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HomeMy WebLinkAbout108423 VOGEL CONCRETE INC - CONTRACT - BID - 7361 CONCRETE MAINTENANCE PROJECT PHASE I (3)City, of • Fort Collins Purchasing Financial Services Purchasing Division 215 N. Mason St. 2" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 lcgov. com/purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR CONCRETE MAINTENANCE PROJECT PHASE 1 2014 RENEWAL • BID NO. 7361 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS 11 case, less the aggregate of payments previously made and less such amounts • as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If, in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as SECTION 01310 CONSTRUCTION SCHEDULE • 1.5 OWNER'S RESPONSIBILITY • FAL A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION 1.1 SURVEY REQUIREMENTS General Requirements - Page 7 of 18 SECTION 01330 SURVEY DATA • A. The Owner shall provide the construction surveying for the street and landscaping improvements. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyor a minimum of 48 hours prior to requiring surveying. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re -staking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall notify the Engineer prior to concrete removal when property line markers are inscribed in the surface of the existing concrete, typically designated by `.+" or "x" markings. The Contractor shall NOT reinstall all existing property line markers in the surface of the new concrete. The Contractor may NOT offset the existing mark for reinstallation but shall notify the City Survey Crews and request the offset location prior to removal of the concrete. If markers are removed without offsetting and reinstalling, the Contractor shall be responsible for all costs, including survey costs, associated with relocating and reinstalling the markers. G. The Contractor shall be responsible for transferring the information from the construction stakes to any • necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION • General Requirements- page 8 of 18 SECTION 01340 SHOP DRAWINGS LI GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by the individual specification. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Contractor shall not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen. F. Contractor shall not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: • 1. NO EXCEPTION TAKEN: Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED: Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED: Signifies material or equipment represented by the submittal does not conform to the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. 4. FOR REFERENCE ONLY: Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be famished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. • 2. Relation to adjacent or critical features of the Work or materials. General Requirements— page 9 of 18 SECTION 01340 SHOP DRAWINGS i 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 8 Yz" x 11 ". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. i 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, and schedule or room numbers shown in the Contract Documents. f Deviations from Contract Documents. g. Revisions on re -submittals. h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. • General Requirements— page 10 of 18 • // SECTION 01340 SHOP DRAWINGS 1.4 RE -SUBMISSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION General Requirements— page I I of 18 SECTION 01410 TESTING 1.1 GENERAL • A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of or elaboration on these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by • Owner. 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor's control system shall specifically include all testing required by the various sections of these Specifications. B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent, shall be assigned solely to this project, and shall remain on site during construction isactivities. General Requirements— page 12 of I8 /, 40 // SECTION 01410 TESTING C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action and corrective action taken. Document inspections and tests as required by each section of the Specifications, and provide copies to Engineer weekly. END OF SECTION General Requirements— page 13 of 18 SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES • A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. I. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Fumish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure facilities from public view to the greatest practical extent. END OF SECTION • • General Requirements — page 14 of 18 0 /, '/ SECTION 01560 TEMPORARY CONTROLS 1.1 NOISE CONTROL A. The Contractor shall take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. Refer to Revision of Section 108 for additional requirements. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered to prevent blowing material. B. The Contractor shall be respectful to pedestrians and bicyclists when sweeping road surfaces. The Contractor shall cease operation until the citizen(s) has cleared the area. C. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 'I. Retain all spent oils, hydraulic fluids, and other petroleum fluids in containers for proper disposal off the site. 2. Prevent sediment, debris, or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Approved temporary materials such as hay bales, sand prevent the erosion of banks and beds of watercourses increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. bags, plastic sheets, riprap, or culverts to or drainage swales where runoff will be C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the latest revisions of the "Manual of Uniform Traffic Control Devices" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the "Larimer County Urban Area Street Standards." In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. See Revision of Sections 104 and 630. General Requirements— page 15 of 18 SECTION 01560 TEMPORARY CONTROLS • 1.6 PARKED VEHICLES A. See Revision of Section 104 for issues related to parked vehicles. 1.7 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION n u General Requirements — page 16 of 18 CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. • 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment • SECTION 01700 CONTRACT CLOSEOUT „ 1.1 CLEANING AND RESTORATION 4/ ,/ A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing, and replacing facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS A. Maintain on the job site, and make available to the Engineer upon request, one current marked -up set of the drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. B. These record drawings along with any survey records, photographs, and written descriptions of work as may be required by the Engineer shall be submitted prior to project acceptance. END OF SECTION General Requirements— page 17 of 18 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK • A. Owner shall not pay for defective work and repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools, and performing all labor and supervision to fully complete the Work. C. Unit prices shall govem over extensions of sums. D. Unit prices shall not be subject to re -negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the . estimated amount therefor. END OF SECTION General Requirements— page 18 of 18 SECTION 02000 PROJECT SPECIFICATIONS 40 The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", latest revision, and the Latimer County "Urban Area Street Standards" (hereafter referred to as the "Standard Specifications"), latest revision, 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 govem. 4' 0 INDEX OF REVISIONS SECTION 104 Traffic and Parking Control 105 Control of Work 107 Safety and Protection and Restoration of Property and Landscape 108 Prosecution and Progress 201 Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Embankment 208 Erosion Control and Inlet Protection 212 Seeding, Fertilizer, and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt — Patching 601 Finishing Hardened Concrete Surfaces 604 Inlets and Culverts 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement 623 Irrigation System 627 Pavement Markings 630 Construction Zone Traffic Control REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows: MAINTAINING TRAFFIC Subsection 104.04 shall be amended to include the following. It shall be the Contractors 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". "NO PARKING" signs shall be placed at a minimum of 100 foot intervals. 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 repaired 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., Concrete Repairs (see sample "NO PARKING" sign on page 4). "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean-up operations completed. No Parking signs may be placed, maintained and removed by a representative of the Contractor, the Traffic Control Supervisor, or Flagger. All information on the "NO PARKING" signs, with the exception of the type of work, date, and time 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. The "NO PARKING" signs shall be in effect for one or two days only. In the event the Contractor deems it necessary to remove a vehicle that has not adhered to the "NO PARKING" notification, the Contractor shall first make every reasonable effort to locate and contact the owner of the vehicle. Should the Contractor be unable to locate the owner of the vehicle, the Contractor shall notify the Engineer to arrange for towing. If the "NO PARKING' sign has been in place for a minimum of 24 hours, the City will make every reasonable effort to remove the offending vehicle within four (4) hours of notification from the Contractor. The Contractor shall not be entitled to additional compensation for delays associated with the towing of illegally parked vehicles. The Contractor shall have an approved Traffic Control Plan on site at all times. Traffic control signage on the construction site shall be set up in accordance with the approved traffic control plan and in accordance with the specifications. Work performed by the Contractor without an approved traffic control plan or when "NO PARKING" signs have not been placed as required by the specifications shall not be paid. The Contractor shall also be subject to a pay deduction of up to $1,000.00 per occurrence per day for traffic control not in compliance with referenced specifications or requirements contained herein. Issues subject to deductions may include but are not limited to: Traffic Control Supervisor not on the project site at all times (unless pre -approved by the Engineer) An approved traffic control plan not on site Traffic control device set up by flagging personnel unless assisting the Traffic Control Supervisor Traffic control signage not set up in accordance with the approved traffic control plans Inadequate flagging personnel and/or flagging equipment The Engineer shall issue a written warning to the Contractor, Subcontractor, and/or Traffic Control Supervisor documenting the type of violation. The Engineer shall determine the deduction amount based on the Engineers' opinion of the infraction severity and the number of previous infractions. Upon issuance of the third violation, the Engineer may request the Subcontractor, Traffic Control Supervisor and/or flagging personnel be removed from the project. Removal from the project in which the violations were issued shall be in effect for the remainder of the year. The contractor shall find replacement Traffic Control Subcontractor, TCS, and/or flagging personnel within two weeks of the third notice without an adjustment to contract price or working days or the Contract may be terminated and rebid. 0 Project Specifications - Page 2 of 48 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL • At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer shall meet to discuss the progress of the work, the placement of upcoming traffic control devices including "NO PARKING" signs. The quantity of traffic control devices used that day and for the next day shall be agreed upon by the Contractor and the Engineer. Any necessary adjustments shall be made. The Contractor and Engineer shall also review and determine the proposed means of handling parking and traffic control for the upcoming work. • It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work The Contractor shall maintain access at all times to all businesses within the project. The installation schedule shall be communicated to all businesses and residents affected by the work at least 48 hours prior to starting work. Any changes to the traffic control, as directed by the Engineer, including additional signs, barricades, and/or flaggers needed shall be immediately implemented. Traffic control shall be paid under Revision of Section 630, "Construction Zone Traffic Control' found herein Project Specifications - Page 3 of 48 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL NO PARKING Wed JUlY 2 7:00AM-6:OOPM CONCRETE REPAIRS END OF SECTION CJ • Project Specifications - Page 4 of 48 0 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: AUTHORITY OF THE ENGINEER Subsection 105.01 shall be amended to include the following: No phase of construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the Owner to stop work. During periods of Traffic Control non-compliance, the Contractor may be assessed $1,000.00 per day, may forfeit payment of work and materials installed, and may lose contract working days as determined by the Owner. The Contractor shall not be entitled to compensation for delays associated with non -compliant periods. PLANS, SHOP DRAWINGS, WORKING DRAWINGS, OTHER SUBMITTALS, AND CONSTRUCTION DRAWINGS Subsection 105.02 shall be amended to include the following: The Contractor shall furnish the required submittals in TABLE 105-1 one week before the commencement of work. Three (3) copies shall be furnished to the Engineer, two (2) copies will be returned to the Contractor upon approval. Submittals shall not be measured and paid for separately but shall be included in the work. TABLE 105-1 SUMMARY OF CONTRACTOR SUBMITTALS Section No. Description Approval Needed Reoccurring 107.02 Topsoil Soil Analysis or Soil Sample Submittal Yes Yes 108.03 Schedule of Work Yes Yes 203.05 Borrow Material Gradation Yes Yes 208.02 Erosion Control Devices Yes No 208.06 Spill Kit: List of items included within kit Yes No 212.02 Sod/Seed Yes No 304.02 Aggregate Base Course/Recycled Concrete Soil Analysis Yes No 601.01 Exposed Sand Finish Yes No 608.00 Concrete Mix Designs Yes No 608.00 Curing Compound Yes No 608.00 Finishing Aide Yes No 608.00 MSDS Sheets for Curing Compound and Finishing Aide Yes No 630.00 Traffic Control Plans Yes Yes 630.11 TCS Qualifications (reoccurs when TCS and flaggers change Yes No 630.11 Resident Notification Letter Yes Yes COOPERATION BY CONTRACTOR Subsection 105.10 shall be amended to include the following: The City of Fort Collins is committed to comply with the United States Environmental Protection Agency (EPA) and the Streets Department Environmental Management System (EMS) requirements that vehicles on City projects shall comply with the "Anti -Idling Policy" to reduce environmental impacts related to construction. Contractors and Subcontractors shall comply with turning off vehicles and equipment instead of idling for long periods (more than thirty (30) seconds after stopping at destination and/or not more than five (5) minutes aggregated within sixty (60) minutes). Exceptions for powering auxiliary equipment and for safety or health emergencies are allowed. COOPERATION WITH UTILITIES Project Specifications - Page 5 of48 REVISION OF SECTION 105 CONTROL OF WORK Subsection 105.11 shall be amended to include the following: Concrete construction and reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors and/or new detectors may be installed at intersections where they do not currently exist. The existing traffic signal loop detectors shall be removed by the Contractor at no additional cost. New and replacement loop detectors shall be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of loop/camera detectors. The Contractor shall coordinate with the City Traffic Division to insure that their work is completed before concrete placement operations begin. COOPERATION BETWEEN CONTRACTORS Subsection 105.12 shall be amended to include the following: City Utilities, Streets, Parks, Traffic, and utility Contractors may perform work related to the project within or near the limits of this project. The Contractor shall conduct the work without interfering or hindering the progress or completion of the work being performed by other Contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts and ensure timely completion of all the work. The contractor shall allow supporting utility work within their traffic control areas and provide flagging, if necessary, in support of their work and safety requirements. INSPECTION AND TESTING OF WORK Subsection 105.16 shall be amended to include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer 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 Engineer 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 obligations to fulfill his contract or complete warranty elements 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 Engineer or that payment therefore has been included in the progress estimate. MAINTENANCE DURING CONSTRUCTION Subsection 105.19 shall be amended to include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris generated by the Contractor at the earliest opportunity, but in no case shall the area not be cleared after the completion of the day's work. Large debris (greater than one inch) and regardless of the source, shall be picked up and disposed of offsite at the contractors expense. Smaller particulate debris shall be blown from the sidewalks, driveways, curb, and gutter into the street where it can be picked up by a sweeper without transmitting debris back on sidewalk areas. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area at no extra cost. The Contractor shall utilize a combination of pick-up brooms, side brooms, and/or other equipment as needed to clean the streets. The requirement to sweep the street shall be suspended during the leaf fall period between September 12" and November 12" unless directed by the Engineer for areas with minimal leaf fall. All sweeping and clean up equipment shall be approved by the Engineer 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 the sweeping service. • Project Specifications - Page 6 of 48 CJ REVISION OF SECTION 105 CONTROL OF WORK All cost of maintaining the work during construction and before the project is accepted, shall not be measured and paid for separately but shall be included in the work. END OF SECTION Project Specifications -Page 7 of 48 REVISION OF SECTION 107 SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.06 shall be amended to include the following: Personnel on Street Maintenance Program (SMP) projects shall use protective equipment prescribed by Local, State, and Federal safety regulations to attempt to control or eliminate hazards or exposure to illness or injury. The Contractor and Subcontractors are responsible for providing and insuring the use of the required Personal Protective Equipment (PPE). Only Personal Protective Equipment complying with the Occupational Safety and Health Administration (OSHA) or American National Standards Institute (ANSI) regulations shall be used. The Contractor shall be responsible for the compliance of their employees and the Subcontractor's employees. The Contractor's safety representative shall make regular field inspections to audit and document compliance. An employee of the Contractor or Subcontractor who refuses to use the prescribed protective equipment designed for their protection, or willfully damages such equipment, constitutes cause for the Engineer to request removal of the employee from the site. The Contractor's personnel shall be required to wear safety vests, hard hats, and steel toe boots while on the construction site(s). Subsection 107.12 shall be amended to 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 Engineer If the landscape removal area adjacent to the concrete repair is six (6) inches or less in width, the Contractor. shall repair any subsurface utilities including irrigation systems, clean the area of all construction 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 and compact imported topsoil. The topsoil shall be compacted (until firm, but not over compacted) utilizing a hand operated roller or other method approved by the Engineer. At the Engineers discretion, any areas to be restored where the disturbed area is greater than six (6) inches in width and greater than 12 inches in length adjacent to the concrete repair, the Engineer may require the Contractor to clean and prepare the area along the entire length of the repair location as stated above to a minimum one foot (12 inches) wide, place sod on the prepared surface, water the new sod once thoroughly, and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The Contractor shall make every effort to minimize the need for sod placement. If the existing asphalt along the concrete toe is in good condition and salvageable during concrete removal, as determined by the Engineer, the Contractor shall preserve the existing asphalt. Minimizing the landscape removal areas behind the sidewalk, curb and gutter shall continue to be the primary goal. The pay item for "Asphalt Pavement Preservation" is intended to compensate the Contractor for additional removal time, backfill, sprinkler repair, and sodding that shall be required while preserving the existing asphalt and minimizing the removal area behind the repair. "Asphalt Pavement Preservation" shall provide compensation for this type of repair and shall be measured and paid in addition to the concrete pay item for the type of repair (i.e., Driveover Curb, Gutter and 6" Sidewalk — Remove & Replace). Revision of Section 608 and 609 defines the measurement and payment for these removals. The placement of backfill and top soil for concrete repair locations shal I be completed within two (1) working days of the placement of the concrete. Excavated soils from the repair locations may be stockpiled on site and used as backfill for areas behind the new concrete installation and below the top four (4) inches of the surface. • Imported Topsoil shall consist of loose friable river bottom or farmland loam, reasonably free of manmade Project Specifications - Page 8 of 48 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: N/A The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 1, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the 40 Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 0 REVISION OF SECTION 107 SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING • materials subsoil, refuse, stumps, roots, rocks, brush, weeds, noxious weed seeds, heavy clay, hard clods, trash, toxic substances, or other material which would be detrimental to the proper development of vegetative growth. Imported topsoil shall have 100% passing the 1/4" screen and shall contain a combination of sand, clay, and friable loam. The Contractor shall submit a soil analysis or sample for approval by the Engineer. 0 The topsoil shall be in a relatively dry state but shall contain sufficient moisture to allow compaction and shall be 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 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. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The minimum overall width of the area to be sodded shall be one (1.0') 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. 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. 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 Engineer. 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. /n areas where the Engineer directs new work or the reconstruction area requires 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 and shall not be measured and paid for separately. END OF SECTION Project Specifications - Page 9 of 48 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall be amended to include the following: A schedule of work must be submitted prior to starting work and shall include the number of working days per area to complete all work items covered by the contract but shall not exceed the number of contract working days. Location of vicinity maps are referenced in Section 03500, Project Maps. The schedule should take any priorities into consideration and include projected start and end dates for each area. Area and street quantities are described in Section 02500, Quantity Estimates. Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above. LIMITATION OF OPERATIONS Subsection 108.05 shall be amended to include the following: The work shall be completed within the following calendar months: JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC DETERMINATION AND EXTENSION OF CONTRACT TIME Subsection 108.08 shall be amended to include the following: Working hours on residential and collector streets shall be 7.00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer. Working (tours on arterial streets shall be restricted to 8:30 a.m. to 3:30 p.m., or as approved by the Engineer. Working hours within CDOT right-of-way (S.H. 187 College Ave. and Hwy 17 Mulberry St.) shall be restricted to 9:00 a.m. to 3:00 p.m. The above time restrictions shall apply to the days' preparatory work, equipment maintenance, and clean up unless approved by the Engineer. Contract working days shall be completed in one hundred forty (140) consecutive working days and during the months of May through November. The Contractor shall mobilize to begin work within ten (10) working days of the Notice to Proceed and shall continue installations through completion of the contract. FAILURE TO COMPLETE WORK ON TIME Subsection 108.09 shall be amended to include the following: Failure to meet the agreed upon milestones, mobilize within the days specified, or fully complete the project in one hundred forty ,(140) consecutive working days, shall result in liquidated damages assessed against the Contractor. 0 Project Specifications -Page 10 of 48 REVISION OF SECTION 108 PROSECUTION AND PROGRESS • At the City's option, liquidated damages in the amount of $1,000.00 per day may be retained from any monies due the Contractor, or the City may retain an additional Contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contract from any monies due the Contractor in lieu of liquidated damages. END OF SECTION S • Project Specifications - Page 1 I of 48 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 201.02 shall be amended to include the following: When tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to root removal. The Engineer and the City Forester's representative shall then make a determination regarding removal. When it is apparent that the tree roots have heaved the concrete section, the Contractor shall remove the section(s) of concrete as early as possible to allow time for inspection and to schedule root grinding operations, under separate contract. Root grinding will be scheduled as soon as possible to minimize delays in construction. Delays to concrete installation due to root grinding shall not be considered for additional traffic control payment or additional days added to the total contract working days but shall be anticipated in the Contractor's schedule. 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. Damage to roots during concrete removal shall be trimmed and cut 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. BASIS OF PAYMENT Subsection 201.04 shall be amended to include the following: 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 and trimming of tree roots. END OF SECTION • Project Specifications - Page 12 of 48 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 202.01 shall be amended to include the following: This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete, asphalt, and flagstone to a neat line. CONSTRUCTION REQUIREMENTS Subsection 202.02 shall be amended to include the following: Sawing of concrete and asphalt shall be done to a true line having a vertical face, unless otherwise specified. The depth of the saw cut in concrete and asphalt shall be of sufficient depth to ensure a vertical, smooth face, free from breakage, or as directed by the Engineer. Cuts in asphalt or concrete pavement shall be made such that each edge shall be parallel or at right angles to the direction of traffic. Dust created by sawing shall be mitigated by wet sawing or other means approved by the Engineer. Residue from sawing shall be removed by the Contractor at the earliest opportunity. Residue will not be allowed to run through the gutter flow line for more than fifty (50) feet. The Contractor shall prevent tracking of residue onto the roadway or walkway and shall prevent discharge into the storm drainage system. The Contractor shall use a storm water protection device or other means of controlling run off of residue as approved by the Engineer. See Section 208 "Erosion Control and Inlet Protection" contained herein. METHOD OF MEASUREMENT Subsection 202.11 shall be amended to include the following: Sawing shall be measured by the lineal foot. This item shall only be measured and paid where the Engineer directs sawing not already being paid under another item. Sawing related to the items described in Revision of Section 604 - Inlets and Culverts, and Section 608 & 609 Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor, and shall not be measured and paid for separately. Erosion control measures used during sawing are considered incidental to sawing operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 202.12 shall be amended to include the following: Payment shall be made under: Pay Item Unit 202.01 Sawcutting 4 to 6" Lineal Foot 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 Sawcutting as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION • Project Specifications - Page 13 of 48 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows: 10 DESCRIPTION Subsection 203.01 shall be amended to include the following: This work shall consist of removing and disposing of the existing pavement, 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 Engineer. All excavation will be classified, "General Excavation", as hereafter described. The Contractor shall dispose of all excavated material. CONSTRUCTION REQUIREMENTS Subsection 203.05 shall be amended 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 with paint by the Engineer. A straight vertical cut shall be made through the pavement, if necessary, to provide a square or rectangular opening, such that each edge will be parallel or at right angles to the direction of traffic. Wheel cutting, ripping, and tearing of asphalt using construction equipment such as a grader (blade) shall not be allowed. If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits and depths designated. Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of unsuitable soil, the Contractor shall remove the unsuitable materials and backfill to the finished grade section with approved material as directed by the Engineer. After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller, and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Borrow: Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for compaction shall be included in the contract unit price for Borrow. Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate Base Course. Class 1 Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications. The material required for the specific location shall be directed by the Engineer. Load slips shall be consecutively numbered for each day and submitted to the Engineer daily. 40 Project Specifications - Page 14 of 48 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT • METHOD OF MEASUREMENT 0 Subsection 203.13 shall be amended to include the following: The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the Engineer to measure any work and performs other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer. Borrow shall 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. Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard, complete -in - place. Subgrade preparation, moisture conditioning, compaction, haul, and disposal will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 and 207.05 shall be amended to include the following: Payment shall be made under: Pay Item Unit 203.01 General Excavation Cubic Yard 203.02 Borrow 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, complete -in -place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 15 of 48 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Section 208 of the Standard Specifications is hereby revised as follows: • DESCRIPTION Subsection 208.01 shall be amended to include the following: This work shall consist of providing, installing, maintaining, removing, and relocating when required, erosion control devices during the installation of the Work and at a minimum at all inlets to prevent or minimize erosion, sedimentation, pollution of any state waters, and infiltration of construction materials into the inlets. Work shall be in accordance with the latest editions of The City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, the City of Fort Collins Environmental Standard Operating Procedures, (Section 04000 contained herein), and the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Any loss of time or materials related to erosion and erosion control shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities, either on site or off site, related to erosion caused by construction or due to a spill event, shall be the sole responsibility of the Contractor. MATERIALS Subsection 208.02 shall be amended to include the following: The Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. See Details Section 03000 contained herein. Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. 1. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening. 2. Erosion control devices around inlets near a load site shall be required. 3. Erosion control devices on the downstream side of an aggregate stockpile or truck washout area shall be required as directed by the Engineer. Recycled Rubberized Inlet Protection shall meet the following requirements: I. Infill material: Shredded recycled rubber 2. Weight: approximately 10 Ibs per linear foot 3. Diameter: Approximately 9 inches 4. Geotextile fabric: Made of a durable fabric with a typical weight of 6-10 ortyd. CDOT Gravel Bag Inlet Filter shall meet the following requirements or approved Equal: 1. Infill material: CDOT 967 washed rock or approve equal 2. Weight: approximately 20 Ibs per linear foot 3. Diameter: Approximately 5 inches 4. Geotextile fabric: CDOT Class 1 Erosion Control Fabric, typical weight of 6-8 oz/yd. CONSTRUCTION REQUIREMENTS Subsection 208.03 shall be amended to include the following: All erosion control measures shall be installed prior to starting the Work. Straw wattles shall not be allowed. Devices shall be approved by the Engineer. Protection devices shall be installed on the downstream side at load sites, stockpiles, base piles, and truck wash out areas, or as directed by the Engineer, and shall not be measured and paid for separately. Project Specifications - Page 16 of 48 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION • It shall be the Contractor's responsibility to ensure that all sidewalks, driveways, curbs, gutters, and roads within and adjacent to the project are cleaned of construction debris that may enter the inlets during the course of the work and at the end of each day. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening. Drop and Combo Inlet filters All storm drainage system inlets shall be filtered using a CDOT Class I Erosion anchored with CDOT Control Fabric Gravel Bag Inlet Filter lining the perimeter of the grate, before water is discharged into streams or onto adjacent properties. These methods are applicable to existing and proposed drainage systems. Curb-openingInlets nlets Type R curb -opening Inlets shall be filtered with a CDOT Gravel Bag Filter or as Approved by the Engineer. Maintenance The Contractor shall continuously maintain erosion and sediment control devices to properly function during the course of construction. See Detail SC-5 contained herein for the connection of multiple Gravel Bags (rock socks). All inlet protection devices shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Sediments shall also be removed immediately from the traveled way of roads and disposed of properly. MATERIALS HANDLING AND SPILL PREVENTION Subsection 208.06 shall be amended to include the following: Appropriate Spill Kits shall be on site with each piece of equipment at all times during installation of the Work and during equipment maintenance and fueling (see Section 04000 ESOP). The Contractor shall submit a description of the items contained in each Spill Kit for approval by the Engineer. METHOD OF MEASUREMENT Subsection 208.11 shall be amended to include the following: "Stormwater Protection — CDOT Gravel Bag Filter" and "Stormwater Protection - Recycled Rubber Filled Wattle" shall be measured and paid by the lineal foot for each inlet location when devices are installed and accepted, whether the protection device is new or has been relocated, and as directed by the Engineer. Inlet protection shall include sufficient length to protect around the perimeter of the grate. Excessive lengths shall not be paid. "Stormwater Protection — Gravel Bag Inlet Filters" shall be measured and paid per each installed and accepted, and as directed by the Engineer Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the proper disposal of sediment, shall be considered incidental to the work and not be measured and paid separately. Street sweeping of sediment shall not be measured and paid for separately All construction material that enters an inlet due to the Work shall be removed from the inlet interior and removed from the site to an approved disposal location. This work shall not be measured and paid for separately. Project Specifications - Page 17 of 48 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Spill Kits required on site and with equipment and vehicles shall not be measured and paid for separately. Erosion control measures used during sawcutting are considered incidental to all sawing operations and shall not be paid for separately. BASIS OF PAYMENT . Subsection 208.12 shall be amended to include the following: Payment shall be made under: Pay Item Unit 208.01 Stormwater Protection — CDOT Gravel Bag (rock sock) Lineal Foot 208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot 208.03 Stormwater Protection — CDOT Gravel Bag Inlet Filter Each 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 installing, maintaining, removing, and relocating when required, erosion control measures, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION 0 A i Project Specifications - Page 18 of 48 0 0 0 OWNER: CITY OF FORT COLLINS CONTRACTOR: VOGEL CONCRETE INC UBy: By: D RKY,�-&I# MANAGER By: .l �tTibb�dC GERRY S. P UL PRINTED DIRECTOR OF PURCHASING AND RISK MANAGEMENT �j ��l/ Title: ���1`�ti P �y �` Title: l"rerl�oC. --(— Date: `�/ Z �'� `� Date:J41-1 —z4� Attest: Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 At( ed as to orm Assi§jant City Attorney Attest: or, for giving notices: License No.: 06. O-S-4s- REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 shall be amended to include the following: 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 existing topography of the location. This work shall not include locations of concrete repair in which grade changes and additional work is directed by the Engineer. See Section 107 "Safety and Protection and Restoration of Property" found herein. MATERIALS Subsection 212.02 shall be amended to include the following: Topsoil Topsoil shall conform to the requirements of Sections 107 found herein and CDOT 207. 