutters have the Fine-grained sediment potential to impact stormwater quality. Materials Organics involved in these activities should be used efficiently Oil and disposed of properly. Saw -cut slurry When services are contracted, this written procedure Trash should be provided to the contractor so they have the Good Housekeeping proper operational procedures. In addition, the Dumpster/Waste Management contract should specify that the contractor is responsible for abiding by all applicable municipal, Employee/Contractor Training state, and federal codes, laws, and regulations. Proper cleanup and disposal procedures Procedures Dry cleaning methods General Related Procedures Obtain all applicable federal, state, and local Spill Prevention and Response permits for construction projects. Street Sweeping The Colorado Stormwater Construction Street Sweeper Cleaning and General permit applies to construction sites Waste disturbing one acre or more, or less than one Street, Curb and Gutter acre but part of a larger common plan of Maintenance development. ■ A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Page 1 of 3 • Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and/or industry standards. • When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. • Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. • Sweep or vacuum the roadway as needed, during construction and once construction is complete. • Best management practices will be periodically inspected and maintained as necessary. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Bridge Construction • Do not transfer or load any materials directly over waterways. • Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Work • Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. Page 2 of 3 • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work • Control the placement of road base or asphalt used in embankments or shoulder backing; do not allow these materials to fall into any storm drain or watercourses. Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid waste. Painting and Striping If possible, schedule painting and striping projects during dry weather. • Use thermoplastic or epoxy markings in place of paint whenever feasible. • Use care to prevent splashing or spilling of any liquid material. Follow the Spill Prevention and Response procedure should a spill occur. Employee Training • Train applicable employees who perform street, curb, and gutter construction on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter construction. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Page 3 of 3 Y+--.':� �r..,z....„ � ...:-:r .... a::..i,•-'TnG'.la�k:'is1?Sf. :h ,.. ,,,.:t'!l�'�'..+�mn:Y�^,«"=: 9#'" �'CigtiavK'fi:s�.'afro.y"4��t�'k4x.;:ia`P,x`w+it,�..aC.Y'XY6�".` '�,'.F..rCYC'a.��f�fl �YYIMYYYYYYYYf�YYYY � 'YiYm�p®YY�I Y�Y�YYYY Street, curb, and Gutter For More Information Name Maintenance Address City, State Description Phone Street, curb, and gutter activities include concrete and e-mail asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and Possible Pollutants striping. Procedures involving the maintenance of Fine-grained sediment streets, curbs, and gutters have the potential to impact Organics stormwater quality. Materials involved in these Oil activities should be used efficiently and disposed of Saw -cut slurry properly. Trash When services are contracted, this written procedure Good Housekeeping should be provided to the contractor so they have the Dumpster/Waste Management proper operational procedures. In addition, the Employee/Contractor Training contract should specify that the contractor is Proper cleanup and disposal responsible for abiding by all applicable municipal, procedures state, and federal codes, laws, and regulations. Dry cleaning methods Procedures Related Procedures General Spill Prevention and Response . Protect storm drain inlets and drains with curb Street Sweeping socks, rock berms, inlet protection, or drain Street Sweeper Cleaning and covers/mats prior to any maintenance activity. Waste . When saw cutting ensure that no slurry enters the storm drain, let the slurry dry, sweep it up, and properly dispose of the sweepings. • Do not perform concrete or asphalt patch work during wet conditions whenever possible. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Monitor equipment for leaks and use drip pans as necessary. • Sweep or vacuum the roadway once maintenance activities are complete. Page 1 of 3 Bridge Maintenance • Do not transfer or load any materials directly over waterways. • Secure lids and caps on all containers when on bridges. Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Maintenance • Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Maintenance Sweep to minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks. Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments or shoulder backing to enter any storm drain or watercourses. Apply temporary perimeter controls. Install silt fence until the structure is stabilized or permanent controls are in place. • Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste. Drainage inlet structures shall be covered with inlet protection during application of seal coat, tack coat, slurry seal, and/or fog seal. Painting and Striping • If possible, schedule painting and striping projects during dry weather. • Use thermoplastic or epoxy markings in place of paint whenever feasible. The pre -heater for thermoplastic striping and the melting tanks used during pavement marking must be filled carefully to prevent splashing or spilling of materials. Leave 6 inches at the top of pre -heater and the melting tanks to allow room for material to move and splash when vehicles are deadheaded. Employee Training • Train applicable employees who perform street, curb, and gutter maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter maintenance. Records The following records could be used to document activities performed: Page 2 of 3 • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Page 3 of 3 E Spill Prevention and For More Information Name Response Address City, State Description Phone Due to the type of work and the materials involved, many e-mail activities that occur either at a municipal facility or as part Possible Pollutants of municipal operations have the potential for accidental spills. Some municipal facilities operate under Spill Chemicals ! Prevention Control and Countermeasures (SPCC) plans Toxics that include procedures for spill response. Proper spill Oil response planning and preparation enables employees and Paint contractors to effectively respond to problems and Fuel minimize the discharge of pollutants to the storm sewer Good Housekeeping system. Waste Management When services are contracted, this written procedure should be provided to the contractor so they have the Employee/Contractor Training proper operational procedures. In addition, the contract Proper cleanup and disposal should specify that the contractor is responsible for procedures abiding by all applicable municipal, state, and federal Related Procedures codes, laws, and regulations. Fertilizer, Pesticide, and Herbicide Application Procedures Heavy Equipment and Vehicle Spill Prevention Maintenance • Keep work areas neat and well organized. Material Storage Materials Management Maintain a Material Safety Data Sheet (MSDS) for each hazardous chemical. Follow the Outdoor Outdoor Vehicle Maintenance Material Storage procedures. Vehicle Fueling Provide tight fitting lids for all containers. Keep containers clearly labeled. Labels should provide name and type of substance, stock number, expiration date, health hazards, handling suggestions, and first aid information. Store containers, drums, and bags away from direct traffic routes to prevent accidental spills. Inspect storage containers regularly for signs of leaking or deterioration. Replace or repair leaking storage containers. Use care to avoid spills when transferring materials from one container to another. Page 1 of 4 • Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment. • Do not wash down or hose down any outdoor work areas or trash/ waste container storage areas except where wash water is captured and discharged into the sanitary sewer (if approved). • Conduct periodic inspections to ensure that materials and equipment are being handled, disposed/recycled, and stored correctly. • Provide adequate spill kits or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists. • Inspect each spill kit or locker regularly and after each spill response. Replace any spent supplies or repair any equipment that is worn or not suitable for service. • Stock adequate personal protective equipment. Spill Response Safety Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or sample an unknown substance. If a highly toxic or flammable substance is discovered, staff should leave the immediate area and contact the appropriate identified response authority, such as the fire department. If there is any question about a substance, contact the appropriate identified response authority or other designated representative. Procedures Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the storm sewer system and to minimize the area requiring cleanup. • Determine the source of the spill and stop the spill at its source by closing a valve, plugging a leak, or setting a container upright. Transfer material from a damaged container. • Identify the material and volume spilled. Contact the appropriate identified response authority or other designated representative if you cannot identify the material and its properties. • Refer to the MSDS to determine appropriate personal protective equipment, such as gloves and safety glasses and appropriate cleanup methods. • Clean up spills immediately to prevent spreading of wastes by wind, rain, and vehicle traffic and potential safety hazards. • Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and properly dispose of all clean-up materials. Use dry clean-up methods only. • Complete all necessary reports. Page 2 of 4 Spill Reporting • A spill of any chemical, oil, petroleum product, or sewage that enters waters of the state of Colorado (that include surface water, ground water, and dry gullies and storm sewers leading to surface water) must be reported immediately to the Colorado Department of Public Health and Environment. • Release of a substance into a storm drain, or onto a parking lot or roadway as part of a storm sewer leading to surface water, is reportable. However, if the material can be contained and cleaned within the storm sewer system to the degree that a subsequent flow in the storm sewer will not flush the substance to waters of the State, it may not need to be reported. • Contact the appropriate identified response authority within the municipality or other designated representative and be prepared to provide details needed to report the spill to the necessary agencies. • Detailed spill reporting guidance can be found at hqp: / / www.cdphe.state.co. us / op/ wgcc/ Resources/ Guidance/spillguidance.pdf and http://www.cdphe.state.co.us/hm/spillsandreleases.htm Employee Training • Train applicable employees who perform spill prevention and response on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform spill prevention and response activities. Records The following records could be used to document activities performed: • Records of any major spills and the action taken. • Records of employee training with sign -in sheet. References Cihj of Centennial, Department of Public Works: Good Housekeeping, No Date. Cihj of Centennial, Department of Public Works: Materials Management, No Date. Cihj of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stormwater Qualihj Pollution Prevention Guide for Municipal Operations: Parks Department Golf Course, January 2004. City of Lafayette, Spill Clean Up, No Date. Colorado Department of Public Health and Environment, Environmental Spill Reporting, January 2009. Page 3 of 4 SERVICES AGREEMENT WORK ORDER TYPE THIS AGREEMENT made and entered into the day and year set forth below, by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and hereinafter referred to as "Service Provider". WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: Services to be Performed. a. This Agreement shall constitute the basic agreement between the parties for services for The conditions set forth herein shall apply to all services performed by the Service Provider on behalf of the City and particularly described in Work Orders agreed upon in writing by the parties from time to time. Such Work Orders, a sample of which is attached hereto as Exhibit "A", consisting of ( )page(s) and incorporated herein by this reference, shall include a description of the services to be performed, the location and time for performance, the amount of payment, any materials to be supplied by the City and any other special circumstances relating to the performance of services. No work order shall exceed $ . The only services authorized under this agreement are those which are performed after receipt of such Work Order, except in emergency circumstances where oral work requests may be issued. Oral requests for emergency actions will be confirmed by issuance of a written Work Order within two (2) working days. b. The City may, at any time during the term of a particular Work Order and without invalidating the Agreement, make changes within the general scope of the particular services assigned and the Service Provider agrees to perform such changed services. STD SA WO rev07/09 Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMP: Spill Response and Prevention, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009. Page 4 of 4 For More Information i Utility and Storm Sewer Name System Maintenance Address City, State Phone I Description j This procedure addresses utility and storm sewer system e-mail maintenance. Utilities include power, sanitary sewer, Possible Pollutants water conveyance systems, and the storm sewer system. Sediment Power includes electrical and gas utilities. Maintenance Nutrients of power may require excavation and reinstallation of Metals lines including open cut trenching or directional boring Hydrocarbons in landscaped areas or street right of way. Electrical and Trash gas line maintenance ensures services are provided to Good Housekeeping businesses and households without interruption. Waste Management The sanitary sewer system is cleaned as part of routine Employee/Contractor Training maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and Proper Cleanup and Disposal Procedures overflows may occur and can result in potential property damage and significant health concerns if not properly Related Procedures managed. Heavy Equipment and Vehicle Maintenance Water conveyance systems are flushed and pressure tested as part of routine maintenance. Potable water Parks and Open Space Maintenance systems must be properly maintained to ensure delivery Spill Prevention and Response of water that meets State and Federal health standards. Failures result in water main breaks that can cause Street, Curb, and Gutter property damage including erosion. Replacement and Construction The storm sewer system is cleaned as part of routine Utilities and Storm Sewer maintenance and on an emergency basis in the event of System Replacement and flooding. Maintenance will remove pollutants and Construction ensure the system functions properly to avoid flooding. Vehicle Fueling Flooding, ponding, and uncontrolled sheet flow can result in property damage and increased soil erosion. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. . Page 1 of 4 Procedures General • Conduct routine inspection and maintenance on utility and storm sewer systems. • Where feasible, schedule maintenance activities during dry weather. • Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed. • Wash and fuel the jet/vacuum truck per the Heavy Equipment/Vehicle Maintenance procedure. • Properly dispose of vac truck contents. • Stay alert for any signs of illicit discharges. This includes "dry weather' flows or pipes or hoses emptying directly into waterways or the storm sewer system. • Report any suspicious discharges or dumping to your supervisor. Electrical and Gas Utility Maintenance • To prevent sediment, mud and particles generated by power utility maintenance from entering the stormwater system implement inlet protection, perimeter control, street sweeping, vehicle tracking control, stockpile management and material management BMPs. • Restore landscaped or hardscaped areas promptly. Potable Water Line Flushing • Remove any debris from the gutter that could wash away with the water. If possible, sweep the flow line before flushing the line. • Direct the water so that it is not flowing over exposed soil areas in order to minimize erosion. Water Line Breaks Contain spoils by building berms or installing rock socks around the area of disturbance. • Dewater the excavation by using a vac truck. • Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a water truck, through a dechlorinating diffuser, or other method of dechlorination. • Remove sediment from the street, curb, gutter and storm inlets as needed immediately following the repair. • Where needed, install a temporary patch or repave as soon as practicable following the repair. • If necessary, revegetate areas as soon as practicable following the repair. Sanitary Sewer Backup Clear line stoppage to prevent backup into house basements and manhole overflows. Page 2 of 4 Contain overflows by using emergency generator, pump and/or a vac truck to intercept flows. It may be necessary to construct additional containment. Clean up spills by washing and vacuuming the affected areas. Lime may need to be applied for disinfection of affected areas. Lime must be removed once disinfection is complete. Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts Clean storm sewer system by manual cleaning or jetting the pipes using a jet/vacuum truck to remove the material. Do not temporarily store collected storm system cleaning debris adjacent to any surface water, storm drain inlet, or drainageway. Storm sewer system maintenance wastes may be either non -hazardous or hazardous. Solid non -hazardous waste may be disposed in a sanitary landfill or recycled. Liquid non -hazardous waste must be evaporated before disposing of it into the landfill or discharged to the sanitary sewer system with the approval of the local wastewater treatment plant. Hazardous waste, as defined under Colorado Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of at a permitted disposal or treatment facility. Replace or maintain "no dumping" stencils or plaques as necessary. Remove trash from trash racks and grated openings. Detention and Retention Ponds Inspect the outlet works and remove trash or vegetation from the trash racks and grates. • Inspect side slopes of the pond for erosion and reestablish vegetation as needed. • Remove and service fountains and aerator motors as recommended. • Report any suspected water quality problems such as a change in growth or appearance of vegetation. • Report excessive sediment accumulation, standing water beyond the designed drain down time or damage requiring additional maintenance. Drainageways Drainageways include drainage channels, ditches, grass swales, and washes. Inspect drainageways for erosion and repair if necessary. Remove and properly dispose of trash and debris from the drainageways. Remove sediment which could impede flow in drainageways. Leave an unmown buffer when mowing adjacent to drainageways to filter pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply landscape chemicals in the buffer area. Page 3 of 4 Employee Training • Train applicable employees who perform utility and storm sewer system activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform utility and storm sewer system activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stormwater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Optional Additional Resources Municipal codes and ordinances that relate to utility or storm sewer system maintenance. Inspection and maintenance frequency plan for the storm sewer system. Specific instructions on how to operate applicable equipment. Instructions on how to track the amount of debris collected. Treated Water Discharge Plans for potable water maintenance. Page 4 of 4 For More Information f Name Address City, State j Phone e-mail f Possible Pollutants. Sediment Chemicals Organics Trash GoodHousekeeping Waste Management Employee/Contractor Training Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle Maintenance Parks and Open Space Maintenance Spill Prevention and Response Street, Curb, and Gutter Replacement and Construction Utilities and Storm Sewer System Replacement and Construction Vehicle Fueling Utility and Storm Sewer System Replacement and Construction Description This procedure covers utility and storm sewer system replacement and construction. Utilities include power, storm sewer, sanitary sewer, water conveyance systems. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General Obtain all applicable federal, state, and local permits for construction projects. ■ The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development. ■ A larger common plan of development is . defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. ■ A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Page 1 of 3 • Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, sediment control logs, check dams and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and / or industry standards. • When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Where feasible, grading activities will be scheduled during dry weather. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. • Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. • Sweep or vacuum the roadway as needed, during construction and once construction is complete. • Best management practices will be periodically inspected and maintained as necessary. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Emergency Repair and Replacement Emergency Discharges are defined as situations in which it is not possible to implement all of the available BMPs due to the uncontrolled nature of the discharge. The primary focus during these events is to identify and mitigate the cause as soon as possible. Clean up of resulting sediment or other pollutants will be performed as soon as practicable following the emergency. Refer to the Spill Prevention and Response procedure for reporting requirements. Page 2 of 3 Employee Training • Train applicable employees who perform utility replacement and construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform utility replacement and construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stormwater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Page 3 of 3 City of Fort Collins Regulatory and Government Affairs Division City of Collins �6r t�f� Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater Persons who will City staff who perform power washing, and their supervisor/manager. use this ESOP: A variety of City departments perform power washing. The employee Area of who power washes, and his/her supervisor/manager, will use the application: information in this SOP to guide their power washing, and supply purchasing, activities. Document I:\RGA Division\SOPs\ESOPs location: Revisions Rev. Date Description No. 001 002 Procedure Index 1.0 Purpose 2.0 Scope 3.0 Process 4.0 Training Requirements 5.0 References/Related Documents 6.0 Records Revision date: 10/19/2009 Page 1 of 3 City of Fort Collins Regulatory and Government Affairs Division Cityof `�rtCollins `�� Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater 1.0 Purpose 1.1 The purpose of this ESOP is to describe the appropriate methods of handling power washing wastewater. 2.0 Scope 2.1 The scope of this ESOP is limited to the description of the allowable methods of the disposal of power washing wastewater and the protection of the storm drainage system; the scope does not include specifics on how to power wash. 3.0 Process 3.1 Power washing wastewater must be prevented from running uncontrolled in the City's storm water system. The system includes streets, inlets, gutters, ponds, creeks, ditches, and the Poudre River. During the power washing activity, ensure the wastewater is controlled by the utilization of the natural slope of the land, or barriers such as inlet covers. Use of barriers on an impermeable surface also requires that the wastewater be vacuumed, collected, and disposed of properly. 3.2 General pollution prevention procedures: A. Use dry methods for surface pre -cleaning, such as using absorbent on small oil spots and sweeping up trash, debris, dirt, and used absorbent before power washing. B. Minimize the amount of water used during power washing activities. C. Avoid using cleaning products that contain hazardous substances (e.g., hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn wastewater into hazardous waste. 3.3 Prior to power washing, decide on one of the following methods of disposal: D. Landscape --power washing wastewater may be discharged to landscaped areas if the materials used and the material removed are not harmful to vegetation, there is no ponding, and there is no uncontrolled runoff to the stormwater system. E. Wastewater treatment system-- As long as the collected wastewater does not have an oil sheen, has a pH between 5 and 11, and does not contain any hazardous or toxic substances, the wastewater may be disposed of into the City's wastewater treatment system. w If you add anything to the wash water (ie—a cleaning agent) or if you have questions about the content of your power washing wastewater, Revision date: 10/19/2009 Page 2 of 3 2. Changes in the Work. The City reserves the right to independently bid any services rather than issuing work to the Service Provider pursuant to this Agreement. Nothing within this Agreement shall obligate the City to have any particular service performed by the Service Provider. 3. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall be initiated as specified by each written Work Order or oral emergency service request. Oral emergency service requests will be acted upon without waiting for a written Work Order. Time is of the essence. 4. Contract Period {Option 1) This Agreement shall commence upon the date of execution shown on the signature page of this Agreement and shall continue in full force and effect for one (1) year, unless sooner terminated as herein provided. In addition, at the option of the city, the Agreement may be extended for an additional period of one (1) year at the rates provided with written notice to the professional mailed no later than 90 days prior to contract end. 4. Contract Period. {Option 2] This Agreement shall commence , 200 and shall continue in full force and effect until 200 , unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement maybe extended for additional one year periods not to exceed ( ) additional one year periods. Renewals and pricing changes shall be negotiated by and agreed to by both parties. The Denver Boulder Greeley CPIU published by the Colorado State Planning and Budget Office will be used as a guide. Written notice of renewal shall be provided to the Service Provider and mailed no later than 90 days prior to contract end. 5. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without is fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within fifteen (15) days from the onset of such condition. STD SA WO rev07/09 City of Fort Collins Regulatory and Government Affairs Division City of F6rt Collins Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater please contact the industrial pretreatment office at 221-6938. .. Disposal into the City's wastewater treatment system may be done either by discharging directly to an inside drain, or by pump truck at the Drake wastewater treatment facility. Disposing by pump truck requires a waste hauler's permit, and a 5 cent/gallon fee will be charged. For fee information, or to obtain a permit, contact the industrial pretreatment office at 221-6938. F. Truck the waste to a different waste disposal facility. 3.4 Once wastewater has been collected, visible solids remaining in the collection area must be swept up to prevent future discharges to the storm drain. 3.5 A sewer manhole cover may not be removed for disposal to the wastewater system. 3.6 If you are working in an area that is serviced by a neighboring wastewater district, such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that district's industrial pretreatment coordinator before discharging to their system. 4.0 Training Requirements 4.1 The training requirement associated with this procedure is knowledge of the proper management of power washing wastewater. 5.0 References / Related Documents 5.1 http://www.cdphe.state.co.us/wq/PermitsUnit/PolicyandGuidance/powerwash.pdf 5.2 I:\RGA division\Illicit Discharge Program\Complaint Calls\pressure washinq\City power washing guidance.pdf 6.0 Records 6.1 The following records could be used to document activities performed: • Records of employee training with sign -in sheet. • List of power washing activities and departments responsible for conducting power washing. Revision date: Page 3 of 3 10/19/2009 For More Information Vehicle Fueling Name Description Address j Spills of gasoline and diesel fuel on the ground or on vehicles City, State during fueling can wash into a storm drain and cause water Phone j pollution. e-mail When services are contracted, this written procedure should be Possible Pollutants i provided to the contractor so they have the proper operational Metals procedures. In addition, the contract should specify that the Hydrocarbons contractor is responsible for abiding by all applicable municipal, Toxins state and federal codes, laws, and regulations. Good Housekeeping procedures Drip pans General Secondary containment . Fuel vehicles at approved locations (municipal fueling Automatic shutoff nozzles station or offsite fueling station). Signs • Provide spill kits near the municipal fueling location. Spill response plans Spill cleanup materials ■ If fuel is stored in an above -ground tank, store fuel in enclosed, covered tanks with secondary containment Dry cleanup methods (e.g., concrete barrier or double -walled tanks). Employee training Related Procedures All fuel tanks will be inspected per State and Federal regulations. Heavy Equipment/Vehicle Maintenance • Periodically inspect municipal fueling locations for the Outdoor Fleet Maintenance following: Spill Prevention and Response For above -ground tanks, inspect tank foundations, connections, coatings, tank walls, and piping systems. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank. ■ Check for spills and fuel tank overfills due to operator error. Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly. Report leaking vehicles to fleet maintenance. Page 1 of 3 Vehicle Fueling • Follow all posted warnings. • Ensure that the nozzle is properly inserted in the filler neck of the vehicle before dispensing any fuel. • Remain by the fill nozzle while fueling to ensure the nozzle stays in place. • Do not top off the tank of the vehicle once the nozzle has shut off the fuel. • Follow the procedures outlined in the Spill Prevention and Response Procedure to respond to any leaks or spills. • Clean fuel dispensing areas with absorbent material. • Never use water to clean up a spill. Mobile Fuel Truck • Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain inlets when transferring fuel and fueling a vehicle. • Use secondary containment when transferring fuel from the tank truck to the fuel tank. All gas cans must be placed in the secondary containment box/pan and remain on the ground when fueling. • Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete, the funnel should be dried with a rag or placed in a container to avoid dripping fuel on the ground. Employee Training • Train applicable employees who fuel vehicles on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who fuel vehicles. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle Fueling, August 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Fueling, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMPs: Municipal Vehicle Fueling, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June 18, 2009. Page 2 of 3 Optional Additional Resources Municipal codes and ordinances that relate to vehicle fueling. Locations of approved offsite fueling stations. Locations of nearby spill kits. Spill Prevention Control and Countermeasures Plan. Page 3 of 3 For More Information. Name Address City, State Phone e-mail Possible Pollutants Metals Toxins Solvents (degreasers, paint thinners, etc.) Antifreeze Brake fluid and brake pad dust Battery acid Motor oil Fuel (gasoline, diesel, kerosene) Lubricating grease Good Housekeeping Drip pans Tarps Covered outdoor storage areas Secondary containment Proper disposal of used fluids Spill cleanup materials Dry cleanup methods Employee training Related Procedures Heavy Equipment and Vehicle Maintenance Description Regular maintenance of municipal vehicles and equipment, or municipality -contracted vehicles and equipment prolongs the life of the municipality's assets and prevents the leaking of hazardous fluids commonly associated with normal wear and tear of vehicles and equipment. Potential pollutants generated at vehicle maintenance facilities include oil, antifreeze, brake fluid and cleaner, solvents, batteries and fuels. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures Maintenance activities should be performed inside a maintenance building unless the equipment is too large to fit inside or temporary repairs need to be made before the equipment can be moved to the maintenance building. Consult the Outdoor Fleet Maintenance procedure when it is necessary to perform repairs outside of the facility (breakdowns, service calls, etc.). Vehicle Storage Monitor vehicles and equipment closely for leaks and use drip pans as needed until repairs can be performed. Material Storage • When drip pans are used, check frequently to avoid Outdoor Fleet Maintenance . overtopping and properly dispose of fluids. Spill Prevention and Response • Drain fluids from leaking or wrecked vehicles and Street Sweeper Cleaning and from motor parts as soon as possible. Dispose of fluids Waste properly. Vehicle Fueling Vehicle Washing Vehicle Maintenance • Conduct routine inspections of heavy equipment and vehicles to proactively identify potential maintenance needs. • Perform routine preventive maintenance to ensure heavy equipment and vehicles are operating optimally. • Recycle or dispose of all wastes properly and promptly. • Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Body Repair and Painting • Whenever possible, conduct all body repair and painting work indoors. • Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight on the shop floor, then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer system. • Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size. • Do not use water to control over -spray or dust in the paint booth unless this wastewater is collected. This water should be treated and permission granted by the wastewater treatment plant prior to discharge into the sanitary sewer system. • Do not dispose of spray gun cleaner waste in the storm drain. • Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management • Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. • All hazardous wastes must be labeled and stored according to hazardous waste regulations. • Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers (for example, oil drip pans with used oil in them should not be placed next to the used oil tank). • Store new batteries securely to avoid breakage and acid spills. • Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. • Conduct periodic inspections of storage areas to detect possible leaks. Page 2 of 4 Do not wash or hose down storage areas except where wash water will enter the sanitary sewer as an approved discharge. Use dry clean-up methods whenever possible. Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain. • Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids. • Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. • When steam cleaning or pressure washing, only discharge wastewater to an oil/water separator connected to the sanitary sewer. • When using solvents to clean parts, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. • Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the sanitary sewer or storm sewer. Vehicle and Equipment Washing Vehicles should be washed in the municipality's vehicle and equipment wash area/ or taken to a commercial car wash. Employee Training • Train applicable employees who perform heavy equipment and vehicle maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform heavy equipment and vehicle maintenance. Records The following records could be used to document activities performed: • Record of any major spills and the action taken. • Records of employee training with sign -in sheet. • Heavy equipment and vehicle maintenance logs Page 3 of 4 References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to vehicle and equipment maintenance. Chemical purchasing policies. Loading and unloading bulk materials. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality's vehicle wash area. Spill Prevention Control and Countermeasures Plan. Page 4 of 4 :.:: ,�., ,.g„",. n"�„�' t.r.e +� a ..v �P, ..�,4he?,a w;t. }, yr� rk.�� war` 7 `TM , +�« x+«pa•% � in°r ?",-�r i•25 .. y,;P w.. PIRA e.,'i e.., .. 4y, January 9, 2009 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FHWA-1273 Electronic version -- March 10, 1994 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 6. Selection of Labor: During the performance of this contract, Page the contractor shall not: I. General.........................................................1 II. Nondiscrimination............................................1 III. Nonsegrated Facilities......................................3 IV. Payment of Predetermined Minimum Wage .......... 3 V. Statements and Payrolls...................................6 VI. Record of Materials, Supplies, and Labor.............6 VII. GeneralSubletting or Assigning the Contract ......... 7 Vill. Safety: Accident Prevention...............................7 IX. False Statements Concerning Highway Projects. ..7 X. Implementation of Clean Air Act and Federal Water Pollution Control Act................................8 XI. Certification Regarding Debarment, Suspension...... Ineligibility, and Voluntary Exclusion..................8 XII. Certification Regarding Use of Contract Funds for... Lobbying......................................................9 ATTACHMENTS A. Employment Preference for Appalachian Contracts (included in Appalachian contracts only) I. GENERAL 1. These contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superin- tendence and to all work performed on the contract by piecework, station work, or by subcontract. 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Required Contract Provisions. 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5.12: Section I, paragraph 2; Section IV, paragraphs 1, 2, 3, 4, and 7; Section V, paragraphs 1 and 2a through 2g. 5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the U.S. Department of Labor (DOL) as set forth in 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the DOL, or the contractor's employees or their representatives. a. discriminate against labor from any other State, possession, or territory of the United States (except for employment preference for Appalachian contracts, when applicable, as specified in Attachment A), or b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervised release, or probation. II. NONDISCRIMINATION (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) 1. Equal Employment Opportunity: Equal employment opportu- nity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, execu- tive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the State highway agency (SHA) and the Federal Government in carrying out EEO obligations and in their review of his/her activities under the contract. b. The contractor will accept as his operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, preapprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minority group employees. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the contractor to do the same, such imple- mentation violates Executive Order 11246, as amended.) c. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employ- ee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. January 9, 2009 c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimi- nation. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such com- plaints, and will take appropriate corrective action within a reason- able time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of appren- ticeship or training. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. c. The contractor will advise employees and applicants for employment of available training programs and entrance require- ments for each. d. The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures set forth below: a. The contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. 6. Early Termination by City/Notices. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Service Provider. Such notice shall be mailed at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to the following address: City Service Provider City of Fort Collins Attn: PO Box 580 Fort Collins, CO 80522 In the event of early termination by the City, the Service Provider shall be paid for services rendered to the termination date, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole right and remedy for such termination. 7. Contract Sum. This is an open-end indefinite quantity Agreement with no fixed price. The actual amount of work to be performed will be stated on the individual Work Orders. The City makes no guarantee as to the number of Work Orders that may be issued or the actual amount of services which will in fact be requested. 8. Payments. a. The City agrees to pay and the Service Provider agrees to accept as full payment for all work done and all materials furnished and for all costs and expenses incurred in performance of the work the sums set forth for the hourly labor rate and material costs, with markups, stated within the Bid Schedule Proposal Form, attached hereto as Exhibit "B", consisting of two (2) page[s], and incorporated herein by this reference. STD SA WO rev07/09 January 9, 2009 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS b. The contractors will submit an annual report to the SHA each d. In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability: making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA. 8. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. a. The contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under this contract. b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of DBE construction firms from SHA personnel. c. The contractor will use his best efforts to ensure subcon- tractor compliance with their EEO obligations. 9. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following completion of the contract work and shall be available at reason- able times and places for inspection by authorized representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following: (1) The number of minority and non -minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and (4) The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. If on -the - job training is being required by special provision, the contractor will be required to collect and report training data. III. NONSEGREGATED FACILITIES (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) a. By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agree- ment or purchase order, as appropriate, the bidder, Federal -aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establish- ments, and that the firm does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability. b. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive, or are, in fact, segregated on the basis of race, color, religion, national origin, age or disability, because of habit, local custom, or otherwise. The only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). c. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain such certifications in its files. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, which are exempt.) 