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 Engineer. 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 and the 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. CONSTRUCTION REQUIREMENTS • Subsection 212.05 shall be amended to include the following: Sodding: 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 % inch in diameter shall be removed. Any objectionable depressions or other variances from a smooth grade shall be corrected. 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 Engineer. 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, that the sod has been only watered once, and provide the recommended watering schedule for new sod placement as recommended by the sod supplier. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but shall not be measured and paid for under the terms of this contract. Project Specifications - Page 19 of 48 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING BASIS OF PAYMENT is Subsection 212.08 shall be amended to include the following: No measurement or payment shall be made for re -sodding or seeding lawns 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 and seeding in this instance shall be considered incidental to the work being performed. Seeding and Sod shall only be paid when requested by the Engineer for specific situations, shall be paid by the square foot at the contract unit price, and shall include full compensation for items noted below. In areas where the Engineer directs new work or lire reconstruction area requires grade adjustment the placement of topsoil, sad, and sprinkler relocation will be provided by the City under separate contract. Payment shall be made under Pay Item 207.01 Imported Topsoil Unit Cubic Yard 212.01 Sod Square Foot 212.02 Landscape/Irrigation Labor Hour 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 seeding and sodding, including • haul, stockpiling, placing material, repairing sprinklers, watering or drying soil, compaction, finish grading, complete -in -place, and as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION • Project Specifications - Page 20 of 48 REVISION OF SECTION 304 AGGREGATE BASE COURSE 0 Section 304 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 304.01 shall be amended to include the following: This work shall consist of furnishing and placing one or more courses of aggregate base or recycled concrete on a prepared subgrade. MATERIALS Subsection 304.02 shall be amended to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled concrete may be substituted for Aggregate Base Course as authorized by the Engineer. Recycled asphalt shall not be used as subgrade beneath concrete sidewalk, curb, and gutter. CONSTRUCTION REQUIREMENTS Subsection 304.04 shall be amended to include the following: The contractor shall be responsible for the protection of the subgradelbase course until subsequent courses have been placed. Load slips shall be consecutively numbered for each day and submitted daily to the Engineer. Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be • paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. METHOD OF MEASUREMENT • Subsection 304.07 shall be amended to include the following: Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. BASIS OF PAYMENT Project Specifications -Page 21 of48 REVISION OF SECTION 304 AGGREGATE BASE COURSE Subsection 304.08 shall be amended to include the following: Payment shall be made under: Pay Item Unit 304.01 Aggregate Base Course 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 including haul and water, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete -in -place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION • • Project Specifications - Page 22 of 48 REVISION OF SECTION 403 HOT MIX ASPHALT - PATCHING Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 shall be amended to include the following: This work shall consist 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 Subsection 403.03 shall be amended to include the following: In all concrete repair locations, the Contractor shall remove no more than six (6) inches in width of asphalt pavement. The pavement areas shall be temporarily patched with Hot Mix Asphalt grading `S', `SX', or as approved by the Engineer. Temporary asphalt patching shall be placed at the typical depth of two (2) inches. The depth of patching may be increased to a maximum depth of six (6) inches as directed by the Engineer. Prior to installation of two (2) inches of temporary asphalt patching the Contractor shall use a bond breaking material (i.e., curing compound, form oil, etc), as approved by the Engineer. The bond breaking material shall be applied to the face of the new concrete adjacent to the temporary patch installation. Temporary asphalt depths greater titan two (2) inches shall have a paper bond breaking material or other bond breaking method approved by the Engineer to mitigate damage to the new concrete during permanent patching. METHOD OF MEASUREMENT • Subsection 403.04 shall be amended to include the following: The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per ton. Pavement cutting, excavation, subgrade preparation, haul, disposal, bond breaking material, installation, and bituminous material will not be measured or paid for separately, but shall be included in the contract unit price for Temporary Patching. Load slips shall be consecutively numbered for each day and shall include the batch time, asphalt grading, and weight of asphalt. BASIS OF PAYMENT Subsection 403.05 shall be amended to include the following: Payment shall be made under: Pay Item_ Unit 403.01 Temporary 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 Engineer. • END OF SECTION Project Specifications - Page 23 of 48 REVISION OF SECTION 601 FINISHING HARDENED CONCRETE SURFACES Section 601 of the Standard Specification is hereby revised as follows 10 DESCRIPTION Subsection 601.14 shall be amended to include the following: This work shall consist of preparing, rolling, spraying retarder, and exposing the sanded concrete surface sand including all materials, labor, tools and incidentals to obtain an exposed sand finish. The unit cost shall include the additional work and materials only for exposing the sand finish and shall be paid in addition to the unit cost for the item installed (i.e., Flatwork 4", Flatwork 6", etc.). MATERIALS Concrete shall meet the requirements specified in Revision of Section 608 and 609 contained herein. Material deviations from Revision of Section 608 and 609 shall be submitted and approved by the Engineer. CHI 027 Surface Treatment or approved equivalent shall be applied to the concrete surface to create the texture. The Engineer shall specify the depth of penetration of the retarder. Slabs may be sealed in accordance with the manufacture's recommendations. CONSTRUCTION REQUIREMENTS The Contractor shall have a minimum of five (5) years' experience exposing the sand finish for cast -in -place concrete. The Contractor shall submit a list of prior installation locations for review and evaluation for quality and installation expertise to the Engineer. The Contractor shall submit samples showing finish, color, and sealer including a color chart, product data, and equipment data. The slab thickness, jointing, reinforcement (if any), and expansion joint locations shall be • approved by the Engineer. The Contractor shall place one (1) on -site test section determined by the Engineer to determine surface consistency. All concrete work shall be performed by a skilled Craftsman with a minimum of two (2) years' experience in exposing the sand finish. A minimum of one qualified Craftsman is required at each finishing operation requiring exposed sand finish. The subgrade shall be prepared and forms installed as specified herein. After concrete placement, the Contractor shall screed the concrete to the finished grade. Exposed sand finish surfaces shall be prepared using a double drum roller tamp prior to floating. The roller shall provide uniformity during rolling including the surface areas in the comers of the slab. Deviations from this process must be approved 48 hours prior to scheduled placement of fresh concrete. The retarder shall be applied per the manufacturer's recommendations using an approved sprayer to achieve a uniform and consistent application rate. Area(s) adjacent to the new installation shall be protected from damage as required by the Engineer. At the appropriate time, the concrete paste shall be washed from the surface with a power washer or other means as approved by the Engineer. The overall texture shall be free from texture deficiencies such as deep or shallow surface inconsistencies. Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment pits shall be required to ensure that no residue tons through the gutter or enters inlets. The method of containment shall be approved by the Engineer. The paste residue shall be removed from the site and properly disposed. • After the initial curing period the surface of the slab shall be sealed. Project Specifications - Page 24 of 48 0 REVISION OF SECTION 601 FINISHING HARDENED CONCRETE SURFACES METHOD OF MEASURMENT Subsection 601.09 shall be amended to include the following: Concrete placement shall be in accordance with Revision of Section 608 and 609. Concrete materials, placement, forming, subgrade preparation, including equipment, tools, and labor to install concrete shaff not be included under "Exposed Sand Finish — Up Charge" and shall be paid at the contract unit price for the corresponding type of installation (i.e., Flatwork 4", Flatwork 6", etc.) "Exposed Sand Finish — Up Charge" shall be measured and paid by the square foot at the contract unit price for the accepted quantities and shall include labor, materials, and equipment for retarder application, tamp rolling, exposing the sand finish, storm water protection, and cleanup. BASIS OF PAYMENT Subsection 601.20 shall be amended to include the following: Payment will be made under: Pay Item Unit 601.01 Exposed Sand Finish — Up Charge Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all additional work involved in "Exposed Sand Finish — Up Charge" as • specified in these specifications, as shown on the plans, and as directed by the Engineer. • END OF SECTION Project Specifications - Page 25 of 48 REVISION OF SECTION 604 INLETS AND CULVERTS Section 604 of the Standard Specifications is hereby revised as follows: • DESCRIPTION Subsection 604.01 shall be amended to include the following: This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk culverts in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS Subsection 604.04 shall be amended to include the following: Type R Inlets shall be installed per CDOT M&S Standards, latest revision, standard plan number MS-604-12. Care shall be taken during removals to salvage hardware material to the maximum extent feasible (i.e., frames, grates, adjustable bonnets, angle iron faces, steel rods, etc.). Salvable material shall be reinstalled in the structure or remain the property of the City of Fort Collins and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or replacing damaged or missing material until it is re -incorporated into the work or is loaded onto City equipment by the Contractor. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the details found herein and shall not be measured and paid for separately. When concrete is to be removed and replaced around an existing grate without disturbing the deck or basin, 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. Expansion joint material shall be installed every 500' in long runs and between the new structure and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid -block ramps, radius points at intersections, and other fixed objects (i.e., slabs or curbs). Expansion joint material shall be full depth, installed vertically, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints, MS-412-1. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18, sealing joints. METHOD OF MEASUREMENT Subsection 604.06 shall be amended to include the following: Items defined with "Remove & Replace", for each inlet type and concrete sidewalk culvert, shall be measured and paid per each under the corresponding type of inlet, shall include two, three and one half foot (3.5) transitions measured from inside face of box on each side, and shall include furnishing new hardware material (i.e., bonnet, frame, grate, etc.). "Material Only" items for the corresponding structures shall not be paid in addition to items designated "Remove & Replace". Items defined with "Reconstruct", for each inlet type shall be measured and paid per each under the corresponding type of inlet, shall include two three and one half foot (3.5) transitions measured from inside of face of box on each side, and shall include salvaged hardware material (i.e., bonnet, frame, grate, etc.) When only the throat (gutter area only, excluding the hood/deck) of the inlet is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, "Crosspan 8" — Remove & Replace". • Project Specifications - Page 26 of 48 REVISION OF SECTION 604 INLETS AND CULVERTS • "Material Only" items shall be paid per each only when existing material for the structure cannot be salvaged, does not meet current specifications, cannot be provided by the City, or as requested by the Engineer. "Material Only" shall be paid in addition to the "Reconstruct Inlet Deck" or "Metal Sidewalk Culvert - Salvaged Material" items for the corresponding structure as directed by the Engineer. "Material Only" shall not be paid when damage to the existing hardware material was due to construction operations or carelessness during removal and shall be replaced by the Contractor at the Contractors expense. The Contractor shall notify the Engineer immediately when issues prevent salvage of the existing material. "Metal Sidewalk Culvert - Salvaged Material" shall be measured and paid per each and shall include reinstallation of salvaged hardware material (i.e., frame, grate, etc.). The Contractor shall provide new brass or galvanized screws for the plate reinstallation. "Metal Sidewalk Culvert— Salvaged Material" shall be constructed per the standard details contained herein for Attached Vertical and Drive -Over Curb and Gutter (details DJO, D-11) with thefollowing modifications: Concrete for the floor beneath the metal plate shall be three (3) feet wide centered beneath the plate. The subgrade beneath the concrete floor shall be compacted, firm, and non -yielding and have a transition slope length of one (1) foot beyond the floor on each side (see details D -10 and D-11, sections B-B) and shall be sloped to match the bottom of the grade for the adjacent or proposed concrete sidewalk. Expansion material shall be installed full depth and set vertically at the top of the subgrade slope on each side of the chase. The typical structure length, measured parallel with the sidewalk, shall be five (5) feet with fifteen (15) inches on each side from the edge of the plate to the expansion material. 'Metal Sidewalk Culvert' shall not include adjacent sidewalk beyond the five (5) feet structure dimension." • The installation of the plate shall typically be aligned flush with the back of the existing sidewalk and shall be offset from the vertical plane of the flow line by a minimum of three (3) inches. Dimension variances of existing plates and offset from the flowline shall be field fit to match existing conditions and shall be modified as directed by the Engineer. In no case shall the plate extend flush with the vertical plane of the flow line or be less than four (4) feet when measured perpendicular to the sidewalk. Hollywood style curb and gutter, an exception to standard installations, shall be installed as directed by the Engineer and measured and paid as agreed between Contractor and Engineer utilizing existing pricing to the maximum extent possible. "Metal Sidewalk Culvert — Material Only" shall be measured and paid per each based on 11.25 square feet (standard plate size) and shall be paid only when existing material cannot be salvaged, does not meet criteria, cannot be provided by the City, or as requested by the Engineer. "Material Only" shall be paid in addition to the "Metal Sidewalk Culvert - Salvaged Plate". The standard dimensions shall be two feet six inches (2.5' measured parallel with sidewalk) by four feet six inches (4.5' measured perpendicular to sidewalk), or 11.25 square feet. Actual dimensions may vary and shall be verified. "Metal Sidewalk Culvert - Additional 5/8" Plate" shall be measured and paid by the square foot, shall include die 5/8" thick plate and frame as designated in the drawings contained herein, and shall be the basis to increase or decrease payment when variances from the typical structure sizes are required. The cost per square foot shall be used to add or deduct from payment under "Additional Square Foot Plate". Payment shall be made in addition to "Metal Sidewalk Culvert —Material Only". "Concrete Sidewalk Culvert" shall be constructed per the standard detail contained herein (D-12) with the • following modifications: The #5 bars shown in Detail D-12, section C-C, shall be extended to the end of the transitions on both sides Project Specifications -Page 27 of 48 REVISION OF SECTION 604 INLETS AND CULVERTS of the culvert and shall have three (3) inches of clearance from the expansion material installed at each end of the culvert. Expansion material shall be full depth and set vertically on each side of the culvert. When only the throat (gutter area only, excluding the hood/deck)) of an Inlet, Sidewalk Chase, or Concrete Sidewalk Culvert" is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, "Crosspan 8" — Remove & Replace". The thickness of the expansion material shall be one half (1 /2) inch or three quarter (3/4) inch as directed by the Engineer. Expansion shall be measured and paid as "Expansion" by the lineal foot under Revision of Section 608 and 609, "Expansion". Sawcutting for items contained in this section shall be incidental to the work and shall not be measured and paid for separately. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 604.07 shall be amended to include the following: Payment shall be made under Pay Item Unit 604.01 Type R Inlet — Remove & Replace (5' Opening, 5' Max depth) Each 604.03 Type R Inlet— Reconstruct Inlet Deck (5' Opening) Each . 604.05 Type R Inlet — Material Only Each 604.06 Curb Inlet - Remove & Replace (4' Opening, 5' Max depth) Each 604.08 Curb Inlet - Reconstruct Inlet Deck (4' Opening) Each 604.10 Curb Inlet - Material Only Each 604.11 Catch Basin - Remove & Replace (5' Max depth) Each 604.13 Catch Basin - Reconstruct Inlet Deck Each 604.15 Catch Basin - Material Only Each 604.16 Modified Type 13 Curb Inlet - Remove & Replace (5' Max depth) Each 604.18 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck Each 604.20 Modified Type 13 Curb Inlet - Material Only Each 604.21 Concrete Sidewalk Culvert - Remove & Replace Each 604.22 Metal Sidewalk Culvert - Salvaged Material Each 604.23 Metal Sidewalk Culvert - Material Only Each 604.24 Metal Sidewalk Culvert - Additional 5/8" Plate Square Foot • The above prices and payments shall include full compensation for furnishing all labor, materials, tools, Project Specifications - Page 28 of 48 SECTION 00530 NOTICE TO PROCEED Description of Work: 7361 Concrete Maintenance Project Phase I — 2014 Renewal To: Vogel Concrete Inc This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. l�s1 �titicksa: a�, That th��!�P4LRJhV` a{proved the said Contract Documents. f.. The rEJ'ore *,�s,Wd:C0NTRaCTOR for the above described Work, you are hereby auth(Sized and -directed topoceed within,( calendar days from receipt of this notice as requi&d tier t§tAjJr&ea. Dated tP4t§,Y�CdW of 20 anti The dates foror Substantial ntial Completion and Final Acceptance shall be , 20_ and , 20_, respectively. City of Fort Collins OWNER Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 120. CONTRACTOR: Vogel Concrete Inc M Title: C� J REVISION OF SECTION 604 INLETS AND CULVERTS • equipment, and incidentals and for doing all work involved in Inlets and Culverts, including demolition, disposal, reinforcement, and materials, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the Engineer. C J is END OF SECTION Project Specifications - Page 29 of 48 REVISION OF SECTION 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT • Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the latest revision of the Latimer County Urban Area Street Standards, except as noted herein: DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, crosspans, pedestrian access ramps, and concrete pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans or established by the Engineer. MATERIALS The mix designs for all types of concrete to be utilized shall be determined by the Contractor, submitted to the Engineer two weeks prior to beginning work, 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 1, Type I/II, or Type III. The air content shall be four (4) percent to seven (7) percent "High Earle" 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 placed at a particular location may be modified by the Engineer but shall not have less than the minimum required compressive strength specified herein and shall be approved by the Engineer. See Section 10.5.2 `Rigid Pavement Design' and Section 22.5.6 `Portland Cement Concrete Pavement', in the "Larimer County Urban Area Street Standards for Street Construction". 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 containing complete information as specified will be subject to rejection. 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. The curing compound shall be applied immediately upon completion of the finishing in a uniform pattern resulting in complete coverage of the area. Curing compound shall also be sprayed on the concrete surfaces after removal of the forms (back of curb and toe face of gutter). CONSTRUCTION REQUIREMENTS "Remove and Haul Fillet" shall be defined as concrete or asphalt installed in the flow line of the gutter and shall be paid per each. Care shall be taken during removal of fillets to protect the existing concrete sidewalk and gutter from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors expense. 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 Engineer. The finished exposed surface and edging of the concrete shall have a broomed finish. Smooth surfaces around the perimeter of the adjoining concrete shall not be matched unless directed by the Engineer. • Project Specifications - Page 30 of 48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, • PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT All newly installed concrete shall be date stamped by the Contractor. If the installation is larger than one concrete section, only one stamp per area of installation shall be required. The stamp shall include the Contractor's name and year of installation. The concrete shall be stamped at the appropriate curing time so the Contractor's name and year of installation are clearly legible. Typically, the stamp shall be installed at the back edge of the sidewalk, on the right hand side when viewing the installation from the street, or as directed by the Engineer. The maximum spacing for transverse joints in crosspans, concrete pavement, and sidewalk shall be ten (10) feet or as directed by the Engineer. All concrete control joints shall be tooled to one quarter (1/4) of the concrete thickness or as directed by the Engineer. All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. Forms shall be installed at the full depth of the concrete placement. The Contractor shall be responsible for the protection of the subgrade and/or 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. Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of the concrete. The Contractor shall not sprinkle water on the surface of the newly placed concrete to assist with finishing. The use of a finishing aide may be approved on a limited case by case basis only when the material to be used has • been submitted to the Engineer for approval prior to use in the field. Concrete blankets shall be used when the ambient temperature is expected to fall to 327 or below within 36 hours after placement and shall remain in place for a minimum period of 36 hours for 48 hour high early concrete. This item will not be measured or paid for separately under the terms of the contract. 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 Contractors responsibility. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of eight (8) inches. 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 one half (1/2) inch in ten (10) feet. All concrete pavement joints shall be sealed with an asphalt filler compound, or approved equal, in accordance with the detail for "Concrete Pavement Joints" contained herein or as directed by the Engineer. The cost for joint sealing shall be included in the contract unit price for "Concrete Pavement 8"- Remove & Replace." The top of the new pavement shall be even with the existing concrete pavement and the newly installed concrete shall be consolidated with a mechanical vibrator. • When a batch of concrete delivered to the site does not conform to the minimum specified air content, an air entraining admixture stall not be allowed to be added on site. Project Specifications - Page 31 of 48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT • Restoration of landscape shall be in accordance with Revision of Section 107, "Safety and 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 Nee following week for sod replacement. Concrete washout/tmek washout areas shall be contained in such a manner that no visual evidence of cement or aggregate spoils remain 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 an identified off -site location or a designated spoil/base pile (see Section 208 Erosion Control and Inlet Protection), and shall include the placement of a Stormwater Protection Device on the downstream side of the washout area. Methods shall be submitted and approved by the Engineer. Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible. All flagstones, pavers, and bricks shall become the property of the City of Fort Collins. Flagstones shall be hauled by the Contractor and delivered to the City's site located at 1500 Hoffman Mill Road. Loading, unloading, and hauling shall not be measured and paid for separately but shall be included in "Remove Concrete". In areas where the Engineer directs the re -setting of flagstone, the existing flagstone shall be salvaged and reset on a compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the surrounding area. METHOD OF MEASUREMENT • Sawcutting related to the items in this section shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. Erosion control measures used during sawcutting shall be considered incidental and shall not be measured or paid for separately. "Remove Concrete" shall include removal and disposal or salvage of existing asphalt, concrete, or flagstone. This item shall be paid where the Engineer directs removal only, and removal is not already being paid under another item. "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. The area of an Apron shall be calculated as follows (see diagram below): Project Specifications - Page 32 of 48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT • ((ABC) - (n (A-B) (C-D)/4)) 0 A C IC "Barrier Curb 12" shall be paid by the lineal foot and shall be modified from drawing 703 as follows: Two #4 deformed bars shall be doweled horizontally into the adjacent curb. #4 bars shall run continuously and be installed at four (4) inches on center, measured from the top of the curb. Curb reveal shall typically be six (6) inches measured from top of curb or as directed by the Engineer. "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. All Pedestrian Access Ramps shall be placed in accordance with the details contained herein. Ramp items shall include all labor, materials (except truncated domes), equipment and incidentals, saw -cutting, removal, haul, and disposal, and for doing all work involved in removal and replacement of pedestrian access ramps. "Truncated Dome Panels" shall be paid by the square foot, placed in all pedestrian access ramps, and shall be paid in addition to "Pedestrian Access Ramp" or "Pedestrian Access Ramp Highback Curb". This item shall include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps. Truncated dome panels shall be cast iron, and shall meet all American with Disabilities Act (ADA) requirements. The type of truncated dome panels to be used shall be submitted to the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. There shall be no voids beneath the bottom of the dome panels and the concrete. "Colored Concrete San Diego Buff— Upcharge" shall include the additional cost for the color additive only and shall be measured and paid by the square foot in addition to the corresponding item installed (i.e., Flatwork 6", Splashblock 4"). "Alley Approach 8" shall be measured by the square foot 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. • "Expansion" shall be measured and paid by the lineal foot. The thickness shall be one half (1/2) inch or three quarter (3/4) inch minimum, depending on the installation location, and be installed every 500' in long runs and Project Specifications - Page 33 of48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT • between new structure slabs, existing concrete slabs, and around fire hydrants, poles, inlets, sidewalk under - drains, mid -block ramps, radius points at intersections, and other fixed objects (i.e. ends of sidewalk slabs and curbs), as directed by the Engineer. Expansion joint material shall be full depth, set vertically, and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool. "Exposed Aggregate — Up Charge" shall include only the additional cost for exposing the aggregate including labor, water, other incidentals, and clean up related to exposing the surface aggregate and shall be measured and paid by the square foot in addition to the corresponding item installed. (i.e., Flatwork 6", Splashblock 4"). "Reset Flagstone" shall be measured and paid by the square foot of re -set area in addition to `Remove Concrete". Material for leveling, moisture conditioning, and labor for installation and compaction shall not be paid separately. "Haul & Dispose Concrete with Wire/Rebar" shall be paid for separately by the ton only when the Hoffman Mill site does not accept concrete containing wire and/or rebar. Weight slips shall be required for each load transported to any locations other than Hoffman Mill. "Exposed Sand Finish — Up Charge" shall be measured and paid by the square foot for the accepted quantities and shall include retarder material and application, tamp rolling, and exposing the sand finish, including retarding, sealer, equipment, labor, storm water protection, and cleanup. "Asphalt Pavement Preservation" shall be measured and paid by the lineal foot along concrete gutter, drainage pans and aprons that were replaced with the project The Engineer shall assess the asphalt condition and determine the required removal. This item shall only be paid when the concrete removal can be accomplished without damage requiring permanent patching to the existing asphalt along the concrete toe base on the Engineers judgment. This item is provided as incentive to preserve the existing asphalt and provide compensation for additional costs that may be associated with the removal and restoration of the landscaping. Pay items followed by `Remove & Replace" shall include all labor, materials, tools, equipment, and incidentals, and all work involved in the removal and installation, complete -in -place, including sawcutting, hauling, disposal, etc. BASIS OF PAYMENT Subsection 608.06 shall be amended to include the following: Payment shall be made under: Pay Item Unit 608.01 Remove Concrete Square Foot 608.02 Remove and Haul Fillet Each 608.03 Apron 8" - Remove & Replace Square Foot 608.04 Crosspan 8" - Remove & Replace Square Foot 608.05 Driveover Curb, Gutter, and 6" Sidewalk - Remove & Replace Lineal Foot 608.06 Driveover Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.07 Vertical Curb, Gutter, and 6" Sidewalk - Remove & Replace Lineal Foot • 608.08 Vertical Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot Project Specifications - Page 34 of 48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, • PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT 608.09 Vertical Outfall Curb, Gutter - Remove & Replace Lineal Foot 608.10 Barrier Curb 12" — Remove & Replace Lineal Foot - 608.11 Hollywood Curb, Gutter, and 6" Sidewalk - Remove & Replace Lineal Foot 608.12 Hollywood Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.13 Highback Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.14 Pedestrian Access Ramp - Remove & Replace Square Foot 608.15 Pedestrian Access Ramp Highback Curb — Remove & Replace Square Foot 608.16 Truncated Dome Panel Square Foot 608.17 Flatwork 4" - Remove & Replace Square Foot 608.18 Flatwork 6" - Remove & Replace Square Foot 608.19 Replace Flatwork — 1" Additional Depth Square Foot 608.20 Colored Concrete 4" San Diego Buff— Up Charge Square Foot 608.21 4' Valley Pan 6" — Remove & Replace Square Foot 608.22 Concrete Pavement 8" - Remove & Replace Square Foot 608.23 Alley Approach 8" - Remove & Replace Square Foot 608.24 Expansion Lineal Foot 608.25 Splashblock 4" — Remove & Replace Square Foot 608.26 Exposed Aggregate 4" — Up Charge Square Foot 608.27 Reset Flagstone Square Foot 608.28 Haul & Dispose Concrete with Wire/Rebar Ton 608.29 Asphalt Pavement Preservation Lineal Foot 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 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement including sawcutting, removal, haul and disposal, finish grading, materials, complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. • END OF SECTION Project Specifications - Page 35 of 48 REVISION OF SECTION 623 IRRIGATION SYSTEM Section 623 of the Standard Specifications is herby revised as follows: . DESCRIPTION Subsection 623.01 shall be amended to include the following: This work shall consist of furnishing and installing irrigation sleeves beneath the new concrete. MATERIALS Subsection 623.02 shall be revised as follows: The irrigation sleeve shall be three (3) inch diameter PVC pipe, schedule 40. REQUIREMENTS Subsection 623.14 shall be amended to include the following: The irrigation sleeve shall be installed to a minimum depth of four (4) inches below finished subgrade. Backfll over pipe shall be compacted prior to concrete placement. A survey stake shall be installed at the ends of each sleeve, marked "Irrigation Sleeve", and painted blue. The stake shall be installed at a height that will not create a pedestrian or maintenance hazard as approved by the Engineer. METHOD OF MEASUREMENT - Subsection 623.32 shall be amended to include the following: "Irrigation Sleeve" shall be paid for by the lineal foot complete -in -place. BASIS OF PAYMENT Subsection 623.33 shall be amended to include the following: Payment shall be made under: Pay item Unit 623.01 Irrigation Sleeve — Three (3") inch PVC Lineal Foot 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 installing the three (3") inch irrigation sleeve, including excavation, installation, compaction of backfill, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION • Project Specifications - Page 36 of 48 REVISION OF SECTION 627 PAVEMENT MARKINGS 0 Section 627 of the Standard Specifications is herby revised as follows: DESCRIPTION This work shall consist of furnishing, installing, and removing temporary pavement marking in accordance with the latest revisions of the Fort Collins Traffic Operations Manual, City of Fort Collins Work Area Traffic Control Handbook, Latimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation Road and Bridge Construction , and the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), and in conformity to the lines, dimensions, patterns, locations, and details shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS Subsection 627.03 shall be amended to include the following: Permanent pavement markings shall be installed by the City of Fort Collins. Temporary pavement markings/delineation of lanes may include temporary tape, tabs, or vertical panels as required by the Engineer and shall be installed by the Contractor. PAVEMENT MARKINGS/DELINEATION OF LANES Sub -section 627.10 shall be amended to include the following: City crews shall install permanent pavement striping. Typically, City crews may also install temporary striping as directed by the Engineer. When City crews cannot install temporary striping, the Engineer may request that the Contractor install temporary striping or maintain traffic control devices until such time that the City crew can • install striping. Temporary pavement markings/delineation of lanes shall be suitable for use on asphalt or Portland cement pavements, shall be installed on roadways that will be opened to traffic prior to permanent stripping by the City, and shall conform as follows: 1. The surface to which the tape is applied shall be clean, dry, and free of dirt, oils, and grease. The tape/tab/vertical panels shall be pressed down immediately after application until it adheres properly and conforms to the surface. 2. All roads shall have temporary pavement markings before they are opened to traffic unless City Crews have been scheduled to install permanent pavement markings prior to opening the road to traffic. 3 Markings applied to the final road surface shall not leave scars that conflict with permanent markings. 4. Temporary markings shall be installed in such a way that the markings adequately follow the desired alignment. 5. Temporary pavement marking tape/delineation/vertical panels shall be required for all lane lines a. Lane lines shall be "tapped" intermittently with a 2' long by 4" wide reflective temporary strip at fifty (50') foot intervals. b. Stop bars shall be "tapped" to a minimum width of 12". Stop bars shall NOT be required at signalized intersections. Contractor may be required to provide additional signage (i.e. Stop Sign Ahead, Stop Here On Red, etc.); `Stop Here On Red" signs shall be required at signalized intersections. c. It is the Contractor's responsibility to notify the Engineer prior to completion of work to allow scheduling of the permanent pavement markings to be installed by City crews. Project Specifications - Page 37 of48 REVISION OF SECTION 627 PAVEMENT MARKINGS 6. Removable pavement markings shall be installed in accordance with the manufacture's • recommendations and maintained by the Contractor until permanent pavement markings are installed by City crews. 7. Temporary edge lines are not typically required unless there is no existing gutter or required by the Engineer. 8. All tape shall be removed by the Contractor after permanent markings have been completed by the City. 9. It is the Contractor's responsibility to maintain the temporary markings, at the Contractor's expense, until the permanent pavement marking is installed by City crews. BASIS OF PAYMENT Subsection 627.13 shall be amended to include the following: All costs for installing temporary stripping shall not be measured and paid for separately including traffic control devices and related traffic control incidentals. If flagging during permanent striping is required after the Contractor has completed all daily work, it shall be paid under Revision of Section 630, "Flagging", as directed by the Engineer. END OF SECTION • 0 Project Specifications - Page 38 of 48 E SECTION 00600 BONDS AND CERTIFICATES. 