1. General: a. All mechanics and laborers employed or working upon the site of the work will be paid unconditionally and not less often than once a week and without subsequent deduction or rebate on any account [except such payroll deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of Labor under the Copeland Act (40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary of Labor (hereinafter 'the wage determination") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage determination (including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH-1321) or Form FHWA-1495) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. For the purpose of this Section, January 9, 2009 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS contributions made or costs reasonably anticipated for bona fide Said Administrator, or an authorized representative, will issue a fringe benefits under Section 1(b)(2) of the Davis -Bacon Act (40 determination within 30 days of receipt and so advise the U.S.C. 276a) on behalf of laborers or mechanics are considered contracting officer or will notify the contracting officer within the 30- wages paid to such laborers or mechanics, subject to the provi- day period that additional time is necessary sions of Section IV, paragraph 3b, hereof. Also, for the purpose of this Section, regular contributions made or costs incurred for more e. The wage rate (including fringe benefits where appropriate) than a weekly period (but not less often than quarterly) under determined pursuant to paragraph 2c or 2d of this Section IV shall plans, funds, or programs, which cover the particular weekly be paid to all workers performing work in the additional period, are deemed to be constructively made or incurred during classification from the first day on which work is performed in the such weekly period. Such laborers and mechanics shall be paid classification. the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, 3. Payment of Fringe Benefits: without regard to skill, except as provided in paragraphs 4 and 5 of this Section IV. b. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein, provided, that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. c. All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorpo- rated by reference in this contract. 2. Classification: a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination. b. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met: (1) the work to be performed by the additional classification requested is not performed by a classification in the wage determination; (2) the additional classification is utilized in the area by the construction industry; (3) the proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) with respect to helpers, when such a classification prevails in the area in which the work is performed. c. If the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the additional classification or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and Hour Division, Employment Stan- dards Administration, Washington, D.C. 20210. The Wage and Hour Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. d. In the event the contractor or subcontractors, as appropriate, the laborers or mechanics to be employed in the additional classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. a. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor, as appropriate, does not make payments to a trustee or other third person, he/she may consider as a part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secre- tary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: a. Apprentices: (1) Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the DOL, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau, or if a person is employed in his/her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. (2) The allowable ratio of apprentices to journeyman -level employees on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage determination for the classification of work actually performed. In addition, any appren- tice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor or subcontractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (ex- pressed in percentages of the journeyman -level hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. (3) Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeyman -level hourly rate REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. (4) In the event the Bureau of Apprenticeship and Training, or a State apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees until an acceptable program is approved. b. Trainees: (1) Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evi- denced by formal certification by the DOL, Employment and Training Administration. (2) The ratio of trainees to journeyman -level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Any employee listed on the payroll at a trainee rate who is not regis- tered and participating in a training plan approved by the Employ- ment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classifica- tion of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. (3) Every trainee must be paid at not less than the rate specified in the approved program for his/her level of progress, expressed as a percentage of the journeyman -level hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman -level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. (4) In the event the Employment and Training Administration withdraws approval of a training program, the contractor or subcontractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Helpers: Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance proce- dure set forth in Section IV.2. Any worker listed on a payroll at a helper wage rate, who is not a helper under a approved definition, January 9, 2009 shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. 5. Apprentices and Trainees (Programs of the U.S. DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal - aid highway construction programs are not subject to the require- ments of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 6. Withholding: The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to Davis -Bacon prevailing wage requirements which is held by the same prime contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 7. Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen, or guards (including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic, watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a rate not less than one -and -one-half times his/her basic rate of pay for all hours worked in excess of 40 hours in such workweek. 8. Violation: Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for his/her unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7. 9. Withholding for Unpaid Wages and Liquidated Damages: REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other Federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in para- graph 8 above. V. STATEMENTS AND PAYROLLS (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural collectors, which are exempt.) 1. Compliance with Copeland Regulations (29 CFR 3): The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference. 2. Payrolls and Payroll Records: a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. b. The payroll records shall contain the name, social security number, and address of each such employee; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section 1(b)(2)(B) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appala- chian contracts, the payroll records shall contain a notation indicat- ing whether the employee does, or does not, normally reside in the labor area as defined in Attachment A, paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis Bacon Act, the contractor and each subcontractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs. c. Each contractor and subcontractor shall furnish, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, para- graphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely all of the information required to be maintained under paragraph 2b of this Section V. This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal stock number 029- 005-0014-1), U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. January 9, 2009 d. Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcon- tractor or his/her agent who pays or supervises the payment of the persons employed under the contract and shall certify the follow- ing: (1) that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete; (2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; (3) that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equivalent for the classification of worked performed, as specified in the applicable wage determination incorporated into the contract. e. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V. f. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 231. g. The contractor or subcontractor shall make the records required under paragraph 2b of this Section V available for inspec- tion, copying, or transcription by authorized representatives of the SHA, the FHWA, or the DOL, and shall permit such repre- sentatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA, the DOL, or all may, after written notice to the contractor, sponsor, applicant, or owner, take such actions as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1. On all Federal -aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in the units shown on Form FHWA-47. c. Furnish, upon the completion of the contract, to the SHA resident engineer on Form FHWA-47 together with the data required in paragraph 1 b relative to materials and supplies, a final January 9, 2009 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS labor summary of all contract work indicating the total hours or dangerous to his/her health or safety, as determined under worked and the total amount earned. construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 2. At the prime contractor's option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted. VII. SUBLETTING OR ASSIGNING THE CONTRACT 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percent- age if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organiza- tion (23 CFR 635). a. "Its own organization" shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime contractor. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract require- ments, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineer- ing services) as the SHA contracting officer determines is neces- sary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. Vill. SAFETY: ACCIDENT PREVENTION 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contract- ing officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepre- sentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJECTS 18 U.S.C. 1020 reads as follows: 'Whoever, bein g an officer, ag ent, or em ployee of the United States, or of any State or Ternto ry, or whoever, whether a person, association, fir m, o r corpor ation, knowingly m akes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or th e quantity or quality of the work performed or to be performed, or the cost thereof in connection with the sub mission of plans, m aps, specifications, contracts, or co sts of construction on any highway or related pr oject subm fitted for approval to the Secretary o f Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 21, 1916, (39 Stat. 355). as amended and supplemented; Shall be fined not more than $10,000 or imprisoned not more than 5 years or both." X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal -aid construction contracts and to all related subcontracts of $100,000 or more.) REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U.S.C. 1857 et seq., as amended by Pub.L. 91-604), and under the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et sect., as amended by Pub.L. 92-500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. 3. That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4. That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such require- ments. XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION 1. Instructions for Certification - Primary Covered Transac- tions: (Applicable to all Federal -aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective primary participant to furnish a certification or an explanation shall disquali- fy such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default. d. The prospective primary participant shall provide immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction," "principal," "proposal," and "volun- tarily excluded," as used in this clause, have the meanings set out January 9, 2009 in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations. f. The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certifi- cation Regarding Debarment, Suspension, Ineligibility and Volun- tary Exclusion -Lower Tier Covered Transaction," provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the nonprocure- ment portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the General Services Administration. I. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph f of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Primary Covered Transactions 1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b. Have not within a 3-year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1 b of this certification: and REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS d. Have not within a 3-year period preceding this applica- tion/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Covered Transac- tions: (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. C. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "primary covered transaction," "participant," "person," "principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the Nonprocurement List. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. January 9, 2009 I. Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Lower Tier Covered Transactions: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligi- ble, or voluntarily excluded from participation in this transaction by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employ- ee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continua- tion, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempt- ing to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly Payment shall be made by the City only upon acceptance of the work by the City and upon the Service Provider furnishing satisfactory evidence of payment of all wages, taxes, supplies and materials, and other costs incurred in connection with the performance of such work. 9. Liquidated Damages. OWNER and CONTRCTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in the work order, plus any extensions thereof allowed in accordance with Article 12 of the General conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amount set forth in each Work Order. 10. City Representative. The City's representative will be shown on the specific Work Order and shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the work requested. All requests concerning this Agreement shall be directed to the City Representative. 11. Independent Contractor. It is agreed that in the performance of any services hereunder, the Service Provider is an independent contractor responsible to the City only as to the results to be obtained in the particular work assignment and to the extend that the work shall be done in accordance with the terms, plans and specifications furnished by the City. 12. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Service Provider shall neither assign any responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the city. 13. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any STD SA WO rev07/09 of the services shall not be construed to operate as a waiver of any rights under the Agreement or of any cause of action arising out of the performance of this Agreement. 14. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with the highest degree of competence and care in accordance with accepted standards for work of a similar nature. b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use, and all workmanship shall be acceptable to City. C. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City -furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship/workwomanship for a period beginning with the start of the work and ending twenty-four (24) months from and after final acceptance under the Agreement, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to City. 15. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this agreement, such party may be declared in default thereof. 16. Remedies. In the event a party has been declared in default, such defaulting parry shall be allowed a period often (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail STD SA WO rev07/09 himself of any other remedy at law or equity. If the non -defaulting party commences legal or equitable actions against the defaulting party, the defaulting parry shall be liable to the non -defaulting party for the non -defaulting party's reasonable attorney fees and costs incurred because of the default. 17. Bindinq Effect. This writing, together with the exhibits hereto, constitutes the entire agreement between the parties and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representative, successors and assigns of said parties. 18. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever, brought or asserted for injuries to or death of any person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit "D", consisting of ( ) page[s], attached hereto and incorporated herein by this reference. The Service Provider before commencing services hereunder, shall deliver to the City's Director of Purchasing and Risk Management, P. O. Box 580, Fort Collins, Colorado 80522 one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the city. STD SA WO rev07/09 19. Entire Agreement. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties. Covenants or representations not contained in this Agreement shall not be binding on the parties. 20. Law/Severability, This Agreement shall be governed in all respect by the laws of the State of Colorado. In the event any provision of this Agreement shall be held invalid or unenforceable by any court of competent jurisdiction such holding shall not invalidate or render unenforceable any other provision of this Agreement. 21. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Service Provider represents and agrees that: a. As of the date of this Agreement: 1. Service Provider does not knowingly employ or contract with an illegal alien who will perform work under this Agreement; and 2. Service Provider will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the "e-Verify Program") or the Department Program (the "Department Program"), an employment verification program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Service Provider shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. C. Service Provider is prohibited from using the e-Verify Program or Department Program procedures to undertake pre -employment screening of job applicants while this Agreement is being performed. STD SA WO rev07/09 d. If Service Provider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall: 1. Notify such subcontractor and the City within three days that Service Provider has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 2. Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Service Provider shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. e. Service Provider shall comply with any reasonable request by the Colorado Department of Labor and Employment (the "Department") made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8- 17.5-102 (5), C.R.S. f. If Service Provider violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Service Provider shall be liable for actual and consequential damages to the City arising out of Service Provider's violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Service Provider violates this provision of this Agreement and the City terminates the Agreement for such breach. 22. Amendment 54. To the extent that this Agreement may constitute a "sole source government contract" within the meaning of Section 2(14.4) of Article XXVIII of the constitution of the State of Colorado, about which the City makes no representation, Section 15 of said Article XXVIII, which reads as follows, is hereby incorporated into this Agreement and made a part hereof: STD SA WO rev07/09 a. Section 15. Because of a presumption of impropriety between contributions to any campaign and sole source government contracts, contract holders shall contractually agree, for the duration of the contract and for two years thereafter, to cease making, causing to be made, or inducing by any means, a contribution, directly or indirectly, on behalf of the contract holder or on behalf of his or her immediate family member and for the benefit of any political party or for the benefit of any candidate for any elected office of the state (of Colorado) or any of its political subdivisions. 23. Special Provisions. Special provisions or conditions relating to the services to be performed pursuant to this Agreement are set forth in Exhibit - Project Specifications -Section 02000, consisting of thirty seven pages (37), Details — Section 03000, consisting of sixty eight (68) pages and Federal Requirements, consisting of nine (9) pages, attached hereto and incorporated herein by this reference. STD SA WO rev07/09 Bidders must be properly licensed and secure necessary permits wherever applicable. Bidders not responding to this bid will be removed from our automated vendor listing for the subject commodities. The City may elect where applicable, to award bids on an individual item/group basis or on a total bid basis, whichever is most beneficial to the City. The City reserves the right to accept or reject any and all bids, and to waive any irregularities or informalities. Sales prohibited/conflict of interest: no officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision - making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity, favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited. Freight terms: unless otherwise noted, all freight is F.O.B. Destination, Freight Prepaid. All freight charges must be included in prices submitted on proposal. Discounts: any discounts allowed for prompt payment, etc., must be reflected in bid figures and not entered as separate pricing on the proposal form. Purchasing restrictions: your authorized signature of this bid assures your firm's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing Office or the City Clerk's Office. Request Resolution 91-121 for cement restrictions. Collusive or sham bids: any bid deemed to be collusive or a sham bid will be rejected and reported to authorities as such. Your authorized signature of this bid assures that such bid is genuine and is not a collusive or sham bid. Bid results: for information regarding results for individual bids send a self-addressed, self -stamped envelope and a bid tally will be mailed to you. Bid results will be posted in our office 7 days after the bid opening. James B. O'Neill ll, CPPO, FNIGP Director of Purchasing and Risk Management CITY OF FORT COLLINS, COLORADO a municipal corporation By: James B. O'Neill II, CPPO Director of Purchasing and Risk Management Date: Gti111119*35 City Clerk APPROVED AS TO FORM: Assistant City Attorney [INSERT CORPORATIONS NAME] or [Insert Partnership name] or [Insert individual's name] Doing business as [Insert name of business] By: Print Name Title Corporate President or Vice President Date: ATTEST Corporate Secretary STD SA WO rev07/09 (Corporate Seal) EXHIBIT "A" WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND DATED: Work Order Number: Purchase Order Number: Project Title: Commencement Date: Completion Date: Maximum Fee: (time and reimbursable direct costs): Project Description: Scope of Services: User Acceptance Service Provider agrees to perform the services Service Provider identified above and on the attached forms in accordance with the terms and conditions By: contained herein and in the Professional Services Agreement between the parties. In the event of a Date: conflict between or ambiguity in the terms of the Professional Services Agreement and this work order (including the attached forms) the City of Fort Collins Professional Services Agreement shall control. By: The attached forms consisting of _ (_) pages Director of Purchasing and Risk Management are hereby accepted and incorporated herein, by (over $60,000.00) this reference, and Notice to Proceed is hereby Date: given. EXHIBIT " " INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: "The insurance evidenced by this Certificate will not be cancelled or materially altered, except after ten (10) days written notice has been received by the City of Fort Collins." In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $500,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. EXHIBIT " " Special Provisions SECTION 02000 PROJECT SPECIFICATIONS The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction', 2005, and the current Larimer County 'Urban Area Street Standards', (hereafter referred to as the 'Standard Specifications") are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections shall govern_ INDEX OF REVISIONS SECTION 104 Traffic and Parking Control 105 Cooperation Between Contractors 105 Inspection of Work 105 Maintenance During Construction 107 Protection and Restoration of Property and Landscape 201 Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Borrow 208 Erosion Control and Inlet Protection 210 Reset Structures 212 Seeding, Fertilizer, and Sodding 304 Aggregate Base Course 403 hot Bituminous Pavement — Temporary Patching 604 Inlets 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Ramps and Concrete Pavement 626 Mobilization 630 Traffic Control Devices REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows: Subsection 104.04 shall include the following. It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date and times that the message on the sign is in effect. (For example, if a street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., PATCHING.) See sample "NO PARKING" sign. "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean up operations completed. All information on the "NO PARKING" signs, with the exception of the date, shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. Any work done by the Contractor without traffic control will not be paid for under the terms of this Contract. The Contractor will not be paid for traffic control costs incurred during Contractor caused delays. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the City Representative will meet to discuss the progress of the work and the placement of traffic control devices including "NO PARKING" signs. Any necessary adjustments shall be made. The Contractor shall also review at this time with the City Representative the proposed means of handling parking and traffic control for upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of this work. At the above referenced meeting, the quantity of traffic control devices used that day shall be agreed upon by the Contractor and the City Representative. The Contractor shall utilize forms approved by the City for the tabulation of Traffic Control Devices utilized. The Contractor shall maintain access at all times to all businesses within the project. Any changes in the traffic control, including additional signs, barricades, and/or flaggers needed in the field shall be immediately implemented as directed by the City Representative. The cost for traffic control is covered in "Revision of Section 630, Traffic Control Devices" found herein. Project Specifications Page 1 of 36 NO PARKING Md July 7 70000 AM - 6mmOO PM PATCHING Project Specifications Page 2 of 36 REVISION OF SECTION 105 COOPERATION BETWEEN CONTRACTORS Section 105 of the Standard Specifications is hereby revised as follows: Subsection 105.07 shall include the following: Concrete construction and/or reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors. The existing traffic signal loop detectors shall be removed by the contractor at no additional cost. New loop detectors may be installed at other intersections where they do not now exist. New and replacement loop detectors will be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of new loop detectors. Also, the Contractor shall coordinate with the City Traffic Division to insure that any cleanup required after the installation of the loop detectors will be completed before concrete placement operations begin. Project Specifications Page 3 of 36 REVISION OF SECTION 105 INSPECTION OF WORK Section 105 of the Standard Specifications is hereby revised as follows: Subsection 105.11 shall include the following: The Contractor shall keep the City Representative informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the City Representative a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the City Representative from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the City Representative or that payment therefore has been included in the progress estimate. Project Specifications Page 4 of 36 REVISION OF SECTION 105 MAINTENANCE DURING CONSTRUCTION Section 105 of the Standard Specifications is hereby revised as follows: Subsection 105.14 shall include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left unclean after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area. The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the streets. All sweeping and clean up equipment shall be approved by the City Representative prior to the commencement of work. The Contractor shall maintain the streets during the construction process as prescribed above. If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor sufficient funds to cover the Owner's cost to provide said service. All cost of maintaining the work during construction and before the project is accepted will not be paid for separately, but shall be included in the work. Project Specifications Page 5 of 36 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.12 shall include the following: The fact that any underground facility - sprinkler systems, utility services, etc. - is not shown on the plans, details or construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such underground improvements which may be subject to such damage by reason of his operations. Any pruning of vegetation shall require the written permission of the property owner and/or the City Representative. If the area to be repaired is five (5) inches or less in width, the Contractor shall clean the area of all debris (i.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and place (see below) and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other method approved by the City Representative. For concrete repair locations, the placement of topsoil (backfill) shall be completed within two (2) working days of the placement of the concrete. The topsoil shall consist of loose friable loam reasonably free of admixtures of subsoil, refuse, stumps, roots, rocks, brush, weeds, heavy clay, hard clods, toxic substances or other material which would be detrimental to the proper development of vegetative growth. The material to be utilized shall be approved by the City Representative prior to placement. The topsoil shall be in a relatively dry state and placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles and contours shall be maintained. If any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and prepare the area along the entire length of the repair location as stated above to a minimum of one (1) foot, place sod over the entire area, water once, and notify the property owner in writing of the nature of the work that has taken place and that the sod will be watered only once. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place and the fact that the sod will be watered only once. The minimum overall width of the area to be sodded shall be one (1) foot. For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and protected from damage by the contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Project Specifications Page 6 of 36 CITY OF FORT COLLINS BID PROPOSAL BID 7114 Miscellaneous Concrete Annual BID OPENING: February 25, 2010, 3:00 p.m. (our clock) WE HEREBY ENTER OUR BID FOR THE CITY OF FORT COLLINS' REQUIREMENTS FOR MISCELLANEOUS CONCRETE ANNUAL PER THE BID INVITATION AND ANY REFERENCED SPECIFICATIONS: The Contractor must provide all equipment, labor and materials deemed necessary to remove, haul, backfill, compact, install and patch concrete curb, gutter, sidewalk, pedestrian access ramps, concrete pavement, aprons, crosspans, trails, and inlets for various City departments. Needed services during the contract period will be requested through issuance of work orders. There is no guaranteed minimum amount of services to be ordered. No work order exceeding $75,000 will be issued. The City reserves the right to supply any or all materials. This contract is a one year contract with 4 optional years to renew and shall be administered by the Engineering Department, but may and will be utilized by other City Departments. SCOPE OF WORK GENERAL A. This bid will be for various jobsites, as required by City Departments and should not be construed as one site. Each jobsite will be based on isolated locations which are separated by more than 1 city block. Needed services during the contract period will be requested through issuance of work orders. No work order exceeding $75,000 will be issued. B. The Contractor must provide all labor, materials and equipment, including traffic control and barricading to accomplish the work in accordance with City standard specifications. Replacement of curb, gutter and sidewalk shall match existing, i.e., vertical curb shall be replaced with vertical curb, etc., or as directed by Engineer or Project Manager. C. Contractor must maintain a local telephone number, and must be able to be reached by telephone and facsimile transmissions during prescribed business hours (8 hours per each 24 hour working period - Monday through Friday). Contractor will respond to all City non -emergency telephone transmissions in a reasonable time (Generally meaning within 24 hours on the next working day). D. The City may use this contract for federally funded work. Federal Requirements will be added for each work order when being paid with federal funds. For each work order, Force Account Labor Rates will be used if higher than current Davis Bacon Wages published by the US Department of Labor. 2. COMPLIANCE STANDARDS A. Contractor must refer to the Larimer County Urban Area Street Standards (LCUASS) latest edition. These documents are available on the internet at www.larimer.org. REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced at the Contractor's expense, within three (3) working days from the date of damage. In areas where the City Representative directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod and sprinkler relocation will be provided by the City under separate contract. All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense unless a written waiver is obtained from the property owner and submitted to the City Representative. Re -sodded lawns shall be watered once by the Contractor. All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns damaged by construction operations, other than concrete repair, shall take place within three (3) working days from the date of damage. In areas where the City Representative directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the work being done and shall not be measured and paid for separately. Project Specifications Page 7 of 36 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows: Subsection 201.03 shall be amended to include the following: When any tree roots are encountered during construction operations, the Contractor shall notify the City Representative prior to any root removals. The City Representative and the City Forester's representative shall then make a determination regarding removal. Tree roots shall be removed with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the removal of tree roots. Project Specifications Page 8 of 36 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS DESCRIPTION This work consists of sawing and cutting to facilitate controlled breaking, and removal of concrete and asphalt. CONSTRUCTION REQUIREMENTS Subsection 202.02 is revised to include the following: Sawing of concrete and asphalt shall be done to a true line, with a vertical face, unless otherwise specified. Saw cut shall be full depth or as directed by the City Representative. Residue from sawing shall be removed by the Contractor at the earliest opportunity or no later than the end of the day of sawing. Residue will not be allowed to run through the gutter flow line for more than 100'. The Contractor shall prevent tracking of the residue onto the roadway or walkway, and shall prevent discharge into the storm drainage system. See Section 208 "Erosion Control And Inlet Protection" contained herein. Subsection 202.03 is revised to include the following: Flagstone sidewalk shall be salvaged to the maximum extent feasible. All flagstones shall become the property of the City of Fort Collins and shall be hauled by the contractor and delivered to the City's site located at 1500 Hoffman Mill Road. This item will not be measured or paid for separately, but shall be considered incidental to the related removal item. METHOD OF MEASUREMENT Subsection 202.11 is revised to include the following: Sawing shall be measured by the lineal foot. This item shall only be used where the City Representative directs sawing not already being paid under another item. Sawcutting related to the removal items described herein shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be paid for separately. BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment will be made under: Pay Item Unit 202.01 Sawcut Concrete/Asphalt (0" - 4") LF 202.02 Sawcut Concrete/Asphalt (4" - 6") LF 202.03 Sawcut Concrete/Asphalt (6" - 8") LF Project Specifications Page 9 of 36 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 202.04 Sawcut Concrete/Asphalt (8" - 10") LF 202.05 Sawcut —Additional 1 "Depth LF 202.06 Remove Concrete Sidewalk SF 202.07 Remove Concrete Curb and Gutter LF 202.08 Remove Monolithic Curb, Gutter and Sidewalk SF 202.09 Remove Concrete Driveway/Apron/Crosspan SF 202.10 Remove Concrete Pavement - 10" SF 202.11 Remove Concrete Pavement Additional 1" Depth SF 202.12 Remove Asphalt — 6" SF 202.13 Remove Asphalt -Additional 1" Depth SF 202.14 Remove Inlet Each 202.15 Remove and Haul Driveway Fillet Each 202.16 Remove Flagstone SF The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Removal of Structures and Obstructions as specified in these specifications, as shown on the plans, and as directed by the City Representative. Project Specifications Page 10 of 36 REVISION OF SECTION 203 EXCAVATION AND BORROW DESCRIPTION This work shall consist of removing and disposing of the existing base or other material, preparing the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the City Representative. All excavation will be classified "General Excavation", as hereafter described. The Contractor shall be responsible for disposal of all excavated material. CONSTRUCTION REQUIREMENTS Subsection 203.04 is revised to include the following: General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The excavation will be accomplished in the following manner: General Excavation: The areas to be removed will be marked on the surface by the City Representative with paint. If, in the opinion of the City Representative, the subgrade material is unsuitable, it shall be removed to the limits and depths designated. Where excavation to the finished grade section results in a subgrade of unsuitable soil, the City Representative may require the Contractor to remove the unsuitable materials and backfill to the finished grade section with approved material. After the material has been removed to the depth specified by the City Representative, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller and/or other compaction equipment as approved by the City Representative. Borrow: Borrow shall be placed as directed by the City Representative. The cost for compaction shall be included in the Contract Unit Price for Borrow. The material required for a specific location shall be Class 1 Pit Run or other material as directed by the City Representative Load slips shall be consecutively numbered for each day, and submitted to the City Representative daily. Project Specifications Page 11 of 36 REVISION OF SECTION 203 EXCAVATION AND BORROW METHOD OF PAYMENT Subsection 203.13 shall include the following: The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Borrow will be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately, but shall be included in the contract unit price for Borrow. The Contractor and the City Representative shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the City Representative to measure any work and perform other work that would prevent the City Representative from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the City Representative. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard. Subgrade preparation, haul and disposal will not be measured and paid for separately. The accepted quantities of Borrow will be paid for at the contract unit price per ton. Compaction and haul will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 shall include the following: Payment will be made under: Pay Item Unit 203.01 Excavation — General Less Than 50 CY CY 203.02 Excavation — General Over 50 CY CY 203.03 Excavation — Walls Only CY 203.04 Excavation — New Inlet Each 203.05 Borrow - Less Than 100 Ton Ton 203.06 Borrow — Over 100 Ton Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Excavation and Borrow including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading and disposal of unusable materials, as shown on the plans, as specified in these specifications, and as directed by the City Representative. Project Specifications Page 12 of 36 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION DESCRIPTION This work shall consist of constructing, installing, maintaining, and removing when required, erosion control measures throughout the construction period to prevent or minimize erosion and sediment transport and pollution of any federal and state waters, including wetlands. The work shall conform to all applicable municipal, state, and federal codes, laws, and regulations including the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (2005) and The City of Fort Collins Storm Drainage Design Criteria and Construction Standards (Revised 1999). Also see Section 04000 The City of Fort Collins Environmental Standard Operating Procedures (ESOP) and Standard Drawings contained herein. CONSTRUCTION REQUIREMENTS Section 208.03 is revised to include the following: All erosion control measures shall be installed and maintained when necessary or as approved by the City Representative. Sawcutting Residue from sawing shall be removed by the Contractor at the earliest opportunity or no later than the end of the day of sawing. Residue will not be allowed to run through the gutter flow line for more than 100 lineal feet. The Contractor shall prevent tracking of the residue onto the roadway or walkway, and shall prevent discharge into the storm drainage system. Inlet filters All storm drainage system inlets shall be filtered unless better treatment is available. These methods are applicable to existing and proposed drain systems that will be operational before the drainage basin is stabilized. Drop Inlets Drop inlets in unpaved areas shall be filtered with straw bales anchored with wooden stakes as shown in Figure D-23. Drop Inlets in paved areas shall have gravel filters Figure D-24 Materials other than straw bales must be demonstrated to provide the same level of treatment before acceptance by The City of Fort Collins. Straw Bales Straw bales shall be placed in a single row tightly butted end -to -end or overlapped and staked. The bales shall be installed to a minimum depth of four inches. After bales are installed and staked, loose straw will be wedged between bales and soil shall be backfilled three inches against the filter. Curb -opening Inlets Curb -opening Inlets shall be filtered with a combination of concrete blocks, 1/2 — inch wire screen and coarse gravel (3/4 — inch) constructed according to Figure D-25 or as approved by the City Representative. Project Specifications Page 13 of 36 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Maintenance All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Removed sediments shall be deposited in an area tributary to a sediment basin. Sediments shall be removed immediately from the traveled way of roads and streets. METHOD OF PAYMENT Subsection 207.04 is revised to include the following: Payment will be made for one (1) each inlet protection device per location. When a protection device is installed at a new location, whether protection device is new or has been relocated, an additional payment will be made for the protection of the location. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be paid for separately. Concrete/truck washout area is considered incidental to the work and shall not be paid for separately. BASIS OF PAYMENT Subsection 208.08 is revised to include the following: Payment will be made under: Pay Item 208.01 Curb Inlet Filter - Gravel 208.02 Area Inlet Filter - Gravel 208.03 Area Inlet Filter — Straw Bales Unit EA EA EA The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for installation maintenance and removal of Erosion Control and Inlet Protection devices, as shown on the plans, as specified in these specifications and as directed by the City Representative. Project Specifications Page 14 of 36 REVISION OF SECTION 210 RESET STRUCTURES DESCRIPTION This work consists of adjusting manholes and valve boxes, and removing and resetting or adjusting flagstone, brick pavers and related materials. CONSTRUCTION REQUIREMENTS Subsection 210.02 is revised to include the following: The existing flagstone and pavers shall be salvaged and reset on compacted base. The elevation of the flagstone and pavers shall match as closely as possible the surface treatment of the surrounding existing area. All flagstones and pavers shall be carefully removed, stored, reinstalled, or adjusted in a manner that will avoid loss or damage. Flagstone and pavers shall be salvaged to the maximum extent feasible. All flagstone and pavers shall become the property of the City of Fort Collins and shall be hauled by the contractor and delivered to the City's site located at 1500 Hoffman Mill Road. This item will not be measured or paid for separately, but shall be considered incidental to the related removal item. Cutting of pavers, when necessary, shall be accomplished with a double bladed splitter or a masonry saw. The saw shall be a "wet saw" type saw to inhibit dust when cutting the pavers. Pavers shall be cut such that tight spaced joints are maintained. The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as shown on the plans or as directed by the City Representative. Sufficient sand should be placed to stay ahead of laid pavers. The Contractors shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator shall be in accordance with manufacturer's recommendations, or as directed by the City Representative. All pavers that are damaged during embedment shall be replaced at the Contractor's expense. Joint spacing between paver units shall be in accordance with the manufacturer's recommendations, or as approved by the City Representative. Joints shall be filled completely with joint sand. Excess sand shall be removed by sweeping. METHOD OF MEASUREMENT Subsection 210.12 is revised to include the following: The unit price for Resetting Brick Pavers and Resetting Flagstone shall include all work associated with resetting the brick pavers including sawing, grading, compacting, and sand. Project Specifications Page 15 of 36 REVISION OF SECTION 210 RESET STRUCTURES BASIS OF PAYMENT Payment will be made under: Pay Item Unit 210.01 Reset Flagstone SF 210.02 Reset Brick Pavers SF 210.03 Adjust Manhole Each 210.04 Adjust Valve Box Each The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Reset Structures, complete -in -place, including compaction and materials, as shown on the plans, as specified in these specifications, and as direction by the City Representative. Project Specifications Page 16 of 36 B. The Contractor must submit concrete mix designs for approval by the City Engineering Department prior to starting work. The City may require the Contractor to use rapid set concrete. C. The Contractor must be licensed with the City of Fort Collins and shall comply with all applicable Federal, State and Local Laws and regulations for the duration of the contract. D. All asphalt patching shall be performed in accordance with the current City specifications and by a contractor licensed with the City of Fort Collins. 3. SERVICE AGREEMENT AND INSURANCE A. Contractor must enter into the attached services agreement and provide the required insurance (Exhibit "B"). This agreement is effective for one year from the date on the service agreement. At the option of the City, the Agreement may be extended for additional one year periods not to exceed four (4) additional one year periods. Pricing changes shall be negotiated by and agreed to by both parties and may (unless approved in writing) not exceed the Denver - Boulder CPI-U as published by the Colorado State Planning and Budget Office. Written notice of renewal shall be provided to the Service Provider and mailed no later than ninety (90) days prior to contract end. 4. WORK ORDER PROCEDURE A. All job estimates must be submitted on a unit price basis consistent with the prices established in the Bid Schedule section. B. Contractor will invoice for all jobs completed on a unit price basis with the prices established in the Bid Schedule section. C. Work order number must be included on the billing invoices. D. All jobs must begin within a ten (10) day period following issue of a work order. Each work order shall be signed and returned to the issuing department within 48 hours. If the low responsive, responsible bidder cannot meet this performance specification, the City has the right to offer the project to the next lowest responsive, responsible bidder according to prices listed from their submitted bid schedule. Exceptions to this policy will be made for inclement weather preventing a timely response by the Contractor (a one -day extension for each day of bad weather will be given), or a previous understanding between the Contractor and the City's departmental representative allowing more flexibility with regard to the individual project. It will be the Contractor's responsibility to make these arrangements with the City's representative. REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING DESCRIPTION This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance with these specifications, accepted horticulture practice, and in reasonably close conformity with the locations and details shown on the plans or as designated. This work shall not include locations of concrete repair in which grade changes and additional work does not occur. See "Protection and Restoration of Property and Landscape" found herein. CONSTRUCTION REQUIREMENTS Subsection 212.02 is revised to include the following: Topsoil Topsoil shall conform to the requirements of "Protection and Restoration of Property" found herein. Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the City Representative. The 1 % allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish. Said sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. Subsection 212.05 is revised to include the following: Sodding: (a) Soil Preparation. The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist) and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean and vertical. Sticks, stones, debris, and other similar material more than '/2 inch in diameter shall be removed. Any objectionable depressions or other variances from a smooth grade shall be corrected. (b) Topsoil Placement. Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The amount of compaction required shall be as directed by the City Representative. (c) Sod Placement. The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place and that the sod will only be watered once. Project Specifications Page 17 of 36 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING METHOD OF MEASUREMENT Subsection 212.07 is revised to include the following: Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but will not be measured and paid for under the terms of this contract. No measurement for payment shall be made for re -sodding lawn damaged by the Contractor adjacent to new concrete, when the grade of the existing lawn reasonably matches the grade of the new concrete. Re -sodding in this instance shall be considered incidental to the work being performed. BASIS OF PAYMENT In areas where the City Representative directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, water, and work involved in Seeding, Fertilizer and Sodding shall be considered incidental to the work being done and shall not be measured and paid for separately. Project Specifications Page 18 of 36 REVISION OF SECTION 304 AGGREGATE BASE COURSE DESCRIPTION This work consists of furnishing and placing one or more courses of aggregate base, recycled concrete and/or recycled asphalt on a prepared subgrade. CONSTRUCTION REQUIREMENTS Subsection 304.02 is revised to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled asphalt or recycled concrete may be substituted for Aggregate Base Course at any time as directed by the City Representative. The contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. Load slips shall be consecutively numbered for each day, and submitted to the City Representative daily. METHOD OF MEASUREMENT Subsection 304.07 is revised to include the following: Aggregate Base Course, Recycled Concrete Base, and Recycled Asphalt Base will be measured by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured and paid for separately, but shall be included in the contract unit price for Aggregate Base Course. The accepted quantities for Aggregate Base Course, Recycled Concrete Base, and Recycled Asphalt Base will be paid for at the contract unit price per ton. Aggregate Base Course, Recycled Concrete, and Recycled Asphalt used for incidentals such as temporary patching, wash pits, form board reinforcement, and storm water protection will not be measured and paid for under this item, but shall be considered incidental to the work. Contractor and City Representative shall agree to the total tonnage and waste per day. Failure to protect open excavations or any other use not directly related to the work shall not be measured or paid for separately but shall be included in the Work. BASIS OF PAYMENT Payment will be made under: Pay Item Unit 304.01 Aggregate Base Course Ton 304.02 Recycled Concrete Base Ton 304.03 Recycled Asphalt Base Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of Aggregate Base Course, complete -in -place, including haul and water, as shown on the plans, as specified in these specifications, and as directed by the City Representative. Project Specifications Page 19 of 36 REVISION OF SECTION 403 HOT BITUMINOUS PAVEMENT — TEMPORARY PATCHING DESCRIPTION This work consists of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access, until such time as the permanent repair can be made. CONSTRUCTION REQUIREMENTS In all concrete repair locations, the Contractor shall remove no more than six (6) inches of asphalt pavement width. The pavement areas shall be temporarily patched with a minimum of two (2) inches of hot mix asphalt, up to a maximum depth of six (6) inches. These locations shall be paid under the Contract Unit Price for Temporary Patching. Prior to installation of the temporary asphalt patching the Contractor shall use a bond breaking material approved by the City Representative which shall be applied to the face of the new concrete adjacent to the temporary patch installation. METHOD OF MEASUREMENT Subsection 403.04 is revised to include the following: The accepted quantities for Temporary Patching will be paid for at the Contract Unit Price per Ton. Pavement cutting, excavation, subgrade preparation, concrete bond break, haul, disposal, and bituminous materials will not be measured or paid for separately, but shall be included in the contract price for Temporary Patching. Load slips shall be consecutively numbered for each day and shall include the batch time. BASIS OF PAYMENT Subsection 403.05 is revised to include the following: Payment will be made under: Pay Item Unit 403.01 Temporary Asphalt Patching Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Temporary Patching, including pavement cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the City Representative. Project Specifications Page 20 of 36 REVISION OF SECTION 604 INLETS DESCRIPTION This work shall consist of the removal and replacement of existing inlets or inlet decks, and installation of new inlets in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the plans or established by the City Representative. CONSTRUCTION REQUIREMENTS As part of the "Reconstruct Inlet Deck" items, the concrete around the inlet as marked shall be removed and hauled from the site. The existing frame, grate, and angle iron face shall be salvaged and reused in the reconstruction of the inlet deck. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the detail found herein. Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk underdrains, mid -block ramps, radius points at intersections, and other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint material must be set vertical, full depth, and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18 METHOD OF PAYMENT Reconstruct Inlet Deck shall include the deck reconstruction of existing inlets, including two, three and a half foot (3.5') transitions, measured from inside face of box, on each side. Inlets with openings greater than those defined on the detail shall be paid for as Reconstruct Inlet Deck, per each, plus Inlet Deck - Additional Opening, per lineal foot. When concrete is to be removed and replaced around an existing grate without disturbing the deck or box, this shall not constitute Reconstruct Inlet Deck. These locations shall be measured and paid for separately under the items described in Revision of Sections 608 and 609 - Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Ramps and Concrete Pavement found herein. If the frame, grate, bonnet or angle iron face cannot be salvaged, the City will provide the replacement material for all inlet types. In the event the City cannot provide material for the Modified Type 13 Curb Inlets, the Contractor shall supply new material. This item shall include the frame, grate and adjustable curb bonnet (East Jordan Iron Works 7030 or Equivalent Material) and will be paid as "Modified Type 13 Curb Inlet - Materials Only". This item will be paid in addition to the "Remove & Replace" or "Reconstruct Deck" inlet. All inlet depths shall be assumed three (3) foot measured from adjacent curb flow line to pipe invert. Additional depth will be paid under the inlet line item - "Additional Foot Depth". Expansion and Caulking shall be paid under Item 608.43 Expansion and Caulking. Concrete washout/truck washout shall be considered incidental to the work and shall not be paid for separately. See Section 208 and Section 4000 contained herein. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be paid for separately. Project Specifications Page 21 of 36 REVISION OF SECTION 604 INLETS BASIS OF PAYMENT Subsection 604.07 is revised to include the following: Payment will be made under: Pay Item Unit 604.01 Install New Area Inlet EA 604.02 Area Inlet - Additional Foot Depth LF 604.03 Reconstruct Area Inlet Deck — Remove and Replace EA 604.04 Reconstruct Area Inlet Deck - Additional Foot Opening — Remove and Replace LF 604.05 Reconstruct Catch Basin Deck - Remove and Replace EA 604.06 Reconstruct Catch Basin Deck Additional Foot Opening — Remove and Replace LF 604.07 Install New Curb Inlet — 4' Opening EA 604.08 Curb Inlet — Additional Foot Depth LF 604.09 Reconstruct Curb Inlet Deck — Remove and Replace LF 604.10 Reconstruct Curb Inlet Deck — Additional Foot Opening — Remove and Replace LF 604.11 Install New Type R Inlet — 5' Opening EA 604.12 Type R Inlet - Additional Foot Depth LF 604.13 Reconstruct Type R Inlet Deck — Remove and Replace LF 604.14 Reconstruct Type R Inlet Deck — Additional Foot Opening — Remove and Replace LF 604.15 Install New Modified Type 13 Curb Inlet (includes new Frame, Grate, and Adjustable Bonnet) EA 604.16 Modified Type 13 Curb Inlet — Additional Foot Depth LF 604.17 Reconstruct Modified Type 13 Curb Inlet Deck — Remove and Replace (East Jordan Iron Works 7030 or Equivalent Material) EA 604.18 Reconstruct Modified Type 13 Curb Inlet Deck — Additional Foot Opening — Remove and Replace LF Project Specifications Page 22 of 36 REVISION OF SECTION 604 INLETS 604.19 Modified Type 13 Curb Inlet — Materials Only (Frame, grate and Adjustable Curb Bonnet East Jordan Iron Works 7030 or equivalent) EA 604.20 Concrete Sidewalk Culvert EA 604.21 Metal Sidewalk Culvert 5/8" Plate EA 604.22 Additional Square Foot 5/8" Plate SF The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Inlets, including demolition, disposal, reinforcement and replacement, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the City Representative. Project Specifications Page 23 of 36 REVISION OF SECTION 608 & 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, RAMPS AND CONCRETE PAVEMENT DESCRIPTION Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the Larimer County Urban Area Street Standards, October 2002, except as noted herein. CONSTRUCTION REQUIREMENTS Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In these cases the design may be modified by the City Representative. The finished exposed surface and edging of the concrete will match as closely as possible the surface treatment of the surrounding existing concrete. The mix designs for all types of concrete to be utilized shall be determined by the Contractor and submitted to the City Representative and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85, Type I, Type 1/11, or Type III. The air content shall be five (5) to eight (8) percent. "High Early" concrete shall be used for all concrete repair locations. "High Early" concrete shall have a specified compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete used for a particular location shall be approved by the City Representative. See also Section 10.5.2 'Rigid Pavement Design' and Section 22.5.6 'Portland Cement Concrete Pavement' of the Larimer County Urban Area Street Standards. Water Reducing Agents shall conform to ASTM C 494-82. Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating agent. The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip and a copy of the batch weights shall accompany each concrete ticket. Concrete delivered without a load slip or batch weights containing complete information as specified will be subject to rejection. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of 8" or a thickness of 1" thicker than the existing adjacent pavement slab. Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut through the entire pavement thickness. The subgrade plane shall not vary more than '/2 inch in ten (10') feet. All concrete pavement joints shall be sealed with an asphalt filler compound, or approved equal. The top of the new pavement shall be even with the existing concrete pavement and the concrete placement shall be consolidated with a mechanical vibrator. Project Specifications Page 24 of 36 REVISION OF SECTION 608 & 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, RAMPS AND CONCRETE PAVEMENT All construction joints shall be doweled except for expansion joints and joints along existing curb and gutter. Dowels shall be 16" smooth #5 bars. The dowels shall be placed in drilled holes, 12" OC. Dowels shall fit snugly into 8" deep drilled holes, or shall be epoxy grouted. The maximum spacing for transverse joints in crosspans and concrete pavement shall be ten (10) feet or as approved by the City Representative. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall conform to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be 150 sq. ft./gal. for all concrete. The curing compound shall be applied immediately upon completion of the finishing. Restoration of landscape shall be in accordance with "Revision of Section 107 - Protection and Restoration of Property and Landscape" found herein. The time frame for restoration shall be within two (2) working days from the time the concrete was placed for backfill with topsoil, and by no later than the end of the first working day of the following week for sod replacement. Forms shall be installed the full depth of the concrete placement or as approved by the City Representative. The Contractor shall be responsible for the protection of the subgrade/base course until the concrete is placed. The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water, mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after the placement of curing compound for 48 hour high early concrete. Concrete blankets shall be used when the temperature is expected to fall to 320F or below within 36 hours after placement of curing compound for 48 hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of concrete stated above. The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage caused during the cleanup process shall be the Contractor's responsibility. Truncated Dome Panels shall be measured and paid for separately under the "Truncated Dome Panel" item, and shall include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps and other locations as directed by the City Representative. The type of Truncated Dome Panels to be used shall be submitted to the City Representative for approval prior to installation. The Truncated Dome Panels shall be red, pre -fabricated concrete or cast iron, and shall meet all ADA requirements. Dome panels shall be placed at the same time as the initial ramp placement. Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for and around fire hydrants, poles, inlets, sidewalk underdrains, mid -block ramps, radius points at intersections, and other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint material must be set vertical, full depth, and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. Project Specifications Page 25 of 36 REVISION OF SECTION 608 & 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, RAMPS AND CONCRETE PAVEMENT Concrete Bollards shall be constructed of steel pipe of the specified diameter, placed 36" deep into firm soil, and filled with concrete. The top of the bollard shall be finished with a smooth, domed top. The height above ground shall not exceed 54". All materials, concrete, pipe, drilling, and compaction will not be measured or paid for separately, but shall be included in the cost of the related bollard item. Concrete washout/truck washout shall be contained in such a manner that no visual evidence of cement or aggregate spoils remains on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited. Washout may be accomplished by use of a designated spoils/base pile, or an identified off -site location. Other methods shall be submitted for approval by the City Representative. METHOD OF MEASUREMENT Removal of existing concrete shall be paid for separately under Section 202 "Removal of Structures and Obstructions." Joint sealing of concrete pavement will not be measured and paid for separately, but shall be considered incidental to the concrete pavement item. Additional sealing of undisturbed pavement may be required, and will be paid for under the Joint Sealing item. Expansion and Caulking will be paid for under item 608.43 Expansion and Caulking. All pedestrian access ramps shall be equipped with truncated domes. The ramp items shall include all concrete, labor, and equipment necessary to construct the ramp, not including the truncated domes. Pedestrian Access Ramp shall be measured by the square foot and shall include the area between the back of the curb and both points of curvature, if on the radius, or the top of transition if mid -block. Pedestrian Access Ramp — Highback Curb shall be measured by the square foot. The length shall be measured from the back of the curb to the top of the transition at the back of the ramp, and the width shall be measured at the midpoint. Apron 8" shall be paid by the square foot and when installed on a radius shall include the area from the back of the curb to the apron legs and from point of curvature to point of curvature. Alley Approach shall be measured by the square foot and shall include 4 feet behind the back of the curb and shall be measured from the lip of the gutter (if the gutter has been removed) to the back of the sidewalk and the width shall be measured at the midpoint. Dump Fees shall only be paid for concrete removals that contain welded wire fabric/steel that will not be accepted at the City's site located at 1500 Hoffman Mill Rd. Concrete washout/truck washout shall be considered incidental to the work and shall not be paid for separately. See Sections 208 and 4000 for Erosion Control and Storm Water Protection. Irrigation Sleeve shall be two (2) inch diameter and paid by the lineal foot. SFF shall be measured as Square Face Foot. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be paid for separately. Project Specifications Page 26 of 36 5. PATCHING REQUIREMENT A. All concrete placed adjacent to asphalt pavement will require placement of a hot mix asphalt patch, unless otherwise directed by the City Engineer's office. The minimum length shall be one (1) foot longer than the concrete replacement. Asphalt next to new crosspans and aprons shall be sawcut a minimum of 30 inches from the new concrete, and asphalt next to new curb and gutter shall be sawcut a minimum of 24 inches from the new concrete so that the patching crew can provide a clean, effective patch. Patching limits shall be determined by the City Engineer, or his representative, and shall meet current City of Fort Collins patching standards for limits and depth. The Contractor shall patch the asphalt before removing the barricades and within seven (7) days of the placement of the concrete curb and gutter. If cold weather does not allow for a hot mix asphalt patch, the Contractor shall place a temporary asphalt patch and maintain the patch until a hot mix patch can be installed. �I►6�Jx�l[�P►I A. It shall be the Contractor's responsibility to notify the City Engineer, or their representative, that the work is ready for inspection. Every request for inspection shall be made at least twenty-four (24) hours before inspection is desired. Any work completed by the Contractor and not inspected and accepted by the City engineer's office shall be removed and replaced at the Contractor's expense. AWARD A. Prices bid shall be based upon Project Specifications and it shall be each Bidder's responsibility to familiarize themselves with the complexities involved for each type before entering a bid. Payment will be processed by City Departments upon the presentation of invoicing. B. Award of this bid will be made in the best interest of the City. Evaluations will be completed using the estimated quantities given, times the unit price. 8. TRAFFIC CONTROL A. All traffic control, work zone protection, and/or parking control and permits shall be the responsibility of the Contractor, and provided in accordance with the latest revisions of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook", and the attached revisions of Sections 104 and 630, Traffic and Parking Control and Traffic Control Devices respectively. 9. WARRANTY A. Warranty will be for 24 months for all work from date of acceptance by the City. 10. PAYMENT AND PERFORMANCE BONDS A. Awarded contractor must provide and maintain a $50,000 payment and performance bond for the length of the contract. REVISION OF SECTION 608 & 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, RAMPS AND CONCRETE PAVEMENT BASIS OF PAYMENT Payment will be made under: Pay Item Unit 608.01 Driveover Curb, Gutter and 6" Sidewalk LF 608.02 Driveover Curb and Gutter, No Sidewalk LF 608.03 Vertical Curb, Gutter and 6" Sidewalk LF 608.04 Vertical Curb and Gutter - No Sidewalk LF 608.05 Out Fall Curb and Gutter LF 608.06 Hollywood Curb and Gutter — 6" Sidewalk LF 608.07 Hollywood Curb and Gutter - No Sidewalk LF 608.08 Highback Curb and Gutter - No Sidewalk LF 608.09 Barrier Curb — 6" x 18" LF 608.10 Barrier Curb — Key Way Style LF 608.11 Barrier Curb — Epoxy LF 608.12 Mountable Curb — 12" x 18" LF 608.13 Mountable Curb — Key Way Style LF 608.14 Mountable Curb — Epoxy LF 608.15 Pedestrian Access Ramp SF 608.16 Pedestrian Access Ramp, Highback SF 608.17 Truncated Dome Panel SF 608.18 Apron - 8" SF 608.19 Crosspan — 8" SF 608.20 Valley Pan — 6" SF 608.21 Flatwork - 4" SF 608.22 Flatwork - 6" SF 608.23 Replace Flatwork - 1 " Additional Depth SF 608.24 Concrete Pavement - 8" (Joints Sealed) SF Project Specifications Page 27 of 36 REVISION OF SECTION 608 & 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, RAMPS AND CONCRETE PAVEMENT 608.25 Alley Approach - 8" SF 608.26 Enhanced Crosswalk —10" Tile Red SF 608.27 Enhanced Crosswalk — 10" San Diego Buff SF 608.28 Enhanced Crosswalk — 10" Brick Red, Stamped SF 608.29 Colored Trail with Fibermesh — 5" Yosemite Brown SF 608.30 Mow Strip — 4" x 12" LF 608.31 Splashblock — 4" Exposed Aggregate SF 608.32 Splashblock — 4" San Diego Buff SF 608.33 Media Cover — 4" San Diego Buff SF 608.34 Fibermesh — Added to Any Item, Additional Charge LB/CY 608.35 24 Hour High Early Concrete Added to Any Item, Additional Charge CY 608.36 Stamp Pattern — Added to Any Item, Additional Charge SF 608.37 6" Concrete Bollard Each 608.38 8" Concrete Bollard Each 608.39 Flowable Fill CY 608.40 Non -reinforced Concrete Wall — 8" SSF 608.41 Non -reinforced Concrete Footer — 8" SF 608.42 Concrete Staining/Sealing SF 608.43 Expansion and Caulking LF 608.44 Joint Sealant (Pavement) LF 608.45 Irrigation Sleeve LF 608.46 Dump Fee TON The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Sidewalks, Curb & Gutter, Approaches, Aprons, Crosspans, Ramps, and Concrete Pavement, complete -in -place, including removal, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the City Representative. Project Specifications Page 28 of 36 REVISION OF SECTION 626 MOBILIZATION DESCRIPTION This work consists of the mobilization of personnel, equipment and supplies at the project site in preparation for work on the project in the event the total invoice, excluding traffic control, does not exceed $500. METHOD OF PAYMENT Mobilization shall be considered a subsidiary obligation of the contractor and will not be measured and paid for separately except where the total cost of the concrete repairs, excluding traffic control, does not exceed $500. BASIS OF PAYMENT Subsection 626.02 shall be revised as follows: Payment will be made under: Pay Item Unit 626.01 Mobilization — Invoices Under $500 Lump Sum Project Specifications Page 29 of 36 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES DESCRIPTION This work shall consist of furnishing, installing, moving maintaining and removing temporary traffic signs, advance warning arrows panels, barricades, channelizing devices, and delineators as required by the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook", and the Larimer County Urban Area Street Standards. CONSTRUCTION REQUIREMENTS Subsection 630.09 shall be revised as follows: In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. When a device is not in use, the Contractor shall remove it from the project for the period it is not needed. Devices temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices removed from the project and later returned to use. Payment shall be made for the maximum number of each type of traffic control device being used at one given time per day. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Traffic control devices shall be removed from the site immediately upon completion of the work. All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. Traffic control through the construction areas is the responsibility of the Contractor. Subsection 630.09 shall be revised as follows: For all locations, a Traffic Control Plan shall be prepared. The Traffic Control Plans shall be submitted for approval to the Traffic Division by 8:00 a.m., two working days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m.) Full road closure plans shall be submitted no later than Friday mornings by 10:00 a.m. for projects starting the following week. All plans shall be delivered to the Traffic Division, 626 Linden Street, Fort Collins, CO 80521. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The cost for preparing and submitting the traffic control plan shall be included in the contract unit price for Traffic Control Supervisor. Project Specifications Page 30 of 36 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES All costs associated with Traffic Control Plan review will not be measured or paid for separately, but shall be considered incidental to the Work. The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. Approval of the proposed method of handling traffic is intended to indicate those devices for which payment is to be made. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract. Subsection 630.10 shall be revised as follows: Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. (Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project.) The TCS shall be on site at all times during the construction when payment is made under the contract unit price for Traffic Control Supervisor per day. When the TCS is being paid under the TCS per hour item, time spent on site may be modified by the City Representative, as needed, based on the size and complexity of the project, location of work, duration of the project, traffic factors, weather, and roadway characteristics. The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the day or hour pay unit for TCS. The TCS's duties shall include, but not be limited to: (1) Preparing, revising and submitting Traffic Control Plans as required. (Review fees will not be measured or paid for separately, but shall be considered incidental to the Work.) (2) Direct supervision of project flaggers. (3) Coordinating all traffic control related operations, including those of the Subcontractors and suppliers. Project Specifications Page 31 of 36 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. Typed hand delivered notification to all businesses and residents at least 24 hours prior to construction. (The notification of residents and businesses may be accomplished by a representative of the TCS.) (5) Maintaining a project traffic control diary which shall become part of the City's project records. (6) Inspecting traffic control devices on every calendar day for the duration of the project. (7) Insuring that traffic control devices are functioning as required. (8) Overseeing all requirements covered by the plans and specifications which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. (10) Setting up traffic control devices. Notification of residents and businesses shall be the responsibility of the TCS and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete pouring, etc.), the dates and times of the work, and the parking and access restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by the City Representative and shall be distributed prior to the commencement of each phase of the work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 24 hours prior to the commencement of work. (Note: The time frame criterion for distributing letters is the same as for posting "NO PARKING" signs). The cost for preparing and distributing the letters shall be included in the cost for TCS. Traffic control management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times and available upon the City Representative's request at other than normal working hours. All costs associated with "on call" service, excluding actual hours worked, shall be included in the contract unit price for Traffic Control Supervisor. All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. Project Specifications Page 32 of 36 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES METHOD OF MEASUREMENT Subsection 630.14 shall be revised as follows: Quantities to be measured for construction traffic control devices shall be the number of units of the various sizes and descriptions listed below: Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet Size B Signs - 9.01 to 16.00 Square Feet "NO PARKING" Sign with Stand will be measured and paid for separately and not included in the item for Size A Signs. "NO PARKING' Sign with Stand shall consist of a metal sign attached to a device (stand) such as a Vertical Panel or Type I Barricade. The sign material and stand shall be approved by the City Representative. The sign material and stand will not be measured and paid for separately but shall be included in the Contract Unit Price for "NO PARKING' Sign with Stand. The cost for "NO PARKING' Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. "NO PARKING" signs must remain in place until the street is open to traffic. The "NO PARKING' signs shall be in effect for one or two days only. Traffic channelizing devices consisting of vertical panel, cones, or drum channelizing devices will be measured by the unit. Barricade warning lights shall be measured and paid for separately if approved by the City Representative. Advance Warning Flashing or Sequencing Arrow Panels will be measured by the unit. The number of Traffic Control Supervisors shall be approved by the City Representative prior to each days work. The quantity to be measured for Traffic Control Supervisor will be the number of authorized days performed by the Traffic Control Supervisor or his approved representative. An authorized day shall be any day, or portion of a day, authorized by the City Representative, that construction operation would require a Traffic Control Supervisor. "On Call" and project inspections on all other days will not be measured and paid for separately but shall be included in the work. The TCS(s) will be paid only for days the Contractor works, and as directed by the City Representative. On weekends and other days the Contractor is not working, the TCS will not be paid. Time spent maintaining signs on the weekends, holidays, bad weather days, and other days the Contractor does not work shall be included in the unit prices for the equipment. Time spent setting up equipment, modifying equipment, maintaining equipment, and picking up equipment shall be included in the unit prices for the equipment. If the TCS is used for an authorized day but not for the entire day, the TCS shall be paid at the Contract Unit Price for "Traffic Control Supervisor' at the per hour rate. If the TCS is used for an authorized day and works ten (10) hours or more in a day, the TCS shall be paid at the Contract Unit Price for "Traffic Control Supervisor" at the daily rate. The cost for setting up equipment, modifying equipment, maintaining equipment, and picking up equipment (not including "NO PARKING' Sign with Stand) during authorized days shall be included in the Contract Unit Price for Traffic Control Supervisor. Project Specifications Page 33 of 36 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES The quantity to be measured for flagging will be the total number of hours that flagging is actually used as authorized. Hours of flagging in excess of those authorized shall be at the Contractor's expense. Flagger breaks shall be included in the Contract Unit Price for Flagging. The method for covering flagger breaks shall be approved by the City Representative. Flagger stand-by time will not be paid for under the terms of this contract. Flagging outside of the construction work hours will not be paid for under the terms of this contract unless authorized in writing by the City Representative. In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic control shall not be paid for under the terms of this contract. The costs for advance warning "NO PARKING' signs for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under the terms of this contract unless authorized by the City Representative in writing. In addition, the Owner shall deduct from compensation due the Contractor $10.00 for each traffic control device per day for said conditions, including "NO PARKING' signs and any signs which are not removed from the site immediately upon completion of the work. The cost for Traffic Control Devices, not including "NO PARKING' Sign with Stand, shall include delivery, rental, and pickup. The cost for setting up equipment, modifying equipment, and maintaining equipment will be paid for under the Contract Unit Price for TCS as described above. The cost for "NO PARKING' Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. Payment shall be full compensation for furnishing, erecting, maintaining, moving, removing and disposing of construction traffic control devices necessary to complete the work. All construction traffic control devices which are not permanently incorporated into the project will remain the property of the Contractor. The initial manufacturing will be paid for Specialty Signs per unit and the actual use paid for under the appropriate unit cost for Size A or Size B sign. This item shall apply to new signs only. Once manufactured, they may be used throughout the project. Upon completion of the work, the Specialty Signs shall be returned to the Contractor. Flagger hand signs will not be measured and paid for separately, but shall be included in the work. The flaggers shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the work. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered subsidiary to the item. Sand bags will not be measured and paid for separately, but shall be included in the work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the MUTCD, if approved; however, payment will be made for the typical panel size. The City shall not be responsible for any losses or damage due to theft or vandalism Project Specifications Page 34 of 36 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES BASIS OF PAYMENT Subsection 630.15 shall be revised as follows: Pay Item Unit 630.01 "NO PARKING' Sign with Stand Per Day Per Each 630.02 Vertical Panel without Light Per Day Per Each 630.03 Channelizing Barrels Per Day Per Each 630.04 Type 1/II Barricade without Light Per Day Per Each 630.05 Type III Barricade without Light Per Day Per Each 630.06 Size A Sign with Stand Per Day Per Each 630.07 Size B Sign with Stand Per Day Per Each 630.08 Size A Specialty Sign Cost of Manufacturing Each 630.09 Size B Specialty Sign Cost of Manufacturing Each 630.10 Cone with Reflective Strip Per Day Per Each 630.11 Safety Fence Per Day Per Roll 630.12 Light Per Day Per Each 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Unit Per Day 630.14 Variable Message Board Per Unit Per Day 630.15 Traffic Control Supervisor Per Day 630.16 Traffic Control Supervisor Per Hour 630.17 Flagging Per Each Per Hour Project Specifications Page 35 of 36 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE CITY REPRESENTATIVE IN WRITING. NOTE: FULL CLOSURES ON ARTERIALS AND COLLECTORS, INCLUDING THOSE LISTED ABOVE, WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE CITY REPRESENTATIVE. PLANS SHALL BE APPROVED A MINIMUM OF ONE WEEK PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. Project Specifications Page 36 of 36 7114 Miscellaneous Concrete Annual Bid Schedule ITEM NO. DESCRIPTION UNIT PRICE UNIT EST. OTY. TOTAL COST 202.01 Sawcut Concrete/Asphalt <_ 4" LF 25 202.02 Sawcut Concrete/Asphalt 4" s 6" LF 25 202.03 Sawcut Concrete/Asphalt 6" <_ 8" LF 25 202.04 Sawcut Concrete/Asphalt 8" <_ 10" LF 25 202.05 Sawcut -Additional 1" Depth LF 25 202.06 Remove Concrete Sidewalk SF 1500 202.07 Remove Concrete Curb and Gutter LF 250 202.08 Remove Monolithic Curb, Gutter & Sidewalk SF 250 202.09 Remove Concrete Driveway/Apron/Crosspan SF 750 202.10 Remove Concrete Pavement - 10" SF 500 202.11 Remove Concrete Pavement - Additional 1" Depth SF 50 202.12 Remove Asphalt - 6" SF 250 202.13 Remove Asphalt -Additional 1" Depth SF 50 202.14 Remove Inlet EA 5 202.15 Remove and Haul Driveway Fillets EA 5 203.01 Excavation - General Less Than 50 CY CY 150 203.02 Excavation - General Over 50 CY CY 150 203.03 Excavation - Walls Only CY 100 203.04 Excavation - New Inlet EA 5 203.05 Borrow -Less than 100 Ton TON 75 203.06 Borrow - Over 100 Ton TON 75 208.01 Curb Inlet Filter - Gravel EA 100 208.02 Area Inlet Filter —Gravel EA 25 208.03 Area Inlet Filter — Straw Bales EA 25 210.01 Reset Flagstone SF 100 210.02 Reset Brick Pavers SF 185 210.03 Adjust Manhole EA 10 210.04 Adjust Valve Box EA 10 SECTION 03000 DETAILS Straw Bale Filter D23 Gravel Filter D24, D25 Curb and Gutter 701 Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) 703 Standard Driveway Approach (I & II) 706 Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Drainage Under Sidewalk 709 Curb Inlet 4' Opening — Vertical Curb & Gutter D-7a, 7b Curb Inlet 4' Opening — Driveover Curb & Gutter D-8a, 8b Concrete Sidewalk Culvert D-12,13 Area Inlet D-9a Modified Type 13 Inlet 13-A Catch Basin Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 Access Ramp Details 1603 Detached Walk/Intersection Detail 1604 Detached Walk/Intersection Detail 1605 Pedestrian Ramp Detail 1606 Residential Local Street Access Ramps 1606 a Truncated Dome Warning for Access Ramps 1607 Median Islands and Pedestrian Refuge Area 1608 Sidewalk Widening Details 2501 Concrete Pavement Joints M-412-1 Area Ink with Grate Q a a Q titi o c o c Strain 6a las Staked with 2 Stakes Per Sale k903 a a a a o a o a j PLAN VIEW Stake Twine Runoff t— Compacted Soil c. Filtered Water SECTION A -A General Notes: 1. Wedge loose straw between the staked bales. AREA INLET FILTER 2. Inspect and repair filters after each STRAW BALES storm event. Remove sediment when one half of the filter depth has been CITY OF.FORT COLLINS, COLORADO filled. Removed sediment shall be STORMWATER UTILITY deposited in an area tributary to a sediment basin or other filtering measure. APPROVED BY: 3. Sediment shall be removed immediately DATE: from traveled way of roads. REVISIONS: D-2 3 FIGI:RE 6.2 Wire Screen — W -Cr.!vei FAzr CAPPrcy- p rea Inlet PLAN Vf EW Concrete Bloc+( QW1- Fi lfeI Overflow —� Gonerate GloGk r— %ire semen Runoff ' I=IE; Gravel F Iter V�rt��snr II�n��IYr� iuLpn F+ltarec! Weser --a ScCTION A -A General Notes: 1. Inspect and repair filters after each storm event. Remove sediment when one half of the filter depth has been filled. Removed sediment shall be deposited in an area tributary to a sediment basin or other filtering measures. 2. Sediment and gravel shall be immediately removed from traveled way of roads. FIGURE 6.3 AREA INLET FILTER GRAVEL CITY OF FORT COLLINS, COLORADO STORMWATER UTILITY APPROVED BY: DATE: REV;SIONS: D-24 f PAGE 32 imvei Fiji (Aporox.