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 0 Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall be amended to include the following: This work shall consist of furnishing, installing, moving, maintaining, and removing temporary construction traffic control devices, including but not limited to signs, advance warning arrow panels, variable message boards, barricades, channelizing devices, and delineators as required by the latest revisions of the City of Fort Collins "Work Area Traffic Control Handbook," the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the Latimer County Urban Area Street Standards (LCUASS), and the Colorado Department of Transportation Road and Bridge Standard Specifications (COOT). /n the event of a conflict between the MUTCD criteria and the City's criteria, the City of Fort Collins criteria shall govern. MATERIALS Subsection 630.02 shall be amended to include the following: All traffic control devices shall meet or exceed the required minimum standards set forth in the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD. Traffic control devices shall be clean and in good operating condition when delivered and shall be maintained 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, etc.) Sign blanks with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists and bicyclists traveling in the opposite direction and residents potentially affected by information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.10 shall be amended to include the following: CONTRACTOR RESPONSIBILITY The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians, and bicycles. The City of Fort Collins shall not be responsible for any loss or damage to equipment due to theft or vandalism or -for any damages to public or private property caused by the Contractor's construction activities. Private or public property which is damaged by the Contractors' installation, equipment, or employees will be the sole responsibility of the Contractor. The Contractor may be required to use Variable Message Boards to advise road users about upcoming work on Arterial and Collector streets as required by Traffic Operations through the approved traffic control plan. When required, the Engineer will issue direction for the number of boards, general locations for placement, and message verbiage. The typical quantity of Variable Message Boards shall be: Six (6) on Arterial streets, four (4) on Collector streets, none on Residential streets, but may be modified as directed by the Engineer. Variable Message Boards shall be placed a minimum of 5 working days prior to the project start date. If full closures on. Arterial and Collector streets are authorized, Variable Message Boards shall remain in place until completion of the project. Lane closures on Arterial and Collector streets shall require message boards to remain in place for two days after starting work. Fully automated Variable Message Boards shall be installed and operate continuously during the afore mentioned durations on Arterial and Collector streets. Two-way traffic shall be maintained at all times unless approved by the Engineer. Lane width shall be Project Specifications - Page 39 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL maintained at a minimum of ten (10) feet between traffic control devices. • The Contractor will provide 24 hour minimum notice to the Ci), of Fort Collins Traffic Department when project operations will be near a signalized intersection. TRAFFIC CONTROL PLAN - GENERAL Hand drawn plans shall NOT be accepted. Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative, Traffic Control Supervisor or the Traffic Control Supervisor Representative 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 placement, etc.), dates and times of the work, and parking and access restrictions that will apply. Sample notifications shall be submitted to the Engineer for review prior to starting the project. Notification letters or door hangers shall include a local phone number which residents with questions may use to contact the Contractor and a link to the City of Fort Collins Street Department web site where citizens may find additional information and project updates at "www.fceov.com/streets". Only approved notifications shall be distributed a minimum of 48 hours prior to the commencement of each phase of the Work. Traffic Control Plans shall be submitted for approval prior to commencement of all work. Traffic control conditions vary significantly in the field and the Contractor is responsible for submitting traffic control plans for each work location. Minimum traffic control requirements for Arterial, Collector, and Residential streets are contained herein. Plans shall be specific to the project area showing street names, existing signing and striping conditions at intersections and the location for proposed devices. Devices temporarily not in use shall be removed from the area. Moving shall include devices removed from the project and later returned to use. Devices may be temporarily placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists, and vehicles, as approved by the Engineer. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). In the event there is a safety issue, the Engineer may issue a "Stop Work Order" until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associated with the "Stop Work Order". Approved traffic control plans shall be available on site at all times for review and inspection. See Revision of Section 104. TRAFFIC CONTROL PLAN - PROJECT Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted along with the City of Fort Collins Traffic Approval Forms. Traffic control plans shall be prepared by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite Traffic Control Supervisor certified by the Colorado Contractors Association (CCA). Hand drawn plans shall NOT be accepted. Typical Traffic Control Plans for work within the right-of-way shall be submitted for approval to the Engineer as follows: Typical submittals for scheduled residential work shall be submitted by 8:00 a.m. two (2) working days prior to commencement of the work. Typical submittals for residential work scheduled on Monday and Tuesday shall be submitted the previous Thursday by 8:00 a.m. Submittals for full closures on residential streets shall be .submitted five (5) working days prior to the commencement of work. Project Specifications - Page 40 of 48 • REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Submittals for full closures on Arterial and Collector streets shall be submitted ten (10) working days prior to the commencement of work. All plans shall be delivered to the Engineer, 625 Ninth Street, Fort Collins. Facsimiles of plans shall not be accepted. 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. See Revision of Sections 104 and 105. A Traffic Control Plan shall be submitted for each Arterial and each Collector street scheduled for work. Each residential area shall have one typical Traffic Control Plan submitted for the area. When changes to the Area Traffic Control Plans) are required, a re -submittal for the area shall be provided for approval. For required closures in a residential (i.e., closure for a crosspan repair) a separate submittal from the Area Traffic Control Plan shall be provided. The Traffic Control Plan shall include, as a minimum, the following: 1. A traffic control Approval Form submittal with each traffic control plan. The Approval Form shall be legibly written and filled out completely. 2. 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. 3. A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panels; vertical panels with lights; Type 1, Type 11, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panels. 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. 4. Number of flaggers to be used and flagger locations. Flagger locations shall be located where approaching motorists, bicyclists, and pedestrians have sufficient distance to safely stop at the specified point. 5. Parking and access restrictions to be in effect. 6. Detailed pedestrian and bicycle movement. 7. All applicable notes (i.e., sign spacing, taper length and posted speed limit, pedestrian routes, etc.) Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned under this contract. Project Specifications -Page 41 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL FIGURE 630-1 TYPICAL ARTERIAL TRAFFIC CONTROL PLAN TRAFFIC CONTROL CONTRACTOR COMPANY CANTACT NAME DATE PHONE# TCS CERTp SHEET# OWNER TYPICAL LEFT LANE NOT DRAWN TO SCALE DEVICE TABULATION 2. ROAD WORN AHEAD 2- LEFT LANE CLOSED AHEAD 2-TRANSITIONIL) 40.2W TRAFFIC CONES ARTERIAL STREETS -Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor's daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under "Flagging". Approved Variable Message Boards shall be required for Arterial streets, shall be shown on the drawing, and shall be paid for separately under "Variable Message Board". Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under "Advance blaming Arrow Board". Project Specifications -Page 42 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL FIGURE 630-2 TYPICAL COLLECTOR TRAFFIC CONTROL PLAN TRAFFIC CONTROL CONTRACTOR COMPANY CANTACT NAME DATE PHONEq TCS CERT p SHEET p OWNER NOTORAWNTOSCALE -r- �v� DEVICE TABULATION 2 - ROAD WORN AHEAD 2 - ONE LANE ROAD AHEAD 2-FLAGGERAHEAD 20. 28-TRAFFIC CONES COLLECTOR STREETS -Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor's daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under "Flagging". Approved Variable Message Boards may be required for collector streets and shall be shown on the plans and paid for separately under "Variable Message Board". Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under "Advance Warning Arrow Board". Project Specifications -Page 43 0(48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL FIGURE 630-3 TYPICAL RESIDENTIAL TRAFFIC CONTROL PLAN 0 TRAFFIC CONTROL CONTRACTOR COMPANY CANTACT NAME DATE PNONEp TCS CERTN SHEETY OWNER NOT ORAWN TO SCALE 9 ' , /� (v� i DEVICE TABULATION 2- ROAD WORK AHEAD 2. ONE LANE ROAD AHEAD 2-FLAGGERAHEAD 20 - 2r TRAFFIC CONES RESIDENTIAL STREETS -Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor's daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under "Flagging". Variable Message Boards are typically not required for residential streets. TRAFFIC CONTROL MANAGEMENT Subsection 630.11 shall be amended to include the following: The Contractor shall designate an individual, other than the Superintendent, to be the Traffic Control Supervisor. Traffic Control Management shall be performed by a Traffic Control Supervisor (TICS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or a current Colorado Contractor's Association (CCA) certification as a 10 Traffic Control Supervisor. Proof of certification for all personnel assigned to the project(s) shall be provided to the City Traffic Department and the Engineer. The Traffic Control Supervisor shall have approved traffic control plans for the work site and current copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to Project Specifications -Page 44 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL fe traffic control for street and highway construction, available on site at all times. The TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of five (S) working days prior to commencement of the work. The TCS shall be required to be on site at all times during construction. It is the intent of the specifications that the TCS be the same throughout the year. The TCS shall be equipped with a cellular phone. 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 request of the Engineer during non -working hours. A 24 hour telephone number shall be provided to the Engineer. Outside of construction hours, the response time from the Engineers' contact shall be 30 minutes or less and correction of the issue(s) shall be one (1) hour or less. If, in the opinion of the Engineer, any traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual. TCS duties shall include, but are not limited to: 1. Supervise and direct project flaggers. 2. Prepare, revise, and submit Traffic Control Plans as required. 3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 4. Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. 5. Notify residents and businesses at least 48 hours prior to construction. a. Notifications may be accomplished by a representative of the TCS such as a flagger and shall be hand typed and hand delivered to all businesses and residents. 6. • Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly and are clean and legible. 7. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. 8. Breaking flaggers for short periods of no more than fifteen (15) minutes over a sixty (60) minute period. 9. Set up and removal of traffic control device. 10. Maintain a project traffic control diary which shall become part of the City's project records. This diary/log shall be submitted to the Engineer daily and shall include the following information as a minimum a. Date. b. The time of traffic control inspections. c. Project description and location. d. Traffic Control Supervisor's name. e. Types and quantities of traffic control devices used per approved MHT. f. List of flaggers used, including start time, stop time and number of flagging hour breaks. g. Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective action taken. METHOD OF MEASUREMENT Subsection 630.15 shall be amended to include the following: "Traffic Control" shall be paid based on the cost of the total actual work performed during the pay period using the traffic control cost percentage in 630.01. The total cost of the work for the pay period shall be multiplied by the established percentage and shall be added to the pay application. This percentage of total work performed shall include all traffic control equipment, Traffic Control Supervisor (TCS), and all other • incidentals to the work excluding Variable Message Boards (VMB), Flaggers, and Advanced Warning Arrow Boards; these items will be paid for separately. Project Specifications - Page 45 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Items such as traffic control submittals, sand bags, sign stands, fencing, lighting, electricity, fuel, and caution tape shall not be measured and paid for separately and shall be considered a subsidiary obligation in conjunction with traffic control items. Business signs, Neighborhood Traffic Only signs and Detour Placard street names are not considered Specialty Signs and shall not be measured or paid for separately but shall be included in the percentage cost for the month. "Variable Message Board" shall be measured and paid per each per day in addition to the monthly percentage. "Flagging" shall be measured and paid per hour in addition to the monthly percentage and shall be provided based on the Contractors daily work activities, number/location of intersections, or as directed by the Engineer, and shall include all related equipment and incidentals (i.e., Stop/Slow paddles, communication devices if required, personal protective equipment). Hours of non -flagging work in excess of those authorized shall not be measured and paid for separately but shall be at the Contractor's expense including personnel break times, and stand by time. Flaggers shall be provided with hand signs such as Stop/Slow paddles and electronic communication devices when required and follow the current MUTCD standards. Flagger equipment and devices shall not be measured and paid for separately. "Advance Warning Arrow Board" shall be paid per each per day in addition to the monthly percentage. All costs associated with Traffic Control Plan review shall not be measured or paid for separately, but shall be considered incidental to the Work including re -submittal fees. The City may deduct from compensation due the Contractor $10.00 per day for each traffic control device not removed from the site immediately upon completion of the work or as directed by the Engineer. The Contractor may provide larger construction traffic signs than those typically used in accordance with the • City of Fort Collins Work Area Traffic Control Handbook and the MUTCD as approved by the Engineer, however, no payment shall be made for the additional panel size. The City of Fort Collins "Standard Master Street Plan Map" depicting the street classifications (Arterial, Collector, and Residential) can be found at the following link: http7//citvdocs fceov com/'tdt=Master+Street+Plan+Mao&dn=GIS+MAPS&vid=192&cmd=showdt Project Specifications - Page 46 of 48 0 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL BASIS OF PAYMENT Subsection 630.16 shall be amended to include the following: Payment shall be made under: Pay Item 630.20 Traffic Control 630.30 Variable Message Board 630.40 Flagging 630.50 Advance Warning Arrow Board Unit Percentage Per Each/Per Day Hour Per Each/Per Day 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 setup/removal/modification, notifications and delivery for Construction Zone Traffic Control as directed by the Engineer. SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. NOTE: FULL CLOSURES ON ARTERIAL AND COLLECTOR STREETS SHALL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF TWO (2) WEEKS PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR IN THE VICINITY OF A SIGNALIZED INTERSECTION OR ANY ARTERIAL AND COLLECTOR STREETS THAT HAVE MAJOR TRAFFIC VOLUMES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 AM OR 3:30 P.M TO 6:30 P.M. (EXCEPT IN THE CASE OF AN EMERGENCY). Project Specifications - Page 47 of48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL EXCEPTIONS MAY BE MADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIAL . AND COLLECTOR STREETS BETWEEN THE HOURS OF 7:00 A.M. TO 6: P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPMENT, LABOR, TRAFFIC CONTROL DEVICES, AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN INTERSECTION. THE ENGINEER SHALL AUTHORIZE SUCH WORK AND SPECIFY THE REQUIRED DISTANCE FROM THE INTERSECTION. NOTE: TIME RESTRICTIONS ON S.H. 287 AND HWY 17 (COLLEGE AVENUE AND MULBERRY STREET EAST OF LEMAY) SHALL TYPICALLY BE RESTRICTED FROM 9:00 A.M TO 3:00 P.M. NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER. 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 48 of 48 SECTION 00610 PERFORMANCE BOND Bond No.CSB0010372 KNOW ALL MEN BY THESE PRESENTS: that Vogel Concrete Inc 6330 S College Ave, Fort Collins, CO 80526 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Firm) Contractors Bonding and Insurance Company (Address) 5300 DTC Parkway, Ste. 330, Greenwood Village, CO 80111 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins. Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of One Million Five Hundred Seventy -Three Thousand Four Hundred Sixtv-One Dollars and Seventv-Eiaht Cents ($1.573.461.78) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 18th day of March, 2014, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7361 Concrete Maintenance Project Phase I — 2014 Renewal. • NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. 0 SECTION 03000 DETAILS Curb and Gutter 701 Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) 703 Standard Driveway Approach (I & 11) 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 2'_6• 9 1 1 /2'R. N 2'R ,'. (O Gutter edge may be tapered or battered.- (Typlcal for all Curb & / ~Y •' _••' e &Gutter Types) J—�••- -� In 4.5' VERTICAL ROLL-OVER (LOVELAND) r� CURB AND GUTTER NO: 1 DRAWINGLARIMER COUNTY CONSTRUCTION URBAN AREA 03/O1/02 701 STREET STANDARDS DRAWINGS DATE. • E 0 Y � LL:� 0 w o p m EE J V om /� mV/m X IL _ mu E of Lu °' ` U �o (b LL � v` Lu Lu 0 J 0 o Z J_ d U) m Q J Q ,a Cc Ir LLI O m U Ir / d l U WIr > pC NC W •°° r// IEE ° f -fie. av W mmr •. �.. .•a.' (L LLIr EF1 II v . / —7 1... ° W i . / / l-- fr Q LL s CURB AND GUTTER/SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 702 ^ N LIMITSOFC k G 14 IN.--.-I� 17 IN. 3 FT. 9 IN. m (1.17 FT.) mp (1.42 FT.) (3.75 FT.) i i \ ro n ev! n 1121N. FLOW LINE I I 4 IN. D D D p D. p D I�ri (151FT.) I (151R.)- n J 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 IN.� 1 1/2 IN. R ... D 4 IN. D 2 IN. R N A e' 'D D D D 6 IN. z ' T 4 FT. MIN. 6 IN. D 12 IN. m VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK ED SURFACE 1/B IN. R. 3/4 IN. MIN. 4.43 FT. 1.18 FT. 58 FT 2.67 FT. =s i D .09 FT. 1 V .n.'.. 11 FT. .D .30 FT �' e e A. ' .e. fYp p p D. 4 IN. I D DUMMY JOINT D DI ' FOR WALKS p p 6 M. o COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE — FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIESCONSTRUCTION DETAILS DATE: 11/13/00 D-6 DRAWN BY: NBJ ab at Fort cow • • 0 11 0 1'- 1-1/2' 4-1/2' 1 1/2'R. 1-1 /2' TO 2 R. .a � N e � w OUT FALL CURB & GUTTER (FORT COLLINS ONLY) 6 6' 4- 1 /8' TO 1 /4'R. 1 112' 1 Ar TO 1/4-R. 1/2 R. 1'R. . * : n. 6• • . 112' 3 ASPHALT OR 31/2' 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' J n row .�."..: � LL '0 rL... e.n ..� A� • 'r.. ! n ROADWAY PAVEMENT 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 e' barrier curb or 8' epoxy curb only. MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/0 1/07 703 A vJav vn� 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 II = With Attached Sidewalk for to Chapter 26 for minimum removal dimensions. PERSPECTIVE W = Width Ramp If necessary Right of Way line BI Detachetl max. ax a Sldewalk I W W W W W W W I € I W W W W N i W W I I W W W W N I Attached W E Sidewalk 6- 1:12 max. N 1:12 max. Beck of curb FL o T— — — B Lip TYPE I X=2'min. Driveway Width Varies x=6'-a" TYPE II w 3 IXPANSION Z J t= 7 72 (max. Om JOINT O �..• 1:24 LL N �j' WALK J SECTION B-B Mj NOTE: 0 N.T.S. CL EL WALK Y 1. Concrete driveway must be provided to the property line. 0 1:46 SLOPE M 1/4'PER TT— Expanslon joint B drNe WALK 2• continues as concrete SECTION A —A t N.T.S. STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 706 1] L_J Ir 1 u � � � )gym �ƒ /(§ -a , �# 3\$ ) m k 20 \ E cl ® 0 \ o e - * } F !) ' / § < § /} < 10 / \\ 0 = 3 E b 7 k° \` E ! ° || k ƒ� } } ( _ o ou f�° # \ IW c v | ) i �` ( 0 �, Z '6 ® c m ) )j � !§ = ) ® kj0 |\\ /7 §2 2"o \t\a ; 20 j } j ° d � + \f F : } ® Ott};§ m . a o � \ 7 \ �\}%\ § \ § !£)C)0- ( (�7Elk2e z,w¥: , 7�1,1� §) \ } \ SADR DRIVEWAY APPROACH (HIGH VOLUME DIVETYPSmaIV 2m eemmY mm2ulON 2gSol, p: 2 gRAmN URBAN 2E Al2 J22 £Agmm ATE: kA1A7 707 a 3 OZ it U Oir 0 ` O U O W O J r J pt d O U I I n a O c 00 O 3 z w p v O 2' O O c W d' W � 3 Q Q x w _ D v o 3 w II Z_ . W Z_ W J OEn Q' r � r W OO O � J - J Z_ zo Z o 0o p� 3� g ao OQ �� JCL a: Z OO J w� — 1 000 0m z ZJ Li DO Q Q O Nw Q U •.• =w o ` I qya OF J Q :° ¢ N Q r a O L) ¢ \ Z z O Op Of D• � � � a ' Z� uj + O U N cr> z_ z U uJ w ON Z_ z I.J U' W 0 xWC) J �Z t0 o �W Fn N -0 z 3 �a� ZaW CfpV 909 : '': wzw rrrn Ww ax w Q >a� r O Z y T N W Z = J — e N e 00 ¢ r x w 0 X N N W v O7 � N 5� 0 ox,-: ¢ v f7 v 2 ax 3 y c 03 Z O w�a o � 0 J O •� U � a vri vyi Q o a 5 U U STREET INTERSECTION CROSSPAN LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 708 0 El 0 X --I (Varies See Plans 1 11� 4 — --------- — d;T(Vades' , Sea Plants) :A 6- SECTION B-B 9 F Attached bj —Sidewalk— F_O. C 13 0 co 5/8' Rolled Steel Tread Plate (diamond pattern) Dimension Variable A A Retaining Screws at C V-0'or as Directed B Detached Sidewalk Notes: PLAN VIEW 5/8'Rolled Steel Tread Plate low- 'te M 1. Length of steel plate varies. L = 1 1/4'x 1 1/4'x 1/4" 1/2* x 1' Flat Head Mach. 2. Chase and cover plate run from . : * - , . Screw Brass or Electro-gatv. Right of Way line to flow Ilre unless 4 finish 12"on center approved by the Engineer. (typical both sides) With curb walk, cover plate extends �Anglo Iron to be drilled and from property line to top of walk face. threaded to receive screw. Irncrete to be drilled to allow 3'#4 Bar Welded at 12'on screw to extend Into the center, Nelson Standard Anchor SECTION C-C concrete or equivalent. (typical both sides) (typical both sides). COMBINATION CURB, GUTTER, AND SIDEWALK e V - VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK '�\N LARIMER COUNTY CONSTRUCTION I REVISION NO: 1 -- DRAWING URBAN AREA DRAWINGSSTREET STANDARDS I ATE: 04/01/07 709) 6 IN. F 3 FT.-6 A BL 6IN. T_ I STEEL DECK RING IN.WITH A 24 IN. NERVY 1NVER COVER BY MACLEAR OR APPROVED EQUAL, F6 I O I 6 IN. —I 6 IN. THICKSIDE (TYP. BOTH SIDES) BOTH SIDES) 6 M rAR, CURB 6 SEE DETAIL 'A' FLOW LINE <TYPDES) 4 FT. OPENING H FT. A PLAN VIEW 11 BS FLUSH N7S WITH CURB FACE 0 BAR 18 1 1/2 IN. R LONG 1/4 IN.-1 IN. LEG 6 IN. 2 IN. 4M1 6 IN. MIN. ,' _`i�y, _•,_ • I 5 BAR' /2d 1 IN. PIPE SPACER 7S AND 1 1/4 IN. LOCK NUT ' . 1 1/4 IN. DIA. X 24 IN. GALV. STEEL ROD - THREADED 3 1/2 IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT 3 IN. X 3 IN. X 3/6 IN. PLATE I 6 IN. SSL �HBCK OF ASSEMF B MANHOLE RUNGS_ NORMAL FLOW 6 i CURB FACE ASSEMBLY DETAIL GENERAL NOTES 1. SEE ➢-]B FOR REINFORCEMENT. 5. T SSILAD F It ETEEHALL BE SLOPE TO 2. FLD R OF INLET SHALL BE SHAPED WITH MA SIDE K. S D 6 ADD ]ON CONCRE E TO FORM INVERT S. EXPOSED STEEL SHALL BE GALVANIZED IN TO IPE CONNECT DNS, g ACCORDANCE WITH AASHTO M-111. 3• MANHOLE JUHT NG4 FTp AND GREATER FOR DETAIL 'A' 4. SIDEWALK 5 PLL BE 6 IN. THICK FOR 3 FT. A ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER CITY OF FORT COLLINS STORMWATER APPROVED: UTILITIES CONSTRUCTION DETAILS DATE: 11/19/02 qb of ►utt cNuw DRAWN BY: NBJ 1 SECTI❑N A —A TOP OF GUTTER IN, SECTION B—B WARPED GLITTER ALTERED I FLOW LINE 6 IN, FOR I DETAIL D-7A • E • IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 1st day of April 2014. IN PRESENCE OF: 40pPOR4T" SFP�I, .a ety.S�91�9 Principal Vogel Concrete, Inc. MR< 6330 S. College Ave., Fort Collins, CO 80525 (Address) Other Partners By: By: Surety Contractors Qonndingg'and Insurance Company By: 5300 DTC Parkway, #330, Greenwood Village, CO 80111 (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 0 fe 4 FT A pol 8 IN. O.C. ---I �- ,-601 / 501\ 9 IN O'CT 6 IN JOCIN oil Ep'-FLOW LIM A-.4-1 PLAN VIEW NTS TABLE 1 MARK DIA, IN. O.C. SPACINGREQ'D401 ' LENGHT 8 IN. 4 3 FT, 10 IN. 402 1 T l2 IN. ■ 7 FT. ID IN. 4D3 12 IN. JTPE 6 7 F7. 4 IN.404 I/2 IN. 12N. 14■12 [N.■3FT. IN.2 2 INS406 12 ■ 4072 9 FT. 0 IN. 408 12 N. 4 3 Fi. 4 IN. 501 5/8 IN. 9 IN. II 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. lI 4 503 5/8 N. 9 N. FT. 0 IN. 504 5/8 IN. 6 IN. 3/4 IN.24 ti IN.1 FT. 6 M TYPE II TYPE TYPE III r v TYPE IV IN ■VARIBLE WITH HIGHT, REFER TO TABLE 2. \ I TYPa VII IV' IN TYPE VII LOOP 12I . LAP BAR BENDING DIAGR GENERAL NOTES, (DIMENSION ARE OUT TO OUT OF AM 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. BAR) 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 I 3 N, FROM THE SIDES EXPOSED TO EARTH. RENFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. P FT. � rT - c TM SECTI❑N A -A NTS 2 FT. 5 FT. 2 FT r402 /,04 ANCHORS SECTI❑N B-B NTS TABLE 2 I H LE HT C.Y. LB. 402 405 404 1 406 CONC. STEEL PF76 . 6 IN IO 6 3 FT. 2 IN.2 FT. 1 IN. 10 6 . 0 IN 12 B 3 FT. 8 2 FT. 7 IN 12 8 . 6 IN 12 8 4 FT. 2 IN 3 FT. I IN 12 8 . 0 IN 14 10 4 FT. 8 IN 3 FT. 7 IN 14 10 . 6 IN 14 10 5 FT. 2 4 FT. 1 IN 14 10 0 IN. 16 12 5 FT. B I 4 FT. 7 IN 16 12 6 IN. 16 12 6 FT. 2 IN. S FT. I IN 16 12 0 IN. IB 14 6 iT. B IN. 5 PT. 7 IN IB 14 6 IN. IB l4 FT. 2 IN 6 FT. 1 D1. IB 14 6 IN. 20 l6 FT. B IN 6 PT. 7 1N 20 16 6 IN 20 16 8 FT. 2 I 7 FT, I IN 20 l6 0 IN 22 18 8 FT. 8 I 7 FT. 7 IN 22 18. 6 IN 22 22 9 FT. 2 IN. B FT. 1 IN. 22 22. 0 24 24 9 FT. 8 IN B FT. 7 IN 24 I24 CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 p_7B DRAWN BY: NBJ CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 p_7B DRAWN BY: NBJ BY 7 6 IN. THICK 0 SIDEV4LL CTYP. I BOTH SIDES) L I OF 6 IN 6 IN.— SEE DETAIL 'A' WARPED CURB L 4 FT. OPENING OW LINE 14 IN. MP GUTTER m 7 Y 20H SIDES) -Ti FT. __II A PLAN VIEW BE 8.3 FLUSH - WITH CURB FACE 2 IN. 1 4-1 NIS 1 1/2 IN. R 1/4 IN. -I P 2 FT. 4 FT, 6 IN. 1 61 6 N. _F SEE CURB FACE - ASSEMBLY DETAIL MANHOLE — RUNGS-12 IN. OZ. FOR J- 6 IN.✓F SECTION A -A NORMAL FLOW LINE--k TOP OF GUTTER WARPED GUTTER 6 IN. e,l _. S BAR F `ALTERED 1 1/2 IN. PIPE SPACER 4 FLOW LINE AND 1 1/4 IN. LOCK NUT 6 IN. 6 IN. > IN GALVI --I% SLOPE FOR 1 1/4 IN DIA. X 24 STEEL ROD - THREADil DRAINAGE 3 1/2 IN. AT TOP. 1/4 DL 10 IN.• EMBEDMENT •6 IN, 3 IN. X 3 IN. X 3/8 IN. F_ PLATE SECTION B-B EOTD CHANNEL CURB FACE ASSEMBLY DETAIL IN WALL TO OUTSIDE EDGE OF WALL GENERAL NOTI 1. SEE D-BB FOR REINFORCEMENT. 5. !WP SLJJDEF INLEJ PtLL BE SLOPE TO ATCH WALK, E -6. 2. FLOOR OF INLET SMALL BE SHAPED WITH INVERT ADDI]ION COMERLIL TO FORM TO PIPE CONNECT DNS, 6. EXPOSED STEEL SHALL BE GALVANIZED IN 3. MANHOLE RUNGS STILL RE REGUIRED FOR INLET HEIGHT 4 F . AN GREATER ACCORDANCE WITH AASHTO M-111. DETAIL 'A' 4. SIDEWALK SFPLEL BE 6 IN. THICK FOR 3 FT. ON EITHER S B OF INLET. CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTIL111ES CONSTRUCTION DETAILS DATE: 11/21/02 D-8A DRAWN BY: N13J UPI d F* Caffy 7 0 �_l 0 • 6 IN. z_ t- M B 1 M L 17 IN. 1 14TFT. I A --*� 3 FT. 5 FT. 3 FT. 11 FT. A PLAN VIEW TABLE 1 BAR LIST FOR CURB INLET NIS MARK DIA. D.C. TYPE NO LENGKT 1N, SPACING REO'D 402 8 IN. 11 4 3 FT. 10 IN. 4M I 12 IN. III • 7 FT. 10 IN. 4D6 12 IN. IV 6 7 FT 4 IR 407 2 IN 12 IN.❑ 14 i PT. 2 IN. 410 1 12 IN. II 4 411 12 N. 11 2 9 FT. 0 IN. 4I2 12 IN. Vil 4 3 FT. 4 IR 501 5/8 IN. 9 IN. 11 2 9 FT, 0 1N. 502 5/8 1N. 9 II 1 4 FT. 6 IN. 503 5/8 IN. IN. 9 IN. ❑ 1 1 9 FT. 0 IN. 504 5/8 IN. 6 IN. VIII 2 4 FT. 8 IN. 601 3/4 IN. - - 1 B FT. 10 IN. 8[8.5 - - 1 5 FT. 0 IN. ANCHOR 1/2 IN. 24 IR - 2 I FT, 6 IN. I —}—+—p1T TYPE Stra W20 IN. TYPE 'U' W20 IN. TYPE IV "U' B. IN. TYPE VII N VARIBLE WITH HEIGHT, REFER TO TABLE 2 ent 11 IN. TYPE V11I 30 1N. Loop 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSIONS ARE OUT TO CUT OF BAR) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WERE 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 A —A SECTION B—B TABLE 2 OI IANTTFS VARIABIF WTH HFICHT H NO. REOD LENGHT C.Y.LB. 402 1405 1 404 406 COLIC. STEEL 3 FT. 6 IN. 10 1 6 3 FT. 2 IN. 2 FT. 1 IN. 25 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. ] N. 2.6 230 4 FT. 6 IN. 12 8 4 ". 2 N. N. 3 FT. 1 IN. 2.B 236 5 FT. 0 IN. 14 10 4 FT. 8 3 FT. ] IN. 2.8 236 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. ] IN. 3.2 282 6 FT. 6 IN. 16 12 8 FT. 2 IN. 5 FT. 1 IN. 3.4 288 ] FT. 0 IN. 18 14 8 FT. 8 IN. 5 FT. 7 IN. 3.5 306 7 FT. 6 I . 18 It T. 2 IN. 1 IN. 314 8 FT. 6 IN, 20 IB 8 FT. 2 N. 7 FT. 1 IN. 8 FT. 0 IN. 22 IB B FT. B IN. 7 FT. ]IN. N 9 FT. 8 IN. 22 18 B FT. 2 IN. 8 FT. 1 IN. 10 FT. 0 IN. 24 20 B FT. 8 IN. 8 FT. 7 IN. CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT) CIT" OF FORT COLLINS STORMWAILR APPPOVCD DETAIL UTILITIES CONSTRUCTION DETAILS DATE 11/25/02 p_8B cr rr Icn DPIN B) NBJ A-7 EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 3 FTC F�6 IN. 604 BARS 1 T. I C 9 IN. 6 IN. TH]CK L_ 5 05 BARS AT 9 [N O.C. C SIDEWALK L (TYPJ J} 4 FT. B 6 IN 1 FT. I 2 05 BARS AT 6 IN O.C. 'IT BACK OF CURB SEE DETAIL 'A' L6 IN. / O 11 N. INE 04 APS A a N nr VAPPF3 CUP 6 GN FP ( )P) 2 FT. A DETAIL "B" BE 8'5 FLUSH WITH CURB FACE 1 12 IN. R BAR / loll LONG /4 IN.-1 IN. LEG 2 N. 2 IN. •� 6 IN. 6 IN. 2:1 N 5 BAR p 1 1/2 IN. PPE SPACER AN 1 1/41N. LOCK NUT 8 IN, T 1 1 /4 IN. DIA X 24 IN. GALV. 3 IN. S L ROD — THREADED 3 1/2 IN. AT TOP. 61N. 4 IN. 3 IN. X 3 IN. X 3/8 IN. PLATE 6IN. DETAIL "B" 8E8.5 WITH 1 1 2 IN. DIA. HOLE IN CENTER - EX ND CHANNEL TO OUTSIDE EDGE OF WALL --1 SEE DETAIL •B• ¢4 BARS 6 IN 6 IR 15 BARS B 1/2 IN. T 1x SLOP —7 7. 6 M #4 BARS /4 BARS-12 IN. O.C. BOTiWAYS SECTION A —A a IT n m. 3 IT 6 1N. WARPED GUTTER DEPRESSED GUTTER UP OF CURB 2 IN WARPED GUTTER FLLOW ORMLINE ifLLjI FLO LI W LINE SECTION B-B (REINFORCEMENT NOT SHOWN) / 4 BARS 5 BARS GENERAL NOTES, I. SIDEWALK SHALL BE 6 IN, THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. ADD 1•Y 4 BARS D`1 / 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 1/2 IN. MATCH SIDEWALK, SEE 11-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. qq BARS-12 IN. O.C. �pTHWAYS 5. REINFORCEMENT IN WALLS AND BASE SHALL SIDE EXPOSED TO EARTH. SECTION C— C BE 3 IN. FROM THE REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK CITY OF FORT COLLINS STORM WATER APPROVED: I DETAIL UTILITIES CONSTRUCTION DETAILS DATE' 12/19/00 D-1 Z <m a1 Fort Cdft' DRAWN BY: NBJ E C, J EXTEND VALK I FT. BEYOND NORMAL BACK / 4T 1 OF WALK. 3 FT. 6 IN. _ 6T4 BARS RC I~ 1 TN. . 1 T. L C 9 IN. IRS AT C g[ 8.5 WITH 1 1/2 IN. DIA. HOLE 6 IN. THICK L—. IN CENTER —EXTEND CHANNEL TO SIDEWALK (TYP.)OUTSIDE EDGE OF WALL. — 4 FT. v 6 IN 1 FT.S AT B (TYPJD.C. B TURB BINrW AIL 'A'1] IN II IN'DETAILWLINE 14 IN 44 VARPEO CURB B L SEE DETAIL ,B• N4 BARS A s IN. DETAIL "B" 6IN. NSeBARS e%z ' 1% SLOPE 6 IN. NTH C 8 FLUSH #4 BARS t WITH CURB FACE 1 1/2 IN. R 1411 . LONG N4 BARS-12 IN. O.C. 1 4 IN.-1 IN. LEG BOTHWAYS • 21N. SECTION A —A 2 IN. 4:1 a 6 IN. .ad 6 IN. 3 FT. 6 IN. 4 FT. D IN. 3 FT. 6 IN. 2:11 N 5 BAR WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER = TOP OF CURB i 1/2 IN, PIPE SPACER AN 1 1/4 N. LOCK NUT 8 IN. F T 1 1/4 IN. DIA. X 24 IN. GALV. • a 1 IN STEEL ROD — THREADED NORMAL 3 1/2 IN. AT TOP. 3 1/4 IN LTERED FLOW LINE FLOW LINE 3. IN < SECTION B—B 6 IN. . a IN. (REINFORCEMENT NOT SHOWN) 3 IN. X 3 IN. X 3/B IN PLATE —L 11 FT. 0 IN. 6". DETAIL "B" 1 FT. GENERAL NOTES, N 4 BARS 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN EITHER SIDE OF CULVERT. ADD 1 N 4 BARS .—ADD 1 N 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 1/2 IN. MATCH SIDEWALK. SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN 1 ACCORDANCE WITH AASHTO M-111, 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 4 BARS-12 IN. D.C. oTHwgrs 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 1/2 IN CLEAR. CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-13 asdm DRAWN BY: NBJ "Wil 1 IN. MIN. a AROUND H PIPE I I Ili I T 1 u f` -NO. 12 GRATE AND FRAME BY MaCLEAR OR APPROVED EQUAL A 35 3/4 IN. 1 4 IN. 6 IN. 23 3/4 IN. 14 IN. INLET GRATES - / FLOW LINE OF INLET AND CONDUIT 1 47 SECTION A —A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) N. i N. qR. R LF. H 6 �4 0 12 IN. .. .' •, 12 1N. CTRS. (TW-) ' f.:_. LAP r �; T CRETE I 1 - H 12 IN. MAX' \ FL1 STEP SPACING S �7 6 W. TYPICAL WALLS AND FLOOR SECTION B—B AREA INLET APPROVED: CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 12 ctb a1 Fart cow UTILITIES BY:: NBJBJ 3 IN. % O.F. I 2 N. LF. }4 O 12 IN. CTRS. (TV.) DETAIL D-9A n LJ 0 N E O ZI 0 V hm2� h R M R to 0:: Q W m Z 0 Q 0 N z Q F- 0 0 0 o z W C Z_ — J w r � O O V W 0 U &—� Q aaaoaa L0 Lli oao�aaCD 8 V h0, a Z 0 f rC� ID v/ yy y W L a �g N C{y U 0 V L lV- D m m Q � Q� Q in O z R Y J W V / _J Q W LLI {~- ja. Z m �? O Q U Q CO a: cr. O W O J O z O J' U �— LW z c Q U cC z �OZ CC LLJ LLJ O • z W Alley F • • Border (fYP.) Drive -Over or Vertical Curb & Gutter 101C101 1(7,X101 SIGHT Construction Joint Curb SIGHT AREA 0' Curb Walk 1:12 e I nl� oily S' minlmum thick 1 1.,_Walk12 N � concrete `1 °r O'Curb Truncated Dome Parkway Warning Detection Nl� Vertical �Warning Detection Parkway 6• Curb 1 G Curb STREET ALLEY W1 SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley \FL-j� \ I / Concrete :+ Alley Drainage Inlet or Other Drainage Collectlon R.O.W. System shall be designed (TYP.) for 2 year storm minlmum_ 10X10' SIGHT / / \ \ SIGHT AREA / \ AREA m Walk 124 1; I o�c� 8' minlmum thick 1`24 Walk s +— concrete Or Cu b Parkway ��i O'Curb parkway Warning Detection See Tables 8-1 & 8-2 For Radfl STREET Requirements ALLEY W1 CENTER DRAINAGE Drainage May Not Cross the Walk Unless The Water Is Sheet Flow and does not Interfere with pedestrian use of walk. ALLEY INTERSECTIONS IARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 803 Depress ring 1/4'to 5/8' below adjacent finished street grade Cover Final asphalt Ilft, overlay or grade adjustment Existing base course Support with Steel Shims and pack with High Strength Grout Slope up to match finished pavement NOTE: 1. Grout shall be a mixture of 100 Ina Grout mix, 26 Ibs water (3.1 2 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 t0 make ring and cover flush with the finished pavement surface. Straight cut around ring Concrete grade ring to match slope or finished grade Shim / Grout Grade ring Manhole STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING MAN AREA DRAWINGS S STANDARDS DATE: 08/07/00 1201 • • SECTION 00615 PAYMENT BOND Bond No. CSB0010372 KNOW ALL MEN BY THESE PRESENTS: that Vogel Concrete Inc 6330 S College Ave, Fort Collins, CO 80526 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm), Contractors Bonding and Insurance Company (Address) --5300 DTC Parkway, #330, Greenwood Village, CO 80111 hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave. Fort Collins Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the; o nal sum One Million Five Hundred Seventy -Three Thousand Four Hundred Sixtv-One Dollars and Seventv-Eiaht Cents ($1.573.461.78) of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 18th day of March, 2014, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7361 Concrete Maintenance Project Phase I — 2014 Renewal. • NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety,.for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. f`� n u Il u oemcnas t3\'Ja k 12' Expansion Jo T mmel DETACHED qE EWALI NOTE: Driveway Sldewalk S Commer l r E Resdeniel r-1/l Fxpansiw Joirtt Materiel ATTACHED SIEEWAU SECTION A -A Nls ..lk TIYo .. snail sa mnr-rnum. I. 3i lk grade &F I remelt con mnt across dew 2. For di.awW tladgn regrtemientp, pee GONST. OWO_ 7M & TO]. 3. TM1 d.ta appMon t0 Rpaklantlpl & Cornmorml diMCw . STANDARD SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1601 d 4 d � d i' • � •r r r _— slope �alk to curb 1/4• per foot. • .d '4 • d NOTE: Construct aldawalk v Ir is at 1 M ntarvals and eiyned v.•Rt sco��U on cum. ATTACHED SIDEWALK DETAIL Slope: Minumum 3111 Ma>imum 3,Yt Slope eilewalk to curb 1/a• par foot. DETACHED SIDEWALK DETAIL 1 /4 SLAB THIGKNSS ie ...�'. i.. e .w ..-1/41.1 .. S a • d ' WEAKENED PLANE JOINT 9 1 Pt EJ wtwri T-' ete�l d • ' INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT 0 SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1602 • r� • • Curb to retain ground behind the walk, If needed. 2 (Radlus varies) Transttlon beck of walk (yp-) Truncated Dome !-I-Warning Detection Wood float \r 'lost finish •• ramp ° CID c f• s�, P Walk Broom finish a� D•�`c1� e Curb Gutter '"° 6 s� e�o� Wood float flnlsh thru ramp Walk Broom finish Curb Gutter Curb (optional) CORNER LOCATION Ony If needed --1 A ------74rTransltlon back of walk (typ.) 4A I 6 I 5' I 6' I Truncated Dome o t (min.) T T� (min.) Warning Detectlon z n MID -BLOCK LOCATION at the comers of the 3 truncated dome warning $ 2'-0' 6' atruncated dome warning m detection C Slope3 io ,< (max.) o E a ' LL �. q ...a .. . . c a' (fl E 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_ DWO_ 1606(a) and 1607 for Fort Collins. 4. See CONST_ DWG- 1614, 1615 and 1616 for Loveland. 1:12 sop. Broom finish ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1603 ARTERIAL 7ROWaD Une ARTERIAL / COLLECTOR 2 J Q R=6' Wcc io I— Q � y s- ro 9� P' a J Q ROW Une E 10' 6' H 10' 5' (min.) Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radlus > 35' DETACHED WALK / INTERSECTION DETAIL 2LARIMER COUNTY CONSTRUCTION REVISION N0: DRAIfING UR3AN AREA DRAIPINGSC I F STANDARDS DATE: 08/07/00 1604 LJ 011 n u Note: Use of this detall requires speclal approval In Fort Collins by the Local Entity Englneer_ DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRA{9ING URBAN AREA NSTR CTI STREET STANDARDS DRAWNGS DATE: 04/01/07 1605 1.5' TRANSITION, 0.5, TYP.� i1.5' TRANSITION W W W W W V W W W W 606060606 0000 °°°°°°°°° 2• C W i W W W W W W V W Flared Optlon W W W W W W W i W W W W W W W i Truncated DanN W W W W W Warning Detecton W - -FLARE OPTION W A V °°°° 000° 0000 Truncated Dome 4' MIN. 0000 Wam6�g Detection 1' H. Max I o°o° 8' CURB 000p 0' CURB o°O 0 0 .._.._..—..— CURB OPTION ° Y 2' CURB 1:25 elope t-B' or as speciDed ) (maxFL 1;1-? E MAX Jj'i ��' •L•..A `BOWLINE STANDARD GRAY CONC TE` e' L1P OF GUTTER RAMP WITH 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 B INCHES. 3. JOINT PATTERN TO BE ACCORDING TO INTERSECTION GUTTER DETAIL! OR AS DETERMINED BY THE LOCAL ENTRY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5_ A 61NCH 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 ENGINEEF). PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS 04 O1 07 STREET STANDARDS DATE: 1606 • • ul is FORT COLLINS ONLY 3 ed c iij O � n c 3 o m 12 o E r S E 0 � � :s Z t 3 ¢ _N V •- _ oa a �s siy ow Sa c H EJ 75 RESIDENTIAL LOCAL STREET ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1 6 0 6(a) FORT COLLINS ONLY E -2�2 s V U N LL U t, ULL N m LL O0=10 m A�A. oc mN OC�O s a Q =sd nSl O&JO 3 mN+rV+ o,=dh 0000 m +m+m+ Varles E fV a OONO E OI�JO A - tiA E a 3 fno ob o OOc CG A0 c; 0 2 yet C P YS t0 A m ZIH A N t 1 O ICJ 0 0000 o al U N u_ N d N N 2> LL c 68 C N A w a � o E9.2 fa d a d H U a O d C LL 206 6Yos' d QE m h E A E E 9a, 6 i 9 a 2 c o m U m A 0` `��. = N OC—O m C—=a y9a-a9=a LL 00 2J00 ^-- OC`�00 O "~ — aN �0 00 `. zlf ��\ O oc. 000 OCA00 aL earl 0 Z a CV a) r: `O c � U d c U cn 4n� o c„ o s' cO E EOCc)oO _O O0000Varlest:�j D000 0 1, �� Q -)ellaaell eelda 9P W� C�1 r O 1i i a 0"'] LL U � ♦_ 0 m oo—j LL UOQ TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 I607 • • L, • 4• Mln- Flat Rest Area 4' Mln. 1112 MAX 1:1�y Show street surface r'. SECTION A -A Minimum area of nose Island 50 ft' Truncated Dome Warning Detection (bp-) A Min. 4' A Upon re e 6 Stop Bar al Mln. traffic signals Sidewalk wldth shall conform to width requlrements for the street classlrlcatlon NOTES: 1 . No storm water shall drain through pedestrian re/uge. 2. Pedestrlan 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 DRAWINGSSTREET STANDARDS DATE: 04/01/07 1608 4'-0' (Min. Width) Sidewalk Addldon �1 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 jclnts to existing tooled joints. EDGE SURFACE 1 /8' R. ° H 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 REVISION NO: DRAWING MAN AREA CONSTRUCTION STIRFI F STANDARDS DRAWINGS I DATE: 08/07/00 2501 • • IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 1st day of April 2014. IN PRESENCE OF: pHrvnA jam'. '.fni . c'1 SEAL . ab Principal Vogel Concrete, Inc. 6330 S. College Ave., Fort Collins, CO 80525 (Address) Other Partners M Surety Contractors Bonding and Insurance Company By: G(/L// wlAG✓ 5300 DTC Parkway, #330, Greenwood Village, CO 80111 (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. • L • d B w IT z ©3 4 $ r y5A xyy8 U WZ o Q 4 y�Q� �� �� � e� U /✓~ u 3 90 4 5g I n � N Afi o Gy o £ 2 #$moo n 1 m a ~ tc jam I o EE�� n 7 i vsjkE E. G _ C o p n a F € IL X 53 — MO o Y k'Yl G a R C o tl FR U a 3 5� a a 0 ES 9z m® a N a W n T o dA R = _ znz iA E d �jG�� u'AER RA lCA C• � � � C � o z J9a �� � 0 11 0 0 � |] NZ tf ) q � JMWAW�4 c , ƒ § \j/\d q/5 \ \\ Eli !�/) \| /\/ \§A ƒ£ �10 \} |y \�|} RS |% ! � I , _ ) /�/o ]{:0 \ � � I I § § , 0 �-j E No Text n 0 L SECTION 03500 • PROJECT MAPS In alphabetical order: Collindale Golden Meadows Irish JFK Laporte 2 Martinez Prospect Estates S. Shields St. Scotch Pines South Mesa Park W. Magnolia W. Stuart 2 0 SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF ENVIRONMENTAL 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 1 of 3 Spill Prevention and Response 1 of 4 Utility and Storm Sewer System Maintenance 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 3 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 • f1 0 • 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 C] New Construction Activities for Municipalities Description This fact sheet covers new construction activities disturbing less than one acre not subject to a CDPS Construction permit. New construction includes, but is not limited to buildings, structures, capital improvements, roadways, and recreational components such as trails, restrooms, and other structures. Procedures provided are general in nature and can be applied to any scale or type of municipal construction. 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 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. 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 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 County, Municipal Operations and Maintenance Program, July 2005. 0 0 Page 2 of 2 0 CONTRACT DOCUMENTS TABLE OF CONTENTS BID INFORMATION 00300 Bid Form CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (Contractor) 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00960 Application for Payment SPECIFICATIONS Section Pages 00300-1 - 00300-3 00500-1 00510-0 00520-1 - 00520-6 00530-1 00600-1 00610-1 - 00610-2 00615-1 - 00615-2 00630-1 00635-1 00640-1 00650-1 - 00650-2 00670-1 - 00670-2 00700-1 - 00700-34 00800-1 - 00800-2 00900-1 00950-1 - 00950-2 00960-1 - 00960-4 A • POWER OF ATTORNEY RNLI® Ckk a au eom w P.O. Box 3967 1 Peoria, IL 61612-3967 Phone:(800)645-2402 1 Fax:(309)689-2036 ,Row All Men by These Presents: RLI Insurance Company Contractors Bonding and Insurance Company That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That this Power of Attorney may be effective and given to either or both of RLI Insurance Company and Contractors Bonding and Insurance Company, required for the applicable bond. That RLI Insurance Company; a Illinois corporation, and/or Contractors Bonding and Insurance Company, a Washington corporation (as applicable�.-each authorized and licensed to do business in all states and the District of Columbia do hereby make, constitute and appoint: W.R. Withrow, Megan A. Brown. Jointly or severally in the City of Denver . State of Colorado , as Attorney in Fact, with full power and authority hereby conferred upon him/her to'sign, execute, .acknowledge and deliver for and on its behalf as Surety, in general, any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million Dollars ( $10,000.000.00 ) for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. RLI Insurance Company and Contractors Bonding and Insurance Company, as applicable, have each further certified that the following is a true and exact copy of the Resolution adopted by the Board of Directors of each such corporation, and now in force, to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation shall be executed in the �rporate name of the Corporation by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by uch other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Corporation. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation. The signature of any such officer and the corporate seal may be printed by facsimile or other electronic image." IN WITNESS WHEREOF, RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have caused these presents to be executed by its respective Vice President with its corporate seal affixed this I Lt day of November, 2(,1,d. ...... .. !'/!0 /ry�� .• jcE , J RLI Insurance Company ••PN• :s+m� �- PO4r ..........0 . o,4q. y Contractors Bonding and Insurance Company -o. , .m —�_ l/` Z"' OOaPOMTs •.7ss . o = SEAL g `Z: :•SEAL V ••• 1979 i F State of Illinois l .• ••., Roy C. Die Vice President $S W49HIN0T0� .• •••••; ���.��t/I/N, a•• L) )} County of Peoria CERTIFICATE On this I st day of November 2013 before me, a Notary Public, personally appeared Rov C. Die , who being by me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of the RLI Insurance Company and/or Contractors Bonding and Insurance Company, and acknowledged said instrument to be the voluntary act and deed of said corporation. I, the undersigned officer of RLI Insurance Company, a stock corporation of the State of Illinois, and/or Contractors Bonding and Insurance Company, a Washington corporation, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable; and furthermore, that the Resolution of the Company as set forth in the Power of Attorney, is now in force. In testimony whereof, I have hereunto set my hand and the seal of the RLI Insurance Company and/or Contractors Bonding and Insurance Company this 1 St , day of April , 201 4 . Ge&�" RLI Insurance Company M. Bock ler Notary Public Contractors Bonding and Insurance Company _ "OFFICIAL SEAL" Roy C. Die Vice President OD^1°r's JACOUELINE M. BDMER ¢o COMMISSION EXPIRES MIW14 057557e920212 A0059913 i 11 0 Saw -cut slurry Trash Good Housekeeping Dumpster/Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Dry cleaning methods Related Procedures Spill Prevention and Response Street Sweeping Street Sweeper Cleaning and Waste Street, Curb and Gutter Maintenance Street, Curb, and Gutter Replacement and Construction Description Procedures involving the replacement and construction of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. 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. Applicable sediment and erosion controls maybe 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. 4) 0 • 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. For More Information Name Address City, State Phone e-mail Possible Pollutants Fine-grained sediment Organics Oil Saw -cut slurry Trash Good Housekeeping Dumpster/Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Dry cleaning methods Related Procedures Spill Prevention and Response Street, Curb, and Gutter Maintenance Description Street, curb, and gutter activities include concrete and asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and striping. Procedures involving the maintenance of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. 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 • 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. 0 0 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: • 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. 0 s 0 Heavy Equipment and Vehicle Maintenance Material Storage Materials Management Outdoor Vehicle Maintenance Vehicle Fueling Ll Spill Prevention and Response Description Due to the type of work and the materials involved, many activities that occur either at a municipal facility or as part of municipal operations have the potential for accidental spills. Some municipal facilities operate under Spill Prevention Control and Countermeasures (SPCC) plans that include procedures for spill response. Proper spill response planning and preparation enables employees and contractors to effectively respond to problems and minimize the discharge of pollutants to the storm sewer system. 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 Spill Prevention • Keep work areas neat and well organized. • Maintain a Material Safety Data Sheet (MSDS) for each hazardous chemical. Follow the Outdoor Material Storage procedures. • 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 s 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 ham: / / www.cdl2he.state.co.usz op / wgcc/ Resources / Guidance / sl2ilIguidance.pdf andhtW://www.cdphe.state.co.us/hm/spillsandreleases.httn 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 City of Centennial, Department of Public Works: Good Housekeeping, No Date. City of Centennial, Department of Public Works: Materials Management, No Date. City of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stormwater Quality 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 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 40 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. U 0 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 Maintenance Description This procedure addresses utility and storm sewer system maintenance. Utilities include power, sanitary sewer, water conveyance systems, and the storm sewer system. Power includes electrical and gas utilities. Maintenance of power may require excavation and reinstallation of lines including open cut trenching or directional boring in landscaped areas or street right of way. Electrical and gas line maintenance ensures services are provided to businesses and households without interruption. The sanitary sewer system is cleaned as part of routine maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and overflows may occur and can result in potential property damage and significant health concerns if not properly managed. Water conveyance systems are flushed and pressure tested as part of routine maintenance. Potable water systems must be properly maintained to ensure delivery of water that meets State and Federal health standards. Failures result in water main breaks that can cause property damage including erosion. The storm sewer system is cleaned as part of routine maintenance and on an emergency basis in the event of flooding. Maintenance will remove pollutants and ensure the system functions properly to avoid flooding. 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 Eq ui ment/ 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. 11 Direct the water so that it is not flowing overexposed 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 0 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 Storniwater 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. 10 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 0 0 • 0 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 Snill Prevention and Response procedure for reporting requirements. Page 2 of 3 0 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. is Page 3 of 3 City of Fort Collins Regulatory and Government Affairs Division FCfty of Oj rtftins Nenficatlon • Originator Revlsetl Approvetl Issued x. Imnals LR ss _ Date •�, Oct 09 10119109 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 l:\RGA Division\SOPs\ESOPs . location: Rev. Date Description No. 001 002 4.0 Training Requirements 5.0 References/Related Documents 6.0 Records 0 I* Revision date: Page 1 of 3 16 10119/2009 City of Fort Collins Regulatory and Government Affairs Division of 9s verification Originator .Revised; Approved - Issued Infia'Is r.9 LR ss Date Oct 09 10119109 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater 1.1 The purpose of this ESOP is to describe the appropriate methods of handling power washing wastewater. f= o 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. 3.1 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. x 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, i Revision date: 10/19/2009 Page 2 of 3 City of Fort Collins Regulatory and Government Affairs Division of Fort Collins Verification: � Originator .RevisedA -,Approved Issued Initials �! LR ss Date Oct. 09 10/19109 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. 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. I Training Requirements 4.1 The training requirement associated with this procedure is knowledge of the proper management of power washing wastewater. [50 References / Related"Documents 5.1 http://www.cdphe.state.co.us/wq/PermitsUnit/PoIicyandGuidance/powerwash.pdf 5.2 I:\RGA division\Illicit Discharge Program\Complaint Calls\pressure washing\City power washing quidance.pdf L60 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: is10/19/2009 Page 3 of 3 ACORO CERTIFICATE OF L( - BI'L17Y INSURANCE",' DATE(MMDDIYYYYI - ; 1/24/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY 'AND -CONFERS NO RIGHTS-UPOWTHE' CERTIFICATE HOLDER!'THISI CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND; EXTENDOR ALTER THE COVERAGE 'AFFORDED BY THE -POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A'CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED SPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. ?ORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: COWE!St Associates CO West Insurance Associates P.O. BOX 101387 PHONE (-J2O)$24-9344 FAXAC No: (]201524-9352 E-MAIL ADDRESS INSURERS AFFORDING COVERAGE NAICM Denver CO 80250-1367 INSURERA:Pinnacol Assurance 41190 INSURED INSURER B: VGL, Inc. INSURER C: 6330 S. College Ave. - INSURER D: INSURER E: ' Fort Collins CO 80525 INSURER F: COVERAGES CERTIFICATE NUMBER- aFVICInid MI1RAPPo- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IY LTR TYPE OF INSURANCE D POLICYNUMBER POLICY10(010 EXP MMDCDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ PREMISE Ea occunence S COMMERCIAL GENERAL LIABILITY MED EXP (Anyone person) $ CLAIMS -MADE ❑ OCCUR PERSONAL 8 ADV INJURY $ GENERAL AG GREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER'. PRODUCTS-COMP/OP AGG b POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY Per accident) ( ) 4 HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE Per accident $ $ MBRELLA LIAR OCCUR EACH OCCURRENCE S 4DED AGGREGATE $ XCESS LIAB CLAIMS -MADE RETENTION S $ A WORKERSCOMPENSAPON AND EMPLOYERS' LIABILITY YI NIQBY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED] (Mandatory in NH) If yes, describe under NIA 4102132 /1/2013 7/1/2014 X WC STATU- 0TH- LIMITFIR E.L. EACH ACCIDENT S 100 000 E. L. DISEASE - EA EMPLOYE S 1 00 000 E.L. DISEASE - POLICY LIMIT $ 500,000 . DESCRIPTION OF below OPERATIONS :E::7 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Scheduie, if more space is required) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE •THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Fort Collins ACCORDANCE WITH THE POLICY PROVISIONS. 300 Laporte Avenue Fort Collins, CO 80522 AUTHORIZED REPRESENTATIVE W.R: Withrow/LLA ACORD 25 (2010/05) 968-2010 A;ORC C.iRPQ'rl^.1-,0N All r"" ht= ©1988-2010 ACORD CORPORATION. All rights reserved !^ANS025.(201005)014 ,f A^( :� fl Tha ACORD name and Innn era r.nief.rad markc of ArnPr) 11 0 Dry cleanup methods Employee training Related Procedures Heavy EquipmentlVehicle Maintenance Outdoor Fleet Maintenance Spill Prevention and Response Vehicle Fueling Description Spills of gasoline and diesel fuel on the ground or on vehicles during fueling can wash into a storm drain and cause water pollution. 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 Fuel vehicles at approved locations (municipal fueling station or offsite fueling station). Provide spill kits near the municipal fueling location. If fuel is stored in an above -ground tank, store fuel in enclosed, covered tanks with secondary containment (e.g., concrete barrier or double -walled tanks). All fuel tanks will be inspected per State and Federal regulations. Periodically inspect municipal fueling locations for the following: • 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. 0 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. • 0 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 Material Storage Spill Prevention and Response Vehicle Fueling Outdoor Fleet Maintenance Description Although it is recommended that fleet maintenance activities be conducted indoors or under cover, it is sometimes necessary to perform fleet maintenance outdoors (e.g., equipment is too large to fit inside the maintenance building, temporary repairs need to be made before the equipment can be moved to the maintenance building, breakdowns, service calls). Some potential pollutants typically associated with outdoor fleet maintenance activities include oil, antifreeze, brake fluid and cleaner, solvents, batteries, and fuels. Consult the Spill Prevention and Response procedure and the Vehicle Fueling procedure for additional information on those topics. 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 Fleet Maintenance Fleet maintenance should be performed inside whenever possible. If indoor maintenance is not possible, ensure maintenance is performed in a location where contact with stormwater is minimized, through berming and appropriate routing of drainage. Provide inlet protection (berms, weighted inlet covers, etc.) for all adjacent inlets when work is occurring in close proximity to a storm drain inlet. Have absorbent pads and drip pans accessible to capture leaks and spills during maintenance activities. Keep equipment clean and do not allow excessive build-up of oil and grease. i Page 1 of 4 0 El Perform regular preventative maintenance to minimize the occurrence of leaks and major repairs. Recycle and/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. . Clean up spills promptly using dry methods (do not hose down). Consult the Soill Prevention and Response procedure for more information. Cleanup is completed only after absorbent and rags are disposed of properly. 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. Dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight, then swept and vacuumed. Liquid from wet sanding should not be allowed to enter the storm drain. Never discharge these wastes to the storm or sanitary sewer systems. Minimize waste from paints and thinners by carefully calculating paint needs based . on surface area and using the proper sprayer cup size. . Clean spray guns in a self-contained cleaner. Do not dispose of 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. . 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. 0 Page 2 of 4 Do not wash or hose down the storage area except in areas where the wash water will only enter the sanitary sewer drain as an approved discharge. Use dry clean-up methods as often as 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 is used, only discharge wastewater to an oil/water separator connected to the sanitary sewer. • When using solvents, 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 storm or sanitary sewer systems. Vehicle and Equipment Washing Vehicles should be washed, whenever possible, in the municipality's vehicle and equipment wash area/bay or taken to a commercial car wash. Employee Training • Train applicable employees 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 outdoor 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 0 References Center for Watershed Protection, Municipal Pollution Prevention/Goad 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 fleet maintenance. Chemical purchasing policies. 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. 0 Page 4 of 4 For More Information Name Address City, State Phone Possible Pollutants Metals Toxins Solvents (degreasers, paint thinners, etc.) Antifreeze Brake fluid and brake pad dust Battery acid Motor oil � I 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 Material Storage Outdoor Fleet Maintenance Spill Prevention and Response Street Sweeper Cleaning and Waste Vehicle Fueling Vehicle Washing 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. When drip pans are used, check frequently to avoid overtopping and properly dispose of fluids. Drain fluids from leaking or wrecked vehicles and from motor parts as soon as possible. Dispose of fluids properly. Page 1 of 4 • 0 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. 0 Heavy equipment and vehicle maintenance logs Page 3 of 4 OP ID: KH a►`oFzo CERTIFICATE OF LIABILITY INSURANCE D0411AM 812014 04/16/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSL IS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER PFS Insurance Group-JT 4848 Thompson Pkwy, Ste 200 Johnstown, CO 80534 Tad Borrett CONTACT NAME: PHONE FM A/C No EH: AIC No: ENA1L ADDRESS: PRODUCER CUSTOMER ID r: VG LIN-1 INSURERS AFFORDING COVERAGE NAIL r INSURED Vogel Concrete, Inc. 6330 S College Ave Fort Collins, CO 80525-4044 INSURERA:Auto Owners Insurance Group 18988 INSURER e: Pinnacol Assurance Co 41190 INSURER C INSURER D : INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE JUM POLICY NUMBER MMIDD MMIDD/YYYV LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 _DI RENTED PREMISES Ea occurrence E 300,00 1 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR 74037316 01/17/2014 01/17/2015 MED EXP(Any one person) E 10,00 PERSONAL d ADV INJURY $ 1,000,00 X binkaddlins GENERAL AGGREGATE $ 2,000,00 GENT AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $ 2,000,00 PRO- LOC POLICY rX1 $ A AUTOMOBILE LIABILITY ANY AUTO 709905200 01I17/2014 01/17I2015BODILY COMBINED SINGLE LIMIT (Ee accident) E 1,000,00 INJURY(Per person)ALL OWNED AUTOS BODILY INJURY(Per acciden) $ JX SCHEDULED AUTOS AUTOS PROPERTY DAMAGEHIRED (PER ACCIDENT)$ $ NON -OWNED AUTOS 8 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,00 q EXCESS LIAB CLAIMS -MADE 7-099052-03 01117/2014 01/17/2015 DEDUCTIBLE $ $ RETENTION $ B WORKERS COMPENSATION AMEMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUT/E YIN EXL OFFICERIMEMBER LUCED? (Mandatary In NH) NIA 102132 07/01/2013 07/01/2014 X WC STATU- OTH- TORY LIMITS OF E.I. EACH ACCIDENT $ 100,00 E. L. DISEASE - EA EMPLOYEE $ 100,00 If yes, describe under DESCRIPTION OF OPERATIONS below E. L. DISEASE -POLICY LIMIT E 500,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHCLES (Attach ACORD 101, Additional Remarks Schedule, It more apace is required) If rem.ired by written contract or written agreement, City of Fort Collins is listed as additional insured for ongoing operations under General Liability and Automobile Liability. FOCOCIT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Fort Collins ACCORDANCE WITH THE POLICY PROVISIONS. Streets Maintenance Program PO Box 580 AUTHORIZED REPRESENTATNE Fort Collin, CO 80522-0580 O 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD 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. isOptional 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 Fort Collins Streets Collindale STREET MAINTENANCE PROGRAM (SMP) General Coordination Map Legend — Surface treatment ® Schools SHIP Overlay Reconstruct Concrete Pvmt Recon Map 15 of 690 2014 Revised January 30, 2014 Fort Collins Street_ Golden Meadows STREET MAINTENANCE PROGRAM (SMP) General Coordination Map Legend ammon Surface treatment ® Schools HIP Overlay - Reconstruct — Concrete Pvml Recon Map 22 of 60 2014 Revised January 30, 2014 F�ort Collins 7— Streets Irish STREET MAINTENANCE PROGRAM (SMP) General Coordination Map Legend — Surface treatment ® Schools — HIP Overlay Reconstruct Concrete Pvml Rewn Map 25 of 690 2014 Revised January 30, 2014 Fort Collins • Streets JFK area iva idne Dr c W ON s`reton 3 � Starting m m 2 r S. 2 STREET MAINTENANCE PROGRAM (SMP) General Coordination Map Legend Surface treatment ® Schools —HIP overlay Reconstruct - - Conrrete.Pvmt Recon m g o 9 T A N N s John ExKennedy N Pkwy 'h Rd TE Horsetooth Rd o va g Cr Creger Dr _u J E R d 5 ° tes" rd Ct BoWine h Ct G a POL m J Bockman or Q Colhoard Dr a C (o �TooranlGt m m Y W W Boardwalk Dr C 4 and tC h W Troutman Pkwy E Troutman Recon POL Pavilion Ln Map 26 of 60 2014 Revised January 30, 2014 N —Spin Ddit Ct a� �a�c 0 ,mnte or S m y U U a a. m o` as �° 0� m a Recon m y Kensington Dr o N ,�azy�ja9 C estshorc SOo �sho °Cr /�'F�ortCollinsStreets ` Laporte 2 STREET MAINTENANCE PROGRAM (SMP) General Coordination Map Legend — Surface treatment ® Schools HIP Overlay Reconstruct Concrete Pvmt Recon _ Map 28 of 60 2014 Revised January 30, 2014 Fort Collins •' ` Streets Prospect Estates STREET MAINTENANCE PROGRAM (SMP) General Coordination Map Map 34 of 60 Legend Surface treatment ®Schools 2 014 ®HIP Overlay Revised January 30, 2014 Reconstruct Concrete Pvmt Recen �'F�ort Collins �� Streets S Shields St STREET MAINTENANCE PROGRAM (SMP) General Coordination Map Legend —Surface treatment ® Schools —HIP —Overlay —Reconstruct - - Concrete. Pvml Recon Map 37 of 60 2014 Revised January 30, 2014 Fort Collins •' ` Streets Scotch Pines 1 STREET MAINTENANCE PROGRAM (SMP) General Coordination Map Legend -I I I Map 40 Of 60 — Surface treatment ® Schools HIP —Overlay- - Reconstruct — Concrete Pvmt Recon 2014 Revised January 30, 2014 Fort Collins Streets South Mesa Park STREET MAINTENANCE PROGRAM (SMP) General Coordination Map Legend — Surface treatment ® Schools ®HIP Overlay Reconstruct Gamete Pvmt Recon Map 44 of 600 2014 Revised January 30, 2014 • SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT OR SPECIFIED PART SHALL INCLUDE: PROJECT TITLE: 7361 Concrete Maintenance Project Phase I — 2014 Renewal LOCATION: Fort Collins. Colorado OWNER: City of Fort Collins CONTRACTOR: Vogel Concrete Inc. CONTRACT DATE: March 18, 2014 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the • responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER DA REMARKS: AUTHORIZED REPRESENTATIVE r Fort Collins Streets W Magnolia STREET MAINTENANCE General Legend Surface treatment HIP Overlay Reconstruct Concrete Pvmt Recon PROGRAM (SMP) Coordination Map Map 49 of 60 li i w Schools 2014 Revised January 30, 2014 Laporte Ave e Q m j n y _ a m Bungalow Ct ! ¢' a H E N m m E CHILORENSHOUSdo t g '- ^+ 6fONT h Z Z n Z 3 z z scrlooL OOL Z z z z z W Mountain Ave W Mountain Ave W Mountain Ave N m N W Oak St Akin Ave Woodford Ave W Olive St ProfilePOL W Magnolia St ProfilePOL „ „ aE XC4 3 V) N ¢ a W Mulberry St Sunset Ave �OVNN ELEMENTARY m o �. a ¢• 0 c_ Mentz PI .� W Myrtle St o U N 5 960 m 1 E Birch SIN c 12 a c H CHILDREN U y ZE W9RKSHOP N N Q o W Laurel St m a COLORAOO ATATE� a JNIVERSI' N FortCollinsStreets y STREET MAINTENANCE PROGRAM (SMP) General Coordination Map Map 51 of 6� 2014 Revised January 30, 2014 W Stuart 2 I. 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Gentlemen: You are hereby notified that on the _day of 20_, the City of Fort Collins, Colorado, has accepted the Work completed by Vogel Concrete Inc. for the City of Fort Collins project, 7361 Concrete Maintenance Project Phase I — 2014 Renewal. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated March 18, 2014. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: _, 20_ Sincerely, . OWNER: City of Fort Collins By: Title: ATTEST: Title: A • SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Vogel Concrete Inc. (CONTRACTOR) PROJECT: 7361 Concrete Maintenance Project Phase I — 2014 Renewal 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or • assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the • benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of ATTEST: Secretary STATE OF COLORADO COUNTY OF LARIMER Subscribed and sworn to before me this Witness my hand and official seal. My Commission Expires: 20_ CONTRACTOR: Vogel Concrete Inc. 0 Title: )ss. day of Notary Public 20_, by_ 0 0 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Vogel Concrete Inc. PROJECT: 7361 Concrete Maintenance Project Phase I — 2014 Renewal CONTRACT DATE: March 18, 2014 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , 20 0 (Surety Company) ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. 0 DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) ON DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. FReg,stration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 CONTRACTOR IINFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employers Identification Number: Bid amount for your contract: Fax Number: ( ) Business telephone number: Colorado withholding tax account number: Copies of contract or agreement pages (t) identifying the contracting parties EXEMPTION INFORMATION and (2) containing signatures of contracting parties must be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, Slate, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion dale: 1 declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE SECTION 00300 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application • submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. 0 SECTION 00700 GENERAL CONDITIONS s • GENERAL.CONDITIONS OF THE CONSTRUCTION CONTRACT 'these GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSIRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, FJCDC No. 1910-8'(1990 Edition), as a base. Changes toa that document are shown by underlining text that has beenadded and striking through teia that his been deleted • EJCDC GENERAL CONDITIONS 1910-8 (1990EDITION) WITH CITY OF FORT COLLINS.MODIFICATIONS (REV 9/99) 1] Article or Paragraph Number 'Title b9bimtioNs TABLE OFCONTENTS OF GENERAL.CONDMONS. Page Number 1.1 Addenda ........................................ 1.2 Agreement., ............ ...... ..... . . . 1.3 Application for PBymcnt .......................1 1..4 Asbestos ..................................... ....... J 1.5 Bid ........................................... I E6 1 Bidrl i 'Dobum rg , � . 1.7 �, Bidding Requirements ........................... I 1.8 Bonds .......... 1.9 Change Order ................ ............. _1 lJo Contract Documents;,,;,,,,,,,,,,,,, ,: ... J. I ' I,' Contract Pric(......................................1 U12 ContraFt.TimCs:.;:,,,, ......... .......... I 1.13 CONTRACTOR ......I.......:....: I ........ 1.14. . defectNe ........... ........... ....... . 1.15 Drawings ............ .......... .................... 1.16 YfflimfiYe [)'are of ific"AgTeement ....... 1:17 ENGINEER . ........................................ 1 1*18 ENGWEERs Consuhankr ..... : ..... ......... 1 1.19 Field Order ...................... I .................... I General Reqd tements ... 1 121 Hazardous ,waste:,,_.._.......... --2 1 22u Laws and Regulations: Laws or Regulations........... 1 ..... o .................... 1,22.b Legal Holidays .............. ............. ........ 2 123 Liens::.: :.....:. ............ di ........... 1l24 Milestone ............................................2. 1.25 Notice of Award .................................. 2 146 No.iice to Proccid .............................. -:2 1.27 OWNER .............................. ............ 2 1.28 Paitirri wization ..... ....... ...... 2. 1.29 PCBs'. .. ....................... .. ... I u6 Pcirole Urn ...........................................2 131 Project : ...................... ........................ 11 1310 Radioactive Maieriai ........... . .. 2 L'ilb Regular Working liaurs, ....... : ............. ;2' 133 Resident Project'Rcprewmative ....... ... 1 1.34 Samples ................... o ........................... 7 1.35 Shop Drawmgs .................................. 2 1.36 Spkificatians ............ .................. :2 1.37 Subcpot"gr ..................................... :2. 1.38 Substantial Completion ....................... 1.39 Supplementary Conditions ................... 1.40 supplier ..............................................2 1 Al Undergrourtd,Facilities�: ........ %3 1.42 Unit Prim Work .................................. 3 1.43 Work .................... .................. 1.44 Work Change Directive.. ...................... 3 1.45 Written Amendment.....:........ ............ 3. Article or Nrograph Norther &'Yitle 2. PRELMUNARY 2.1 De 2.2 cc 2.3 cc 4. 2.4 2.6-47 Page Numbs ..................... 3 to Report: Preliminary Scheddes; Delivery of Ceriffictum of InsUlonce,: 34 2.8 Reconstruction Conference ... ......... 14 2.9 Initially. Acceptable Schd I ulis ......... �.4 CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ........................................ .:4 3-1-,3,,2 Intent, ...................... 3.3 Reference to Standards and Speci- ficaiians of Techniml Sociletier. Reporting and Resolv'ig Dis- crepancies ................... ......... 4-5 3.4 Intent of Certain Terms a Adjectives : ............... ................. 1.5 3.5 Amending Contisct 136curtents: ....... ;5 3.6 Supplementing Contract Documents .................. 5 3.7 Reuse of Documents.._ ............ ......... 5 AVAILABILITY OF,LANDS; SUBSURFACE AND PHYSICALICONDITIONS, REFERENCE POINTS...... .............................. ! 5 4.1 Availability of tirids :::.:.............5-6 .. 4.2 Subsurface and Physical Conditions...:: : ................ E ............. 4.2.1 Reports and Drawings ....... ...... 4.2.2 Lim ited RcIirmcciby,CONTRAC- TOR Authorized; Technical Data...................................... ;..6 4.23 Notice of Differing Stilhsurfam or Physical Conditions,,,,,,,,,,,,,,,,,, 6 424 ENG[NEER's Rcvicw .............. ....... ;6 4.2. Possible. Contract bbm:urncts ChangS........................................ 6 4.2.6 Possible Price and Times Adjustments ... ; .... ...... ............ ��7 4.3 Physical dondiiions.-Undergrownd Facilities.% ... q .... ...... 6- --- ........... �.7 4 .3.1 Shown or Indicated ..........................7 4.3.2 Not Shownor indicated ...... ..... . .. .... �..7 4.4 Reference Points ........................... :j EXI)CCENEM CONDITIONS 1910.8 (19" EDITIOtO ./(3TY OF FORT COLLINS MODIFICATIONS (REV 9199) 9 Ll 0 n U • 0 -Article or Paragraph Page NumberATitle ' Number. 4.5 Asbestos, PCBs. IPetroleum. Hazardous Waste or Radioactive Material, " 7.8 .5: BONDS AND INSURANCE ......:.::.::....:.....::.:.:.: ::8 .Performanec. Payment. and Other Bands...:.:..............:.::.::..:....::..::...I.. 8 •5.3 LicensedSureties and Insurers; Certiticatesof 5:4 CONTRACTOR'S Liability . Ii'slG rahce......:.........:.:..................:.. 9 �5.5 ,.., OWNE,R's Liability Insurance - ... - 9 ...... i.¢ Property Insurance .........._, 9-10 (5.7 Boilcr and Mach incry cr,'Addi=` iionol PropertyInsurance,............. ._10 5.8 • Notice' of CancellationPrmision -10 5.9 CONTRACTOR's Responsibility Tor Deductible Amounts .- 10 ,5.10 Other Special lnsumnce,,,, ......,.10 • S.II, Waiver of Rights ,,;,.„11 5.12-5.13. Recelpi and Application of Insurance: Proceeds - 10-11 5.14 Acceptance ofBonds and lnsa- ancc; Optipn to Replace,,;.. ...;;,,; I I �5.15 Patrio I,UtiIiiation--Property Insurance... ..; ;............... :.:..II .6. CONTRACTOR'S RESPONSIBII-CMS. ,.......I1 6.1=6.�2 Supervision and Superintendency,,,,:„ 11 6.35.5 Labor, Materials and Equipmen(;,, 11.12 6.6 Progress Schedule .............. "...12 ,6.7 ... Substitutesi and "Oi,-EgoaV tems; CONTRACTORS Expense;, Substitute Construction Methods or Procedures. ENGINEER's Evaluation,,,,,,,,,,,,, 12-13 6.8.6: 11 Concern-mt; Subcontractors, " Suppliers and Otho s; Waiver of Rights,,,,,,;,,,;,,;,,,,,,,,,,13-14 :6.12 Patent Fees and Royalties.................. ,. 14 6.I3 Permits " 14 6 14 Laws andItcgulations `iim ........................14 Tires ......... .................14-15 6.16 Use of Premises 15 ,6.17 Site Cteanlinrs5 _..:._..._...::.:>...: ..:z.15 6AH Safe Structural Loading,...................... 35 6.10 Record Doc=' cuts ......... .........15 6.20 Safety and Protection.,:., .... - ,. 15-16 6.21 Safety Repres-cntative 16 6.22 Hazard Communication Programp,;, 16 6.23 Emergencies, 16.24 Shop Drawings and Samples .,. ,,,,,;16 3 Article or Paragraph Number& Title 6.25 6-:26 6.27 6.28 Page Number .629 Continuingthe.Work............ .......J7 6:30 CONTRACTOR'sGeneml' 6.31-6.33 Warranty and Guarantee,.,"_,...... Indem nrLcatro`n.... .- 17 : 6.34 . Survival of Obligations. ,,,,,,,,, „ ,,,,18 7. OTIIER WORK ....:...:.... . �71-7.3 Related Work et Site,;;;,, 18. 7.4 ICoordinatioq ....................... IS S. OWNER'S RESPONSMII:ITIES ...........18 '.8.1 Communications idCON- TRACTOR ................................. 18 8.2 Replaamentor ENGINEER - : ,,18 83 Furitish Data andPeyPromfili When Due ... ........ .,:.16 $;4 Lands and Easements Reports and Tests ............................. 19-19 8.5 Insurance ........ ...I.........19 :8:6 -,Change Ordii.............. . ....-:;.....19. 87 , Inspections. Tests and Approvals ................................... 19 :8.8 -Stop a.Susprnd. Work; -. .. Servmes .......::...,. .....::....:. 19 89 Lim itatioris on OWNER'S Responsibilities ........... ..: _:........ 19 8.10 Asbestos, PCL Petroleum. H..M.s Waste or Radioactive Material '.8,11 :•Evidence of Finance) Arrangements .............................19 9. ENGINEER'SSTATUS,DURING CONSTRUCTION.......................................19 ,9.1 OWNERS Representative ........... 19 4.2 'Visits in Site 19 '9.3 .Project Representative 9A .Clarifications and Interpre- Cations , ,,,,,,,, ,;,,, ;,,;,,,,: 21 •Authorized Variations' in'Vbrk 21 E)CDC GEWAAL CON31TIONS 1919,41(1990 EDITIOM w1aTY OF. FORTCOLLTM MODIFICATIONS (REV 9/99) Article or Paragraph Page Article or Paragraph Pagc Number &Title Number Number &Title Number 9.6 Rejecting Defective Work ......... :......... 71 13.8-13.9 Uncovering Work at ENGI- 9.7.9.9 Shop Drawings, Change Orders NEER's Request .....................27-28 and Payments ..... :......................... .... 21 13.10 OWNER May Stop the Work..........28, 9.10 Determinations for Unit Pric,....22 eg 13.11 Correction. or Removal of 9.11-9.12 Decisions on Disputes; FNGI- Defective Work,,,,,,,,,,,,,,,,,,;,,,,,;, 28 NEER as Initial lnterpretcT..............22 13.12 Correction Period ...... .................... 8 9.13. Limitations on ENGn IEER's 13.13 Acceptance ofDefectfve Work ......... 28 Authority and Responsibilities ..... -23 13.14 OWNER May Correct Defective Work ..................................... 28-29. CHANGES IN THE WORE: ....................................... 23 10.1 OWNER's Ordered Change ....._.........:3 14. PAYMENTS TO CONTRACTOR AND 10.2 Claim for Adjustment .......................23 COMPLETION ,......:......................................:..29 10.3 Work Not Required by Contract 14.1 Schedule of Values,,;,,,,,,,,,,,,,,,,,,,,, 29 Documents-, .... I .