�,, DtarneteI (Approx. Yi ;flesh) Block 2x�' Mm Scree ram-' `-K =r;;vel F:hzr PLAN VIEW over -Row Filferetd Ek/Aer ' Wire, re2n Ito " a I Z"'A4''Wood SEK ION A -A General Notes: 1. Inspect and repair filters after each CURB INLET FILTER storm event. Remove sediment when GRAVEL one half of the filter depth has been filled. Removed sediment shall be de- CITY OF -FORT COLLINS, COLORADO posited in an area tributary to a sedi- STORMVVATER UTILITY ment basin or other filtering measure. APFFOVED BY: 2. Sediment and gravel shall be immediazely DATE: removed from traveled way of roads. RwisicwS. D-25 FT_GURE 6.4 2'-6" 6" 1 1 /2"R. 4 1 /2" N 2"R. M Gutter edge may be a _ tapered or battered. N (Typical for all Curb & �° i • e d . & Gutter Types) Q VERTICAL 30" 18" 12" 4.5" 21 .75" 3.75" 2" R 0.5 �3." 9"711 d. ROLL-OVER (LOVELAND) r- CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 701 Cn tm17C%d t ..3 C/) z `° a >atw Cntw O C Z M a-3 C t� \ 9 C C/) Z � w O N C7 C n 31" 14" ' 17" ao � co 1' min. (F.C.) 2' min. (L) c` \ Slope to curb 1 /4"/Ft. cc r I \ 4:1 max. d ... FL b 48:1 miFL n. -s — x °. .. tv See Drawing 1601 For Thickness DRIVE -OVER CURB, GUTTER AND DETACHED SIDEWALK 2� o � r 00 1 /4"/Ft. - 4 CURB & GUTTER IN A CUT OR FILL ip co c� i r FL 0 1• a L_ a. • • a <.Q G^ 18. 5' (L) 3'-9" (F.C.) Excavation 1' min. 1� 1 /2 i a iIo <• D4 i �• \..• .. a . • Qi �0 • Fill � I 18" L--� DRIVE -OVER CURB, GUTTER AND ATTACHED SIDEWALK 00 LIMITS OF C & G N 4 Z 14 IN. 17 IN. 3 FT. 9 IN. Z00 (1.17 FT,) �� I \ (1.42 FT.) (3.75 FT.) n n ov� 1 1/2 IN. FLOW D D LINEy 4 IN. 6 IiN. 1 D 6 IN. ^ D d p d I 4 Z n (1� 5 IN. FT.) (1 5INT.) ~ DRIVE —OVER CURB, GUTTER .AND SIDEWALK 2 FT 6 IN. 6 IN.— WHERE WALK ADJOINS A CURB, IT SHALL BE CONSTRUCTED 1/4 INCH ABOVE THE CURB. 4 1/2 IN. SLOPE SIDEWALK TO CURB - 1 1/2 IN. 1/4 IN. TO 1/2 IN. PER FT. 2 I. 1 1/2 IN. R 1 p D 4 I 4 IN. 2 IN. R D i d d 6 IN. p D D 6 IN. i T 4 FT. MIN. 1 � 12 IN. m d VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK R. 4.43 FT. . 1.18 FT, .58 FT. 2.67 FT. H.I .09 FT.11 FT..30 FT. �' d O D d d d d D D 4 IN. D D T DUMMY JOINT p D� FOR WALKS d d 6IN° COMBINATION CURB, GUTTER AND SIDEWALK 11HOLLYWOOD" (OBSOLETE — FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS APPROVED: DETAIL CITY OF FORT COLLINS STORM WATER DATE: 11/13/00 UTILITIES CONSTRUCTION DETAILS D _ 6 DRAWN BY: NBJ City of Furl Collins 1-1/2" 4-1/2" 1 1/2"R. 1-1 /2 TO 2" R. � co ..a N ° OUT FALL CURB & GUTTER (FORT COLLINS ONLY) I:1 1 /8" TO 1 /4"R.—\I 1/2"R. 'TO 1 /4"R. 1 "± 1 /4" ° c 8 0 1 :t 1 /4" f ° e e . d 1 1/2" 3 ASPHALT OR 3 1/2" 3" * 6" w/concrete pavement CONCRETE PAVEMENT 8" w/asphalt BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) (SECTION B) (SECTION M) 6" 6" 6" 1 1/4" — 0 c0 w w e FLa: C0 C° FL ° e O � i e _ ROADWAY e 8" BARRIER CURB 6" MOUNTABLE CURB (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) Notes: a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. r- MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 703 . � F VN M X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type 11 = With Attached Sidewalk Per to Chapter 25 for minimum removal dimensions. PERSPECTIVE W = Width Ramp if necessary Right of Way line A B 00 Detached 1:12 a Sidewalk max. N N I Attached 6" E Sidewalk `�' 1:12 max. N 1:12 max. Back of curb FL 0 N Lip T ____ A B TYPE I X=2' min. Driveway Width Varies I X=6--p,. TYPE II w EXPANSION z J t�7� 2 Amax.) 00 JOINT o • ' • 1:24 � iv • .:: —L WALK SECTION B-B N NOTE: a N.T.S. a WALK Y N m 1. Concrete driveway must be T provided to the property line. o 1 :48 SLOPE ' •� }�m 1 /4' PER FT. 1:12 Expansion joint if drive WALK 2 continues as concrete SECTION A -A t N.T.S. r- STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 706 C/] Cn mmC- — a �a� d y z '� C� C C�7 C 'b n � O � O 9 `-33 Cn o x z � x a o 3 c r �-. c!" O � z C> C o � O •--3 t�7 Cn 70 O z � z � C Flare Optional (FC Only) ROW Curb,",, Detached Sidewalk TYPE III If Concrete Driveway .. Expansion Joint II a, 1:12 Driveway 1 1761- � . \ Max I v .� _ ----� See Note 6 As2' N x r E N X See Note 6 c° See Note 4 E See Note 4 I E _ee Note 3 b i _ T T- I See Note 3 DETACHED WALK W 1 :48 SLOPE 1/4` PER Fr. 1 122 Tt �. • r. WALK SECTIONS A -A & B-B NOTES: N.T.S. 1 . 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. 6" Curb Height. 4. 0" Curb Height. 5. All of these pedestrian improvements must be in ROW or a pedestrian or public access easement. 6. Truncated Dome Warning Detection. See Note 5 Ramp if walk continues on private property. Curb to retain Landscape if Necessary Sidewalk B TYPE IV ATTACHED WALK DRIVEWAY WIDTHS CLASSIFICATION APPROACH MINIMUM MAXIMUM TYPE WIDTH WIDTH RESIDENTIAL: Single Family 9 1 or II 12' 24' * Multi Family 9 I, II, III, or IV 24' 36' * * Commercial I, II, III, or IV 24' 36' * * Industrial 24' 36' • High volume driveways (Type III or IV) allowed for 350 or greater trip ends/doy. * 30' maximum for 3 car garages. **No single opening shall exceed 36'. Wider driveways shall be divided w/o medion not less than 6' wide. 7114 Miscellaneous Concrete Annual Bid Schedule ITEM NO. DESCRIPTION UNIT PRICE UNIT EST. CITY. TOTAL COST 304.01 Aggregate Base Course TON 50 304.02 Recycled Concrete Base TON 150 304.03 Recycled Asphalt Base TON 50 403.01 Temporary Asphalt Patching TON 100 602.01 Reinforcing Steel LB 500 602.02 Reinforcing Steel - Epoxy Coated LB 500 604.01 Install New Area Inlet EA 5 604.02 Area Inlet —Additional Foot Depth LF 5 604.03 Reconstruct Area Inlet Deck — Remove & Replace EA 5 604.04 Reconstruct Area Inlet Deck - Additional Foot Opening — Remove & Re lace LF 10 604.05 Reconstruct Catch Basin Deck - Remove & Replace LF 5 604.06 Reconstruct Catch Basin Deck - Additional Foot Opening — Remove & Replace LF 10 604.07 Install New Curb Inlet — 4' Opening EA 5 604.08 Curb Inlet —Additional Foot Depth LF 10 604.09 Reconstruct Curb Inlet Deck — Remove and Replace LF 20 604.10 Reconstruct Curb Inlet Deck — Additional Foot Opening — Remove and Replace LF 50 604.11 Install New Type R Inlet - 5' Opening EA 10 604.12 Type R Inlet —Additional Foot Depth LF 25 604.13 Reconstruct Type R Inlet Deck — Remove and Replace LF 10 604.14 Reconstruct Type R Inlet Deck — Additional Foot Opening — Remove and Replace LF 25 604.15 Install New Modified Type 13 Curb Inlet (includes new Frame, Grate & Adjustable Curb Bonnet)EA 5 604.16 Modified Type 13 Curb Inlet — Additional Foot Depth LF 25 604.17 Reconstruct Modified Type 13 Curb Inlet Deck — Remove & Replace (East Jordan Iron Works 7030 or Equivalent Material EA 10 604.18 Reconstruct Modified Type 13 Curb Inlet Deck —Additional Foot Opening — Remove and Replace LF 25 604.19 Modified Type 13 Curb Inlet — Materials only - Frame, Grate, Adjustable bonnet (East Jordan Iron Works 7030 or Equivalent Material EA 10 604.20 Concrete Sidewalk Culvert — 4' opening EA 5 604.21 Metal Sidewalk Culvert - 2' Opening, 5/8" plate EA 10 604.22 Additional Square Foot 5/8" Plate SF 10 ROADWAY WIDTH CONTROL JOINTS CONTROL JOINT REQUIRED FOR PANS OVER 40' A LENGTH WALK 8 TRANSITION FROM C & G SECTION TO PAN SECTION, TYPICAL BOTH SIDES. 6' MINIMUM (LOCAL) 8' MINIMUM (COLLECTOR) 10' MINIMUM (ARTERIAL) rd 8" MIN. FOR RESIDENTIAL. USE CONCRETE PAVEMENT DESIGN + 1/2" FOR COLLECTOR & ARTERIALS. SECTION A -A NOTE: ALL INTERSECTIONS TO HAVE ACCESS RAMPS i — CONTROL JOINTS (TYP.) TOOL JOINT_ AA TOOL JOINT T 10, O.C. (for monolithic pour) DOWELL IF COLD JOINT (See Stondord Drowing 714) PLAN VIEW PARALLEL STREET CLASSIFICATION W CROSS PAN WIDTH LOVELAND DEPTH OF INVERT FT. COLLINS DEPTH OF INVERT d (MIN.) d (MAX.) d Arteriol 10' 1 1 /4" 2 1 /2" 1 1 /2" Collector 8' 1 " 2" 1 1 /8" Locol 6'* 3/4" 1 1 /2" 7/8" ** 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. c� 0 a A X (Varies, See Plans Xmax=2.0') r7�1 1 /4" d (Varies, See Plans) 110 3/8" 6 E Cc:SECTION B—B U E co Attached c c II0 Sidewalk E U I B oLL Notes: 1. Length of steel plate varies. L= 1 1 /4" x 1 1 /4" x 1 /4' 2. Chase and cover plate run from 0 Right of Way line to flow line unless e ` approved by the Engineer. With curb walk, cover plate extends from property line to top of walk face. e; . e.. 3" #4 Bar Welded at 12" on — center, Nelson Standard Anchor or equivalent. (typical both sides) a SECTION GC A 5/8" Rolled Steel Tread Plate _ 1/2" x 1" Flat Head Mach. — Screw Brass or Electro-gale. finish 12" on center (typical both sides) —Angle iron to be drilled and threaded to receive screw. —Concrete to be drilled to allow screw to extend into the concrete (typical both sides). COMBINATION CURB, GUTTER, AND SIDEWALK 6" VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A —A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK L MER COUNTY CONSTRUCTION REVISION N0:1 DRAWING BAN AREA DRAWINGS T STANDARDS DATE: 04/01/07 709 6 IN. STEEL DECK RING WITH A 24 IN. HEAVY OENVER COVER By MACLEAR OR APPROVED EQUAL. 3 FT. 5 FT. 2 FT. 4 FT.- 6 IN. 6 IN. THICK • — 6 1N. I I SIDEVALL cTYP. BOTH SIDES) 3 FT.-6 IN. SEE CURB ASSEMBLY FACE DETAIL OF BULRB C B 6 IN. 6 IN.— B MANHOLE RUNGS-12 IN. O.C. 6 IN. 6 SLOPE FOR DRAINAGE WARPED CURB 8 SEE DETAIL 'A' FLOW LINE GUTTER CTYP. 2 FT. BOTH SIDES) 4 FT. OPENING O 6 IN SECTION A -A PLAN VIEW NTS 8 8.5 FLUSH WITH CURB FACE BAR 3 FT.-6 IN. 4 FT. 3 18 1 1/2 IN. R IB IN. LONG WARPED DEPRESSED GUTTER WARPEDD WARPED 1/4 IN.-1 IN. LEG GUTTER GUTTER 2 IN -NORMAL FLOW LINE TOP OF GUTTER 2 IN.4:1 6 IN. 6 IN. MA)/MIN. • • •. 2:1 n5 BAR F ALTERED '•o.' ` W FLOW LINE • 1 1/2 IN. PIPE SPACER o a AND 1 1/4 IN. LOCK NUT 0. B 1 N. • I i 6 IN. 6 1N. • ° . 4 IN. S .. a j • 3, .O N Q s r �N FOR o' 1 1/4 IN. DIA. X 24 IN. GALV. DRAINAGE STEEL ROD - THREADED z 3 1/2 IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT 6 IN. ° 3 IN. X 3 IN. X 3/8 IN. ° PLATE SECTION B-B 6 IN. EXTEND CHANNEL CURB FACE ASSEMBLY DETAIL —� 6 IN. WALL TO OUTSIDE EDGE OF WALL GENERAL NOTES 1. SEE D-713 FOR REINFORCEMENT. 2. FLOOR OF INLET SHALL BE SHAPED WITH 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 3 IN. RAD ,I IN. ADDITION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. / 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL 'A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER APPROVED: DETAIL ® CITY OF FORT COLLINS STORMWATER DATE: 11/19/02 UTILITIES CONSTRUCTION DETAILS D-7A DRAWN BY: NBJ City of Fort Collins 4 FT. 6 1N. B L 2 FT. I A � 8 IN. O.C. -- _601 / aol 501 \ 9 IN O.C. OC1r__ . rm OF CURB '-FLOW LINE 6.-C Ss�..TH 1 112 IN DIA. HOLE IN CENTER 2 FT. 4 FT. 6 IN. 601 1 ANCHOR 601 ., 501 408 504 rA4 BAR 503 404402) 407ADDgg1 (402)AR it 4 BAR _3 402 ens IN CIR. 402 B 408 3 FT. 5 FT. 3 FT. 11 FT. A� 1 F. 2 FT PLAN VIEW TABLE 1 NTS BAR LIST FOR CURB INLET MARK DIIN SPACING TYPE RED 'D LENGHT 401 8 IN. II 4 3 FT. 10 IN. 402 12 IN. ill ■ 7 FT. 10 IN. 403 12 IN. IV 6 7 FT. 4 IN. 404 1/2 IN. 12 IN. I1 14 4 12 IN. ■ 3 FT. 2 IN. 406 12 IN. 11 4 ■ 407 12 IN. 11 2 N. 9 FT. 0 IN. 408 12 IN. Vll 4 3 FT. 4 501 5/8 IN. 9 IN. 11 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. I 1 4 FT. 8 IN. 503 5/8 IN. 9 IN. I 1 9 FT. 0 IN. 504 5/8 IN. 6 IN. Vill 2 4 FT. 8 IN. 601 3/4 IN. — — 1 8 FT. 10 IN. 8 C 8.5 - - - 1 5 FT. 0 IN. ANCHOR 112 IN.1 24 IN.11 2 I LENGHT TYPE II STRAIGHT TYPEIII iz_ 1N. •u• 54 IN. I I TYPE IV u201N 8 IN. 2 81N. TYPE VII ■VARIBLE WITH HIGHT, REFER TO TABLE 2. 9�k BENT II IN TYPE VIII 30 IN. LOOP 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSION ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALSS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 112 IN CLEAR. 02J \--403 SECTION A -A NTS 5 FT. 2 FT. 1 FT. 402 #4 ANCHORS __404 402 402 405 403 SECTION B-B NTS TABLE 2 nI IAkjTTTCC —DID1 CC T_117` 1 uCTruT H LENGHT C.Y. LB. 402 405 404 406 CONC. STEEL 3 FT. 6 IN 10 6 3 FT. 2 IN.2 FT. 1 IN. 10 6 4 FT. 0 IN, 12 8 3 FT. 8 IN 2 FT. 7 IN. 12 8 4 FT. 6 IN 12 8 4 FT. 2 IN 3 FT. 1 IN. 12 8 5 FT. 0 IN 14 10 4 FT. 8 IN 3 FT. 7 IN. 14 l0 5 FT. 6 IN 14 10 5 FT. 2 IN 4 FT. 1 1N. 14 10 6 FT. 0 IN. 16 12 5 FT. 8 IN.1 4 FT. 7 IN. 16 12 6 FT. 6 IN. 16 12 6 FT. 2 IN.5 FT. 1 IN. 16 12 7 FT. 0 IN. IS 1 14 6 FT. 8 IN. 5 FT. 7 IN. 18 14 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 FT. 1 IN. 18 14 8 FT. 6 IN. 20 16 7 FT. 8 IN. 6 FT. 7 IN. 20 16 8 FT. 6 IN 20 16 8 FT. 2 IN. 7 FT. 1 IN. 20 16 9 FT. 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 DL 22 18 9 FT. 6 IN 22 22 9 FT. 2 IN.8 FT. 1 IN. 22 22 10 FT. 0 IN 24 24 9 FT. 8 IN. 8 FT. 7 IN. 24 1 24 CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 p_ 7B Cily oP Porl Collins DRAWN BY: NBJ A 6 IN. STEEL DECK RING WITH 21, IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 3 FT. 5 FT. 2 FT. 4 FT.- 6 IN. 6 IN. 6 IN. — 5 IN. J'- -- 6 IN. THICK O i SIDE WALL (TYP. BOTH SIDES) � M _ SEE CURB FACE o I I ASSEMBLY OF DETAIL 6 IN.—f B 6 IN. —MANHOLE CURB B RUNGS-12 IN. O.C. _ SLOPE FOR 1'/L 'A• SEE DETAIL WE�. WARPED CURB L 4 FT. OPENING `FLOW LINE 14 IN. GUTTER (TYP. BOTH SIDES) 6 IN. T} 11 FT. SECTION A -A A PLAN VIEW 8 C8.5 FLUSH WITH CURB FACE NTS n4 BAR 3 FT -6 IN. 4 FT. 3 1 1/2 IN. R 18 IN. LONG vARPED DEPRESSED GUTTER WARPED WARP 1/4 IN.-1 IN. LEG GUTTER GUTTER 2 IN. r NORMAL FLOW LINE TOP OF GUTTER 2 IN. 6 IN. 4:1 MAX/MIN. ,. 6 IN. I I • f2.1 a5 BAR F ALTERED v r 1 1/2 IN. PIPE SPACER 4 c a FLOW LINE AND 1 1/4 IN. LOCK NUT w 7 ? a 6 IN. 6 IN. ' 4 IN. S .o Nvi • H e 1 1/4 IN. DIA. X 24 IN. GALV. i ru DRAINAGE FOR STEEL ROD -THREADED z 3 1/2 IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT 6 IN. 3 IN. X 3 IN. X 3/8 IN. PLATE SECTION B-B 6 IN. EXTEND CHANNEL CURB FACE ASSEMBLY DETAIL y 6 IN. WALL TO OUTSIDE EDGE OF WALL GENERAL NOTES 1. SEE D-8B FOR REINFORCEMENT. 2. FLOOR OF INLET SHALL BE SHAPED WITH 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 3 IN. RAD.1� IN. ADDITION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHT❑ M-111. / 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL 'A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 / 1 D- 8 n Cih of Porl Collins DRAWN BY: NBJ rii�i'i•��7� ..... .......... 111111004 nn =..inn MEN A PLAN VIEW NTS 1 4 IN. 7 CT d CT — R IM SECTION A —A .1 FT.. 2 FT. 5 FT 2 FT 1 FT 9 p4 ANCHORS TABLE 1 BAR LIST FOR CURB INLET =LENGHTA. O.0TYPE N0. LENGHT TYPE II SPACING RE0'D Straight MARK DI IN. 402 8 IN. It 4 3 FT. 10 IN. 404 4 I l2 IN. III ■ 7 FT. 10 IN. 406 12 IN. IV 6 7 FT 4 IN. 407 1/2 12 IN. II 14 ■ 409 12 IN. II ■ 3 FT. 2 IN. 410 I +I 12 IN. II 4 ■ 411 12 IN. II 2 9 FT. 0 IN. 412 12 IN. VII 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. II 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. II 1 4 FT. 8 IN. 503 5/B IN. 9 IN. II 1 9 FT. 0 IN. 504 5/8 IN. 6 IN. VIII 2 4 FT. 8 IN. 601 3/4 IN. - - 1 8 FT. 10 IN. e E 8.5 - - - 1 5 FT. 0 IN. ANCHOR 1/2 IN. 24 IN. - 2 1 FT. 6 IN. T PE TYPE III H 54 IN 201N. U. TYPE IV H_T 42 IN 20 IN. s IN TYPE VII ■ VARIBLE WITH HEIGHT, REFER TO TABLE 2. E%;, IN. Bent TYPE VIII 30 IN. Loop 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSIONS ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. SECTION B—B TABLE 2 QUANTITIES VARIABLE WITH HEIGHT H NO. REVD LENGHT C.Y. LB. 402 405 404 406 CONC. STEEL 3 FT. 6 IN. 10 6 3 FT. 2 IN. 2 FT. 1 IN. 2.5 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 2.6 230 4 FT. 6 IN. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 2.8 236 5 FT. 0 IN. 14 10 4 FT. 8 IN. 3 FT. 7 IN. 2.9 236 5 FT. 6 IN. 14 10 5 FT. 2 IN. 4 FT. 1 IN. 3.1 262 6 FT. 0 IN. 16 12 5 FT. 8 IN. 4 FT. 7 IN. 3.2 282 6 FT. 8 IN. 16 12 6 FT. 2 IN. 5 FT. 1 IN. 3.4 288 7 FT. 0 IN. 18 14 6 FT. 8 IN. 5 FT. 7 IN. 3.5 306 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 . 1 IN. .7 314 8 FT. 6 IN. 20 16 8 FT. 2 IN. 7 FT. 1 IN. 4.0 340 9 FT. 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 IN. 4.1 360 9 FT. 6 IN. 22 18 9 FT. 2 IN. 8 FT. 1 IN. 4.3 366 10 FT. 0 IN. 24 20 9 FT. 8 IN. 8 FT. 7 IN. 4.4 386 CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT) 6� CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/25/02 p 8B City d Fort Collins DRAWN BY: NBJ A-7 EXTEND WALK I FT. BEYOND NORMAL BACK OF WALK. 3 FT. 6 IN. 6n4 BARS AT Il IN. D.C. 31 1 FT.I C 9 IN. I 5 05 BARS AT C 6 IN. THICK SIDEWALK 9 IN. D.C. (TYP.) 8C8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER -EXTEND CHANNEL TO 4 FT. OUTSIDE EC-- -- 6 IN. 1 FT. I 2 #5 BARS AT B YTYP.) 6 IN. O.C. B BACK OF CURB 6 IN. / O SEE DETAIL 'A' F11 IN. FLOWLINE 2 FT. p4 BARS AT WARPED CURB 6 L12 IN, D.C. GUTTER (TYP) 3 FT. 6 IN. 4 FT. OPENING 3 FT. 6 IN. 11 FT. 2 F' AI DETAIL "B" B IN. 8C 8.5 FLUSH I DETAIL "A" DETAIL •g• q4 BARS 6 IN. 1% SLOPE q5 BARS 8 � 112 IN. � WITH CURB FACE q4 BAR 1 1/2 IN. R 18 IN. LONG 6 IN. q4 BARS T /4 IN.-1 IN. LEG q4 BARS-12 IN. O.C? BOTH WAYS 2 IN. SECTION A -A 2 IN. 4: 1 BIN. 6IN. 2:t1 j = N 5 BAR + 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER 1 1 /2 IN. PIPE SPACER • AND 1 1/4 IN. LOCK NUT ,-TOP OF CURB 2 IN 8 IN - p 1 1/4 IN. DIA. X 24 IN. GALV. ` 3 [N. STEEL ROD - THREADED ------ --------- — — — — — — — 0 3 1/2 IN. AT TOP.7. •, T NORMAL LTERED I FLOW LINE FLOW LINE n ,ass 6 IN. 4IN. SECTION B-B 3 IN. X 3 IN. X 3/8 IN. (REINFORCEMENT NOT SHOWN) PLATE 11 FT. 0 IN. 6 IN. DETAIL "B" I FT. GENERAL NOTES: q 4 BARS 5 BARS I. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. �— ADO t q a BARS ADO 1 q a BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 112 IN MATCH SIDEWALK. SEE D-6. I. 3. EXPOSED STEEL SHALL BE GALVANIZED IN •�., ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. Aa BARS-12 IN. O.C. BOTH WAYS 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C—C REINFORCEMENT IN TOP SLAB SHALL BE 1 112 IN CLEAR. CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK APPROVED: DETAIL CITY OF FORT COLLINS STORM WATER UTILITIES CONSTRUCTION DETAILS DATE: 12/19/00 D -12 Cily of Parl Collioa DRAWN BY: NBJ A---i 3 FT. 6 IN. I FT. c 1 9 IN. 6 IN. THICK L SIDEWALK (TYP.) 4 FT. 6 IN — I FT.; B 7 <TYP, 1 I to L :-- 17 IN 11 14 IN I _1 12 IN. D.C. 8C 8.5 FLUSH -- WITH CURB FACE EXTEND WALK I FT. BEYOND NORMAL BACK OF WALK.------, 6#4 BARS AT 11 IN. O.C. 3:1 A 1 r%C'T A I I "D" 5 #5 BARS AT c 9 IN. D.C. I 2 #5 BARS AT 6 IN. D.C. BACK OF CURB--� -SEE DETAIL 'A' #4 BAR 1 1/2 IN. R 18 IN. LONG 1/4 IN-1 IN. LEG Z 8C8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EC FLOWLINE JRB Y P.) -T.- 6 IN. 0 IN. 6 IN. #4 BARS r%c,-rA III "A" FT. 6 IN. DETAIL "B" #4 BARS 16 IN. #5 BARS 8 1/2 IN. % SLOPE - t IN. _#4 BARS-12 IN. 0. C.: BOTHWAYS 2 TN___`_ A -A MIN SEC 2 IN. 4: V 6 IN. 6 IN. 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. 2: 1;_ # 5 BAR WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER TOP OF CURB 1 IJ2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT L 8 IN.i .A 1 1/4 IN. DIA. X 24 IN. GALV. ROD — THREADED 3 1/2 IN. AT TOP. NORMAL" .3 1/4 FALTEREDFLOW LINE FLOW LINE SECTION B—B 14 6 IN. 4 IN. (REINFORCEMENT NOT SHOWN) 3 IN. X 3 IN. X 3/8 IN./ PLATE 6 IN. DETAIL "B" 11 FT, 0 IN. I FT. GENERAL NOTES, # 4 BARS # 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN, EITHER SIDE OF CULVERT. 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO ADD 1 # 4 BARS DO I # 4 BARS MATCH SIDEWALK. SEE D-6. 4 112 IN. to 3. EXPOSED STEEL SHALL BE GALVANIZED IN of ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 4 BARS-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL OTHWAYS BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C—C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-1 3 Ow d ad DRAWN BY: NBJ 28 1 /4 IN SECTION A -A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) PLAN VIEW 35 3/4 IN. 6 IN. 23 3/4 IN. 6 IN. TYPICAL WALLS AND FLOOR AREA INLET 0. 12 GRATE AND FRAME BY oCLEAR OR APPROVED EQUAL. SECTION B-B 3 IN. OR. O.F. 2 IN. OR L.F. a04 O 12 IN. CTRS. (TYP.) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/8/00 D g A C1t� of Port Callios DRAWN BY: NBJ 10 6" 1 23 1/4" — 22 3/8" — AOJ. 9" 1 11/16" TYP. TO 12 1/2- p —I ;— i 3/4" TYP 4" _I 1` 6" — 20 1/2 — 28 1/2" 38 1/2-- NOTE: 1. TOTAL OPEN AREA IS 336 SQUARE INCHES. 24" y TRANS. ---24'� 6 GROUT ,. _ „I tT"r- 5" 3'-3" RAIL — EMBED EQUAL LENGTH IN BOTH WALLS #4 @ 12 " OCR •: I NO FLANGE PLANS NOTES. SELF NOTE 5 r 2. r 5. 7. Au I M 7: wars SNAU of CONSMUcrED WIN AN ADAISMALE Cues BOX. F 2. REOOWCO IRANf AND DRAM IS DUMP fMwOvr .425M - FRANE, &Urf. Cues AND PARrGL rwmw Sw "R rRmw AND "Are or OrNER mANOlACrORERS NUSr Bf APPROrEO BY rNf ENaWER PRIOR rO 1 USE. c �I t fXITW ACWOVRC090 wrO SOEIYALX SfCnON A MANIMur Of 12" WNEef NO SIDEWALK rs II r0 BE PXACCO, EXTEND RfM r0*C4W wrO BACK WAIL Or war BEN/NO CDRB rRANf. J I I. ALL #AV BOXES SHALL df CASr w PLACE CONCefrE MUSS OINERWISf AMOe/ZEO BY rW CAC MR. _ -.1 8 „ x M71ERE BARS ARE !O BE SPLA%fA YIN/YCAY SPLICE LEACIN sld" aI —I 8 " !— 30 " I 8 " } Type 13 Inlet STANDARD NUMBER ,a Detail Type 13 — A city of Fort Collins CITY OF FORT COLLINS, C O L O R A D O APPROVED: ENGINEERING DEPARTMENT REVIEWED: 3 7114 Miscellaneous Concrete Annual Bid Schedule ITEM NO. DESCRIPTION UNIT PRICE UNIT EST. QTY. TOTAL COST 608.01 Driveover Curb, Gutter & 6" Sidewalk LF 1,000 608.02 Driveover Curb and Gutter - No Sidewalk LF 125 608.03 Vertical Curb, Gutter and 6" Sidewalk LF 100 608.04 Vertical Curb and Gutter - No Sidewalk LF 500 608.05 Out Fall Curb & Gutter LF 100 608.06 Hollywood Curb, Gutter and 6" Sidewalk LF 500 608.07 Hollywood Curb and Gutter - No Sidewalk LF 100 608.08 Highback Curb and Gutter - No Sidewalk LF 500 608.09 Barrier Curb - 6" x 18" LF 150 608.10 Barrier Curb - Key Way Style LF 150 608.11 Barrier Curb - Epoxy LF 150 608.12 Mountable Curb - 12" x 18" LF 150 608.13 Mountable Curb - Keyway Style LF 150 608.14 Mountable Curb — Epoxy LF 150 608.15 Pedestrian Access Ramp SF 450 608.16 Pedestrian Access Ramp, Highback Curb SF 375 608.17 Truncated Dome Panel SF 100 608.18 Apron - 8" SF 500 608.19 Crosspan - 8" SF 750 608.20 Valley Pan - 6" Depth SF 350 608.21 Flatwork - 4" SF 4,000 608.22 Flatwork - 6" SF 1,500 608.23 Replace Flatwork - 1" Additional Depth SF 250 608.24 Concrete Pavement 8" (Joints Sealed) SF 1,500 608.25 Alley Approach - 8" LF 100 608.26 Enhanced Crosswalk - 10" Tile Red SF 150 608.27 Enhanced Crosswalk - 10" San Diego Buff SF 150 608.28 Enhanced Crosswalk - 10" Brick Red, Stamped SF 150 608.29 Colored Trail with Fibermesh - 5" Yosemite Brown SF 500 1'?"