„ „ ...;.....; 23 14.2 Application for Progress 10.4 Change Orders.._.._ 23 Payment ............................ ......... 29 10.5 Notification of Surety ........................ 23 14.3 CONTRACTOR's Waranty of Title.:......................:................ 29 CHANGE OF CONTRACT,PRICE ............................. 23 14.4-14.7 Review of Applications for 11.1-11.3 Contract Price: Claim for Progress Payments ..:.............. 29-30 Adjustment; Value of 14.8-14.9 Substantial Completion..................30 the Work,,..._.............._.......__23-24 14.10 Partial Utilization ...... ..... ..........30-31 11.4 CestoftheWork ..........................24-25 14.11 Final Inspection.................,,,,,,,,,_31 I L5 Exclusions to Cost of the Work..._.:.;. 25 14.12 Final. Application for Payment......:. 31 11.6 CONTRACTORs_Fec........................25 14.13.14.14 Final Payment and Acceptancq....... 31 11.7 Cost Records, ,,,,,,,,,,,,,,,,,,,,,,,;, ,, 25-26 14.15 Waiver:of Claims,,,_„_..............}1-32 11.8 Cash Allowances...............................26 11.9 Unit -Price Work..... ...........:..:.......... ..26 15. SUSPENSION OF WORK AND -.... TERMINATION ....... ...... .......... ....................... 32 CHANGE OF CONTRACT TIMES ...................... I..... 26 15.1 OWNER May Suspend Work., ........ 32 12.1 Claim for Adjustment ........................26 15.2-15.4 OWNER Mayy Terminate ........... _.,,32 12.2 Time of the Essence ..........................26 15.5 CONTRACTOR May. Stop 12.3 Delays Beyond CONTRACTOR's Work or Terminate ............. :..32-33 Control ............................. _....... 26-27 12.4 DelaysBeyond OWNER's and 16. DISPUTE RESOLUTION ..... ............................ 33 CONTRACTOR's Control ................ 27 _. .. 17. MISCELLANEOUS...........................................33 TESTS AND INSPECTIONS; CORRECTION, 17.1 .Giving Notice . ....... ..::..... ............... 33 REMOVAL OR ACCEPTANCE OF 172 Computation of Times,,,,,,, .....33 DEFEC771T WORK ..........................................:..... 27 17.3 Notice ofClaim ................... .... :::.._33 13.1 Notice of Defects...............................27 17.4 Cumulative Remedies .................... 13.2 Access to the Work ...... ....... :..::......:..27 17.5 Professional Fees and .Court- 13.3 Tests and Inspections; Costs Included ............................ 33 CONTRACTOR's Cooperation .......... 27 17.6 Applicable State Laws ............... 33-34 13.4 OWNER's Responsibilities; Intentionally left blank.....................................:35 Independent Testing Laboratory._..... 27 13.5 CONTRACTOR's EXHIBIT GC -A: (Optional) Responsibilities,., ............................ 77 Dispute Resolution Agreement .................. ,,.GC -AI 13.E-13.7 Covering Work Prior to lnspe¢ 16.1-16.6 Arbitration ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,QC -Al tioii, Testing or Approval .......... ,...... ,27 16.7 Mediation,,,,,,,,,,,,,,,,,,, E1CDC GENERAL CONDITIONS 1910.8 (1990 EDITION) a/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199) • J 0 0 INDEX TO.GENERAL.QONDMONS City of Fort C,olfins modifications to, the.Gencral Conditions -of the.Construction,Contract are notshown in this index Article of Fttragrliph Number. Ae6iptance of — Bonds and Insurance ............. ...... __ ....... ........ 5.14 :_.10.4.1_13.5. 13:13 final paynt 9.12, 14.15 ;insur ance ............. ........... .......... __.504 other Work, by CONTRACTOR ­ ........................ 7.3 2ubstintcs and "Or -Equal" ltcms . .................... 0.7.1 Work hyOWNER ... ...... ...... ; ............. 2:5.'6.30_6.,34 Access to tho— Lnnd,g. OWNER mulCONTRACTOR responsibilities ................................. . ........... 4.1 `sitc;filattd W&k ....... ... Work, ................ ........ : ............. 1334,14.9 �J3.2, Acts or ibir issicins.-i Acts and Om ijsions—' C6NiRACfOk. 61. i 9. 13 ' 3 RNGINERR. ............. : ............ ......... .... jS. 20; 9.133 OWNER; .............. ..............................0.20.8.9, Addenda --definition of (also see - il;firuticin of Specjifi6ations) .......(1.6.1:10,6.19 H. Times.,1 ......................... . 2,4:5.2, J.5,3; 5,4-lo 4. ................... 4:5.3;9.4, 9.5, . .. ......... ............ ........ 11, 12; 14.4,15.1 progressscbcdulq ........ ........ ....... _ ................ _46 d6finitiori 0( .................................................. 1.,2 .............. .. Allwances. Crash ................................................... 11.8 AmendingContract DocianctiI4. ........ ; ........ ...... IS Amendment, Written — in general ............. .J. 10, 145, 3,5, 5.10, 5.12, 6j6.2 ................ 0.8.2;6-19, 10.1, 10A, 11.2 .......... :;: ...... ............... 12.1,13.122, 14.7.2 intent 6, ........ ................ 10.4. 16.2. 16.:5 Application for Nym ern — definition of 1.3 Progress Arbitration .'.: ... .................. .................. 16.1-16.6 : Asbestos-.-, - claims pursuant: thereto ............................ - 4.52, 4.153 CONTRACTOR ainhorii6d to suili Work ........... 4' 5.2 definitiono(......... F ...... w ................................ I ...... t.4 Article or paragraph Nurnber OWNER responsibility for— ..... ............ ........ 4.5. 1, S. 1.0 possible ri.ricc And times change.. . 45.2 Autho'lie'a Variations in WorF ......... Availability ofLan ds ......... I ................... A 1, 8.4 ,6ard, Notice ofm-clel� Before Starting.Construction.'.., ........... L: ............. Bid-defitiit'ioft of ......... ............... 1.5(1:1, L10..23;3.3. _,416.4.6.13,11.4.3, I1:9.1) Bidding Documents -definition of.............. ............... Bidding Requirements --definition �of� . '***'*'*..... . L7 (]?L4Z&2) Bonds-- of....... ; ......................... ................. 5. 14 ionds _10.5,11.4.5.9 wort................... ........ .........I L5 4 ...... . ............................... ...................................................2.1.5.1, n , tion for Pavinent 14.12-1'1.14 general ................................................... Certificates of Inspecticq.:,-..., —. - ..-- . ..... ... P.13 * 4, 13.5,14.12 certificates or Insurance ........ 5.4A3, I ............ I ........ .$.6.5, 5. i, S. I 4, 9. 1 i.4, 14.12 Change in Contract Price — Cash Allowances,,, .......... : ............... ........ ....... ILS claim for price adiiiament ............. 4.1. 4ZA, 4.5, 5.15. 6:8,2, 9.4 — ........... : ..... 9.5, 9.11, 10:2, 10.5, 1 U 13 9. ........................ 1313, 13.14, W.7, 15.1, 15.5 ,CONTRACTOR! fee ......................................... 11.6 Cost of Work general................................................ 11.4-11.7 E%clwi6m to Cost Records .................. ... .. ;,j 1.7 in RencrM 1.19. 1 44. 9.11. 10.4.1104 3. 11 13.9. EXDC GEMAL COMMONS 1910,8 (1990 EDMON) waTy OF F0RT0DLL1MMODIFICATIONS (RFV9199) Unit Prim Work ..... .................. J 1.9 Article of Paragraph Number of Wcwk.,... .......... Value.... ....... ........ ....... 113 I Change in CowractTimes­ Claim for times hdjustment ......... 4.1, 4.2.6, 45, 5.15, ......... 16.8.2, 9.41 9.5, 91.11, 10.2. 10.5. 12.1, ....... 13.13. 13.14, 14.7. 15.1. 15.5 Contractual Lime limits ........... ......... : ............... 112` ' Delays beyond CONTRACTORs control........................................................12.3 Deliykbeychd OWNEWs and CONTRACTOks,control ............ : ................ 1 2A Notification ofSUU`CrY _:__ ...................... 105 Scope of change --- .......... :::..; ... Acceptance ol`Defective Work., .... ; ....... .... __13.13 Amending Contract Documents ,, .................. I ..... 15 Cash Allowances ............. I ig Change of Contract Price... .................................. I I Change of 6cratract Times,,;,,,,,,,,;,,,,,,,,;,w,,,,,...12. Changes in the Work-............................... .......... 30, CONTRAtTORs fee ........ .... ......................... .....ILL, Cast of the Work ................................... Cost Rmcfds.,, ..................................... ..........11.7 defintfifat of .............. 1.9 ................ riesponsibility." ENGINEER!s : ...... �8 9 , 10.4, 11.2, 1 Z I execution of ... : ................................................. 16.4 Indemnifiction ...... ... ...... �. I Z 6.16, 6.31-6.33, Inswartm Bonds and,,,,,,,,,,,, , „ .....5A0, 5.13. 10.5 OWNERs Responsibility ............... ........ 6.6, 10.4 Physical Conditions— silbituface and, ............................................. 4.2 Underground FaAiliis . ............................. 1,31.2. Record Documents ...................... .. ................ �G. 19 Scope;of Charge.._ ......... ............. ...... 10.3-10.4 Substitutes ............................................ fi.7.3. 6..8.2 Unit price Work;,,, , , ,_,_. -1 ............................. MR value of Work.,covered by ................11.3 ........... Changes in the Work .... ........... ...; ......... Notification of surety ............... ......................... . 10.5 Ov INERs and CONTRACTORS pe"enbilities 10.4 Right to an adjustment� ............... : ........10.2 Seope of change ........................................ 10.3-10.4 Claims— against CONTRACTOR ....... ......... ; .................. 6,16 against ENGINEER.........._ ..... ............ j5,32 .against OWNER.::. ...... i ......... ...... ............ 0.32 Change of Contract Price„_,,,,,,,,,,,,,,,,,,,,,,, 9.4,11.2 Change of.Caunct Timiii..., ........... 9.4,12.1 CON'�RAqOks .... ......... 4,11, 9.4. 9:5,.9.111, 16.2, ......... j 1.2. 11.9, 12:1, 119. I4.8, .......................................I....15.1. 15.5, 17.3 CONTRACTORS Fee ....... .... 11.6 Article or Pariigrapb Number CPNTRACTOR's liability,; .... 5.4,6:12,.6:16, 6.31 Cost of the Work_ .... ............................... 11.4,11.5 Decision s on 15i es spot ..................... : ......... 9.11,9.1 2 Dispute Resolution .... ....................................... J6.1 Dispute Res olution-Agreement.,., ... ....... :..16.1-16.6 ENGINEER as initial interpretaK ........... ...... 9.11 Lump Stan' Pricinj ........ ......... : ......... ........... 11.3.2 Noticeof ...................... .................................. J.7.3 01)VNERs ,9.4. _ 10.2-11.2. 11.9 91 -.5,9 1), .............. ,__;.12.1, 13.9,13.13,13.14,17.3 vwNtur may rcruse in maKe. paymenk ... :j," Professional Fees and Court Costs Included...... _ ................... .................... request for formal decision on ..... ....... ..... ... P..,Il Substitute Items,;:, , .... ....... ......... Time Extension ................................................. 12.1 Time requirements ... ............... ........ 1.9.11, 12.1 Unit Price Work. _ ..............._ ............. Value of ; ; .......... ..................... 1.1.3 Waiver of--w Finil'Payment, ... .......... 14.14,14,15 Work Change Directive .......... s ............................ 10.2 witten notice required ......................9.11, 11.2, 12.1 Clarifications tion , s and Interpretation; ... :..3,63, 9.4, 9.11 Clean Site ....... ............. .................. 0.17 Codes of Tecluiical Society. Orginiiatioh or Association .................................................. 3:3.3 Cownenminent.of Contract Times,,,,,,,,,,,,,,,,,,,,,,,;,„ 'Communications - ,general .............................................. 6.Z6.9.2, 8.1 Hazard Communication Programs .......... _ ......... 0.22 .Final Application for Payment ............... ... __14:1.2- Final inspection ............................................... J4.11 Final Payment and Aitiptanm_ .............. I 4.13-14. 14 Partial Utilimnork ........................................... j4.16 Substantial -Co.mplaiion ....... ..............1.38, 14;8-14.9 Waiver of Claims_ ........................ _ ............... 14,15 'Computritiom of Tiniq .......................... ;.,J7:11-IT2.2 Concerning Subcontractors, Suppliers and others ......................... __ .................... §:8+6.11 Conlerencas-- initially acceptable sdkulm, .............. ... 2.9 preconist lion .................................................. . rUC , .. 2.8 .Cortflict, Error, Ambiguity, Discrepancy -- CONTRACTOR to Report .2.5, 3 3.2 Construction, before starting by CONTRACTOR..; ... ... j,,; .............. ............... ;.15-2,7 Construction Machinery, Equipment, etc,,,,,,,,,,,,,,,,,, j6.4 Continuing the Work, .... ........... Contract Documents- Amending.... : ........ .................... i ............ 5.5. Bonds................................................. __ .. ...... 5.1 EJCDC GENERAL CONDITIONS 19104 (1"0 EDITION) WICITY OF FORT COLLINS MODIFICA77ONS (REV 9199) Li E 0 0 .Cash Allowance's,.:...:.:.:: . . .. ... ;; ............ ........ P-8 Stop Work ferpiYernentj ....... :..: ................ ...... 4.5.2 CONTRACTOR&--L Article or ParagraPh Number Article or Paragraph Number ,c of Contract Price ;e of Contract Timick .................................. 12 ;es in the Work_.,_„ 10.4,19.5 andverify ................................................. 7.5 erpretations .......................... 3tl— 3.6, 9.4, 9:11 .ion of .................. ........................... 1.10 'iE FR as - initial interpreter OC ................. 9.11 ,TEER as OWNER's repfeseritative "' '7� ...... .... ... ..... Intent - - 14.4. 14.13 ...................... 3.1.3.3.3 :of Technical, SOCid]Csi .... ............. Unit Price'W(irk, variations .3.6,:6.23, 6.27 Visits in 9.2 Contract Price — adjustment of ........... 9.4, 10.3, 11.24 1.3. Change of ....... Decision MDisputes,,,,,. .................................. 9.11 definition ... w .... w .... ... ......................... 'n Contract Times— t of ... : .....1.,... : ...... 9.4,10.3,12 -12.4 ................................................. 12.1 ement 0_17.�..: 2:3 of..................................................... 1.12 Acceptance of Insurance, .... ......................... 5.14 Communications.. ............ ...................... jis.2. 6.9:2 ,Continue Work ........................................ t� - coordinationinidscliedulm' % scheduling- ... : ........... — ... definition of .....................................................1.13 Limited Reliance on Technical Data Au1horizFd,..-, .... ­ ........... 6.4.. 1 ..... I ....... May Stop Work' M2, Term irate ...................... J'5:5 provide siteacccsisto.officrq., ...... 7.2.13.2 Safety and Protection,,,,,,,,,,,,,,,,,,, 4.3.1 :2, & 16, 6:18, ...... ...... I ...... ... 6.21-6.23, 7.2,13.2 ,Shop Drawing and Sampk Review prior to'Submiltal, .............. ............. 16.25 vil Compensation ................... . ...... I ....... .... . 113-11.2 CcminuingObbjmio4n: ..... :...: ......... 114.15 Defective Work,,;,,,9.6. 13.10-13.14 Duty to correct defective Work.,,,. ................... J3.11 the Woik caused by nc......................................... �6.23' V6'. of Others,.... 7.3 indition* ............. q 4.23 r in boctimcms 2.5:33.2,§A.2 id Falcil itiis not. inilicaterl.., ..... :,.4.3.21 - 6.23. ner... 17:-- yRental;'Cuit ............. ........... ..... __.:11.4.53 J1.43.6, 11.6 Work 6:1 ................... ; 0. 30 Paid forby., .............. j6.! 2 mi4............................5.1 J for by ........... .......... :OA3 6.6. .......... _629.16.4.15.2.1 anon disputes 9.11 Changes in the Work .................................. 10.1 Corniming Subcontrectoirk Suppliers and Others ..... ......... .......... Continuing the Work ......... . 6.29,10.4 CON7RACTORs expense % .......................... 0.7.1 CONTRAICTOR,s General W.,ranty ,and Guarantee ...... ...... ......................... 6.30 CONTRACTORS revitvv prior to shop ' Drawing cr Simple - submival ................ jS. Coordination of Work..-, ....... 6.9.2 gm . c!gcnc!eA ............................................. 6.2�3 ENGINEERs eviluation,Substitutes or 'Or -Equal" Items,...... .......... - 0.73 For Ai:t's'and Omissions of'otlicrs ........... ... ... .... 0.9. ".9.2. 9.13 for deductible amountsinsurance 9 general .... ...... 7.2.13,13.9 ,Hazardous Communication Programs 6.22 Ind irl6ati6rr .............. : .................... 6.31-6.33 EXTC GENERAL COMMONS 010.8 0990 FDMO,O .1 CTTY OF FORT COLLINS MODIFICATIONS (REV 9/99) Labor. Materii1s and Equiprbcrq: ........... :0.3-6.5 CONTRACTORS-0ther., .............. :_ ......................... :7 Laws and Regulations ...... I ..... ... ................... 6. 14 ;Contractual Liability Insurance, ... ............. ... 1 ...... Liability insurance ....................................... 5.4 Co ntractual time limits............,.........,,..... .......J2.2 Article or Paragraph Number Notice of variation from Contract Documents...; .. .. ......... ........... Patent Fees and "...... 6.12 Permits.......................................................0.13 PfcgcssiSchedule.... .................................. -166 Record Documents ....................................... 6,19 relaredWork performed prior to- ENGINEER's approval of required ........................... 618. .............. .... �.20,7.2,132 .:6.21 Shop Drawings and Samples Review by ENGINEER'..............:..:..:.:A............. 6.26 Site Cleanliness........._ "-' "**"* ...... ... . . Subm it6l Piece Idurie's ' : 6.25 Substitute Construction Methods and Procedures ..................... %:..; ........... 6.72 Substitutes, and 'OT-Fqual' Items ................6.7.1 §up6rintendeneq ............. ...... ; .......... Supervision,,,,,, : ....... ....................... 61 Smival of Obligations ................. ....... �.34 Twsm............................. ............................ 6.15 Tests and lnspcWcn................................... 13.5 To Report ........ -11 ....................................-, 7.5' I.. Use of Preraiies .................... ..0. 16-6.18, 6.30.2.4; 'im Pr; 'Drawing a tar to, Shop, Sample Submittiak ........................................ 6.25 ht t6 adjustment for changes in the Work,_ . 10.2 it i0� clairr, .. ... ..... 4.-7J, 9.4, 1. 10.2.11.-; 1,9,111, 13.9,148, 15.1, 15.5, 173 ety and _§.20-62Z 7.1- 13.2 ety keprese6"ti ve ......................... ............ 1.6.21 ,p Drawings and Samples Submittal;,,, 6.246.28 !&ijl Consultants ... _ _ . .. .... __ .... 11:4.4 63.1. 6.7.2 Suppliers and Others_ .,.: ... 15.8-6:il Superintendence,,,-,,..' ' . 6.1, 6.2. 6.21 by ......... ........... ..... 6.15 ............ .................... ...... 6.16-6,18 guarantees--,-,,,, 6.5, 636 Work or terminate....... 15.5 ....... :4.2.3 ....... 14.8 Article or paragraph Nunibocr Coordination - CONTRACTOR'S responsibility .......................4A2 Copies. of Documents.,, ... .. ...... I ................ .......... :.22 Correction Period ........... .............. ................ 13.12 Correal . an, Removal orrAcceptanice of Defective Work- in general,,,,. ........ 10,4.1; 13.10-1114 Acceptanc<ol`Defective Work.; ......................... 13.13 Correction or Removal of Defective Work.:_,.,,,,,,.:......... .......... 630,13.11 Correction Period ................................... 13.12 OWNER May Cciiectbifec'tiveVork ........ �.'..',13.14 OWNER May. Stop Work...,I . ................ ..... 13.10 CiisF- ,of Tests and Inspection* ..................................... 13.4 izc=ds1'1.7 Bonds and -insurance, -additional .. ...... )1.4.5,9 Cash Discounts...._.....:_ .................... ........... ) L4.2 c6NTkA&6wsFee .................................... 11.6, Fmployce Expenses':.._ ................... ....... Exclusions ...... : ....... ; ......... 15 Home office and overhead expenses;,,,,-„ , ......... 11.5 Losses and damages ............... ................... *J 1:4.5.6 Materials and equipment ................................ 11.4.2 Minor expenses ..........................................11.4.5.9 costa on ch an'g'es' Paryioll........... ........ : ......... 11.4.1 performed, by Subcontractors ........ _- .............. J1.4.3 Records 11.7 Rentals of construction equipment and machinery ....................................... 11.4.5.3 Royalty fayments, Perm its and license fees ............................ . ............. Site office and temporary facjlities, ................ I ]'4.5.2 Special Consultants, CONTRACTOR's ............. 11.4.4 Supplemental ................ I ... I .......... .............. )1-4.5 Taxes related to the Wok .......... ........ _11.4.5:4 Tiitsand Inspection.........................................13.4 Trade Discounts 114.2 ........................ Utilities. fuel and sanitary faciliti4- ., .... : ... 11.4.5.7 Work after regular hours ................................. 11.4.1 veering Work. .............. I ....... ... I ..... .............. 13.6-117 Imulative Reandies-1.1 ................. ; ................ 17A.17,5 citing;- fitting and patching„ ........ ..... 7.2 us, to be furnished byOWNER ...: ......... : ......... ; . ...... ay -definition tion of ................................................17.2.2 .cisions on Disoutca� ............... �.w ... i-:1-...; .... 1. ;,9.11, 9.12 /cq"--dclimiionc( ........................ ............ _..J.14 Acceptance of, ........................... - .... -10.4.1. 13.113 EJCDC OEMERAL CONDITIONS 1930-8 (I"Q ED1110IO w/ CITY OF FORT COLLINS MODIFICATIONS (REV 91") 0 A BID SCHEDULE Item No. Item Description Unit Contract Quantity Unit Price Total l!M 01 Sawcuttmg 4- Lneal Four 2W $ 3 23 S 646.00 203.01 General Excavation Cubic Yard 2W $ 32.29 S 6,459 W 20302 Borrow Ton 50 S 21.00 S 1,05000 207.01 Imported Topsoil Cubic Yard 50 S 2906 $ 1,453W 20801 Stomnwa cr Protection - CDOT Gravel Bag (Reek Sock) Laical Foot 400 S 7.20 $ 2,880 W 208.02 Smrmwater Protection - Recycled Rubber Filed Wattle Cmeal Foot 20 S 12 92 S 258.40 208.03 Stormwater Protection- CDOT Gravel Bag Inlet Filter Each 10 Is 1937 S 193.70 212,01 Sad Square Foot 100 S 2.26 S 226.00 212.02 Laridacape/Irrgation Labor H. 30 S 26.91 S 807.30 304.01 Aggregate Base Cause Ton 2,000 $ 27,11 S 54j20.W 403.01 Ternuporary Pate mg Ton 300 S 19373 S 5119.00 601.01 Exposed Sand Firmh - Up Charge Squme Foci SW S 221 S 1,105.W W,101 Type R Inlet - Remove & Replace (5 Opeorg) Each 2 S 3j5049 S 6,70098 6W 03 Type R Inlet- Reconstruct Inlet Deck (5' Openmg) Each 5 $ 1,07629 S 5,38145 6W 05 Type RInch- Material Only Each 2 S 46279 $ 925.58 6W 06 Cub Inch - Remove & Replace (4' Opem g) Each 2 Is 1,73479 S 3,469 58 6W W Cub Inlet - Reerautuct Inlet Deck (C Opening) Each 2 S 47539 S 950.78 604. 10 Crab luck - Material Only Each 2 S 83945 S 1678.% W,t l l Catch Basm - Remove & Replace Each 2 S 1175 56 $ 2,351. 12 W4.13 Catch Basm- Recoectaxt Inlet Deck Each 2 $ 387.31 S 774.62 W4.15 Catch Base- Material Only Each 2 S 667.28 S 1,TF156 W4.16 Modeled Type 13 Crab Inlet - Remove & Replace Each 2 S 2,482.86 S 4,965.T2 6W, 18 MochficdType 13 Cub Inct - Recoeauct Inlet Deck Each 2 is 866 W S 1,733.00 6W 20 Mid Type 13 Cub Inlet - Materiels Only Each 2 $ 753,38 S 1,506.76 tJW 21 Concrete Sidewalk Culvert - Remove & Replace Each 3 $ 1,674.68 S 5,O2A.O1 60f32 Metal Sidewalk Cohen- Salvaged Material Each 5 $ 81287 S 4,064.35 &A 23 Metal Sidewalk Cohen -Material Only Each 5 S 1162.35 S 5,81175 604.24 Metal Sidewalk Cohen -Additional 5M"Plate Squmrc Four 15 $ 154.98 S 2,311.70 WS 01 Remove Concrete Square Foot 50 S 172 S SKW 608.02 Be. and Han] Filet Each 4 S 26.25 S 10.00 608.03 Apron 8-- Remove & Replace Scare Foot 8,000 S 7.78 $ 62,240.00 WSW Crosspen- 8' Remove & Replace Square Farr 5,000 S 7.78 S 38,M) W W805 Drlveover Curb, Goner &6"Sidewalk- Remove &Replace Lneal Fact 5,000 S 43.13 $ 215,650W W8 06 Driveover Curb, Gutter, No Sidewalk - Remove & Replace Lineal Farr I," $ 21,65 S 21650.00 608.07 Vertical Cub, Cuter and 6'Sidewalk-Remove&Replace Lneal Fact 1,000 S 48.48 S 48,,tsoW 608.08 Ventral Cub, Geer, No Sidewalk-Remove&Replace Laical Foot 2,000 $ 29.54 S 59,080.00 WSW Vertical Oumall Curb, Garter - Remove&Replace Lineal Four 100 $ 22.78 $ 2,27&00 W8.10 Barrier Cub l2"- Remove &Replace Linc.i Foot W $ 1575 S 787,50 W8.11 Hollywood Cub, Gutter and 6'Sidewalk - Remove &Replace Laeal Fact 5,000 $ 4065 S 2(13,JMW 608,12 Hollywood Cub, Garter, No Sidewalk -Remove&Replace Laical Four 400 S 1870 S 7,41a)M C� Zorrecticui 6r,Rcinoval of., ...... .. t.,,)041. 13-11 Correction Period ................ ....13.12 'in genct`al ......................................... 13. 143, 14.11 Article or Paragraph Ndnbcr 06ser'vation by ENGINEER.:..:.....:;;, ...... ;OWNERMay Stop Work ................................. 13.10 prompt Notice omeficis ...... ! ... .......... I3.1 Rejecting.. ........: ......... ..... __ .... �9-6 iJrcoverinjthe Work..:._ : .., ........... ........ AM linitions................................................................ I for UnivPrim .............. ,face or. Physical Canditi ........... ........................ 0 614.2 Copies:or........... ................................................ 2.2 Record 6.19 m. ni........ . ...us ............... 4.1 cti.ve date of Agent--mindermition ... J.-16 agencies................. .. ;--; ...... � ........... ............... 'i� initial interpretenian disputco ....... :..9.11-9.12 ,definition of .......... .............. : .... ..... I.— 1.17 .... Limitations on authority:and ruponsibilitiq ......9. 13 ............................... ............. Resident Project Repnesentative ...........................93 3INF±-Rs Comultant -- defmition of..................1.18 66tb6irit r and responsibility. liniitntioresort :9:13 Authorized Varititions in the WA ....................9.5 ................ 9.5 .Change Orders. responsibility F4 ....... 9.7,10, 11, 12 Clarifications and Interpretations ....... ...... 3.6.3,9.4 Decisions on Disputes_.__ ,,,,,,,,,,,,, 9.11-9.12 Liabifity... .... .0.32,'9J2 ......... Notice Work is Acceptable "'"' '* ....................... )4.13 Obscivitiots, . ... ........ ....... ; ......... J.30.2. 9.2 IX 0 OWNEWs Represcrititin - ..... - * ...... :..1.9.1 PayInn't's to the CONTRACTOR. Rcsipiarunbiiity for . .................... I............... 9.9,14 Re fifin6ndation of N)inLqk' 4.47,14 13 Article or Paragraph Number Responsibilitim—Limitations ork_ ............. 9.11-9.13 011 m and 4.2.1 1.6' ............. 14.11 ...... 14.1344 14 lotertces..............................11.8 ... 17.3-17.4 Giving Noticc_ ............................................ . ....... 17.1 6itnranlw of Wcik-1:iyCONTRACTOR ........ j6,30,14.12 Hazard Cornmunication Progrants..,. . ..... .....__0,22 Hazardous Waste, - general................................... 4.5 OWNER'iresp6risibility for.., ., , ­6 ............ ..... �Mo EXDC GENER& CONDMONS 1910,11 (1990 EDITIOM wiaTy oF Foucotum moDmcAmotis (R9/99) Indenihificatiork ,,:, k. IZ 6.16, 6.31,633 ,initially Acceptable Sched.u,lea ..... ............................ 2.9 - inspection-- .................... �9.13.4, 13.5,14.12 Final ............. I Article or Paragraph Nuinber Special, required byENGINEER ..... .......... Tests and Approval .................... .........6.7, 13.3-13.4 Jfisurance Acceptance of, by OWNER ............................... 5.14. Additional, required by changes . in the Work ........................................... 1 L�.5.9 Bef we starting the Wmk .................................... 17 Bondssand--in general ....... ...... :­....5. ConmUntion Provisions ...... 5:8 Certificates of,...... ........ 7. 5. 3. 5: , 13 �5 ....... 5§-51 5.8, 5.14, 9.13.4, " " 14.12 cam pliQ o­j'�'e'r* �tionq_;:... 5.4.13 CONTRACTORS Liability .................... I ........... -5.4' CONTRA&OR!s objectim"to coverage ............ 5. 14 Contractual Liability ......... .........5.4. 10 deductible arn-bunts, cbNTRAcToks responsibility....... _..__ ....... ...................... Final Applicaion for Paimcnk .........................14. 12 Licensed Insurers ...............................................5.3 Notice requirements, material changbq, ....... 5.8,10.5 Option to Replace„*-' ' - - - 5.14 other special insurances ..................................... 5.10 OWNER as fiduciary for insureds .............. 5. 12-5.13 OWNER'S Liability............................................5.5 OWNER!s Resposisibility ........ _ .......................... 8.5 Partial Utihzsfi6n, Property 1nauranci .............. :5. IS Property ..... .. ..................... ................... 5.6-5;10 Rewilit and Application of Insurance Proceeds- .. ............. ........................... 5.12-5.13 Special fnsa,ic, ............................................ :5J6 Wqiver of Rights ................ o .. ......... . .......... : ..... 5:11 Intent of Contract Documents .............................. 3. 1 -3.4 Interpretations and Clarificmicin.1 3.69,9,4 Investigations of physical conditions ......................... 4" Labor, Materials:and Equipment ........................ _6 3-6.5 Lands— and Easements ..................._..._................_...._..?A Availability of ........................ ..................... 4.1.8.4 Reports and Tests.. .... ...... ........... IIA :Laws and Regulations --Laws or Regulations-- Bonds.................................... __ ....... .......... 5.1-5.2 Changes in the Woil;„ .... I ................................. 1(1,.4 Con*tmct Do6uments........................................... 3:1 CONTRACTORs Rcsponsibilitics., ................ , .1 6. 14 &f.A Correction Period,ve,work .................... 13 . 12 Cost of the Work, tax es ......... __,.... ...... ­ft.4.5,4 definition of .................................................... _1:22� Indernnification .................. . .................. 01-6.33 rx Insurance .'..: ........... ........................ .... 5.3 Precedence;: ...... ... 3.1.3.33 Reference to ....................................................3.3.1 Safety and Protection.......* ........ ,6.20, 13.2 Subccmuractors, Suppliers and Otherq ........... 6.M.1 I Article or Paragraph Number Tests and Inspections ............. ­.; ... ......... 13_51 Use of Premises ................................................. 0.16 Visits to site ....... ............. ___ ......... I r ........... 92 Liability Insurance-' C6NTTZXCTbRs ...... _: ...................................... 5_4 6WNEWs .................... .............. 5.5 Licensed Sureties and Insurers ................. ............... 5.3 Application for Progress Payment,,.,._,,,,,,,,,,,,,,,, ji? CONTRACTORs Warranty of Title ........ ......14.3 Final Application fiarTaymcn! ......................... j4.12 definition o[ ....................................... Waiver of Claims: ........................................... J4.15 Limitations on ENGINEERS .authority and ,responiibilities... ..................... ......................... 9.13 Limited Reliance by CONTRACTOR Authorized.........._...._..:.......................... ....... 422 for Payment.........._............ _14.12 Materials andequipment- fi.irnished by CONTRACTOR................................0.3 ,not incorporated in Worl;� .. .......... ............ .. 14.2 Materials or a quipmcni­equivslenj ... ....... ; ................ 07 'Mediation (Optional) .... - .......... i ....... .......... ...... 16,3 Milestones--definitiori of ............... �.: ..................... L24 Miscellaneous -- am putation of Timcs. .................................... j 7.2 Cumulative Remedies I _ . ........ : ................ ........... 17.4 Giving Notice ...... �--- .. ...................... 17.1 Notice of'Claim .... ............ . ............. ........ I ......... 17.3 Professional Fees and Court Costs Included 17.5 Multi-jaimecomracts ....................... . .. .... 0: ................. Not Sho" or Indicated .... ............... .................... Notice oi - Acceptability ofProject,.................................... 14.13 Award, definition Of ............... ...... I -i5 Claim............................................................ J3.3 Difiects.13.1 'Differing Subsurface or Physical Conditiom ...... A.2.3 Giiing................... ........................................ 17.1 Tests and Inspections,,,,,_,,,,, .­­­­.... ......113 VarVariationShop Drawuij and Sample .....,,,,:627 Notice to Proceed - definition of ..................................... ............. 1.26 .girving i of13 ........ ....... EJCDC OENEM COt01 TIONS 1930 .8 (1900 EDITION) w1aTY OF FORT COU4143 MODIFICATIONS (REV 9199) 0 0 E Notification to Surety.........:.............................._..10.5 Observations: by ENGINEER .6:30, 9.2 Occupancy of the Work,,,,,,,,,,,,,,,,,, 5. 15,'6.301.4. 14.10 Omissions or acts by CONTRACTOR .:,,:; ....6.9, 9.13 'OpenPal 1, policy form,Insurance. .........................j.6.2 Option to Replace .................................. .....:..............5.14 Article or paragraph Number "Or Equal" Items .................................... :............ :....6.7 Other work 7 Overtime Work --Prohibition of., .... ...... ............. 6.3 OWNER-- - -. Acceptance ofdefecove Work -......................... .13.13 appoint an ENGINEER ............ ...:..:......... :..:...... 8.2 as fiduciary_„_ .............. ........................... 5.12-5.13 Availability of Lands, responsibility ..................Al definition of....._........_........... _...................... 1.27 data, furnish ......... :........................... .................. 8.3 May Correct Defective Work...,,,,,,,,,,,,,,,,,,,,,,,, 1371.4 .May refuse to make payment,,,,,,,,,,,,,,,,,,,, ,J4.7 May Stop the Work ........................................ J3.10 May Suspend Work, Terminate_, ........................ 13.10. 15.1-15:4 Payment, make prompt . ................... :0.3, 14.4, 14.13 performance of other work,--,-,...-. . .... ... ­11_:...7.1 permits and licenses, requircmcnts ....................0,13 purchased insurance requirements ............... 5.6-5.10 OWNER's-- Acceptance of the Work'. ....... ................ _.-6.30.2.5 Change Orders, obligation to execute,,,,,.,,,, 8.6, 10.4 Communications ................................................. 8.1 Coordination of the Work - .....__ 7:4 Disputes, request for decision...........................9. 11 Inspections, tests and approvals ........ :.... ... 18.7, 13.4 LiabilityInsurance............................................. 5.5 Notice of Defects ... :.......... ..:....................:........13.1 Representative --During Construction, ENGINEER'S Status ........ :................... :..... 9.1 Responsibilities -- Asbestos, PCBs, petroleum, Hazardous Waste or Radioactive Material 8.10 .Change Orders..............................................8.6 Change� in the wak......... .............. .:..........10.1 communications ........................................... 8.1 CONTRACTOR's responsibilitieq :......:::..::...: 8.9 evidence of financial arrangementg.............0.11 inspection& tests and approvals .......... _....... 8.7 insurance......................................................8.5 lands and easementg..................................... 8.4 prompt payment. by ........................................ 8.3 replacement of ENGMER ..........................8.2 reports andtests.............:....:.:...:................... 8.4 stop or suspend Work,,,,,,,,,,,,,,,,, 8.8, 13.10, 15.1 terminate CONTRACTOR's services,,,,,,,,,,,,,, All. 15.2 separate representative at site..............................P.3 testing, independent .......... .......................... I.... 13.4 use or'occupancy - of the Waik ..........................5.15, 6.30.2.4, 14.10 written consent or approval' required ........................................ :9.1.6.3, 11.4 EKDC OENFRAL CONDITIONS 1910-8(1990 EDITIOM WI CITY OF FORTCOLLINS MODIFICATIOM(QEY 9199) Article or Paragraph Number written notice: required ,...... ........1, 9.4, 9:11. .................................... 11.2r 11.9, 14.7, 154 PCBs-- ... .. __... - definition of.................................I...................129 general, ......... ................ :....... .. ..:...... :.... ..45 OWNER's responsibility for,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,$:IO ................................... 5.15 .. 632 ... :............................5.1-5.2 of_ ...... .... 14A-14.7, 14.13 Payments to CONTRACTOR and Completion -- Application for Progrev Payments......,_.........-14.2 CONTRACTOR'sAVarranty of Title :.......... 14.3 FinalApplicationfor Payment,.,.,. .......,1412 Final Inspection,;,,;,,, ,................ 1411- Final payment and .Acczptancp,,,,,.,,,,_„-, 14.13-14.14 general.: ................. ....:.: ..... I ............ ............. 8.3; 14 .Partial Utilization......._ ............... ................... 14.10 Rctainagc. .: ...... ...... ... ..........1'4:2 Review of Applications for Progress Payments ......:........................ J 4.444.7 prompt payment ................................................ 8.3 Schedulcof Values,,,- ............................ ,, 14.1 Substantial. Completion ,,,,,,,, ,,, j4.8114.9 'Waiver of Claims,,,_„ ............... .........14,15 when payments due :..........................:.... . 14.4, 14.13 withholding payment...... .................................. 14.7 Performance Bonds ................................ 5.1-5.2 Permits' ..-: ............. :...:................... :.::....... ....:6.13 Petroleum-- - - dcfunitiori of ..................................................... 1.30 .general............................................................ _4.5 DWNER's responsibility for ........... :.::.:.......... ;:.,: 8.10 Physical Conditions-- Drawings of in or relating to,,;..................... 4.2.12 ENGMETWs review, ...................... -, ............. 4.2.4 existing structures,;; ................... ................. 4:2:2 general 4 21.2........ ...... •. ......... ........... Notice of DAt rmg Subsurface or, ............. A2.3 Possible Contract Documents Change..............:4.2.5 Possible Price and Times Adjusuri....... :....... 4.2.6 Reports and Drawings ....................:.................. 4.2.1 Subsurface and. ................................................. 4.2 Subsurface Conditions .......................... 42:1.1 Technical Data,'Uni Reliance by ;CONTRACTOR Authorized,,, - - Underground Facilities-- "general .......... ..::... ::.... ... :................ .:.:::.... 4.3 Not'Shown or Indicated ,,,,,,...--,....... I.........4.3.2 ... Protection of ...:.:..................:.....::.........4.3, 6.20 'Xii Article or Paragraph Number Shown'or Indicated; 1,,; , 4,3A ,; , Technical Data ............................................... ,;;, 422 Prcconstruction,Confttence,,,,, ....... ..,.2:8 Preliminary Matters,,,_,,, o Prelim inary.Schedules,,,,,„„,„„-- ..... 26 premises; Use of, ............. ............................... 6.16-6i18 Price, Change of Contract....:.: - ......... - :.-.-1 i Prim, Contract --definition of ........... _...................... 1.11 Progress Payment, Applications fok ..... :_ ..................14.2 Progress, Payment--retainagc................................... 14.2 'Progress schedule,'CONTRACTORs ........ 2.6, 2.8,2.9: .................... ............ 6_0, 6.29, 10.4. 15.2.1 Project-ddfinition of:_ .................................._..._.... 1.31 Project Represcntative- - - `ENGINEER's.Status During Construction......... 9.3 :Project Representative; Resident --definition of ...w. 1.33 prompt payment Payment by OWNER ....................... ....:8.3 Property Insurance - Additional .........................................................5.7 gencral5.6-5. 10 'Partial.Utilization-_.............................5.15, 14.10.2 receipt and application of prom* „ 5M 5.13 Protection. Safety and ,,,....., ...0.20-6.21. 13.2 Punchlist.......................................................... JAAI Radioactive Material-- Acfintion of - ........ .....:. ...:::1.32 .. ,-. OWNER's responsibility for ........ ......... .8. 10 Recommendation of Payment:,-„-,,,,,.... J4A, 14.5, 14.13 Accord Documents ........................................ 619. 14,A2 Records, procedures for m`aintaining........... .......7.8 .Reference Points: ....... .. . .......:........: ... i4A to Standards and Specifications ;hnical Societies ........................................ 3.3- is. Laws and (a) .................. --- ............. .--:6 14 )efec6ve. Welk ._...................................... 9.6 at Site .........................................................7.1-7.3 Performed prior.to_Slu p Drawings - and Samples submittals review,,,,,,,,,,,,,,,,,,,, 6.-28. Rem cdics,'cum ulauve.. ..17.4. 17.5 Removal or Correction ofDefecrrve Wok ,, . 11 I rental agreements. OWNER approval required 11.45.3 replacement of ENGINE ER, by OWNER ....... .......$.2 Reporting and Resolving Discrepancies......,,;-„ ................_.. 2.5, 3.3.2,. 6.14,2 Repots -- and Drawings ::........... ............................ . 4 2.1 and Tests, OWNERS responsibility,,,, -, „-,,,_,$4 Resident and Project Represciu sitive-- definition of ... .............................. ............. ...... J33 provision for:............:.:......:........_....:.:...................: 9.3 ER -DC OEIM AL CONDITIONS 1910.9 (1990 MITION) wi CITY OF FORT COLLINS MODIFICATIONS (REV 9199) E 0 0 LI 0 Article or,Para?0ph Number Resident nt Sypeiintendmit, CONTRACTOR!s ......... ... 6.2 Responsibilities- =NTRACTO,R's,.in general....: ............ ....... ..... 6 gNommes shin general„ ....................... 9 Limitationsm ...... .... _ ............. .:�J'13 OWNER'S -in general ............ ....................... Retainage, ............ I ...... ......... ....................... . 14.2 ,Reuse of Dccoimcms- ................................................ 3.7 Review byCONTRACTOR: Shop I Drawings and Samples Prior to Submittal.::;..... , * ................. 6.25 lzavie"� of Applications, pimations for Progress PaymcmA ... ..z .... ...... b ...... =-4-6-14.4-14.7 Right to an adjustment,-_,.-.,-,...-_.......... ............... 10.2 Rights of Wey:. .................................41 . :.: .. .... . Royalties, Patent Fees and .......................... Al2 Safety -- and Protection, ...... ;. .......... ; ........... 4.31.2.16.16, 6.18, .............................. . .... 6.20-6.21, 7.2, 13.2 general ­­ ...... ; ..... .............• §.20-6.23' ............... Representative, CCNTRACTCXS ...... I . ...... :§.21 . Samples --, of......... .............................. ........ *­* 1.34 general ............... ..................... : .............4- 24-6.28 Revim by CONTRACTOR, ........................... 6.25 Review by, ENGINEER.,,., ............ ... 0.16. 6.27 related Work submittal of ............. ..................................... 0.24.1 'submittal procedure§ ......................................... O.25 Schedule of pircgiesi_, ........ ... I�_. 2.8-,2.9,6.6, 6.29.10.4,15.2,1 Schedule 6jSh6p Drii-iiog iirid Sample sulimittals 6.24-6.28 , Schedule of Values-„-,,,,-„--„ ................. Z4 18-2A 14.'1 iceto ..................................... ' ........... 15.21 6 of Contract Tirrie4 10.4 Acceptable..: ................................... �2.8, 2.9, INY........................................................2.6 f Chmnge@ 10.3-10.4 Conditions ............ ........................... 4.11.1 and Samples, general.,,,,,, ............... 6.24-6.28 'Chauige Orders & Applications for Paymcpus'-� ; 9.7-9.9 definition of ..................................................... 1.35 ENGINFER's approval ... . .......... : ......... ; ..... 3.6.2 ENGiNEERs responsibility for'review jq.-7, 6,24-6.-n rotated Work ......... ......................................... :,0.28 review proceduros,, ..................... --.1-2.8, 6.2".28 X111 Article or Paragraph Number submittal required,,,,,-1.... ......... .................... .... ... . �6.24.1 Submittal Procedures .... ........ 625 to approve substiiulionq 6.7.3 Sho"orindi6ated7'.-................ ....................... Site Access 7-2, 13.2 '1 Site, Visits tc=- by ENGINEER :...............:............:..a....... 9.2.13.2 byotheral .......................................................... 13.2 "special courses . of lois" policy form. insurance aefin iiicm ..... .. ................ ............... ........ 1.36 Specificaitions- deflitation of ....................... ...... .......... J.36 of Technical Societies, reference t� precedence .......... ......................................................3.3.3 . ............... 3.33 Stareciirdi'nd a aSpecifications of Technical Societies ............ : ............ . ......... ... 3.3 Starting Construction, Before ......................... ...... 2.5-2.8 Starting the Work.,,.... ......... ............2.4 ..... Stop or, Suspend Work -- by CONTRACTOR 15,5 by OWNER �: ......... : ....... ...... 8.8.1110. 15.1 Storage Jrnaterials and equipment .................... 4.1,7.2 Structural Loading, Safety.� .... ...... ......... ...; ...... WAls Subcontractorr- ouccrning......................... .. .................. definition a(.,,,,-„ ............. L .... J.37 delays.. ......... ....................... ........................ 12A waiver of rights .......... ......... 11 ........................ JAI Subcontracturs-in general ....... . ............ 6.8-6.11 Subcontracts-requircd provisions....:. i5.11: 6.11, 11.43 Subin irtals- - Appj ical io, n s for Payin ent._ ...... ...................... 14.2 Maintenance and Operatic Manuab; ............... 14.12 Procedures ..- .. ........... . ...... ... .... t ....... .. .... 6.25 Progress Schedules, ............... ..................... 2.6,2.9 .Samples ... ................ .................. 6.24-6.28 cenifictition of ..... ...... ........ 0.30.2.1,14.8-14.9 definition n qf ..................................................... 1.38 Substitute Construction Methods or Procedurq ..... -&7J Substitutes and *Or Eqml" ltcms 6.7 CONTRhCTOR! s Expense... ...... .................. 0,73-3 ENGINEERs Evaluation ........ ... 6.1.3 Or -Equal .......................................... ........ ,.6-7. 1.1 Su bstiltile Ccins"cticii Methods EXTC GENULALL COS ZIMONS 1910.8 (IM 11DIM00 wi aTy OF FORT COLLINS moDmcA-rioNs (RFv 9j" ,Article or o Par graph tNumber w Procedures : .... .................................. 6.7.2 Substitute Items ................ ......................... :§.7.1-2 Substirfam' and Physical Conditions -- Drawings of in or relatfil; to ................. ...... 4.2.'1.2 ENGINEERS Review, .......... ....... 114.2.4 general............................................. . ............... 4.2 Limited Reliance by CONTRACTOR Authorized .................................................4.2.2 Notice,of Differing Subsurface or -physical Conditions, ....... w .............. 4.?l Physi6l con'(fitions ........................ ... __ .... 4.2.1.2 Possible ContracL Docm;cntk'Phqnj6 ..... ... :..:.A.2.5 Possible Price andTimes Adjustments ............... 4.2.6 Reports and Dmwin' 4.2.1 Subsurface and,,,,,,,,,;;,,,4.2 ....... ...... Stibsufao!'C'onittmsatlhe ite Technical Data..................................................4.2.2 definition of ..................................................... 1.39 principal references to ............... 2.2, 2.7. ..... 4.2, 4.3, 5.1. 5.3, 5.4, 5.6-5.9, �A 1. 6.8. 6.13. 7.4. 8.11, 9.3, 9.10 Supp!emeniia�&,it;a6t Docardent; ....... ................ 3.6 Supplier — definition of .................................... ............. t.3,410 princ.ipal refaqnm tQ., .... 3.7. 6.5,6.8-61.11.6.210, ........................ * . ... .... 6.24,9.13.14.12 Waiver of Righ[s.................................................15 11 Surety— emsent to final payment ... ........... 14.12,14.14 ENGINEER has no duty to, ............................... .913 Notificitilon of ....... : ................... 110,1, W.5,15.2 qualification of ............................................. 5.1-5.3 survival of Obligations......._ . ............... ---- ... 6-34 Suspend Work OWNER May 13.10_15.1 Suspension'of Work and Te'rmmatwn--..:- .... .............. 15 CONTRACTOR May Stop Work orTerm MMA .................................. OWNER May Teiminate............................ 15.2-15A Taxes--Paymentl*CONTRACTOR ....... ...... 5 Technical -Dam- 'Limited Reliance by CONTRACTOR_.,, .......... A.2.2 Possible Prim and Times Adjustments,,,,,,,,,,,, ,, 1.2.6. Reports ofDifler g u in Subimirlacci-Rid! Physical Conditions ........ __ ............... 41.23 xiv Via pormy corutruaicn lacilitics ........... Article or Paragraph Number Term ination -, by CONTRACTOR .......................................... 15.5 by OWNER... ................... __:.8:8, 15.1-.15.4 of ENGINEERS employment ............................... ENGINEER'S I . I 0.2 Sir en Sim, Work-in general sp en , aral. ....... ; ... 15 Terms and Adjectives .............................................. A Tests and Inspectiorm— Accessto the Work. by.otherk ...........................13.2 CONTRACT(5Rs responsibilities ................ 13.6-13.7 or) .............. ...... ....... 13.5 13.1 ...................... ... .... ;13.10 testing .......................... 13. GINEER .............. �9.6 64 request ................. .................... _ ......... )3.8-13.9 Times -- Adjusting ......... .................................. .0'6- -Change kifContract r ... .............................. - J2 Computation Of ................ ................................ 17.2 Contract Timis --definition of.., ............ J. 12 day...................................... .............. 17.12, 'Milestones .............. ........................................... 12 Requirements -- .appeals .................................................. 9.10.16 clarifications, claims and disputes__ ... ...... 9.11, 11.2, 12 .................... ....... 14.3 .......................................13.8.13.9. definition o( ..................................................... 1.41 Not Show aIndicated ...... - 4.3.2 protection of ............. ................................ 4.3.6.29 Shown or IiiclkateJ, ................................ ........ 4.3:1 Unit Price Work= claims ......... :—.� ......... definition 6( ............................... ............. ...... J.42 .ginera i.9.14.1,14.5 Unit Prices" .Scneralll.3.1 Determirtatim for,,,-...... ....... 9! 10 Use of Premises,,,,,,,,,,,,,,,, 6.16, 6.18, 6.30.2.4 ,„........ Utility 0AMers ............. 13,'6' 2 0 ' 7.1-7.3, 13.2 Utilization. Partial,,,,,,,,,, ...... 1.28. 5.15, 640.2.4, 14A0 Value ofthe Ikork ......... ......... ............. ............... W.11.3 Values. Schedule of ........ ................ --:�-6. 2g-2.9. 14.1 EJCDC GENERAL CONDITIONS 1910.9 (1990 EDITIONI wt CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 0 0 Vaiiatims in Work —Minor Authorized........_..._ ............. --- ...... %6.25. 6.27, 9.5 Article or Paragraph Numbez. Visits to Site --by ENGINEER,,............... .9.2. Waiver of Claims --on Finid Payment ................. : .... 14.15 Waiver of Rights by insured parties ............. 5:11, 6.11 Warranty and Guarantee, General, -by CONTRACTOR ............. ......... _ ....................: 6.30 Warranty of Title, CONTRACTORs ............ ... 14.3 Work — Access to ........................... ......... ............ 13.2 byothers.........._...._................._...................._ . 7 Changes in the .... q .............. ....... ....... Continuing ..........................................6.29 CONTRACTOR May Stop Work or Terminate.... ..................... ................... 15.5 Coordination of ........ :'.:—.-3.4 Cost of the )1,4-11.5 definition of ......................................................1.43 neglected by CONTRACTOR............................13.14 other Work 7 OWNER May Stop Work ................................. 13.10 OWNER May Suspend Work .... .............. J3.10, 15.1 Related. Work'at Site ....... : ......... ....... ,7.1-73 Starting the ....................................................... 2.4 Stopping by CONTRACTOR ............................ A5.5 Stopping by OWNER,,,:,, ....... 15.1-15.4 • Variation and devinti M'- buthoriiied, minor .......... 3.6 Work Change Directive — claims pursuant to .............................................10.2. definitionof -;,.1-44 ... ................................................. principal references to ......................3:5.3,10.1-10.2 Written Amendment -- definition ot ................... ........ ......................... 1.45 principal references 1. 10,3.5. 5.10,15.12, 6.8.2. 6.19. 1011.1. Written Clarifications0.4, : and Interpretati Ms ................. I................ 3.6.3. 9.4. 9.11 Written Notice Required — by CONTRACTOR ..............................7.1, 9.10-9.11, by OWNER ................... 10.4,11.2. 0.14 pr E EXI)CGEMRAL CONDITIONS 1910.8 (1990 EDIMOM wiaTy OF FORTCOLUNSMODTFICAMOM OtFV9/M mi (This page left blank intentionally) • EJCDC OEN AL CONDITIONS 1910-S(IM EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 0 0 GENERAL CONDITIONS ARTICLA I—MINITIONS Wher"cumd in Conditions,or in the other Contract Docuanents, the following tenna, have the on m.unt. a indicated which 'iire �aPPIimble to both the zg and p1iind thereof.' -— I.I. Ad&,fidd—Written (*,graphic instsuirtents issued prim to theloperaug' of Bids which -61iirily, -conect or charige the Bidding Requiietterits; or the Contract Diecunterts. 12- rThe written contract between OWNER and "CONTRACTOR covering the Work'to W perfoinied; other Contract Docurnents am attached toy theAgremient :aridnadc'a Pan thereofie; provided therein. 1.3. A hcution,forleaj�,znent—The form accepted by ISrz ENG'which is'(6'bc used by -ODNTRACTOR. in requesting progress or final payments and which is to be accmneed by such supporting documentation as is required the Corrtma Documents. 1.4. Asbesaos=Any material that contains more than one ,percent asbestos and is friable or is releasing asbestos fitifs into the air above iLirrcn - t I action . le I vols established by the United States Occupational Safety and Ilealth Administration. 1:5: Brat -The offer or propusallo!"the bidder submitted on the prescribed form setting forth the piim fw the Work to beper formed.. 1.45. Bidding Docwnents—The advertisement or invitation to Bid, instnicti6ris to biddcra,the Bid form, and the proposed Contract Dociinnents (including all,Addenda Amed priorto receiptrf Bids).' 13. Bidding Requinenaints—The advcniscinent m' invitation to Bid, instructions to bidders; and the Bid form. 1-8. Bonds—Perforrinanct: and Payment bonds and other instrurnints of siemity. M Change Order —A document recommended by ENGINEER, 'which is signed,by comAcTolz and OWNER and authorizes in addition, deletion or wisicat in the Work,:or an 4djustincrit in'the Contract price'or the: Ccinuact Tiles, issued on or after the Effective Nte of the dweenimt. UJO. Contract Dociannnis—The, Agreement Addenda (which pertain to the Contnict Docuinents),- OOMPACTOR'S .Bid - '(incl d — docu ntintion airy reecanpananlid documentation the Bid and unnentatich ase d prior to the Notice.of Award) when attached as ,i7 to the Agreement the Notice to Proceed, thc, Bonds, those Gcn&il -Conditions, the Supplementary 'Conditi* the Specification; tied the Driiv ni ru'ihe= ,cud (3TY OF FORT 0DWM MODIRCATION-S (REV 41200) 1 I I . Contract Price —The moneys, , payable by OWNER 6 CONTRACTOR for completion of the Work in,me 'a idariii'ith the Confiact 136cutnints As'stated in the Agreement (subject to t1ii kovisiom of paragraph 119.1 in the rase of Unit Price Work). 1.12. Contract Times —The numbem of days a the dates stated iiithe Agreement (i) to achiivVe Subsuintial c6inpetion, and (ii) to complete the Work sodivit �is ready for final Payment as evidenced by,ENGWEER's written recominandatimit of final payine . ra in accordance withparagraph, 14,13 1.13. COMRACTOR"Thepcoon, firm or corporation with where OWNER has entered into the Alpeerti6t. 1.15. Dravvint;—Thc;drswings which show the scope, extent and character of the Work to be farnishod and performed by CONTRACTOR and which have been priepared or approved by ENGINEER and are referred to in the'Cattiiict Docurnerni Shop _drawings fire not. Drawingstisti6defined. LIK Effective, bate df fix Agrrenicnt=The date indictitod in the Agreement on which it becomes effective but if no inch date is indicated it inearis the date w which "Agrccrocrit is sigrkd and delivired by the last of -the two panics to sillia and dclivei. 1.11. ENGINEER -The peram frin or corpgation riarned as suchin the Agremient. 1.18. ENGINEER'': Consultant —A 'rsoa, form or c6 ing i6h hav'a owifinict with ENGMM to furiush services as ]INGINHERs -independent professimird associate or consulinnt with respect to the Project and who isidentitied as such -in the Supplexnentary. Condition. 1.19. Field 'Order —A wriuch order issued by ENGINEor ER , which den; inirm changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract price the Contract Times. 1.20. General Requirements -Sections of Division I of the Specifications: I . L21. Iiczardota Natre—The tam Hazardous Wastc shall :have the meaning provided in Section 1004 of the Solid Wake Disposal Act (42 USC Section 6903) as ainertberl, 'from time to time. I.22.a. Laos and Regulations; laws or Regulations —Any and all .applicable laws, rules,. regulatiam, ordinances, :codes; and orders of any and 'all governmental, bodies, `agencies, iuthorities and courts havrtq;)unsrlrction. 122.b.. Leval Holidays--shall be: those holidays observe8 tv the Ciw of Fort Collins: 1.23. liens —Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. A4ilestone-A principal event specified .in the Contract Documents relating to an intermediate completion. date'or time prior to:Subsinrdisl Completion of all the Work. 1,25: Nodce.ofAwanl-A written notice by OWNER to the apparent successful bidder. stating that upon compliance by; the. appareiht :maessfiil bidder with the. conditionsprixcdom'enumanted therein,within the; time: specified, OWNER will iign and deliver the Agreement. 1.26: Notice to Proceed -A written notice given by OIAWER to CONTRACTOR (with a copy to F:'NOINEER) fxirg the date on which the Contract Times will commence to run and on whichCONTRACTOR shall start to: perform CONTRACTOR'S, obligations; under the Contract Doarments L27. OWWER=The, public .body or authority, corporation, association, firm a person with whom -CONTRACTOR has dacred into the,Agrccmcm and for wlwm.the Work is to be -provided 128: Partial Urihzation-Use by OW4II2 of 'a substantially completed,parl'of the Work for the purpose :fa which it _r intended (or a related purpose);',pricr to. Substantial Completiorofall the Work. 1.29. PCBs—Polychlormated biphenyls. 130. Petrakton.-Petroleum, including crude oil or any .fraction thereof which is liquid'at' standard conditions of temperature. and pressure (60 degras'Fahrenheit and 14.7pounds ;ocr �squarc inch absolute), such as 'oil, petroleum, fuel oil, oil sludge, oil refuse; gasoline, kerosene end oil mood with &her ion -Hazardous Wastes and crude. oils 1.31. Project -The total construction of which the Work to be provided, under the`Coatimet Demmenis,may ;be the whole, ora part as indicated elsewhere in 'the Contract Documcrits 1.32a. Radioactive Material -Source, special nuclear, or byproduct material asdefmcdby the Metric: Energy Act of EICDC GENERAL CONDITIOM 191008 (1990E5tim) w/CITY OF FORT COLUM MODIFICATIONS (REV 412000) 1954, (42 USC Section 2011 et seq.) "as` ataended from time to time. 1.32.b..Regular IYorkrng Hours-Regular:working hours arc. defmod us T00am to 6'00on -unless otherwise specified in the General Requ-nements: 133. Resideni"Projec! Representative -The iiuthaiwd representative of 040INEER who may be assigned to the site or.any part thereof 1.34. Samples -Physical 'samples, of materials. cghupmcnt,: or workmanshiP that 'are representative of were portion of the Weul::and which establish the standards by which such potion of the Work will he judged 1.35. Shop Drd*ings-All ;dmwirgs. diagrams, d1usmtioiis; schedules and other data or information which are spedficzll preparedor assembled by -or for CONTRACTOR .orhd submitted by CONTRACTOR to illustrate some pottiohof tone Work. 136. Specifications -Those portions of the Contract :Documents coreisting of written technical descriptions of materials, equipment, construction systems, standards and worIcnianshtp as applied to the Work and certain administrative details applimbie thorco., 1:37. Subcontractor—An'individual, firm or corporation having a direct contact with CONTRACTOR'or with any other Subcontractor -for the performance of a part of the Wad: att he site. the t:anram VOCUMMM; an Lost me worn: (Or specinea tart) can be utilized for the purposes'Rr which it is intenddl or if no such catificate-is issuod when the Work -is complete -and ready for final payment it's evidenced by.ENGINEER's )waitten recommendation of final payment'in accordance With paragraph 14.13. The terns substantially, complete" and "substantially completed" es applied: to all or pan of the Work: refer to Substanial Completion thereof. 1.39. Supplementary .Canditions=The pan of the Contract Doctmterts4hich mends or supplements these General Oondtions: 1.40. Supplier .A ;manufacturer, fabricator, supplier, distributor, mater6lman or vender }saving ei'direct coniract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in' the Wad: by CONTRACTOR or.atry3ubcomragw.' 1.41. Underground Facilities —All pipelines, conduits, du&s,�cables, wires,manholes; vault,,tanks, tunnels or other such fecilitimor.attzchmerds, and airy emasoments containing such facilities which- have -barn installed underground to furnish arry of the lonowirig services or • E • E 608.13 Omk Cmc_Na Sid:sd-Rm &Rcphm letlFon low S 37C S l7,aam 60814 sR 6p00 S dm S 49300W 60S15 . A it Ra HW16.*Cab -R. dR.O. Sgsre Fan Im S 990 S 99WW 60516 Te d]).Ps Srpare Fen 60D f 4295 S 35.7 N 60817 4-Resoce&R,6— Syme Fm 1jew S 390 S 3y0O00 6081E W-R® &Relam She Fan 2Q000 f 671 S 134,=M 6111119 Fkmvk-I-Ad4. •Dcp6 Sgme Fort 250D S Q79 S IYMW 60820 Cdrtcd(aarm45an Dm oBd-UpC a S9 Fm I S 130 S 15mm 60821 4V.kyPv 4-Revm.e&Repece Scpme Fm 500 S 719 S 359SW 60822 Cmmeee Pavmem8-Bemeet R9bm S9,ire Fen 500 S 929 S 4A450D 60811 AkTAppimrLff-R &Rcp m Sq: 6,U00 S S54 S Sl7W_W 60824 l AFm 1,000 S 1W f 2=00 608.25 SpahtlorY4-Rmwc d: Rcpse SPac Fm 500 f AIM $ 2.48SW 60926 A®etpm4-Up Cbsr Speee Fan SW S 137 S 6000 6m27 >4 S9 Fm SW S 1l0 S I.Mool 60828 Hise111,13icmeCm vrib Vl e/ReW T. 500 f W-45 S 10, 2 G0629 Paacsmm A� 1sdFm 4,OW $ 3S8 S 1432000 6 01 hnoi Skew T we I�dFon IW S 163 S mw 63010 TeaBkC B.ddTd n%aFC.reta Total %d"snd 1 nor S 27A9S3 63030 V.Ah Meaagc Bmd � Di,� IW S dS 00It 8, W W 630-40 H. 40W S MW S 94'WO-W 63050 WaemgAaoe Bored PerBache Dq 70 S 55M S 3pALW TOTALCOSF - S 1573,461.78 Notes The quarit/es fisted ebove are eslmates only The City ef Fort Coons Reserves he right to mOdyy the q"Ubers for any oral/items isW One MMm Frva Homed Se vaty TMec Thorned Fmr Hendred Seery Ove Ddbn and Serevry Fight Cevb Sgved Ad3eae 6330 S. Cavcge Ave. Campmy Vogel Cmrete Inc Fat Cdles, CO. 80525 Check Ooe: Ivd ideal Da, Bvanmr m Cempavy Name X Ccp atim Pmm W, Piee.T. 9MAM3880 0 materials: electricity, gases, stem, liquid petroleum prbihids,` telepfiafie• or ather ocinnitmicitiom cable tciciisim. Sewage and drainage removal, traffic or other control systems or water. - A.41 Urdt Price WbrkWork to be paid, for; oin the'basis 'of 41h6priia. 'L43. Wotk—The entire .completed, constniction or the - various separately identiflable.parts.thereof required to be under the Contruct,Document& Work includes ;and'is .. r I , = It, of por lormtrig I or I furiuslung'12b6i 'and finni. �mga. mI and . th e cshoo mtlngmatamlsa'rid,equir�6enti6to, onstuction, anTpialbiming or furnishing servicm and furnishing documcm.% all :as required by the Contract Documents, IA5. WiiuenAmeaaWwnI--A written amendment of the •Contract Documents'.- ','m'gned , by-' OWNER and CONTRACTOR on or .6fter the Fifactiiie Date of the Agrecauent arid nmmally e-ri dealing with thone'%ioeering, or nontechnical rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2—PRELIMINARY MATTERS DefiverY. qfBonth: 2.1. When CONTRACTOR delivers the czccuicd mchts to OWNER, CONTRACTOR ishall also deliver to OWNER sadi Bonds as,OONTTRACTOR may be requiredto fumish in accordance with paragraph 5.1. Copies of Doeuirteatr.• 2.2. OWNER Shall fimush to CONTRACTOR uR-to ten (unless otherwise specified in the Supplementary copies of the Conract Documents as me reasonably necessary for the execution of the Work. Additional copies will be fuirshed upon nq-ues'k- at the cast -ofreproduction. Comrnencernenl of Commacr Times,- Notice to Proceed 2.3. -The Contract Times will commence to = on the tbiriiethdayyafiei the Effcctivc;Datiof the Agreement, or, EX-DCUENFMALCONDITIOM 1910.8 (1990RI66.1h) ..I CITY OF FORT COUINS MODIFICATIONS (REV 400) • if a Notice to Proceed is given, on the day indicated in the Notice to Proceed, _A:Notica to Proceed may. be given at any time w•ithin.thirty days after the Efrec&c Date of the a later-than•Fhraucti,44110 GoRWA Time I Sitarting the We& 2.4. CONTRACTOR shall start to perform the'Work on the daic when the, C6ntrict Times cmmiiin6c torun; but no Wok shall -be dore at Site prior to Or date eii which the Contract Times commerce to run BefimeStarting Consf.ruction: 2.6 Within ten days after the Effective Date ofthe Agreement (unless •otherwise specified in the General RccitiirainIi); CONTRACTOR 'shall submit to ENGINEER for review: 2.6.1. a preliminaryogress schedule indicating the times (ini , mbc6'of days or dates) for starting'and completing the various stages of thc,Work, including any Milestones s..dted in. the Cormact Documents- 2.6.2. 6 preliminary schedule of Shop Drawing and Sample ;submittals which will list each required submittal a - nd the times for submittiq& reviewing, and processingsuchaulanitiat 2.6.2.1. In no case 'will a 5checluk, be 1=hiech allows less than'21 calendar review by Engineer. 3.6.3. A preliminary schedule of values for all of the Work which'will include 4taintitics and price of items awegatuig the Contract Price and will subdivide the Work into component pans in sufficient detail to serve as the basis fm progress payments during construction. Such prim will include an appropriate amount of,overhead and profit applicable to each item of Work, 2-7. , Befiric any Work at the site is sinned, CONTRACTOR and OWN14Z shall eath.deliver to die otliff OWNE 'with oopics to --h pddi4eml ins -Fed 4 certificates of insurance (and other -evidence of insurance .vhiel _::he; ,-•�.:_. ,..:.iy`-ad itlenal-irtwired--m°y reasonably— equest requested Iry OWNER) which CONTR:4CTOR is required to purchase and maintain in'am"dane with- lxhrugrapha `.`r.,oa„o-.?r" `. Preconstraetion Conference a twenty days after the Contract Times start to e'any Work at the site is staned, u conference- :ONTRACTOR. ENGINEER aid others as will be held - to establish a 'working, among the parties as to dice Work and to schedules referred to in paragraph 2.6, or handling Shop, Drawings and other rocessing Applications 'fa Payment and Initially dcctpiahle Schedules: ARTICLE 1-CONTRACr DOCUMENTS: INTRNT, Al M1 DING, REUSE: Intent 3.1. The Canaria Documents comprise .the entire agreement between'" OWNER andCONTRACTOR 'amiixming th'o Work. The Contitict Documents -area comptcmenlarywhat is called for by one is as binding as if .iallcd for by all. The Contract Documents will be construed in accordance with the law of.the placeofthe, ,Projcet •3.2. _It is the intent of,the Contract Documem,to, EXI>CG04aLAL GOMDITIOM9191" (199a E3him) 4WIQTYOFFORTCOLLiMSMOtM(7CATIOMS(REV412MO) complete Project (or part thereoo accordance .with the Contract :;.maicrials or. cquipmcru that may 'from the Contract Documents w or trade assize as being required to or trade meaning are used to 3.1 Reference to Slrandardf-and Speeijcations of Technical Societies; Reporting. and 'Rerohvng Discrepancies: 3.3:1. Reference. to standards• specifrmtiom; standard, specification, manual, code or Laws or Regulations in effect at the time of opening of Bids (or, on the Effective'Datc of the Agrccment if there were no Bids), except as may, be otherwise specifically stated in the, Contmct Documents: 3.3.2. , If, during the performance of the -Work, CONTRACTOR - discovers any conflict. error. ambiguity .or discrepancy .within the Contract Documents or between the.Contract Dcicumenti and any provsion 'of any such 'law or Rejh latiop applicable to the performance of the Work or'of any such standard; spcii66elien,-mamial or code "or of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTORshallreport it to ENGINEER in writing at 'aria, and, CONTRACTOR shall not proceed with the: Work affected thereby (except in an emergency as authorized by paragraph 6.23).until an amendment a.supplemeni to the Contract Documents has been issued by.onc of the methods vidiceted. in pomgraph33 or 3.6 provided. however, that CONTRACTOR "shell not be liable to, OWNER,pr 3.3.3. Except;as odterwise..specifieatly stated in the Contract Documcnts'or as may be provided by -ainendmem or supplement,thrseto issued by one of the methods i dioatod in paragraph 3.5„ or 3.6. , the _prmmos of the Contract Documents shall take `precedence inresolving any. conflict error, ambiguity or discrepancy betweemthe provisions of the Contract Documents and' - 3.3:3.1. the provisionsof any such standard, -spo:ification, manual, cc& or instruction (whether or rwgspecifca0y incorpotafed by refcrence'in, the Cccit6ct Documents); or E is A 0 0 0 3.3.3.2., the, provisions of any such Larsor Regulatims aMlimble to tKe perfcwm6noe of the Work '(unlces such an of the, provisions of thc,Contract Documcnts would result M Violation of such, Law or Re0atim), 3.4: Whenever in the Contract Documents thelcrms�.ss, ,ordered". "as directed". "is-k6quikd', "n allowed", ".asp. approved" of like effiect or import are useck'or the ind Me% "proper" or f1kc c a. importadoccUvrs 0 ect oimportare' .used a rcquircrpcna, direction, reviewer. a w work or any outy,or rability contrary to the any gtKr provision of the AmendngmdSkpplmmtingContradDocummts 3.5. The Contract Docanneras may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof in one or rnae of the rollowin64ays: -3.5.1. aformal WriticriAmendment, 352. a Change Order (pu= ant to paragraph 10. .or I EJCPCqPgRAL t7ONDITIOM 1910.8 (1990 Edtim) ,w'tCITY OF,FORT OC)UJ14SMODIFICATIONS ft-V412000) 3.5.3. -a Work Charge Directive (jewsLiart to p6mgm 10.1). 3.6. In addition, the requirements of the'Contract Dbouments,may be supplemcatcd,'and minor variations and &viationi' in the Woikshay be ainhorincd, in one or mare of tha;followlttg ways: 3.6:1. A Field Order (pursuana to paragraph 9.51 3.62. ENGINEER's approval of a Shop Drawing or Semple (purse tt6paragraphs 6.26kW6.27),6r 3.6:3. ENGINEERs written inteiprctufion ur diarificition (pursuant to paragraph 9.4). Reuse PfDpcumeqw 3.7. CONTRACTOR, and any S41econtraclor or Supplier or othcr.person a orgam]miti fbrmirg'� of Work under a tror'ind . meet 11VR (i) "it not have or acqui . — tid;'io , nersit n— re any or M , , I other' in any of. the Dmvv� Specificatione of oxer, d w—uments (or copies, of any flierw6finivered by or bear6pt the =I of ENGINEER a an )WNER and ENGINEER and specific or adaptation by ENGINEER. ARfICLE4:-AVAELABMffYOFLANDS; SUMIRFACE AND, PHYSICAL CONDITIONS,; REFERENCE POINTS Awitabibly. OfUndr: 5 CONTRACTOR shall provide fo.all additional lands and •;access thereto that may be required for tempomiy' construction facilities or storage of materials :and equipment: . 42. Subsurface aridPAysical Condidons --:4.2d. Reports and Drgvings:, Refcrace'is made to the Supplementary Conditions for identification of 4.2.1.1. Subsurface Condidars.• Those reports of explorations and tests of subsurface conditions at or conti ous to the site that have been milried by ENGINEER in preparing theComma Documents; and 4.2.1.2. Piowical.Cadirions: Those drawings of physical conditions' in,'or;re'lating to existing sur face or subsurface structures at -or contiguous to thersite, (except Underground Facilities) that have .been utilized by ENGINEER in preparing the Contract, Documents. 4.2.2.1. the completeness, of such reports:and drawing for ' CONTRACTOR's, putposs%. including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and , safety precautions .and prct3mmi incident thereto, or 4.2.2.2. other data, rntequetations, opinions and iriformmian contained in such repoits a shrnvn or indicated in•such drawings; or 4.223. any CONTRACTOR aaeprdation of or conchsion drawn fr®;airy "technical data or aa .such data, interpretations, opiruona or i omnation. 4.2.3. Notiq of During Subsurface or Physical Condirioni: If CONTRACTOR believes that any 'subsaifaccor physical cordition at orcontiguous; to the site, that is uncovered a revealed either: 4.23.1is of such nature as to establish that any. "technical data" on which CONTRACTOR is, emitted to rely as provided. in paragraphs 4.2.1 and 4:2.2 is materially inaciauate;'.or 43.3.2. is of such a nature'.asto require -a charge in the Contract Documents, or 4.2.3.3. differs materially from that shown or FICOCOHNERN: COND17101.6191" (190 Eatim) w•1 CITY OF FORT OOI.LIM MODIFICATIONS (REV 412000) indicated in the Contract Docwmnts,'or 4.23A. is of an unusual nature, and differs materially from conditions ordinarily encountered and genemfly recognized ved as inherent wok of the character provided for'in the C®tract :Documents; then RACfOR shall promptly imm_d& to , after rg aware thereof and before further :disturbing nns utfectal therebv or 6erfoirmhL anv'Work in CONTRACTOR shall no firths disturb such conditions or perform any Work in connectiontherewith.(except as afamaid) until receipt of written order todo so. 4.2.4. ENGGVEE,0 Review: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNER'S obtaining additional exploration or tests with respect thereto and advise OWNER in writing with a copy to CONTRACTOR). of ENGINEER's flndar};sand tonclusiona. 4.2.5. Parable Contract Documents Change: if ENGINEER i6nchides that -a cli Inge in the Contract Documents is. required, as a result of condition that meets one or more of the categories in paragraph 4.23,.a Work CC11��aa�ngqe Directive or -a Charge Order will be issued as p_1 ided in Article 10 to reflect and document the consequences of such charge. 4.2.6. Possible Price and -Tbries A�#um tins: An egdivable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the etisterce'of such uncovered or revealed condition Muses an increase or decrease in CONTRACTOR's cost of, or time requited for perlummi a of the Work; subject, however; to the following: 4.26:1. such condition must meet anyone; more of the categories ikuribed in paragraphs 4.23.1 through 4.2.3.4, inclusive; 4.2.61. a change in the Contract Documents pursuant to, paragraph 42.5 will not be 'sit autorriatic euthonaatnon of .nor a axidition rt=dmt to cntlticmcm to any such adjushnmt; 4:2.6.3. with, respect to Work that is paid for on a Unit Price Basis, any edjustmem in Contract Price, will be subject. to .the provisions- of paragraphs 9.10 acid 119, and 4.2.6.4. CONTRACfOR shallnot be entitled to. any adjustment in the Contract Price of Times if; . 4.2.6.4.1. ,CONTRACTOR knew of the existence of such caiditins at the time CONTRACTOR made a final commitment to OWNER'in respcd Of 'Coiamct price and Cptliact Tinier by the 4b 0 a 0 0 stibmissidnois bid or becoming bound, give written notice to that under ineRtAiiiecl cofitrix� or ENGINEER, - INGINEF Undergrwricl Facility�mr 4Z6.4.1 the odstence of such any, to which a change condition could reasonably have been Doctiments to reflect and by to CONTRACTORs makirm stich final the s# safetyand a .2. Not Amin or Iuficated- if an Lhidergroicod 6ifity is uncovered or revealed at or comiguom to site which was not shown a indicated in die mia6t EioiuirnomCONTPACTOR'shili'Prom _IY mediatel after becoming aware thereof and belari ther disturbing conditions affected th&cby or forming any Work in connection therewith (except identify thd owner of such Undeigroarid Fic-lE 'EI GENERAL47.01KDTTIOM 1910.8 (199DEMT) ,lr'CITYOFrFOR7ODUJM,MODIRCATIONS(tEV412000) if it A enguineering-stirveys to construction which in necessary to, enable with the Work si . ble f6r Inina out the necessary changes in grades or locatiom and shall be responsible far the accurate replacement or relcoation of such reference points by professionally qualifiedpe noel. ' I , 4.5. Asbestos, PCBs, Pefroletun, Hazardous Waste or Raffloacifiv Alateriat.. Ca be 1 anyoneelm for whom responsible :i. the pe of the Or 7 ARTICLE 5-BONDS MID INSURANCE Performance, Payment and Other bon A* ,TTRACTOR,shall'furltish -Performance and ids; each in an amount at lmgt-equal to the x as security for thefaiihful performance and all CONTRACTOR's- obligationsunder the are required by the Supplementary Conditions, All Bonds shall be in the form prescribed by the Commct Documents except as prLivided'ciherwise by Laws or Regulations, and shall be executed by such sureties as are named in the Matra list of "Companies Hold Certificates of Authoriiy.as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Compaiues as published in Circu1a-570 (amended) by Ihe.Audil .Stall: Bureau of Government Fir anciai OperatiorM U.S:Ticarury Department All Bonds signed by. an regent' must be accompanied by certified'ropy of such agcra's'authorrty to act. 5:2. If ;the surety on any Bond furnished by CONTRACTOR. is declared a bankrupt or becomes insolvent or its right to' do business is terminated"m any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.1. CONTRACTOR shall within ten daysthereaftersubstitute another. Bard • and surety, both of which must be acceptable to OWNER. 5.3. Licensed 5uretia and /naurerr; Certificates of Insrrmnccr or C The pisvisions f pe* 1.2 and 4.3 .. not intended, a Petaolcurn, ;a-raveandaniltegile: EICDCGENFRAi. CONDITIONS 1910.8 (1990 DEu.) wI CIT Y OF FORT COI.UM MODIFICATIONS (REV V2000) Bads and insurance required by the currents to be purchased and maintained to issue Bombs or :CONTRACTOR'S MabWty Insirrimie: CONTRACTOR and y'66pl6yed by any of them to perform or he Work, or byaujonc for whose acts any liable: 5:4.1 claims under workere compensation, disability benefits and other similaremployie benefii acti. 5.42.claims for damages because of, i4 -ury. occupational sickness"or disease.. Of empR CONTRACrOR's' I I I I —oyeeg; 5:4.3claims for.'damagei limauic of bodily MiUry, siclCrie6i,or disease,a death of any pirscin other than CONTRACTOR'S employees; 544-customary 0. M A 1) sun hi, 5.4.5. claims fm'darnages..other than to the Work iitself, because; of injury to or destruction of tangible property wherever lomtid, includirigloss of use resulting therefrom; and 5.4.6. claims for damages b=usc of bodily -injury -or death of any person or pro" damage wising out of the ownership, mainbeim nce .or use of any motor vehicle. The policies of insurance so required by This PRMV.aph 5.44 ,'to jic purchased pro maintained shall: -5.4.7. with .respect to insurance required by *jmphs 5.4.3 throuto 5.4.6 itklusive'and 5:4- include as additional insureds (Subject to any, customary "clusiort in respect of profzssional liabifiy), OWNM ENGINEER, ENGINEER'S Consu %ants and any othei persons or ciniticaidentifica `in the Puppleme" Conditions. all of whrnm'shall be. fisted as additional uisureds.'Afid fitclude ceverige for the respective officers and employees of all such additional msureds; 5.4.8. iriclude th ' -fi and be 'writtrn for not less than =I.C"It"o covebmifity rovided in the, Supplementary. Ocinditions, or required by Laws' or Regulations, whichever is greater, 5A.9. includecoripletedoperaticrisinstmanoc:, EX7)qGDTMALCONDITIOMI9103(19 E&Lidi) WICITY OF FORT coWNS MODES CATIONS OLEV412000) is 5.4.10. include ocritnicruial linbifity insurance covering CONTRXCTOR's indemnity obligations under paragraphs 6.12,6.16 and 6.31 through 633; 5.4.12. remain in effect at to= until final payment and is all times thereaftei when CONTRACTOR ma be co,ireculfig" removing or replacing def-mve Wlz in accordance with paragraph 13.12; and OWAER'sLiabifily Imwumce., 5.5. In addition to insurance rectur oil to be,provi&d by CONTRACTOR under paragraph 5.4, OWNER, at OWNER'S o iptik 'and i in om may �Viirc maims at OWNEWs opens: OWNER's own liability insurance as will protect OWNER against claims which may arise from OP I CiRtions'imiltir the, Contract Docurrionts. PropenyInintrance: -54---Unless . se-pravided-in-"�.pplenseigwy Regalati t;� 4 And in 6.6.1. Mude ate Laerem eF mok GOMPRAGTORr—Subcontract w and AhAll be listed As an -ins -red orAdditional instav& nocasxmed-ly-®�f«cemart-of 6nws-erld-IFeguleti ��._ _ A_ speoifiw0y�reguird-by�ticeSupplemeMa[yladitiere; rrjdecement i+f%ny-irtsiirsd prapestyJ(incltdirg�i 41ol hllllkd-1U-�0b5-9Ad-Cfmlg06-O(-611P111eeffr-Nld e hheo54.4. 