� 1-,':•�c 1/2"� 1/2 rrbar anchors rebar A r rhar 12"OC xIj2•p, L2112'x 21/2"xt,/IS" x.32"" Debar �. �'`�'— q q \\ —.. r 4 4 11� 24 — Balch ---Warp inside a gutter for rg�ade Curb. "I— — fi �_ =�I - / — grade of inlet 2-1/2•4o I + Normal — ^ Normal gutter rcbar _ r grade at I'" tine M- 3 1/2• grade, at outside back of Fra :I• a: 9 Gutter I walk. IStandard curb I' ' fi in line • ' `n o' 2-1/2%) rebars G. 3 -1/ 2' m rebars e 12.0C. 6• 4 A 6• 3t' PLAN VIEW slope 1-per ft I �$ n t s to Out let I cm steel angle 3-112.0 rebars (welded corners) 12'0.C. Tab S I2N A _. s. NOTE: A 12'transitan, centered on the C.B., 2 1l2• Tab shall be constructed All reinforcing steel s4ll C� 0 FRAME be Grade 4onis cm O O O CATCH BASIN DETAILS o00 (DRIVE- OVER CURB, GUTTER 8, SIDEWALK) 1.4 277_- ---i CITY OF FORT COLLINS COLORADO M`'a l y �1clPar or a�r r'lr by po•✓c-d equal. �^ ENGINEERING DIVISION A&PV GRATE n Fs. — Concrete Alley Border Drive -Over or Vertical Curb & Gutter 1 FL R.O.W. (TYP.) 10'X10' 10'X10' SIGHT Construction Joint SIGHT Curb AREA AREA 0" Curb Walk 1:12 I o LL 8" minimum thick �1 11212 Walk �� concrete kO" Curb Truncated Dome N 6" Curb Parkway Parkway r Vertical Warning Detection — — — — — — — — — — — — — 6" Curb Ft 6" Curb Truncated Dome STREET Warning Detection ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley FL j Concrete i 1 Alley Drainage Inlet or Other Drainage Collection R.O.W. System shall be designed IC/ (TYP.) FF-11 for 2 year storm minimum. Walk Parkway 10'X10' / \ 10'X10' SIGHT / / \ SIGHT AREA / AREA NJ 1.24 o LL 8" minimum thick 1.24 concrete 0" Curb NIA 0" Curb 6" Curb FL 6" Truncated Dome Warning Detection STREET ALLEY W/ CENTER DRAINAGE Drainage May Not Cross the Walk Unless The Water is Sheet Flow and does not interfere with pedestrian use of walk. Walk Parkway See Tables 8-1 & 8-2 For Radii Requirements r- ALLEY INTERSECTIONS L MER COUNTY CONSTRUCTION REVISION NO: 2 DRAWINGBAN AREA DRAWINGS T STANDARDS DATE: 04/01/07 803 Slope up to match finished pavement Depress ring 1/4" to 5/8" below adjacent finished street grade Straight cut around ring Cover Final asphalt lift, overlay or grade adjustment m E Concrete grade ring to match slope or finished grade Shim / Grout Existing base course Grade ring Support with Steel Shims and pack with High Strength Manhole Grout NOTE: 1. Grout shall be a mixture of 100 Ibs Grout mix, 26 Ibs water (3.12 Gal), and 100 Ibs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. r- STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1201 . � . � . . . . .. J Driveway Detached Sidewalk Sidewalk Attached Sidewalk T.C. 6'-0' F.L. Min. LIP 8" Commercial r— 6" Residential 1 /2" Expansion Joint Material 1 /2" Expansion Joint Material DETACHED ATTACHED 6" SIDEWALK � �; ' DRIVEWAY . i SIDEWALK SECTION A -A All Sidewalk Thickness Shall Be 6' minimum. NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. 706 & 707. 3. This detail applies to Residential & Commercial driveways. r- STANDARD SIDEWALK LLARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING BAN AREA DRAWINGS T STANDARDS DATE: 04/01/07 1601 Slope sidewalk to curb 1 /4" per foot. e e ° d 4 d NOTE: Construct sidewalk with joints at 10' intervals d 'O and aligned with scoring on curb. d d e ° - -71 ATTACHED SIDEWALK DETAIL 2' min. Landscaping Slope: Minumum fytt Maximum 37ft Slope sidewalk to curb 1 /4" per foot. -- v d ° d e DETACHED SIDEWALK DETAIL e . d R 1/8" 1/4 SLAB TeHICKNtSS e e d o d e d ee d 14 e WEAKENED PLANE JOINT 1 /2' Expansion Joint material Ra 1 /4" : 1� d° . d a a vee d de INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT r- SIDEWALK DETAIL L MER COUNTY CONSTRUCTION REVISION NO: 2 DRAWINGBAN AREA DRAWINGST STANDARDS DATE: 04/01/07 1602 Curb to retain ground behind the walk. if needed.\ f Walk Curb Gutter L (Radius varies) 2 Transition back of walk (tYP•) � Wood float finish thru ramp Broom finish Wood float finish thru ramp Walk Broom finish Curb Gutter 0 z 0 z g Y a LL 0 Y U La Truncated Dome Warning Detection XF \'Q� 0 '4 a� c do , Curb (optional) CORNER LOCATION Only if needed A Transition back of walk (typ.) 1:12 ? 1:12 Slope slope Broom finish L_► A 6 _ 5 i 6 Truncated Dome (min (min) Warning Detection MID -BLOCK LOCATION at the corners of the truncated dome warning 2-0" 1 6" truncated dome warning detection c 1:25** slope (max.) p LL _ a C c Ee Q. � SECTION A -A NOTES: 1. * 6" Thickness applies to entire ramp area. 2. ** 1:25 Unless a landing behind ramp (then ramp can be 1:12 with 1 :20 on the truncated dome warning.) 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. See CONST. DWG. 1614, 1615 and 1616 for Loveland. r— ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1603 ARTERIAL 0 —17 co c ROW Line 9� 's ARTERIAL / COLLECTOR 2 J Q CC: R=6' W r- I 9� s 6 J Q ROW Line (r 10' 6' � 10' 5' (min.) Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radius > 35' DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1604 Note: Use of this detail requires special approval in Fort Collins by the Local Entity Engineer. DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1605 T 0000 O 0 0000 0 0 0000 4' MIN. 0000 0000 6" CURB 0000 0000 o°o° 1' R 0.5' TYP.� �A Truncated Dome Warning Detection �— 0" CURB � x OPTION ,11.5' TRANSITION 5, CUR Flared Option Truncated Dome warning Detection i 1" ft. Max 2 CURB t-6" or as specified t: ( slope (max.) FL 1: i�E MAX. fLOwLINE STANDARD GRAY CONCRETE OF GUTTER RAMP NTH PARTIALLY COLORED CONCRETE PLAN VIEW SECTION A -A N.T.S. N.T.S. NOTES: 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT' MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE -ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1606 Cl � Cn r = � O C� z� r Cn o z y � t7i 9 C3 tom=] C O z � o Z � O C/) � o o ^ z Varies Varies Gutter .20 slope 1:12 MAX Slope 1 or Apron 0.5'J �Dome a € Warning Panel Section A -A NTS Note: 1. Set ramp slopes using the center of the ramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer, prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel material will be provided upon request. 3. Each ramp shall align perpendicular to the street in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing. 5. Construct the ramps and walk so the corner area all drains to the street. LEGEND: BOC- Back of curb I - Property Line PT - Point of Tangency Truncated Dome Warning Detection Plan Locations Truncated dome panels: 1-25 1-25 RFL 5'-6" BOC to walk w/ vertical curb ft & Back of Walk 5'-7" BOC to walk w/ drive over curb \ 4 5' 1 Conc. Sidewalk 6i0. ( �j Area to be landscaped PLAN VIEW NTS R19 0.5' 6n O Flowline C- PT of Walk O Truncated dome r warning detection �7— PT of curb return Z Conc. Flare 6'Cub o•cub O 4.5' A e Conc. Flare < JJ I ��e�b,_wnremmc�,b I 1 VL6-Cub aC. A 1.5' .5' 1 1.5' 7114 Miscellaneous Concrete Annual Bid Schedule ITEM NO. DESCRIPTION UNIT PRICE UNIT EST. QTY. TOTAL COST 608.30 Mow Strip - 4" x 12" LF 500 608.31 Splashblock - 4" Exposed Aggregate SF 500 608.32 Splashblock - 4" San Diego Buff SF 500 608.33 Median Cover - 4" San Diego Buff SF 500 608.34 Fibermesh - Added to Any Item, Additional Charge LB/CY 100 608.35 24 Hour High Early Concrete - Added to Any Item, Additional Charge CY 50 608.36 Stamp Pattern - Added to Any Item, Additional Charge SF 150 608.37 6" Concrete Bollard EA 5 608.38 8" Concrete Bollard EA 5 608.39 Flowable Fill CY 25 608.40 Non -reinforced Concrete Wall - 8" SFF 500 608.41 Non -reinforced Concrete Footer - 8" SF 225 608.42 Concrete Staining/Sealing SF 150 608.43 Expansion and Caulking LF 250 608.44 Joint Sealant LF 100 608.45 Irrigation Sleeve LF 20 608.46 Dump Fee TON 5 626.01 Mobilization — Invoices Under $500 Sum 25 630.01 "NO PARKING' Sign With Stand Per Day Per Each 375 630.02 Vertical Panel Without Light Per Day Per Each 50 630.03 Channelizing Barrels Per Day Per Each 50 630.04 Type 1/II Barricade Without Light Per Day Per Each 750 630.05 Type III Barricade Without Light Per Day Per Each 20 630.06 Size A Sign With Stand Per Day Per Each 225 630.07 Size B Sign With Stand Per Day Per Each 20 630.08 Size A Specialty Sign - Cost of Manufacturing Each 2 630.09 Size B Specialty Sign - Cost of Manufacturing Each 2 630.10 Cone With Reflective Strip Per Day Per Each 375 630.11 Safety Fence Per Day Per Roll 20 A q; d� Flare Flare BOC Ramp Flare Ramp <//:� non °o°o°o°o°o° 2'-0" o Panels�°o(Panel s o°o°o°o°o°o Boc---- Curb ------ Gutter Four Apron A IL Gutter Apron Case 1-Directional Ram Varies — :2 ISO ope Varies 1:12 MAX Slope i Case 2-Non-Uirectional Ka �I= Panels embedded in the 3 concrete ramps �LL Section A -A (Center line of ramp) NTS Ramp Flare Flare T O °o°o°o o°o°°o ICJ 2'-0" o Pannels� ° o `Panels) ° BOC ., o °o°o°o°o°o°o o Z C7 ;urb ------------------- D Case 3-Mid-Block Ramps r— z C/) Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or L Ramp Panel Width O Width: Combinations: z 4.5' 2'+2.5' 5.0' 2.5'+2.5' f 6.0' 2'+2'+2' 7.0' 2.5'+2'+2.5' 8.0' 2'+2'+2'+2' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. t-Center line of ramp BOC -Back of Curb FOC -Face of Curb L-Flow line 4' Min. Flat Rest Area SECTION A -A Minimum area of nose island 50 ft' Truncated Dome Warning Detection (tYp•) A Min. 4' A e 6' Stop Bar at Min. traffic signals Sidewalk width shall conform to width requirements for the street classification NOTES: 1. No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shall be in line with cross walks. 3. Crosswalk to line up with ramp & Refuge Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1608 4'-0" (Min. Width) Sidewalk Addition 8" (min.) I 2� (min.) Existing Sidewalk ADDITION TO EXISTING SIDEWALK NOTES: 1. New walk additions shall be placed to the same line and grade as the existing walk. 2. Match transverse tooled joints to existing tooled joints. EDGE SURFACE 1 /8" R TOOL JOINT FOR WALKS NOTES: 1. Joint shall be cut 1 /4 thickness of initial concrete; tool joint for walks. SIDEWALK WIDENING DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 2501 STATIONING SHALL BE STAMPED AT 500' INTERVALS ON EACH OUTSIDE I/AINUNE SHOULDER AS SHOWN GENERAL NOTES 2 m TYPICAL © AND IS'— ^15'-- ® JOINT SPACING —IS' —15'— IS 2' 12. L THIS STANDARD PLAN DOES NOT APPLY TO THIN CONCRETE OVERLAYS (WHITETOPPING). r 1 2. LOCATE TQ JOINT AT A ©JOINT OR A MINIMUM OF 2 FT. FROM A © JOINT. t I T THIS max C C SHOUL ER C TC 3. JOINT LAYOUT SHALL BE USED AS A STANDARD FOR THE JOINT LAYOUT FOR THE PROJECT. 15' _CCCC F THE CONTRACTOR PROPOSES VARIATIONS FROM THIS STANDARD OR THE PROJECT HAS UNUSUAL OR TSEEBRIOCE E IRREGULAR CONDITIONS NOT COVERED HEREIN, THE CONTRACTOR SHALL PREPARE A PAVEMENT JOINT ]' LAYOUTFOR APPROVAL BY THE ENGINEER. SLABS 14 FT. IN WIDTH SHALL BE CONSTRUCTED ONLY WHERE HIGH 1T' TIE BAR$ 30' 18"CTRS. NUMERALS DESIGNATED ON THE PLANS. 15' CiRS. 4. WHEN A CONTINUOUSWIDTH OF PAVEMENT 15 POURED WIDER THAN 40 FT., THE JOINT NEAREST THE CENTERLINE SHALL BE AN UNTIED O JOINT. E BRIDGE DECK ® 5. ON 4 LANE DIVIDED HIGHWAYS. HWAYS, THE 2 LANE DIRECTIONAL PAVEMENT AND BOTH SHOULDERS SHALL BE PLACED 12 90• i WITH O LONGITUDINAL SAWED CONTRACTION JOINTS. _ 15 .— E 6. ON VARIABLE WIDTH SLABS, THE 2 FT. OR 4 FT. END OF SLAB WIDTH DIMENSION MAY VARY ±6 INCHES. C 7. (Ll TO BE USED WHEN TRAFFIC LANE IS ADDED SEPARATELY OR FOR TAPERS OR SPEED CHANCE LANES. ALTERNATIVE L NGITUDINAL JOINT LOCATIONS AT SPEED CHANGE LANE MAY BE USED IF APPROVED. C U 0 R C C C C C C TYPICAL JOINT LAYOUT FOR DIRECTION OF TRAVEL --15'—j CONCRETE ROADWAY WITH CONCRETE SHOULDERS 6 !a42 C C 16 SHOULDER A 1A �c c� 1 K 66 HORIZ. J Te n♦ 14' HORIZ. ♦INCHES FROMSEDGE OF SHOULDER Asa 162 TRAFFIC <— FLOW —1 l TRANSLATION i/RTICAL T/RTICAL SKEW I!6 11x Iz6 162 i0 DOWELS ya 12• .,.�.� 4$ 1e 54 !o 6 HORIZ. STEW T IS PAVEMENT THICKNESS FROM PLANS c c SHOULDER PLAN VIEW SECTION A —A SECTION A —A SHOWING HORIZ., HORIZ, TRANSLATION, SHOWING VERTICAL TOLERANCE SHOWING VERTICAL SKEW TOLERANCE DOWEL BAR DETAIL AND HORIZ. SKEW TOLERANCES � FOR (j4 JOINT WITH 14 FT. AND 12 FT LANES DETAILS ILLUSTRATING DOWEL PLACEMENT TOLERANCES SEE SUBSECTION 412.13(b)2 FOR ALLOWED TOLERANCE VALUES. ALTERNATIVE DIMENSIONS (SEE NOTE 3) 1 MLoA ' Wall RURAL TWO—LANE Computer File Inform Creation Dote: 07/04/06 Last Modification Date: 07/04/06 ving File Name: 412010105 Ver.: MicroStation V8 Scale: Not to Scale Units: JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) — TRANSVERSE CONTRACTION j LONGITUDINAL CONSTRUCTION DOWELED TRANSVERSE DC CONTRACTION LONGITUDINAL CONSTRUCTION OR L E CONTRACTIONINAL TRANSVERSE CONSTRUCTION MSA.A�Itr.�w�uua�u�4.�q.liLl.l��L'Ii:L'1 L�S�ILL�liii��7ilrlrlllrl:if.� OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGLE LANESPEED CHANGE LANE Sheet Revisions Colorodo Deportment of Tronsportotlon 4201 East Arkansas Avenue DOT Denver, Colorado 80222 Phone: (303) 757-9083 Fax: (303) 757-9820 CONCRETE PAVEMENT JOINTS Project Development Branch SRJ/LTA I Issued By: Project Development Branch on July 04, 2006 0 RAMP AND SPEED CHANGE /LANE DIMENSIONING FOR JOINTS ONLY, SEE PLANS FOR STRIPING LOCATIONS. ALTERNATIVE DIMENSIONS (SEE NOTE 3) SHOULDER OULDER at' STANDARD PLAN NO. M-412-1 Sheet No. 1 of 5 JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) -© TRANSVERSE CONTRACTION D�— LONGITUDINAL CONSTRUCTION DOWELED TRANSVERSE CONTRACTION L E LONGITUDINAL CONSTRUCTION COONTRACTIONI TRANSVERSE CONSTRUCTION a MULTI —LANE WITH ACCELERATION AND DECELERATION LANES AND CONCRETE SHOULDERS AND SPEED CHANGE DIMENSIONING FOR i ONLY. SEE PLANS iTRIPING LOCATIONS. SHOULDER 2' OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGLE LANE ACCELERATION AND DECELERATION LANE ALTERNATIVE DIMENSIONS (SEE NOTE 3) SHOULDER 74' OR t2' L Computer File Information Creation Dole: 07/04/06 Initials: SJR Sheet Revisions te: DaComments Colorodo Deportment of Transportation CONCRETE STANDARD PLAN NO. ® 4201 East Arkansas Avenue Last Modification Dale: 07/04/06 Initials: LTA Full Path: ® DnT Denver, Colorado 80222 �Phone: (303) 757-9083 PAVEMENT JOINTS M-412-1 www.dot.stote.co.us/DesignSupport/ ® Fox: (303) 757-9820 Drowing File Name: 412010205.tlwg Project Development Bronch SRJ/LTA Issued By. Project Development Branch on July 04, 2006 Sheet No. 2 of 5 CAD Ver.: MicroStotion v8 Scale: Not to Scale Units: English I O I I I I I I I I 2 TYP. I I OPEN CENTER CLOSED CENTER CUL—DE—SAC ,JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) A EXPANSION C TRANSVERSE CONTRACTION — _ LONGITUDINAL CONSTRUCTION DOWELED TRANSVERSE CONTRACTION LONGITUDINAL CONTRACTION i1 LONGITUDINAL CONSTRUCTION T TRANSVERSE CONSTRUCTION NOTES 1. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HAVE A MAXIMUM SPACING OF 12 FT.-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB AND CUTTER). 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR CURB AND GUTTER. # 3. PLACE % IN. MIN. EXPANSION JOINT FILLER IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. 4. THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON THE PUNS, SELECT AND USE A BOND BREAKER AT INLETS, MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES SHALL NOT REQUIRE A BOND BREAKER. 5, WHERE A LONGITUDINAL JOINT PASSES LESS THAN I FT. FROM A CAST -IN -PAVEMENT MANHOLE OR SIMILAR SIZE STRUCTURE. A TYPICAL 2 FT. RADIAL JOINT, AS SHOWN IN THE DETAILS, SHALL BE USED. 6. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST 4 FT. AWAY FROM THE EDGE OF CIRCULAR MANHOLES. SEE CURB INLET BOXOUT DETAIL ON SHEET 5. INLET PERMISSIBLE ALTERNATIVE OR JOk6-P JOINT IS NOT REQUIRED IF CURB AND MANHOLE SM GUTTER IS POURED MONOLITHICALLY WITH ADJACENT LANE. O I INM j'1*2:MMAXUMCONC.6' THICK OR LESS 15 MAX.. CONC. OVER 6* THICK A # # I I A I I SHOWS CURB INLET INLET OR I CURB AND SHOWS ; SOXOUT NANHOLE pp GUTTER INTEGRAL (SEEDETAIL ONCURB E 2' 'k SHEET 5MI. D - - o -RL- - - - - _ — MAX. E DC O E D 2 TYP D- - - -- - - -- - -- 1 E DC CURB INLET # BOXOUi # 2' 2 6' C D # JOINT EXPANSIONILLER L L # 2' t 6' TYP. (SEE DETAIL ON SHEET 5) # TYP. # INTEGRAL # # E ROUNDING OF ANGLE BY CURB INLET OR FORMING OR SUPFORM PAVING PERMISSIBLE. MANHOLE # MAY BE ALIGNED WITH A FRONT OR BACK OF HMA PAVEMENT CURB. HMA PAVEMENT TYPICAL CURBED PAVEMENT JOINT LAYOUT Computer File Information ® ® ® Sheet Revisions Colorado Department of Transportation 4201 East Arkansas Avenue nT Denver, Colorodo 80222 �� Phone: (303) 757-9083 �r ,—� F— (303) 757-9820 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Dote: 07/04/06 Initials: SJR Dote: Comments Last Modilicolion Dole: 07/04/06 Iniliols: LTA M-412-1 Full Path: www.dot.slote.co.us/DesignSupport/ Drawing File Nome: 412010305.dwg Issued By. Project Development Branch on July 04, 2006 Sheet No. 3 of 5 CAD Vec: MicroSteDon VB stele Not to same Unils: English JOINT LEGEND NOTES (SEE SHEET 5 FOR JOINT DETAILS) I. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HAVE MAXIMUM SPACING OF 12 FT.-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB AND CUTTER). A EXPANSION 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR TRANSVERSE CURB AND GUTTER. C CONTRACTION # 3. PLACE % IN. MIN, EXPANSION JOINT FILLER IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. LONGITUDINAL CONSTRUCTION 4. THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON THE PLANS, $ELECT AND USE A BOND BREAKER AT INLETS MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES DOWELED TRANSVERSE DO NOT REQUIRE A BOND BREAKER. CONTRACTION 5. WHERE A LONGITUDINAL JOINT WOULD PASS LESS THAN I FT. FROM A CAST -IN -PAVEMENT MANHOLE OR SIMILAR SIZE E LONGITUDINAL STRUCTURE. A TYPICAL 2 FT. RADIAL JOINT, AS SHOWN IN THE DETAILS, SHALL BE USED. CONTRACTION 6, TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST /1 LONGITUDINAL 4 FT. AWAY FROM THE EDGE OF CIRCULAR MANHOLES. SEE CURB INLET BO%OUT DETAIL ON SHEET 5. ' CONSTRUCTION T TRANSVERE CONSiRUCST10N A D OR O SHOWS CURB AND OC SHOULDER C # GUTTER # DC 2' I L 12' T L C # AN EXTRA JOINT SHALL BE PLACED HERE (TYP.),WHEN THERE SHOULDER AN EXTRA JOINT $HILL BE PLACED HERE (TYP.), WHEN THERE C p _ IS MORE THAN A 12 FT. CAP BETWEEN A JOINT LOCATED AT A _ CURB BREAK POINT AND THE PREVIOUS JOINT IS MORE THAN A 12 FT, CAP BETWEEN A JOINT LOCATED AT C # # # # CURB OR POINT EAK SHOULDER A CURB BREAK POINT AND THE PREVIOUS JOINT CURB BREAK POINT # 2' t 2' HH HH Hi Hi L DC id # SHOULDER # C # # # # EXPANSION MATERIAL AT C SHOWS C BREAK IN CURB ALIGNMENT (TYP.) CURB AND GUTTER D OR O HMA PAVEMENT MULTI —LANE INTERSECTION WITH SPEED CHANGE LANE AND CONCRETE SHOULDERS Computer File Informotion ® ® Sheet Revisions Colorodo Deportment of Transportation 4201 East Arkansas Avenue DOT Denver, Colorado 80222 __ Phone: (303) 757-9083 �� Fax: (303) 757-9820 Project Development Branch J p SRJ LTA � CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Date: 07/04/06 Initials: SJR Dote: Comments Last Modification Dote: 07/04/06 Initials: LTA M-412-1 Fall Path: www.dot.stote.co.us/DesignSupport/ Drawing File Nome: Issued B Pro y: jest Development Branch on July 04, 2006 Sheet No. 4 of 5 Scot . Not to CAD Ver.: Mkro$to6on VB Scale: Not to Scale UNIT. English APPROACH 11 1 CONCRETE SUB JOINT ROADWAY SUB SEE BRIDGE PLAN FOR DESIGN 3'_� 5' 1' BRIDGE APPROACH %rBELOW SURFACE / V2 i •SILIO NE T T �30' CTRS PREFORMED I T/2 TIE BARS. JOINT L MATERIAL EO TRANSVERSE LONGITUDINAL EXPANSION JOINT CONTRACTION JOINT CONTRACTION JOINT (TRANSVERSE WEAKENED (LONGITUDINAL WEAKENED PLANE JOINT) PLANE JOINT) THE TRANSVERSE JOINT IN \ MONOLITHIC CURB AND CUTTER SHALL BE SAWED TO THE SAME DEPTH AS THE PAVEMENT. BOTTOM OF SAW CUT .!. T/2 — T �`L 2V. � -. �. .. Q LONGITUDINAL CONSTRUCTION JOINT 4 USE ONLY IF T 2 8 IN. FORM ONLY FEMALE KEYWAY n' " A KEYWAY IS ALLOWED i0 - 30- CTRS. FACILITATE USE OF BENT T �rTIE H4R GRADE 40 TIE BARS OR 1°v APPROVED TWO PIECE T - IS 15 CONNECTORS c� T/2 .18' CTRS 4 T/2 NE BARS •© -A t I - LONGITUDINAL T 0 CONSTRUCTION JOINT TRANSVERSE CONSTRUCTION JOINT �— JOINT SEALANT i— JOINT SEALANT V4' }�6 " - SEE DOWEL SPACING IN TRAVEL LANES ON THE PLANS. LMIN. �• .T�. s�6 T .. i • • - a - T/3 T/2 • e:. DIA BACKER ROD RIGID WELDED ASSEMBLY ,. - 3/e OIA. BACKER ROD DC DOWELED TRANSVERSE SEAL AT SHALL BE OAT FOR LONGITUDINAL JOINTS CONTRACTION JOINT ALONG SLABS 14 FT. IN WIDTH. g CONSTRUCTION JOINT V SAWED JOINT 0 LONGITUDINAL N TRUCTION JOINT s • USE ONLY IF T < 8 IN NOTE PAVEMENT THICKNESS (T), SHALL BE AS SHOWN ON THE PHIS, PAVEMENT THICKNESS (T) TIE BAR SIZE DOWEL BAR DIAMETER T < 8 IN. No. 4 1 IN. 8 IN. > T < 10 IN. No. 5 1.25 IN. 10 IN. > T S 15 IN. No. 6 1.50 IN. REINFORCING SIZE TAB 6B NO BREAKER Q,`:2�,�, BREAKER 0 0 LESS 12- 12- IN, QOR IC i 0 C Op OR FQ A A INTEGRAL CURB INLET OR MANHOLE CAST IN PAVEMENHUM OOmn A 12 MIN INSTALL TRANSVERSE JOINT AT D C BOTH BOXOUT CORNERS IF BOXOUT IS B FL OR LONGER. 8- MIN. APRON c '/.' RECESS CURB INLET BOXOUT NLET OR 4.1 TAPER MANHOLE TO MEET APRON 2:.. T (SEE JOINT (D DETAIL) MIN BOND BREAKER % ' RECESS INLET OR MANHOLE 41 TAPER TO MEET STRUCTURE SECTION 8— BOND BREAKER SHALL BE COMPOSED OF PLASTIC SHEET, BUILDING PAPER OR OTHER APPROVED MATERIAL THAT PREVENTS BONDING. SECTION A —A Com File Information ® _ ®�� Sheet Revisions Colorodo Deportment of Tronsportotion 4201 East Arkansas Avenue OT Denver, Colorado BD222 Phone: (303) 757 8022 ,ate,. ',,,7 Foz: (303) 757-9820 Project Development Bronch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Date: 07/0 Initials: SJR Dote: Comments Lost Lost Modification Dote: 0 Dote: 07/04/De Initials: LTA M-412-1 ath,d Full Path: www,dot. sto te.co.us/Des. n5upport/ Drowing File Name: 412010505.dwg Issued By Project Development Branch on July 04, 2006 Sheet No. 5 of 5 CAD Ve, Mi—Stotlon VB score: Not to score Units. Engle SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF EVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) New Construction Activities for Municipalities 1 of 2 Street, Curb, and Gutter Replacement and Construction 1 of 3 Street, Curb, and Gutter Maintenance Spill Prevention and Response Utility and Storm Sewer System Maintenance 1 of 3 1 of 4 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 2 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 - - -For New Construction Activities for More Information Name Municipalities Address i City, State Description Phone This fact sheet covers new construction activities disturbing less e-mail than one acre not subject to a CDPS Construction permit. New Possible Pollutants construction includes, but is not limited to buildings, structures, capital improvements, roadways, and recreational components Sediment such as trails, restrooms, and other structures. Procedures Chemicals provided are general in nature and can be applied to any scale Organics or type of municipal construction. Trash When services are contracted, this written procedure should be Good Housekeeping provided to the contractor so they have the proper operational Waste Management procedures. In addition, the contract should specify that the Employee/Contractor Training contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Proper Cleanup and Disposal Procedures Procedures Related Procedures Obtain all applicable federal, state, and local permits for Heavy Equipment and Vehicle construction projects. Maintenance ■ The Colorado Stormwater Construction General Parks and Open Space Maintenance permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger Spill Prevention and Response common plan of development. Street, Curb, and Gutter Replacement and ■ A larger common plan of development is defined as Construction a contiguous area where multiple separate and Utilities and Storm Sewer distinct construction activities may be taking place at System Replacement and different times on different schedules under one Construction plan. Vehicle Fueling ■ A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be Page 1 of 2