9evff at the site l9j; 3.Er.5.-be-tnainteined-in-eR'ec1-anti!-finel jmyment-is made .OWF�R-GON'RA6'FOR-end-EN61P7I3ER-wi :ireuredio-whom=e-eei'IiCwele-oC-msuunoe-hes-been' passe lr$; i-}: Car piuchasing. to protect the, m or others'in -540-1FFA_A1T.R.46'FOR-re[jtirwritirig-lhekolk�er L e ea mel 8h0ng0-0r _ergVrival-Amendmera—pfloF- 6 EX -DC GENERAL. CONDLTIOM 19108 (1990E Wim) (U wiaTY OF FORT 001UMMODMCATIONS(REV4000) semme - inmmncr�hes beertpraatuedby�9 W?fER 5AI_W�f jghrs: lees due ie bus' oC-itse-or.' Wlxr-oonsttjuenEiel-k®s-extruding beymtd-ii ct-iilty� nge-to OW N6pi's-prop��ty-or-1}le-Work-eeuse�l-b�; . . OEML4BItUFfdleF-I056-1Itc`-1n5iJICr9-4VIIF-}IBVd-HB-E:$)G9-0F • 0 0 • 0 RecekptandAppfioali?n qflnwmn"'Prvceleth. ,Accejgftce of Bondr and Imumce; Option to Repikice.- Pmiw Ullfiwdofi—pmpi4ylnmrhnce: 5J5. lf(JWNEREnds pit t==aty.t000cupyorm'a portion 'or p6mom; of tfie Work prior occupy Submirtial EJCWqFNU-AL (70NDITIOM 191" (1990 Edti(n) wi aTy OF FORT ODLUM MODIFICATIONS (REV 412000) SU Ute Lo��ch use or oceupariry "m Completion of d be . with piiiigmph 14.1 om"Ir t � . h use or occubamw shall comincri bmm= dWI not be, amociled'or permitted to lapw on accoum of any such partial use or occupancy. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES Supenision andSuperintendence: .6.1. CONTRACTOR: shaH supervisa, ;inspect and the nagugence or olners m the =jgn or a wecific oletm& method techiiiaue, be resportsible, to es S=Mtelywith keep on a = m if givm to CONTRACTOR. Lab-, Materials mdEquipntent- 6.4. Unless otherwise specified in the General "Requirements,: CONTRACTOR shall fumish and assume. full responsibility for all materials,equipment, labor,. transportation, ainstruction equipment and -machinery, tools; appliances, fuel, power, light, heat, telephonc, water, sanitary facilities, temporary ftc0iies and all other facilities and iraide. als lieces4ary; for the fariushm, pc`rfoimailcocstin' ,start-up,ind ommplction of the work. 6.4.1. Auchasam Restrictions: CONTRACTOR must comply with the Citv's ourchusing restrictions. A copy of the resolutions are available for review in the 'offices of the purehame and Risk Manatzcincit Division or the City Clerk's olhce. dA,. Camentt Res iniore _,City of ort�gljiss- Resolution 91-121 requires thatsuppl iers andproduccis of cementorIroducts coraai uiig cement to certi Mom the cement was not made in cement kibs"rhat bum, .hazardous waste as a fuel, 6.5. All materials and equipment shall be of.good run to the hcnefit of OWNER. If required by ENGINEER, CONTRACTOR shall himish .satisfactory evidence (including. reports of required tests) as to .the kind and quality_ of ,materials and egtiipmient Ail materials grid equipment shall be ipplied::install e' connected, crated,.. used, cleaned- and coridiuoned in accgrdame with imtmuctions'of the applicable Supplier, except as otherwise Progress Scheme. 6.6. CONTRACTOR "shall -adhere to the progress schedule established in accardance.with paragraph 2.9 as it may be adjusted from time to time w providcd below: 6.6.1. CONTRACTOR shall submit to, ENGINEER for acceptance (to theextent iridicated in" pamgraph2.9)`proposed adjustmens In the progress' :schedule that will not change the Contract Times for Wesiones). Such adjustments will coaiform generally .to the progress schedule then in effect and additionally 'will � amply with non• provisions'of the Gineml Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule, ihatwill change the Contract Timcs'(or Milestones). shall be submitted in accordance with the requirements; of�parzgmpb'12.1. Such adjustments may, only be' made by a Change Order or'Written Amendment in iccddanee with Article 12. 6.7. Substltutesand"Or-Equal"Items: 6 7.L Wtienem an item of material or .equipment is spc�ea: or'desaibed in the Comma Doctunenls,hy using the name of a proprietary item or the name of a ;par icular Supplier, the specification or description. is mtcndcd.to establish the ,type, function, and quality required.• Unless ilia' specification or description ETCDC GENEKAL CONDIMM 1910.8 (19%Mi Mimi 12 VCITYOFFORTNLL-TMMODIFICAT].OMOtEV412000) contains or is followed by words reading that no like, equivalent or 'or -equal' item or no',substitution is permitted, other items of material or equipment or material or equipment of other :Supplicrs.may be accepted by _ENGINEER under the following ciicumswrioti 6.7:1:1. Vr-Equal'. If in ENGINEER'S -sole .discretion an item of material on equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that rioctmige in related Wodc will be requucd," it may be, considered by. ENGINEER has an 'orcqquual" item. in which case review and approval of'Ihe proposed item may,. N, ENGINEER's -sole discretion, beaccomplished without compliance With sonic err all of the requirements for acceptance of proposed substitute items. '6.7.1.2: Substitute hems: If in ENGINEER'S sole discretion an item of material or equipment proposed by. CONTRACTOR does not qualify0 -an "arcqual" item under subparagraph 6.7AA. it will be cOlrsidered a proposed subsbtiife item: CONTRACTOR shall iulimit 'sufficient information as provided below to allow ENGINEER to"determine that the'itam of material :or equipment proposed is essentially aquivalentto than named and an acceptable substitute therefor. The procedure for review by Uk ENGINEER will .include thefollowing as supplemented in the Gcmtind Requirements and as ENGINEER may decide is appropriate under life ciinimstances._ ,Requests for review of proposed substitute items of material or equipment will riot be accepted by ENGINEER from anyone other than CONTRACTOR.. If CONTRACTOR wishes to famish or :use a .substituW item of material or equipment, ;CONTRACTOR shall •first make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the funetiors and achieve the results called for by the gereral design, be sanilai in'substanee to thitt spaded and be suited to the same use as the[ specified The application will .state the extent, if any. to which the evaluation and acceptance of the proposed -substitute will prejudice 'CONTRACTOR's' -achievement of Substmitial Completion onetime: whetheror not acceptance of the substitute for:usc in the Work will require a cha a in any of the Contract Docurrents,for in the: provisions of arty other subject to payment of any license fee or. royalty. All variations of the proposed substitute from that specife3 kill be identified in the application and evadable maimenance; repair grid replacement seivice will be'indictited The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such suh'stitum including costs of iedesigl acid claims of other contractors affected E 0 SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 1 • 0 ,L'h'-rbh�ihiglamrill of which vviU be dw evqlttfth n'g' the, pr*sed,substitute. ENGINEER Ma CONTRACTOR to furnish additional Miarlm"t the proposed substitute: , 6.7.13: COMRACTOMr Expense: All date to be' piovided by, CONTRACTOR id si�pport,cir:i6y, proposed "or -equal' a Substitute item will -be at CONTRACTORS expense, 0 6.9 6& Concerning' Subcontmotors, Suppliers and. 'ahers.- CONTRACTOR ihall oaform not less thim 20 percent of the".Workwith its oivn thrm (that is, without Th e 211 pglc� — Shall be d," to vc the: g Work the yghte of which towls not:less than 20 PffcM of the Contract price, 6.9.1. CONTRACTOR shall befully-rcton:fible OWNERand ENGINEER f6r'ell`kts acid 6wiisi4 of the sulnootraot6il%, Stippliess and othar pcm— and orgartimtions; perfionving or,fitrii,�' any of I Work under a divedor iridired , contract w CONTRACTOR just as CONTRACTOR P"Ponsibli fcir CONTRACTOlUs 6wfit acts a mwons. Nothing in the Contract Documents ih create f6ir the benefit of any m6h'Subcontiact Supplicr off. other rxrson or organization a contractual relationship between OWNER ENGINEER and:any; such Suboormactor; Supplier 6dw person or &Raniintion. rior 'shall it aeate 6 1. CONTRACTOR "I not cinploy any oblijadon on c9niractor. Supplier or other, person or,organization. pay. or to whether NER or to EMCGENOMCOMITIOM 1910.8 (Imfidtion) .v aTy or Fon 66WM MODIFICATIONS (tEV 4120M) 0 13 6.9.2. CONTRACTOR shall be solely responsible I - set 6lirg :and coordinating the Work of Subcodra tos, Suppliers _arid other persons .and organizations performing or furnishing any of the :Work- under a ducct or indirect contract with. .CONTRACTOR CONTRACTOR shall; requve all. S1166miactars. Suppliers and such other, persons. and .cfgantiatnoris Performing_ or fdrnishing .any of the Work to communicate with the ENGINEER through CONTRACTOR. 6.10. The divisions and sectionsof the Specifications and the' identifications: of an Drawings. shall not , can trbl CONTRACTOR in dividing 'the Work among' Subcontractors or Suppliers or delineating the W&i: to be. performed by any specific trade. .6.11. All Wait: Subcontractor or Patent Fees and Royuhier 6.12: CONTRACTOR shall royalties'end;assume all bests is the Ira p by a n an d the s the and ti Product or device which copyrights held by others. process, product, or device ocuments for use in the a the"actual kngwledge of is subject to pataitrights ment orarty license fee or :,of such rights_ shall be. agent: and ore use in the perfmmartce.of the Work or resulting incorporation -in the Work of any itwentior process, .product or. device not,specified in the Documents` costs. R any to the'. nit lhe' EICDCGENERAL CONDITION: 191a30990 El tins) 14 wtaTY OF FORT ODLUM MODIFICATIOM9tEV4aMm Pe niw 6.13. Un Conditions, rovidcd in the''Supplemcntsry nR shill obtain and pay for all icetlscs. OWNER shall assist necessary. in obtarurl; such ONTRACTOR shall, pay, all inspection fees iccr wy'for k,which are applicable at the n, if there are no Bids,. on the emem. CONTRACTOR shah] owms far coitections 6thi pay all charge.: of such utility, related thereto such as' plant investment leii 6.14. /nwsarrdRegufatans: 6.14.1. CONTRACTOR shall give; all notices and complyy with all lawsand Regulations applicable to furmslung and performance of the Work. Except where otherwise' evpres:ly ,required by eppliesble Laws end Regulations, net ther OWNER nor ENGINEER shall be, responsible- for monitoring CONTRACTOWs cpmpiiance with any Laws or Regulations. -6.14.2. If CONTRACTOR performs my Work knowing or having reason -to know that it is oormary to Laws or Regulations, CONTRACTOR'S shallbear all claims, costs, losses .and damages caused by, arisug out of or resulting therefran; however. it shall not it CONTRACTOWs. primary responsibility to Taxes 6.15. CONTRACTOR shall payall sales, cmwmer, use and other smnlar :axes required to be paid by CONTRACTOR in accordance with the Laws and Regulations,of the place of the Project which are applicable during the performance of the Work. .6.15.1. OWNER is exempt from Colorado Slate and .local sales and use taxes.on materials to be -penman ritlyincorpomtcd into the pro act. Said nixes shall net hernchuded in the Contract Price. dA dream: 'Colorado L)Mrtmmtof Revenue Sate Capital Annex 10 11 0 1375 "S6eumn Street Deriver_ Colorado, 80261 Sales and We Taxes for .the -.State. of Colorado Regional Trarts dwion DisUict. (RTD)''and. certain: Colorado 'counties are collected by 'the lc of Colomdo •and areincluded in the Cera6callon of Exemption. All awliwble Sales and Use Taxes inc{ lWhg State collected taxes), on'any 'items other lhan:"com1ruction ,and building materials physically incorporated into the - 'at'arc"t0,be id ER CONTRACTOR and are to included in appropriate bid items Use of Premises.• 417. Eiaing the,progress oftheWork, CONTRACTOR• tshall keep':the premises free from accumulations_ of waste materials,• rubbish and other debris resWung from the. Wak At the cdmpletion`of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premisesas wall -as all tools, appliances, cortswciipn equipment and machimry and mrplus materials CONTRACTOR`sballkave the site'cle:ui'und ready for occupancy by .OWNER 'at Substantial' .Completion of the Work. CONTRACTOR shall restore to .original condition all proyerty-not designated for aheration 6.l g. CONTRACTOR shall not Ioad nor.permit any part of 'any strm=e to be landed in nnyy manner that will endanger the stuctrrre, = shWOUNTRACTOR. subject .any part of the Work or adjacem property to,svesses or fressum that will endanger rL ReeordDocuments: EKDC:gRtO AL'CONDIT70M 1910-8 (IM M.) IWCITY OF FORT COLUNS MODIRCAT10N5 (REV 412000) scfdy and Pn9rec8pn: 6.20.. CONTRACTOR shall be responsible .for mftiatmig, maintaining and ,supervising: all - safety prcwuuons;om. programs in connection with the Work; CONTRACTOR shall take all necessary preciumorn•for the safety, of;_ and shall limide the. necessary .protxttonto prevebt damage, mlury or loss to, 6.20. t:.-all persons on the Work site or who airy be .affected by.the Work; 6.20.2...all the Work and materials''and equipmem to be incorporated thcrcin,•whcthcr in storage'on or off the site; and 6.203. other property.at. the site or adjaoerd thereto, including trees, •shrubs• lawns,, walks, pavements; roadways,;. structures• utilities .and Underground Facilities'not designated for removal, relocation or rep]acemeN in Ihe,course of canstnictiav 15 notice to OWNER and CONTRACTOR in accordance -with paragraph: 14.13 that the Work is acneptsble (ex, pias :otherwise expressly provided in connection with Substantial Camplcuon). 6,21.. Safety Repr&en uive: CONTRACTOR shall designate a qualified and experienced safety represemaiive at the site whose duties and responstbilities shall be the prevention of accidents and 'the rriamairung and supervising of safetyprecautions and .programs. Haiard Commirnicatinn Prugmma: 422. CONTRACTOR shall be responsible for coordinatungany Exchange of material safety data sheets m :other haiard eommuntcabon informatroni required to be made available, to or axcicrnged between or among employers at the site in accordance with laws or 'Regulations. Fmergencies- 6.23. Inreinergencies atfeWng the mf4etyer protection of oetsars or,the :Work or morkrtv.at the site or adiaccnt Documents have been caused thereby. If ENGINEER detemtines'that a c att e_ in the Conuact.Documents is required "use of the action taken by CONTRACTOR in response to such an emergernry, a Work Charge Directive a Change 'order will be -issued :to document the' 6.24. Shop DrawingsandSamples: 6.24.2. CONTRACTOR shall also submit Samples to TNGINEEM for review and approval`,in accordance with said escaped sch&lule of Shop Drewires'and Sample subinaaa: Each Sample will be identified .clearly is to material; Supplies; penineig data such as ooalog,numbers and the use for .which intended and otherwise as ENGINEER may roquire. to treble ENGINEER to, review the subminalfor the .limited EXDCOE 14ERN. COEDETIOT619108 (IME&tkn) 16 vd(7TY OF FORT COLUM MODIFICA71IONs(REV412000) purposes required by paragraph'6.26. The numbers of each Sample to be'submitted will be m specified in the Specifications. 6.25. Submirlal Procedures: 6.25.1. Before submitting each Shop Drawing or Sariiple; CONTRACTORshill have dctermmed and verified: 6.25.1.1. all Geld .measurements, quantifies, dimensions, spFlied performeia:e criteria, itistallattoo reyuvancny matcials, cdtalog numbers end sm:u information wnh respect thereto, 6.251.2., all materials with respect to intended use, fatiricatiop.tg, hendlmg, stornige: asand Lion pertaining to the performance of the Wort:, and 6.25A.3. .all information relative to CONTRACTOR's sale icipansbifitias N respect of -means, methods, techniques, _sequences end prof res'ofconstruction and safety,precautions and programs incident thereto. 'CONTRACTOR shall also have reviewed and coordinated each Shop Dmwirg orSample.tvah other Shop ,Diswigs and Samples and '.with the requirements of the Work and the .Contract Documents. 6.25.2..Each ,submittal will bear a stamp,or specific written,indicaliori that'CONTRACTOR has satisfied CONTRACTOR's obligmimis under:die ;Cominct Documents with respect to CONTRACTOR'sreview and approval of that itbmittsl. 6,25.3.. At the time of each submission, to he inawritten submittsk and, in 6.26. requiredby.pamgmph2.9; ENGINEERs oval will be only,to determi a if the items suhmitals will, after installation or i the Work, conform to the information T s. ENGINEER's review and approval will not to moons, methods, techniques, sequences or res of construction' (except where. a particular m diod,`iecl Tie, sequeree or procedure of 0 0 11 a revisions other than they corrections called for. ENGINEER bnprcvicuisir:mu!0s '6.28, When a'ShDP Drawing or Samplc'is rawired,by the Contact Documents or the schedule of Shop Drawing and Sample submissions accepted by ENGINEER.as, requited lby,pmngmph2.9, arty related WorL peiformed o r to ENGINEER'S reviewandapproval of the Peirtinerif nittal will tcatithesole mipci= and responsi . bilify,of CONTRACTOR, Poftfilnui-Oe wo,k- - accordance with the Contract Documents or a release of CONTRACTOR's obltzitirin-6 perfnia t& Work in accadanec with the Contract Documents: ob-yationsbyENGNEER. 6.30.2.2. recommendation of 'any progress or 'firial piyrricht W ENGINEER; 60.2S. the issuance of a certificate of S6bairitial'Compledon of any'payanent 'by OWNER to CONTRACTOR imclor the Contract 6,30.2.4. use or,cocupincy of the Work or any part thereof byOWNERI 6.30.15; any acceptance by OWNER or any failure to &s3. 630.2.6 any review and approval'of a Shop Drawm' or Sample siubmittal a the issuance of a :nuti8i of acceptability by ENGDMERpursuint to paragrap 1; 14.1 3; .6.30.2.7: any inspection, led &-approval by others; or 6.30.2.8. any correctionclOWNER' of defective Work by OWN and hold CONTRACOWNE TOR shall cainanon the Woric and Km�mless OWNM. �ENGTNEFP, EN'GINEWs adhere to ,the 'progress schalde ell d' ales or Consollants and the officcrs, &I and other consultants of each and any of.thcmfiona and OF Einat all clmms,,costs IDSks-and'damages (including, is not limited -to; all :fees and charges of eiVinmrs; OWNER- and CONTRACTOR may otherwise agree in architects. attorneys mid other professionals and all caul writing. or arbitnitimi or othei dispute resolution costs) caused by, ans . w I go . u t - of or .. r I e I sulting I from,th6'perlbimance"of the 630. CONMICTORli Ginezal Warranry and Work, provided that any such 61mm, cost, 16si cr damage: (,'ua-=tee: (i) is attributable to'bodily injury,. sickners, disease or death, or to iniury to or'deamiction of tanizible vrooertv 630.1. CONTRACTOR warrunts'and.guararaces to OWNER, ENGINEER'arid ENGMERs Consultants that all Work, will be in accordance ivithih� Contract Documents and will not be.defective. CONTRACrOR's warranty and guarantee hereunder excludes defecti'm damage caused by:� 630.1.1. abate„� modification or u-np'ro'per 'maintifiance or operatior.by, persons Other than CONTRACTOR, Subetmtractors or Suppliers; or 630.1.2. normal wear and tear -under normal Usage. 6.30.2.CONTRAC T . OR!s obligation to,.perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following willc66i� an icceptiiice,of Work "It ii.'not'in DUM UpaiM CONDITIONS 191" (1990 Edfim) .1 CITY OF FORT OOLLIM MODMCAITONS (RIV 4/2000) 0 W upon such indemnified party by regardless of the negligence of ap3 6.32. In :any and all claims against OWNER or ENGINEER or any of thew "respective consultants, agents, officers, direct= or employees by.ary.ernployee (or the survivor or personal representative of such mployce) of OON7;RACTOR,"my Sub=tract&. my Supplier, any person�or orgaruzati " on dioctly'or indirectly employedby 17 any:of them to perform or furnish any of the Work of anyoncJci whew acts any, of .them ma`y he. liable; the indemnification obligation under pamgmph 6.31 shall..00t be .limited in any way by any limttavonon the mount or type of damages, compensation' or brnefits payabic by or for CONTRACTOR m soy such Subcontindor.Supplier. or othir person or: orp= niration under workers compensation ucts, disability beriefit acts or othercmployce benefit acts. 633. The indemnification obligations of CONTRACTOR under parapaph631. shall not extend to the liability of ENGINEER and ENGINEER'sConsultants, oQiocrs, directors, employees or, agents caused :by the professional ncgligence,'ernvs or cmii66ni of any of them.. Survival;ef obligations: .6.34. All representations.. indemnifications, 'warranties and guarantees made, in, required by,or given in accordance: with the Comma Documents, as well as all continuing obligations indicated in the Contract Documents will survive final paymient. completion and acceptance of the Work and tcrmirmtion or completionof the Ageeraert.. ARTICLE T-OTHER WORK Related Roth at Sue: iy perform other work related to the y OWNE-R's own forces,",or lei other Tefor which shall contain General i these, or have other work perf iniwil 'the fact that such otherwork is to be. fried in the Contract Documents, then:. roof will be given to CONTRACTOR arty such' other work and may make, a claim therefor is I 1 and 12 if CONTRACTOR believes other contractor and each utility perfo ifig _ the :es) prop- and roromity for the may be required to make its severe( pans crime together properly and inn to with such other work. CONTRACTOR shall note,big, any woik of others by wdma, wcaivatirt¢'or otherwise alteiing their wark'and The are ETUX GENERAL. CONDITiOM 191"(199a Ednim) t8 a/aTY OF FORT OOLUMMOMMATiON8(REV4R000) provisions; for :the benefit of CONTRACTOR in said direct contracts between OWNER eiid such utility'owners and other contractors. 7.3. Ifthe to ENGINEER in writing any delays. defects,a deficier in such other work that render it unavailable or unssuil for the, exeatim "and results of CONTRACT, Work. CONTRACTOR's failiac 'so to report corsstitmc an acceptance of such other work as fit proper. Cor mtigretron With CONTRACTOR'S V cxecpt for latmbonnenapparenl defects: and deficici in such.othcr work. Ceorrgnnrion: 7.4. If OWNER contracts with others for the performance of other work on the Prgect_at the site, the follmving ivill be set forth in Supplementary Conditioiis: 7.4:1. the'person, firm. or corpomton who will have autharry+and .responsibility for coordination of the activities among the various pnme'contractors"will be idcntifiuk 7.4.2., the specific matters to be.covered by.such outhority.and responsibility will beitemiic and 7.4.3. the extent of such authority and responuNfities will be provided. Unless otherwise provided in the Supplementary Cohclitiore;. OWNER shall have .sole authority and responsibility 'n respect of such coordination ARTICLE 8—OWNERS RESPONSIBILUEES 8.1. Exceppt as otherwise provided in these General Conditiais,.OWNER'shall issue alpcommurucetiriss to CONTRACTOR through ENG INEEt 8.2. In case of termination of the .employment of ENGINEER, OWNER shall appoint an =er against whose status miler the Contract IJoernmeits.shall lie that of the fornerENGINEER. 8.3. OWNER :shall furnish the .data required of OWNER under the Contract Documents promptly and 'shall 'make paymenitsto CONPRACTOR.promptly when in we due as provided paragraphs 14.4 and 14,13. 8.4. OWNLR's duties in respect of providing lands and casements and Providing crgaiaroig sury to establish reference posits are set forth m pamgia u`4.1 and 4.4. Pamgraph4.2 refers to OWNER' ideriti5mg and making'available to CONTRACTOR 'copies of reports of cxplomtions and tests of subsurfaceconditions tti the site "end drawings of physical ooi duions in ciii.sting r� u C J 0 -.J LJ F- IL structures at or Mmiguous to the site that have been utilized by ENGlNEER`in&clpirinjiScC6ntmct Dbc'uments, wid-maiMeiaWt Wh pg,.WA =94 S ,8.0: OWNER is obliptcd to cxtic6fc Cha4e Orders as: indimtedipanagmph 10.4. OWNE-ks responsibility in respect , of. certain inspections, tisw and approvals ii act 'forth' in 1parag*h 13.4.- 8.8. in connection with OWNER's right to stop Work or •suspend Work, we paragraphs 13.10 and 15.1. Parawal,S 15.2 deals with OWNER's right 16*1enninatc- scruceslof CONTRACTOR uridirartain cinctimstaftecs.. Z' 'p ;rdo , Asb i ;;=7, ='I *1 0:ao r1lolu s54--Z tsm a— or' mish C:QNTR AGI P. wa�-6abla &idem, =-lm, =oial ments .-Ya -am Suppl"ta --omit, ARTICLE 9-ENGINEER'S STATUS DURING CONSTRUCTION 0WNFR'xRepMsV1=V� 9.1. ENGINEER will be OWNER's relvesentative during. the octistruction period. The duties, and 'responsibilities aid the ]ituums of. mithca-ity, of 'ENGINEER as 'OWNER's representative diiriri c6ro,tr6csion arejet fbith,in th6 Contract D&umefits'tind shall not be amended without written consent of OWNER and ENGINEER Hisits to Sire] .9-2. ENGINEER will make visits to the site at intervals Mplyopriste to the various stages Hof construction as' INEER dems necessary'in order to obwtv6;as an experienced sitcl qualified d6sigi pibfissi6nal lite kpgr6s EXI)CO04MAL CONDIMOM 1910-8 (IM Fdfiao Aq CITY OF, FORT 'C* 01XIMP49DIFICATIONS (REV 4/2000) ProjedRepresentadiv: Ra, in matters CONTRACTOR But. the limlillmii jy declines with SUg=.W5Th The y be Uttrugin snlh die -full knowledge and splroval of the CONTRACTOR 9.3 2, Dirties and Resroitsibilifics. Remewnta6v MIL 19 20 schedule.aiirl otherschedule orebared by the CONTRACTOR and oorisuh with the FNGMER concerning acceraability. 932.2. 'Confcrymes 'and 'Meeting - Anend mating With the CONTRACTOR such m pr_ ecanstru Lion conferenoes. pros meetings and other hob cinfemnccs •and Itreoam and circulate copies ofminutcs eei 9.3.2.3.Liaison 93.2.3.1. Serve as EhIGINEFR'S liaison with CONTRACTOR,, workirre- vrimivally through-CONTRACTOR'Ssupaimrndent to assist the CONTRACTOR ir undersmttdina theContract Documents. 93.2.3.2. Assist inobtlinina from OWNER additional details or infoernatiom when rewired for Proper cxwution of the Work. 93.2.3.3. Advise the ENGINEER and" CONTRACTOR of the commenomnart of am Work reauirine a Short Dmwina or srmpie submission if the submission has not barn aovovedbygil. G1NEER 9.3.2A.Review of WorF:. Re ection of Defective- Wak Inspections and Tests - 9 3.2.4.1. Coed on -site obwvatroyt;yf 'the Work in p_rogrem to assist the ENGINEER in'detennum that the Work is orooeedm%e in ebcordance with the Contract Documents.. 9.3.2.4.3, Accom n visiti atom renresentina oublic'or'aher'azencres - vme iurisdiction over the Pro jectrecord the results pC these it_sspeS,t-'tQt}s_-kp41 rsagg to Ihe. .ENGINEER. tai Documents. Report to ENGINEER when clar�cals catiand tors of the Contract Doe mews ere needed and tra it to CONTRACTOR clarification aid.-inteii retafi of the Corumct Documents,.m_ iswed .by the, FNG[NEER 9.3.2.6. Moch6mtiom. Comider .and evaluate -CONTRACTOR'S sumstiom for EJCDCGENERAI.CONDITIOM 1910-8(199PEdtim) w/ aty OF FORT COLLINS MODMCATIONB (REV 42 NO) inodilication in Drawings.or-Soecificatiom end report these recomrrteidatiors to. ENGINEER. Accumtc� transmit to - 'CONTRACTOR decisions issued by the ENGINEER 93.2 7. Records. '93.2.8. Reports. �93.2.8.1. Fumish ENGINFER periodic moorti as required. ofthe vioeress or the 'Wrxk and of the CONTRACTORS ccompliarice with the nroaress-schedule and 'schedule :of shop Dmwine- and sample fipmitmis '9.3.2.8.2. Conwlt- with ENGINEER in advance of scheduling maw test=% rasoecilom or start of naoorumt Phases or the M. :93.210 Dmfl.mm�osed Charge Orders 'and Wmk D'vectrve -Changes obtaining hN v_p_plptgjal from ft-MNTRACTOR rind recommend to ENGINEER ;Chance '.OrdeM Work Dvective :CMMM and field orders .9.32:8.4. Re immediate) to INCAIEER an OWNER the occurrence of any accident 9.3 2.9 Payment Rcqueim Revicw apPlimtiorm for ymrnl with CONTRACTOR for mmnlinnw with" the cstahirshed procedure for their 'submission and fotward with recommendationao 0 DIGINEEP, noting Particularly the relationship of 0 gritd w he of valum rl tfap—l—dg !�d matcrialr delivered at the site but not thc: WorL 9,3210, Completion,, Certificate of.Substantial Conn Ietiorisubmi to CONTRACTOR a list or observed items requirim correction or comyletion. 9.3.2.10.1 Coriduci final impecticii in the MUM OWNER and. Moscompletefiinl list of ct. 93.2.10.3. Observe that ill items on the final list have been corrected or completed an make, recommendations to 'ENGINEER concerning AccepLance, 9.3.3. Liniftition of Authority: The Representative shalt rice 9.33.1. Authorize apy deviatibns from the. Contract Documents or accept any substitute emiDMML unless authorized bv,the MINE authority as set forth in the Contract D6c=cnt.% 9.3.3.3. Undertake:anv of,ft respomabiliti of the CONTRACTOR, Subcontractors. or • CONTRACTOR'S superintendent. 933.4.. Advisc.omor'issuedirmtiohnsEdativc.' to, w�:issunie control over any 1 " or the, mcanck methods, techniques, sewcnceq o procedures' for construction unless, such Mifically called for in the Contract Documents, 9.3.3.5. Advise on or issue &ectiom repprdim or assume R;nt—rplmw safely precautions and prourams in connections with th 9316. clor -im�g submittals w •flm the CONTRACTOR 9.3,33, Authorim OWNER to occurw the 0 Alitharka va;ihdohs in WO& Rejeching Defective Work 9.6. ENGINEER will have authority to dis, reject.Work which ENGINEER believes to be or that ENGINEER believes vAll not ptoiloce a m Shop Dr"ihgs,,Change Orda and Payments: 9.7. In connection with ENGINEER's authority as to Shop Dru%iul;s'irid Samples, sic paire6dpli'624 thic4 6.28 inclusive. 9.8. In connection with'liNGWEEks authority.2s to Change Orders, = Articles 10, ll,aid 12. Work in whole a in cart. 9.9. hi connection with ENGINEER's aut1hority as to 4plicafichs for Paym catscc Article 14, sominlized field or- Ohl— Wpia11;1��citnions conchicted by others Detaminationsfor Unit Mices: except as specifically authorized bV. the ENGINEER. 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price WA performed by CONTRACTOR: ENGINEER will review with CONTRACTOR the ENGINEER'S preliminary 9.4. ENGINEER will issue %ith reasonable promptness deteminations on such matters before rendering a written such whiten cldr6aticrii or ifiterpretatiom.-"bf the. docisiontheiian * recbramendation.6f tin Application R;qPCGM4MALq0NDI70N; 1910.8(1990Edfi.) RICITY OF FORT ODUIM MODIFICATIONS (REV 4/2000) 21 or otherwise). be fmal an "OR, unless, cision either 0 Decisions on Disputes: 9.11. ENGINEERwill be the initial interpreter of the :attract D6aiments and judge of the fork theretuidir. Clihns, disputes and to the acceptability of the Work- or the requirements of the Contract to the performance and furishmg of under Articles I I and 12in respect of met Price or Contract Times will be NGINEER in writing with a request a in accordance with this paragraph. b such claim, dispute or outer matter the claimant to 04GMER.ard the agreement promptly (but in. no event r) after the start of the occurrence o reto, and written suppppMing dam will OINEER and the�oher pang within be u a time limits : sot forth in if written decision is delivered by UWNFK or 2ONTRACTOR to the other and to ENGINEER within flirty days after the 'date. of such decision and a formal Xocecdmg is instituted by the appealing party m a'fo im of bmpaem'jurisdiction to exacise such rights or remedies is the appealing party may have with respect to such claim, iisartc or other matter in accordance with applicable Laws and. Regulations within sixty days of the date of such .22 EXDCGENERAL CONDITIONS 191"0990EM-d .> wCITY OF FORT CDL IM5 MODIFICATIONS (REV 4rt000) ER's written decision decision, unless otherwise agreed in writing by OWNER upon 'OWNER and and CONTRACTOR. Pays after the date of or CONTRACrOR 9.12. When functioning as interpreter and judge under ER written written notice of pamgmphs9.10 and 9.11, ENGINEER -willnot show decision and: (i) an partiality to OWNER or CONTRACTOR and will not be taF.ensyithin the time Gable in correction with any interpraiti6n or decision oceduf& set forth in rendered in good faith in inch wpacnty. The rendering of Arteemerit"" entered a decision by E'NG INGER pursuant to pamgmphs 9.10 or ; appealing party may exercise by OWNER or CON 1 KA(G I UK of such rights or R's decisioti, unless remedies as either may, otherwise have under the Contract by OWNER and Documents or by Laws or Regulations in respect of any not he subject to the. such claim, dispute or other matter ele-16: 9.13, Limitations on ENGINEER'S Authority and Regnoasibilities: control or have authority oven or,be responsible. fa CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or thesafety precautions and programs incident thereto, or fun any failure of CONTRACTOR to comply with Laws and Regulations applicable to the fumishirig or performance of the Worlt. ENGINEER will not be responsible for.CON'TRACTOR's failure to ptrform or furlsh'the Work in accordance :with. the Comma Documents. 9.13.3. ENGINEER will not be responsible fo.the eels .o"omissions Iof CONTRACTOR or of airy Suboontraclor, any Supplier, u of any other person or organization perforrnog or furnishing any of .the approvals and other doamemation required to be rered by aaramoh 14.12 will only be to certifiod indicate compliant with; the Contract Documents 9.13.5. The limitations upon authority and • SECTION 00510 NOTICE OF AWARD DATE: March 18, 2014 TO: Vogel Concrete Inc. PROJECT: 7361 Concrete Maintenance Project Phase I — 2014 Renewal OWNER: CITY OF FORT COLLINS (hereinafter referred to as 'the OWNER") You are hereby notified that your Bid for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7361 Concrete Maintenance Project Phase I — 2014 Renewal. The Price of your Agreement is One Million Five Hundred Seventy -Three Thousand Four Hundred Sixtv-One Dollars and Seventy -Eight Cents ($1,573.461.78). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by April 3, 2014. • 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. Citv of(F�rt C&Ns OWNE�R V � ) k By: Gerry S. Paul Director of Purchasing & Risk Management 0 0 rnsib,1 forth in 1Assr9!ZEh9l3 _pplytoHNG?ERsC._I. .sid!t Project: cP,mcd.tv,d.is,baL, : ARTICLE IQ—CIIANGES IN TIE WORK ment and without 'any time or'firinii' or r.evjsjors in th2 revistons will be. :badge OidEr.' :ipt of any .such 102 If OWNFk4and CONTRACTOR an unable to lag re s to the e)acnl if any, of an adjustment in the ,C, or t Prioq'or a-- Odi ... ent of tbi"Cohtrnci Tinier that 'should bei allowed'ae a resultof a Work Chi* Directive, a claim may be rn there "as provided in Article 11 or Article 12. 10.3. CONTRACTOR shall tot beentitled tomiwrow in the Coribract Priceoian extension of the Contract Timm with any Work pc that'is not required by the =rIllt6tocimments as amended, modifiedand supplemented as provided in paragrap� , s 3:5 and 3.6, Occeik, in the case .6fin em asprovide , d T, paragraph 6.23 a Iry the case of cring Work as provided 'in paragraph 13.9.. 10.4: OWNER,afidMNTRACrOR shall execute appropriate Change Orders TOMMIRCMICd by'ENGINEUR (or Wriitcn Amendmerri), evchng; 1 O.A. 1. changes in the Work which are (i) ordered by OWNER lan_iawl to 0*,&aEh l0--L,(iJ)rccjiiiicd because tise of ameptance of defecfiw Work under paragraph'13.13 or'correctiri defective Work imclar paragraph 13.14. or (ii) agreed to by the parties:. 10.4.2chanties in the.Cortmct Prim,q Contract Tiiam'which are nlrm—d to by the panics end 10.4.3. changes in the Contract Prim a Contract Timm which embody the substance of any written decision re ide'ed �r � by ENGINEER pursuant to pai4dph 9.11; Provided that, in lieu of execui4 ary such Change Order. - an appeal may be takeh from any such decision in a000rdanx with the provisions of the Contract Documents ;and applicable Laws and Regulations, btu durtng any such CONTRACTOR shall on the Work 'ard adhere to, the proigess schedule as provided' in h� pamgrap6.29- 10.5. if notim of any ehamge affecting the general scope :of die work brjbi provisions, of, the contract Documents. 'Y-?CG'NOM CONDITIONS M" (IM Edfi.) ,w/an OF FORT COLLINS M9DIFICATIONS (REV4(2000) bu 0' lin' Contract: Price or act Ime'ue"61 i a Time ) - L by limited j,�ovi= of any Bond bti given to a itwct�, the givin such be CONTRACTOR'S Tmp� .& of any , bility, and the amount of each applicable Bond - will be,adjustodacor1rdinl;ly. ARTICLE 11-CHANGE OF CONTRACT PRICE I M. The Cmtriact Prim constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for perfoftning the Work. Au -duties. responsibilities and obligations assigrid to'or uindertaken byM-ITRACT,OR sha lbc at CONTRACTdKs expense without Ichame m the Contract Price . Contract Prim may, only be charq r or by a Written Amendment. -A nent in the Contract Prim shall be delivered by the, party making the M mmm r event. .All claims for,adjustnimt in the x shall be determined by ENGINEER in with naraamnh9.11 if OWNER and With 11.3. The value of arty Work covered by."a Change Order or of my' claim ler�'an idjustment in le Contract Primlwill be ak"ined M lollaws:. 11-3.1. where the ' Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prigs to the cluamities of the n6ns, iniolved '(sitbjma' '10-­1&' ktwidbita of 1�b paragraphs 11.9.1 through' 11.9.3, inclusive); 11:3.2. where the Work involved is not oarvervid by unit prices contaahed in the Contract Documents, by a mutually agreedpayment basis, 'including lump sum (which may. include an allowatke for overhead 'and profit not - necessarily in accordance: - with pzrogmph,11.6.2); 11.3.3. where the Work involved is not covered by unit prices oomairiSd in the lCommot" Documents and agreement to -.a lump; sum ii� na rcachal under paragraph 113.2, on the basis of tire Cast of the Work (determined as provided in paragraphs 11.4 and 11.5) Plus a CONTRACIOR's feefor overhead and profit (dcterrrihed as provided in pamgmph'I 1.6); Cost of the Work: 11.4. The term Cost of the Work means the sum of all costs necessarily "tied and paid by CONTRACTOR in ,the proper perFeimiance of the Work Except as otherwise maybe agreed to ;in writing by :OWNER, such c6ks shall be m amounts no. }' 'r than those prevailing in the locality of the Project, shall include only the following items and shall not include aily!ofthe costs'itemiad in paragraph 113: 11A.I.Pa oll costs. for employees in the direct employ,ci CONTRACTOR in the performance ,of the Work antes schodulcs;oljob classifications agreed upon by OWNER and CONTRACTOR Such employees shall include without limitation superintendents:foremen and other persomiel .employed full-time at the site Payroll costs for employees riot employed full -tone on the Work shall be apponioaed on the basis of their time seem on the Work. Payroll cots shall melade,butae[ be limited to - salaries and wages plus the•east offringe benefits which' shall mcludc social security contributions, unemployment excise and' payroll taxes, workers' coinputmnal health IM&MEM1116M.bencfhts,-bonuses; opplicable thereto. The etpenscs of performing Work after regular working hours; on Saturday. Sunday or legal holidays, shall be included in the above°to the extent authorized by OWNER 11.4.2.:Cad of: all materials and equipmcm tarnished and incorporated in the Work, including costs of ;OWNER ,deposats funds. with CONTRACTOR with .which'. to make paymema, in which 'case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall eccnie to OWNER,. nrid CONTRACTOR shall make provisions: so that thev may be. obtained 11.4:3. Payments made by CONTRACTOR to the Subcontractors for Work perfotmod or "futnished by Subcoriuncias._ , IT rcslu', d by' OWNER, FJCDCOENERAL CONDITIONS 19IM (1990Edtim) 24 wIaTYOFFORTCOL11NShfODMCATIONS(RLN42000) CONTRACTOR shall obtam,00mpetitive'bids from So actors a6cepmble to OWNER aihd CONTRACTOR and shalldeliver such bids to OWNER who will then determine with the advice of ENGINEER which bids, if any, will be accepted. If any subcontract provides that the Subcontrnetoi is to be. paid on'the basis of Cost of the Wort:p tuna fee. the Subcontractors Cost of thc,Wmk end fee shall be determined in the same manner as CONTRACTOR's Cost of the . Work_ and fee as provided in pmagrephg:ll.4, 11.5, '11.6 and 117 All subcontracts shall be subject to the other proYisions of the ContraetDocuments insofar as applicable. 11.4.4. 'Costs of special consultants (including but not limited to engineers; architects, testing laboratories, surveyors, imoricys. and accountants) employed .for services specifically related to .the Work 11.4.5. Supplemental costs including the following: 1145,1. The proportion of necessary trims r1atiun,.tmvcl and subsistence cxpcnsseS' of OONTRACTOR's employees incurred in discharge of duties corinwted with the Work. 11.4.5:2. Cost, including transportation and maintenance, of an materiaL%, supplies, eq,tpmcm, machinery, applianock office and temporary' facilities at the site and hand tools not 'owned by the workers, which are eca mmed in the performance of the Work, and cost less market value of each items used bin hot consumed which remain the property of CONTRACTOR 114.53. Rentals -of agreements. 'l he rental many machinery, or parts all ceas thereof is no longer neuhcessary fm 11.4.5.4. Sales,_ eonsmncr; use or similar taxes Mated to the Work and for which CONTRACTOR is. liable, imposcdby Laws and Regulations. 11.4.5.5. . Deposits lost for causes other than negligence of ,CONTRACTOR, any Subcontractor or anyone directly or. indirectly employed by any of them a for whose sets any of them maybe liable, and royalty payments, and fees for permits and licensnz 11.4.5.6. Losses- and damages (and related expenses) caused by damage to the Work.. not compensated by insurance or otherwise, sustained bry -CONTRACTOR 'in Connection with the is 0 11.4:5.7 The cost of utilities, fuel and sanitary fkllhies at the iim 11.4!5.8. Minor * expenscs , such as telegiwns, long distanceltelclihone'calls, teleph - one, service et the sne,eWessage and similar patty cash items in corriecticinwith tkWdrk. 11.4.5.9. -Cost of premiums for additional Bonds aid LoSUrninoi required because of changes in the Work. 113. The term Cost of the,Work shall not include any of the following: • 11.5 1 &xpenset; of CONTRA CTOR's principal and, biramh offices other than CONTRACTOR's office at the site. 11.53. �Any pail of CONTRACTOR's capital wenses, including interest on CONTRACTORS. capital employed for the Work and charges against CONTRACTOR for delinquent payments. 113A. 'Cost of piremiurris for all Bonds and for all ihsamince'whether cr not CONTRACTOR is niquirid by the Contract Docimacras 6 purchase and: maintain the same (meld for the cost of premiums covered by, s4bparagraph abqy5). -PDqOPPMC9NDTIIOM 19110.8 (1990Mfilp) A't MY OF FORT OOLUM MODIFICATIONS QtEV 4n000) 0 11.5.5. Costs due to the negligence , Of CONTRACTOR, 'any Subcomnictar, or anyone directly or indirectly crn�loyid by.an of them or,far including but not limited to, the correction of *fective Work, of materials or,equipandu ,wrwigly supplied jj,;:& Other overhead or general expertise costs of any kind and the costs of any item not s;Iecificapy and 'expressly included in pmiiiaph 11:4. 11.6. The CONTRACTCR!s fact allowed to CONrRACTOR' fiIr overhead' and licifit shall be determined as follows: lL6.l.amutually acceptable fixed fee; or .11.6.2. if'a ffiEed.f6ii is not agreed upon, then's fca Rased ow the following rcemages,of the various pottions, of the Cost of V6tk:- - ' 11.6.2.1.r for 'costs incurred under piiiiimpla 11.4.1 aid , 11.4.2, the CONTRACTOR's fee sha 11 be fifteen *omr, 1142.2., for costs incurred under paragraph 11.413, the coiqTkAcrows fee shall be five Percent: 11.6.2.4. no fee shall be,payable on the basis of 'co I sts Ito _ mijed unde' r ­ Wag - raphs j 1.4-4. 11 A.5 and 11.5; 11.&2.5. the animms of credit to be allowed by CONTRACTOR to'OWNER for, any. change which results in's net decrease in cost will be the druicilrit -of the actual net.deeriase, in cost plus a deduction in CONTRACTOR's fee by jdarincium equal in five permni of such net decrease; and 11.6.2.6. -when both additions and credits we involved;m anone charge, the ritusam" in CONTRACTOR'' fee shell be oomputed ofithe basis, of the net change in accordance with paragraphs 11.6.2.1 through 11.62.5, inclusive. 11.7. Whenever the cost of any Work is to be .z3 ,;determined pursuant to pamgtaphs l i.4 and 11.5, CONTRACTOR will aaablish and maintain records thereof in accordance with generally acccpted.accauming- .lxactices and submit in form.. acceptable to ENGINEER an itemized cW breakdown togctlur with supporiing data. Cash Ailoaaaces: 11.8. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract'E1666ments and shall cause the' Work "so covered to be furnished and pciraimed for such "vas raay be acceptable to OWNER and ENGINEER. CONTRACTOR •agrees that: 11.81 the, allowances include the cat to CONTRACTOR (less any applicable trade &,"nts). of materials and equipment required by,the allowances' to,be deliveredat the site,•,and all applicable taxes; end 11.8.2.CONIRACTOR'a costs for unloading and handling oh the sitt, labor,installation costa, overhead, profit acid bher expenses oontemplmed for the, allowaces have been included in .the Contract Price and not in the -allowances and no demand for additional payment an account of any of -the Cotegding• .will be vabd. and 11.9.3.2 them is no corresponding adjustment with respect to any other item of Work; and 11-9.3.3. if CONTRACTOR believes 'that CONTRACTOR .is a mIad to an increase m Contract Prici as a result of Having incurred additional expense or OWNER 'believes that OWNER is entitled to a decrease in Contract Price and the ;parties are unable to agree �:as.to the amount oranysuch inmem'or daease:. 119.3.4. CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the Bid or chnttgc auantitcs at OWNER'S sole discretion without`anectmg the Contract PrIce of any remainingitem'so longue the deletim addition does not exceed twenty-five percentof .the original total Contract Arica. ARTICLE 12-CRANGE OF CONTRACT TIMES 12.1. :The Contract Times (or Milestones) may edybe dimiged by a Climate Order or.a Written Amendment. .Prior to final payment an appropriate.Charge Order will be Any claim f issued as iocommended by ENGINEER to reflect actual h ilestoi es) 'amounts due OONTRACTORon account of Work covered the party or callowances, and the 'Contact Price shall be ENGINEER :wrrespond'mpJy.adjusted. :hays) after!1 claim and su 119. Unit glee Work of the e.-dem delivered wii 11.9.1. Where the Cmnaact Doauncras provide that all ENGINEER or part ofthe Work is to'be Unit Price Waal:, initially include Ca: l accurme dal the Contract Price will be decreed to •Unit Price Work an amount ecqqual to the .sum of the accompanied adjustment c esmblished unit prices for each separately identified claimam has item of Unit Price Work limes the estimated quantity the oceurren, of each item as indicated..in the Agreement. The the Contract mti mted quantities of items of Unit Rice Work me ENGINEER not guaranteed, and are solely, fair the purpose of OWNER an accordance with pamgaph 9.10. 11 9.2: Each unit price will be deemed toincludean m anurit 6onsideir by CONTRACTOR to he adequate to eover.CONTRACTOR's overhead and profit for each separately identified item. 11.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract_ Price in accordance with Article 11. if: 11.93.1. the quantity of any item of Unit Price Work perfonmed by " CONTRACTOR differs inatarially and sig)ificantly from the estimated quantity of such item indicated in the Ag cmcia;. EICDC GENERAL CONDITIONS 1910a(1990F.,atim) 26 0 aTY OF FORT WLLINSMODDICAMONS(REV4r10a) te-Contract Time en notice delivered is other party and to event later than thirty vent giving rise to the e'of the "claim. Notice pporting data "I be rch occurre ice.(upkss me to ascertain more ,claim) and .shall be tten statement that the lusdnent to"which the entitled as a result of %ith'Ihe requirements of this paragraph 12.1 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 12.3. Whine CONTRACTOR is, prevented from completing any_.part of the Work within the Contract Times (or Milestones) dueto delay beyond the control of an amount equal to time lost due to such lain 'a made therefor as provided in . 'Delays beyond , the control 'of )R shall include, but not be limited to; acts )WNER: acts or neglect of utility owners or n performing other work as contemplated arcs, floods, .epidemics, abnormal weather acts. of,God. Delays attributable to and L 0 within the control of a Sub=tr!ctw or Supplier shall 'be deented tobedelays Within thecontr6lof CONTRACTOR. ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF .DEFECTIVE WORK 13.1. NvficeqfDqfed& 'prompt notice of all &fective Work of which OWNER'or M40DMER have actual kitowledge'will be. given to CONTRACTORR. AU defective Work may, be rejected corr&ted or. accepted as p6ovided in this Article 13. Access to Work., 13.1 OWNHF? ENGINEER ENGINEERS ConsithaM CONTRACTOR!s site safety procedwes and programs so that dity.may comply thercivith M.a.pplicable. TeilsandliWedians. 113, CONTRACTOR sholl give ENGINEER timely ely, notice of readiness of the Work for all required inspoctioris, tests or and'shall cooperate with,' nspection and personnel to racilitmoTaquircd ins*tioaui or t6ts._ 13.4. OWNER shall employ and pay for the services: of an indeperidem. testing , laboratory to perform all kVccti= tests, or approvals mq*cd by -the Contract Doctiaieasexocpt' 13.4.1. for ins tions, tests or approvals covered by paragraph 1315 w, 13.4.2. that costs inctured in connection with tests of inspections cond6nd pumiant to paragraph 13.9 -EJqDqqq4U*9NDJT10M 19103(MDEfitim) .7t aTy OF FORT botimm.oDiriCATION s (Rv 4n000) 0 below shall be paid as provided in said pimgraph" 13.9; and 13.4.3. as othcrwisc. spccifically providrcd in the Contract Do mcrit& 13.6. If any Work (or the Work of others) that is to be inspected;- tested or approved pis covered by CONTRACTOR without "written mricurreiice, of ENGINEER; if must; if recIfics.ited by ENGINEER, be uncovered for observtition. 13.7. Uncoveri% Work as provided in paragra _ph 13.6 shall be 'at CONTRACTORS C. Kpcm "'Mess CONTRACTOR has given ENGINEER timely notimof CONTkACTOR!s intemion to cover the same and ENGINEER has not acted with reasonable prorripthess in reip�uise to such notice. unc"crins W04. 13.8. If any Work is covered contrary to the written request of ENGINEER. I it niu I st� if, requested -`by LNGINEER, be uncovered for ENGINEMIUs observation acid replaced etCONTRACI'OWso*ise. ' - 13.9. IfENGINEER echsidci3itn=ssaryoiudv'imble that covered Work be observed by ENGINEER or :quest, shall imccver, expose or otherwise for 6b6cittior'pectionCuis' d( tcitingavi ay requ'vc, that portion of tlnn Wotk in ping all lahDr; material and t is'found that such Work is defective; Z'shal] pay all claims, costs, losses and by,'airi:iing out of or're�Wting fromauch osure, inspection and testing ictory replacement or rioonsartwtiorL not limited to all costs of, repair or work of others); and OWNER shall be 5propriate decrease in the Contract Price; tevlcre' '�­'bleto­a ' - ' th ' grceasW e4mictint nake a claim thirefbir 0 to, in however, such Work is act found to be TRACTOR shall be allowed an increase in ce or an ciacrision of the Contract Timm or botk directly iettainable 'to such 27 uncovering, evoist re observatiwt, inspection, testing, replacement and rommaruction; and, if the parties are urablc. to agrec.:as to the amoum or extent thereof,. ,CONTRA(:T OR may make a claim therefor as provided in Articles`l land 12. 01VA'ER hfayStop the Work: 13.10. If the Work is defective, or CONTRACTOR Fails to supply sufficient skilled: workers or suitable materials or Work. resulting therefrom) hasbeen corrected, removed or replaced under this paragraph 13.12;-the correction period hereunder with respect to such Work will be extended for an additional period of one -veer two YCB(9 after such correction or removnl `oad replacement has been satisfactorily eampleled, Accepian'ce of Defwfire Work. 13.13. If, instead of requirmk correction or removal and final payment,, )WNER may; d< 1% msts; lasses waluaticr of -to stop the Work shall not give me to any duty on the part determination to accept such wjecaye we of'OWNER to exercise this right. for the benefit of he approved byENG[NEER as to reason: CONTRACTOR or any surety or other party... such acceptance occurs prior to recommendation of final paymem, a Char Correction or Removal ofDefeefire Workissued incorporating the necessary a Comm Documents with .respect, to .13:11 If required by I.NGINEE R, CONTRACTOR shall OWNER'shall be entitled to an approppial ,promptly, as'diected, eitherome oct'all:defeckve' Work;, Contract price, imil, if the parties, are imal whether or pot fabricated, installed or completed. or, if the the re amount theof'OWNER may make Work has Been rejected by ENGINEER, remove it from the m provided in Article I L If.the _accepts 'site and rrcepplace' it with Work that is not .defective. C,ONTRACI'OR shall pay all claims, coils,losses: sod damages caused by or resultirg.from:such correction or removal (utehiditg but not limited to, all costs of repa'u or 13.11 Cowedfon Period 13.12.1. If within one-year two years after the'date of :Substantial Completion or such longer period of time as may be prescribed by Laws.or Regulations :or by the terms of any applicable special guarantee required by the Contract Docmnenla a by anyspecific provision of the Contract Docuitimias,'any Wok is found, to be- &fecfJe, CONTRACTOR shall promptly, withcut cod, to OWNER'and in aaordmoe,with OWNER's written. uatrtrdrons: (i)corecl suchd'efecN0e Work, or, nfrt has been rejected by OWNER remove it from the site -and. replace it with Work that is not defective, and (ii) satistadaty correct or remove and rmlace any damage such removal and replacement (includi% bra not limited to all costs of repair or replacementof work of others) will be paid by CONTRACTOR 13.12.2. In special circumstances where a particular item of 'equipment is placed in continuous service lief Substantial Completion of ell the -Worrk, the correction period for that item 'may start to'run from an cattier date if so providcl.in the. Specifications or by Written Amendment 13.123. Where defective Work (and damage to other 'fig MD42 GENERAL CONDIT10P619108(1990 E5rim) w( C1 TY OF FORT COLUM MODIFICATIONS (REV 4n000) OftNERdfay Corred Defective Work 13.14, If CONTRACTOR fails within a after written notice from ENGINEER to 4 Wo&cr to remove and replace rejected V by ENGINEER in accordance with parag CONTRACTOR faUs to perform the Wa with the Contract Documents, or -if CAN site or, R but. R shall seven 'the Work, and ed.therdo, lake Is. appliances: at the site and by be Contract Price, and. if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. Suct claim's, costs, losses and n u • CA ,damages will, include but not be limited to all costs of repair amreplacemera 'of wdrk' of others destroyed or. damagcd ,by ". correction ,removal or replacement of CONTRACTOR's defective Work; 'CONTRACTOR -shall not be allowed an extension of the Contract Times (or Milestones) because of any`dehy in perforinarice- of the Work attnbttable to the exemiso by OWNER of O WNER's rights and remedies hereunder: ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION ...... .. Schedaie of M41110r.- 14.1. The schedule of values.establlshed as provided in paragraph 2.9,will servo as,the basis for progress puymrnls and will be irxoipomted into:a.form of'Applirrtion for Parent acceptable to ENGINEER Progress payments on account oC.IJnit Price Work will 6e base"d on the numberof ur'lits completed.- Applirndort for. Progress Payment K2. Aticast twcnty,,days;befac the date established fdr each progress payment (but not more often than once.a momhk CONTRACTOR shall subinii to.ENGfNM for the 11 orpormtal in the Work at the site or at am d by Is to 1 be with n the CONTRACTOR''s Warrrraty,ofTide: 14.3. CONTRACTOR warrants and guarantees that title, to all "Work, .materials and .equipment covered by any Application'for Payment whether incorporated in the Project a not,will pass to OWNER no later. than the'time 'of pigment Tree and clear of cal Liens RMew of Amlicndons far Progria Pay menF 14.4. ENGINEER will, within ten days after receipt of each Application for Paymet4 either indicate in writing "a EIC)CGEWALCONMTIONS 1910.5(199()Edtim) w1 arY OF FORT OOW NS MODIRCATIONS (REV 417000) 0 In the latter case,:CONTRACTOR ;any corrections -and resubmit the days after presentation of the to the provisionsof the last sentence of become due and when due will.be paid CONTRACTOR, 143: hNGINEER's mcammendation of any payment iequestal in an Application for Payment will constitute e representation by ENGINEER to OWNER; based on ENGINEER's on site observations of the executed Work as an expeiicriwd and qualified design professional and on ENGINEER's review of the pppppplicatiotn for Paymem;and the accompanying data and schedules, -that 0.0i best of ENGINEER's knowledge; information and Belief 14.5.1., the Work has, progressed to the .point 'vidicstcd, 14.53., the conditions .precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as .t is ENGINEER's respoinsibility to observe tnc:Work. venues a oaduresof construdion or whons end programs- incWnt'thereto. or of CONTRACTOR to comply with Lem m applicable to the famishing or A Work; or for :any failure of R to `perform or furnish 'Work in t the Contract Documents. 14.T. ENGINEER may refuse to recommend the whole or any pan of any payment if, in.ENGINEER's opinion, it w,oidd be incorrect to 'make '-the representations. to 29 OWNER referred to in paragraph 14.5. ENGINM. may • also refine to recommend any such payment, 4, bemuse of ,subsequently discovered evidence or the results of subsequent inspeetions,or tests, nullify -airy• such payment previously recommended to such extent as may be necessaryin,ENO[NEERs%ipiiniorn to prouict "OWNER, 'froiri loss because: 14.7.1. the Work is defective,-or.completed.Work has been damaged requiring correction or replacement, 14.7.2. the ,Contract Price. has been reduced by Written Araen&rnem or Charge Order; 14.73. OWNER has ban required to correct defective Work or complete Work m accordance with Iaiagtaph 13.14,.or 14.7A. ENGINEER has., actual knowledge, of the: .occurrence .of' any of, the events enumerated in. pamgmphs15.2.) thtough'15.2.4 inclusive.. OWNER may refuse to make. payment of the'full amount .recommended by ENGINEER because; 14,7.5. -claims have been made -against OWNER on account of CONTRAMOR's performance or furnishing ,of the Work, 14.7.6. Liens have been filed in connection with the .Work; except wh&re COITMACTOR.has delivered.a ,Specific- Bond satisfactory to OWNER to,secune the Satisfaction and discharge of such Liens, 14.7.1. - there are other items entitling OWNER to a ad off against the amount recommended, or 14.7:B. :OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 inclusive: but OWNER must give :CONTRACTOR immediate written notice (with a copy to ENGINEER) statirig _ the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER �andCONTRACTOR. whc i ..CONTRACTOR corrects to OWNER's satisfaction the. reasons for such action. Substanad Completion: 14,8. When CONTRACTOR considers the entire Work ready for is intended use CONTRACTOR shall.notify OWNER and ENGINEER in writing that the:entnc Wok is substanuallv complete (extent for items specifically of the Work to the EXDCGENERA.CONDITIOM 19145O99a EStim) 30 VaTYOFFORT WLUNSMODMCATIONS(REV4/1000) considers the Wok substantially complete,. ING24M will prepare and deliver to OWNER a tentative certifi6ki of Substantial Completion which shall'fx the date of Substantial Completion.. There.shall be attached to the certifiwic a tentative list of items to''be'comileted or to make written objection to ENGINEERas to any provisions of the certificate or attached list. If; after considerine-such obiections ENGINEER concludes that objections, ENGINEER considers the r comolete.'ENGEMR will :within of of respoi OWNER operation, and wam as I the after on O WNER and C:UN1'RACfUR untd tmat payment 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work :after the date of Substantial Complction,, but OWNER shall allow CONTRACTOR rensonable access to oomplde or correct items on the tentative list Pardal_Ufftizado& 14.10. Use. by OWNER at OWNER'S option of, any substantiallycotnpleted part of the Work,which: ,(i) has spccifically been identified in the Contract Documents,. a (ii) OWNER, ENGINEER and CONTRACTOR agree constdutas "a. separately f maioning and usable pail of the Work that can be used by OWNER for in intended Purpose.. without significant .interference with CONTRACTOR'S performance of the -remainder of the ER at any time. may, request )R in writing to permit OWNER to use of the Work which OWNER believes to its intended' use and .substantially '.ONTRACTOR agreesthat such-part'of ibsiamially Complete,.CONTRACTOR OWNEWand ENGINEER thai such rk-is substantially complete and request to 'issue -.'a ccrbficate of Substantial for 'that _Mt :of the - Work, 7 A Is 0 11 14.101 No occuponcy or separate operation of part ' of the Work will be accomplished prior to compliance. with the requirm,mts of pqagriph 5.15 inrespect of P-Periyince. nnalinspeefiox, 14.11. Upon written notice, from CONTRACTOR that the ere -Work or,an agrecd portion themof.is complete, ENG][NEER Will make. a fmaf inspection withQWNERz +*WCONTRACTM and will wtilyMNTRACTOR in writing of all pirtimlars- in:which this inspection reveals, 'that the Work ii incomplete a &fktive. CONTRACTOR, :shall immediately. take such mcasizesns we necessary t . o completesualwork- or remedy s6chdeficienicile-&' FMdApp[!eadDnfff Paymmt: -EX.,T.X GENERAUCONDTMON,S 191" (1990 F&ti(!I) aTY OF FORT COL11M MODIFICATIONS (REV 4nODD) to furnish such a release, or ipt in full, CONTRACTOR may ,,,,h atdridruedeothei collsteral satisfactory -to OWNER to hideni.ffy 'OWNER against :mvLim Releases a waivers of liens and the cansenfof lhc` surcli to finalize m3noU are to =be submitted on MS M L conform invi to the format of the OWNERS stafidard bound in the Proiect manual. Find PaimentandAccefitme Waiver of claims 14.15. The making End acceptance of fined paymcht will constitute. 14. I S. 1. a waiver of all claims by -OWNER against CONTRACTOR, =OW ' claims 'arising from u�cttled Liens, from Lklectivi W6&'qPp"i4 acer il �fmal inspection pursuam to paragraph 14.11, from Gilure [n comply with the Coinracrpoanments or the terms of any special, guarantees specified therein, or from CONI'RACTOR's continuing obligations under the Contract. Documents; and 14.15.2.A waivertof all claims by CONTRACTOR' agairst OWNER other than tho'sti previously made.in writing and still unsettled. ARTICLE 15-SUSPENSION OF WORD AND TER IINAT1ON OWA'FR Flay Suspend Work: 15.1. At -any time and without .causc, OWNER may. suspend the Work or any portion thereof for a period of not' more than, nin ity days by notice in writing to', CONTRACTOR and ENGINEER which will M.the date' ,m which -Work will be resumed. CONTRACTOR shall , resume the Work on, the daic so fixed. CONTRACTOR .shall be allowed an adjustment in the Contract Prim or an crtension of the Coitract Times, :or both, directly .attributable to any such suspe isiat. if CONTRACTOR makes .an approved claim therefor as provided in Articlei I Land 12. OWNER May Terminate: 15.2. Upon the occurrence of any me or more of the following events: 15.2.1. if CONTRACTOR periistently fails to perf= the Walk in accordance with the Contract Documents (including, but not limited to, failure 'to supplysuffcient skilled workers or suitable materials or -equipment or .failure to adhere to the progress schedulc'establisheil .cedes paragraph 29 as adjusted from time to time, pursuant to paragraph 6.6): 15.2ZJf CONTRACTOR disregards,Laws or Regulations of my public body havingjurisdid om 15.23. 'if CONTRACTOR disrega_r s.the. authority of ENGINEER:'ci 15.2A. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; :in& CONTRACTOR (and the tvntten notice and to the extent egulmicns, terminate the swims de CONTRACTOR from the site: of the' Work and of all Lt, aPplmnces, construction it the,site and use'the same to d_ be.umd by CONTRACTOR )NTRACTOR for ,re"ss or. in the Work all materials and e or for which OWNER has paid EICDCOENFRAL OONDITIOM 19108 (199a Edition) 32 wdQTY OF FORT OOLLIN$MDDaTCAT10NS(R, V4r2ttaa) and >d that when ezercisirg any- rights- or this. paragraph OWNER shall not'bc.r the lowest price for the Work pcifottned. 15.3. Where CONTRACTOR's -services have been so terminated by OWNER; the termination will -not 'offect any eights' or remedies of 'OWNER against CONTRACTORthen existingor which may thereafter accrue: Any retention or paymera of moneys.' due CONTRACTOR by OWNER will hot release CONTRACTOR from liability. 15.4. Upon seven days' written notice to CONTRACTOR and. ENGINEER. OWNER may; without cause and without prejudice to any other right or remedy of OWNER elect to terminate the Agreement: In such case, CONTRACTOR shall be paid (without duplication of any items): 15.4.1. for completed and acceptable. Work executed in acmidarce with the Contract Documents prior to the. effective date.of temnination, including fair and reasonable sums for overhead,and profit on such Work'; 15.41, for expenses, sustained prior to the effectivedate of termination in performing `serviees and furnishing tabu, materials or equipment as required by the Contract Documents in connecfion with uncompleted Work phis fair and reasonable sums for overhead and profit m such ex7itscs7 15.4.3. for all claims, costs, losses and damages mcunred in settlement of terminated contracts with Subommetors,'Suppliers and dhers;'md 15.4.4. for reasonable uses directly attributable to termination. CONTRACTOR'shall not'be,paid onaccount of loss of anticipated profits or revenue or otter economic -loss arising out of or resulting from such teiimmation. CONTRACTOR May Stop Work or Terminate; 15.5. If, throught ectordault of CONTRACTOR; the Work. is syspended for a period of more Ihm ninety days by OWNER or under an order'of court or other public authority, or ENGINEER fails to aot�onarty Application foe Payment within thirty -days after it is submitted or OWNER fails for thirty, days to pay CONTRACTOR aniy 11 • 9 SECTION 00520 • AGREEMENT THIS AGREEMENT is dated as of the 18th day of March in the year of 2014 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Vogel Concrete Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. AGREEMENT RENEWAL AND WORK 1.1 Renewal. This Agreement is a renewal of the Agreement entered into between the parties on the 7T" day of May, 2012, entitled Concrete Maintenance Project —Phase I, Bid No. 7361. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7361 Concrete Maintenance Project Phase I. ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins Streets Department, who is • hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 This Agreement shall commence upon signing and shall continue in full force until May 6, 2015, unless sooner terminated as herein provided. In addition at the option of the City, the agreement may be extended for additional one (1) year periods not to exceed two (2) additional one (1) year periods. Pricing changes, if any, shall be negotiated by and agree to by both parties in writing. 3.1 The Work shall be Substantially Complete within one hundred forty (140) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within forty-five (45) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR 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 paragraph 3.1. above, plus u be due, then CONTRACTOR mum noticeto-DOWNER and - DWNER orENGINEER do not or failure within that _time, or ARTICLE 16-DISPUTE RESOLUTION • ARTICLE 17-M SCELLANEOUS Giving Notice: to 17.1. Wherever any provision of the Contract: 'Docttmeriis requ.wes.thaBiving'of wrmcn notice; it will be. deemed to have been validly given if delivered in person to the individual or to a member of the firm, orlon an officer of the corporation for whom E is intended, or if delivered at or, sent by r &eied or a.rufied"mail, posing prepaid, to the.; last business address known to the giver of the notice. 17.2. Computation of Timer 17.2.1. When any period of time is rete Tc l to in the, Camact,Dcctimcnts b"y days;'a will be oiinputed to exclude the ,first and include the list day.,of such period If the last day of my.such period fallson -a Saturday'ce Sunday or on a. day made a legal holiday. by the law of. the applicable jurisdiction, such day will be omitted from the computatiort., '.EXI)CGENUMCOND17 0M 1910-8(1990F.dti(n) w�taTYOFFoRTCOW MMODIRCATiONS(REV4/I000) 11 17.2.2. A calendar day of twenty-four h6jr; measured from,midaigla to.the next midnight will coretilydc a day. Notice ofClaim: Prof6sional Fees and Corn Costs Included: 17.5. Whenever -refevence-is made to 'claims, costs, losses and damages', -it shall includein each ca but not belimited_to, all fees and charges of engineers..mchitects; attorneys 'and other professionals and all court or arbitration of other Aispute resotutiori costs. 17.6. The laws of the State of Colorado armly to this Aercemcnt, Refereme to two oertmentColorado statutes are as follows: 17.6.2. If a claim- is filed OWNER is reouired by law (CRS 38-26-107) to withhold (recto a uayments to CONTRACTOR sufficient furls to insure the 'payment of all claimsforlabor.materials tram hire. sustcnarecprovisions, provender. or other lies .used 'or consumed. by CONTRACTOR or. his 33 n FJCDCOENERAL CONMTIOM 19108 (1990 F.M.) 34 w/CITYOF FORT WLUM MOMFICATIOM(REVVl000) 0 C[his page left blank irdendomlly.) 0 EICDCGENERAL CONDITIONS 19104 (1990 F.illim) w•/ CITY OF FORT COLLINS MODMCATIONS (REV 4nWO) • 35 FJCDCOFNERALCONDITIOM 191QS(19%F4Mim) 36 wl CITY OF FORT COLUM MODIFICATIOM(REV4QWO) 0 r] EXHIBIT GC -A to General Conditions of the. Construction Contract Between OWNER'and CONTRACTOR DISPUTE REWLVfION AGREEMF. ff 'OWNER and :CONTRACTOR hereby :agree that. Article 16 of the Gaul C"fions of th; Coral lion 'Contract between OWNER and CONTRACTOR is. ,amended to include the following agreement of the parties: 161. All claims, disputes and other matters in qucsuori between OWNER and CONTRACTOR arising, .out of or relating to the Contract Documentsorthe breach thereof (except fa claims which have been :waived by the .making a acceptance of final payment as provided., by -paztigaph 14:15) will be -decided by arbitration in accordance Wqith the Constriction Industry, Arbitration Rules of the American :Arbitration Association •then. MM • 16.3. Notice of the demand fa arbitration will be filed in writing with the other party to the Ageement,and with'Ihe American Arbitration Assoctaltori ands copy will ,be .scri to ENGINEER for information The demand for arbitration will be made within the thirty'-0ay or ton.day period specified in paragraph 16.2 as applicable, and in all . other csas within a reasonable time after the claan; dispute' or other matter in question has tiriscn, and in no event shell any;iuch`demand bemade atherthe date what institution of Icgal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable stain, of limitations. agrCC°' EJCDC GENERAL CONDITIONS 191048 (199a E(6tim)._ •.w! CITY OFFORT COLLINS MODIFICATIONS (REV 9199) 16.4. Except as provided in paiagiph 16.5 belrnv, no arbitration arising om of or relating to.the Comma Documents shall include by consolidation, joutda or in any other manner: any other, person or entity (including ENGINEERZ ENOINEER's Consultant and Ahe olLccrs, d recto s agents employees orcostsul" of any of them) who`is nbt o parry to this contract unless: 16AL the inclusion of such other:person or emay is necessary. if complete rehefis to be afforded among those Who ureah- partlestothelarMtra- - and 16:42 such other person or entity is, substantially involved in a question of law.or fact whuchis ccminori to,those who are already parties tothe arbitfation and whichwill arise` in such proceedings, and 16A.1 the writtenconsent of the other' person., or ontity,sought to be included and of OWNER and CONTRACTOR has been obtained far.surh inclusion, which consent shall make specific reference to this pamgrapht, but rid such such comeshall constitute consent • to iatii imiot of any dispute not, spea6cslly'descritied in'such'cons m.a to'arbntration'with any party not specifically identifiedm such consent, Notwithstanding, an such bf:actiai in favor ;of ER, ENGINEER or IG:G. The award ro*ied by the arbit ators,wift be final; judgment may be entered upon in any cant having, ,jurisdiction thereof and it :will not be subject to modification qr appeal. 0 OC-Al &CDC OFNERAL CONDITIONS 191 PS (1990 Edtim) IV CITY OF FORT COLLINS MODIFICATIONS (REV 9194) OC-AI El L.1 0 SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 s 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy is include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. 0 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 11 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Concrete Maintenance Project Phase I — 2014 Renewal CONTRACTOR: Vogel Concrete Inc. PROJECT NUMBER: 7361 DESCRIPTION: 1. Reason for change: 2. Description of Change: _ 3. Change in Contract Cost: 4. Change in Contract Time ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 • (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: cc: City Clerk Project File Engineer Contractor Architect Purchasing DATE: T DATE: • • 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 preceding 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 amounts set forth hereafter. 1) Substantial Completion: One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after the one hundred forty (140) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the forty-five (45) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: One Million Seventy -Eight Cents ($1,573,461.78), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each 0 9\ 3 11 4 4 4 b \ CL WR$$6 co 02Es ; ;6a52 !20TWM CL<(L $ } \ � mc ai ) ( § { \ _ � y7 , CL {� E : \ \& ) \ /0 ° ° ® - 62 \\\k\ § # R \ ;� j / ) \a.0 — \) \ f! j+�< k 2 f ) 2 zco { tLU / ) / LU o F- Of/� \ 6 < < y \ )2 ! / .. . ! < o !{ § 2O < � „ / /�{ ƒ { { E V LL 0 N W d a a m 0 U) F Z 0 U F- r Z 0 U �0000000000000000000000000000000000 ��'�0000000000000000000000000000000000 H W o�����o»������sos o»- o»��o»���o»sos��o»��A w o» �6460 r 0 a �000000000000000000000000000000000 J000000000000000000000000000000000 000oo000000000o0000000000000000000 Qe»F»vff»t»ene»f»e»f»f»e»FnF»f»E»E»a»f»F»f»f»en <»F»f»ra f»fA F»e»ea e» d C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 QO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fA fA fA fA eA fA FA fA fA fA fA fA f9 co fA b9 fA fA fA fA EA fA di !A b9 M fA tow to f9 fA di d �000000000000000000000000000000000 0000000000000000000000000000000000 E000000000000000000000000000000000 ¢ eae»e»e»enf»e»e»uaF»e»<nF»a»a»f»f»fne»<»en en f»r»f»f»f»<»e»u>en rn f» T CJ �000000000000000000000000000000000 0000000000000000000000000000000000 000o 00ur) o 0 o 0000 o 0 o o 00000000000 Quse»e»e»trf<ne»e»u>f»w e»tnf»e»r»u�<nf»e»<»tn f»f»r»f»f»f»<»e»<n Sri r»f» 2 C U tea` N C ER 0 i • rI L c a U N m a �� v00000000000000000000000000000000000 Eo--00000000000000000000000000000000000 o I°00000000000000000000000000000000000 � W p to V) to fA to Hi fA to t» fA fA to fA <A to to fH <» to tH FA E» tH FA to rH f» to ui » to ui ui tH to a 0 O w C N Q N ~ N �00000000000000000000000000000000000 a �00000000000000000000000000000000000 o 0oo600000000000000000000000000000000 s fA fA fA fA fA FA fA b9 fA fA fA fA fA EA fA fA fA fA Vf fA fA b9 fA EA fA fA fA fA fA b9 fA EA EA fA !H Q 3: E U ° m a 000000o0n0nan 000000000000 o 00000 o 0o a �00000000000000000000000000000000000 o6qtototatofqto(a6q�to»mmw6qMwmwmmmmMmmmmtommwmm on0oQ 5 E Ewa) oaa U C7 CD oC> o000000000oC) o000000000 _4) o00000000000000000000000000000000000 00000000000000000000000000000000000 m EaF»»e»»e»rA»E»f»F»E»en»E»tnt»(ne»e»en to <»f»f»<»rn f»<n f»<»rn F»F»wf» 0 U L Y E C ~0 0 C Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O Q fA fA fA fA fA fA fA b9 di fA fA di fA fA fA fA fA b9 fA fA fA b9 di fA fA fA fA fA EA !A fA EA ER fA !A C U tea` N U) C w Q U) C W J Q o U U) W cl J Q H ow o a a m 2 E z LL Oa o V C - 0 a a 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 a 0 00 0 00 0 0 0 0 0 0 0 O N N 0 0 0 0 09 0 0 0 0 0 0 0 0 0 0 09 0 09 0 0 0 0 0 0 0 0 0 0 0 0 W= .c U O O O O O O O O O O O O O O O O O O O O O O C.O O O O O O O O O O QC F — V� fA fA fA to <if to to fA fA EA b9 di fA b9 fA fA fA EA EA fA <9 m to to to f9 fA fA 61i EA fA fA IL a m a) U O C • is 2013 CONCRETE MAINTENANCE PROJECT— PHASE I GENERAL REQUIREMENTS INDEX • SECTION 01010 Summary of Work 01040 Coordination 01310 Construction Schedules 01330 Survey Data 01340 Shop Drawings 01410 Testing 01510 Temporary Utilities 01560 Temporary Controls 01700 Contract Closeout 01800 Method of Measurement and Basis of Payment 11 PAGE NUMBERS General Requirements 2-3 General Requirements 4-5 General Requirements 6-7 General Requirements 8 General Requirements 9-11 General Requirements 12-13 General Requirements 14 General Requirements 15-16 General Requirements 17 General Requirements 18 SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. A. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. B. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner's costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation. E. Darren Moritz/Tom Knostman will be the Program Manager/Project Engineer Darren Moritz 970-221-6618 Office 970-556-1495 cell Tom Knostman 970-221-6576 Office 970-679-7947 cell F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. L� General Requirements - Page 2 of 18 SECTION 01010 SUMMARY OF WORK • UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat Kreager970-566-4416 Telephone: UNCC / 1-800-922-1987 Local Contact Debbie Kautz 970-689-0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Cornetist 493-7400 *Utility Notification Center of Colorado (UNCC) - 811 1-800-922-1987 AGENCIES • Safety: Occupational Safety and Health Administration (OSHA): 844-3061 Fire: Poudre Fire Authority Non -Emergency: 22 l -65 81 Emergency: 911 Larimer County Sheriffs Department: Non - Emergency: 221-7177 1227 Police: City of Fort Collins Police Department Non -Emergency: 221-6540 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 • END OF SECTION General Requirements — page 3 of 18 Ambulance: Poudre Valley Hospital Non -Emergency: 484- Emergency: 911 SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES • A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall also coordinate with the Landscape Contractor whose Work is separate from the General Contractor' s contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. E. The Contractor shall ensure that Subcontractors shall have visible company names on all vehicles that enter the work zone. 1.2 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. I. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors' supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their • anticipated schedules. 5. The Engineer shall introduce the Project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 PROGRESS MEETINGS A. Contractor and Engineer shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: I. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. I-] General Requirements— page 4 of 18 SECTION 01040 COORDINATION • C. Minimum agenda shall include: • 11 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule anticipated two weeks in advance. D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION General Requirements - Page 5 of 18 SECTION 01310 CONSTRUCTION SCHEDULE • 1.1 GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. C. The schedule must show how the street, landscaping, and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show complete work sequence of construction by activity and location for the upcoming two week period. • 2. Show changes to traffic control. 3. Show project milestones. B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Provide a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials; reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. General Requirements - Page 6 of 18