Loading...
HomeMy WebLinkAbout267431 NORTHSTAR CONCRETE INC - CONTRACT - BID - 6088 CONCRETE MAINTENANCE PROJECT PHASE II (2)1 1 1 1 1 1 1 1 1 1 F6rt Collins Purchasing Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Concrete Maintenance Project Phase II BID NO. 6088 - Renewal PURCHASING DIVISION 215 NORTH. MASON STREET, 2ND FLOOR, FORT COLLINS 0 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: L`DEX Curb and Gutter 701 Curb, Gutter. and Sidewalk D-6 Medina (Island) Curbs 703 Standard Dri —ay Approach (I & II) 706 Standard Dm,-way 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 - Drice n-u Cwb & Gutter D-8a, 8b Concrete Sidewalk Cuhwt D-12 13 Area Inlet D-93 h4odified Type 13 Inlet Alley Intersections 803 Standard Manhole Ccnw 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 Aces Ramp Details 1603 Detached Walk1lnbm*ctKm Detail 160-4 Detached Atalk/Inter�n Detail 1605 Pedestrian Ramp Detail 1606 Residential Local Street Access Rater 1606(a) Tnmcated Dn®e Warning for Amps Ramps 1607 Median L-,lands and Pedestrian Refuge Area 1608 Sidewalk Widening Details 2501 Concrete Pacment Joists M 412-1 The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers n/a to n/a, inclusive. Section 00520 Page 5 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: Public Service Company of Colorado 482-5922, 221-8553 Telephone: U.S. West Communications 484-0300, 226-6310 Traffic Operations: City of Ft. Collins, Colorado 221-6608 Cable Television: Comcast 493-7400 *Utility Locates Under One -call System 1-800-922-1987 AGENCIES Safety: Occupational Safety and Health Administration (OSHA): 844-3061 Fire: Poudre Fire Authority Non -Emergency: 221-6581 Emergency: 911 Police: City of Fort Collins Police Department Non -Emergency: 221-6550 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6608 END OF SECTION Larimer County Sheriffs Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Emergency: 911 General Requirements - Page 2 of 17 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. 1.2 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. 1. 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. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer 1.3 PROGRESS MEETINGS A. Contractor and Engineer's Project Representatives 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: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Resident Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. General Requirements - Page 3 of 17 C. Minimum agenda shall include: 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 as appropriate. 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 4 of 17 SECTION 01310 CONSTRUCTION SCHEDULES 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 the complete work sequence of construction by activity and location. 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. Include 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 5 of 17 1.5 OWNER'S RESPONSIBILITY 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 General Requirements - Page 6 of 17 SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS A. The Owner will 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 Surveyors a minimum of 48 hours prior to needing 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 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 7 of 17 SECTION 01340 ' SHOP DRAWINGS 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. ' B. Schedule: Reference Section 0 13 10, 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. Do 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. Do 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 with 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. General Requirements - Page 8 of 17 L� 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 Engineer or 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 furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. 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 %z" 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. 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, schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re -submittals. General Requirements - Page 9 of 17 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: 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. 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 10 of 17 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 hereof 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 Project 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. General Requirements - Page 11. of 17 ' 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 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. Section 00520 Page 6 f] 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. C. Contractor's quality control system is the means by which he assures himself that his construction complies with the I 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. Provide copies to Engineer weekly. END OF SECTION General Requirements - Page 12 of 17 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. 1. 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. Furnish 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 from public view to the greatest practical extent. END OF SECTION General Requirements - Page 13 of 17 l SECTION 01560 ' TEMPORARY CONTROLS 1.1 NOISE CONTROL ' A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. 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 when necessary to prevent blowing. B. 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. ' 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for 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. 1. Measures in general will include: ' a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. .' d. Temporary materials such as hay bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. 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. General Requirements - Page 14 of 17 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the "Manual of Uniform Traffic Control Devices" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the current "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. 1.6 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 General Requirements - Page 15 of 17 SECTION 01700 ' CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION ' 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 said work as may be ' required by the Engineer shall be submitted prior to project acceptance. END OF SECTION Ul .1 General Requirements - Page 16 of 17 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for 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 govern 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 17 of 17 J SECTION 02000 PROJECT SPECIFICATIONS The Colorado Division of Transportation "Standard Specifications for Road and Bridge Construction", 2005, and the ' current Larimer County "Urban Area Street Standards", (hereafter referred to as the "Standard Specifications") are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections shall govern. ' INDEX OF REVISIONS SECTION 104 Traffic and Parking Control ' 105 Control of Work 107 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 212 Seeding, Fertilizer, and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt - Patching 604 Inlets and Culverts 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement 630 Construction Zone Traffic Control REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows: Subsection 104.04 shall include the following. It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date and times that the message on the sign is in effect. (For example, if a street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., PATCHING) See sample "NO PARKING" sign. "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean up operations completed. All information on the "NO PARKING" signs, with the exception of the date, shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The "NO PARKING" signs shall be in effect for one or two days only. Any work done by the Contractor without traffic control will not be paid for under the terms of this Contract. The Contractor will not be paid for traffic control costs incurred during Contractor caused delays. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer will meet to discuss the progress of the work and the placement of traffic control devices including "NO PARKING" signs. Any necessary adjustments shall be made. The Contractor shall also review at this time with the Engineer the proposed means of handling parking and traffic control for upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of this work. At the above referenced meeting, the quantity of traffic control devices used that day shall be agreed upon by the Contractor and the Engineer. The Contractor shall utilize forms approved by the Engineer for the tabulation of Traffic Control Devices utilized. The Contractor shall maintain pedestrian and vehicular access to all businesses within the project at all times. Pedestrian access must be clearly delineated and buffered from construction activities at all times, and may include construction and installation of temporary ramps and wooden walkways as necessary. Any changes in the traffic control, including additional signs, barricades, and/or flaggers needed in the field shall be immediately implemented as directed by the Engineer. The cost for traffic control is covered in "Revision of Section 630, Construction Zone Traffic Control" found herein. Project Specifications - Page 2 of 30 NO PARKING Wed J,uly 7 70m.00AM - 6mmOO PM PATCHING Project Specifications - Page 3 of 30 REVISION OF SECTION,105° CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: COOPERATION WITH UTILITIES Subsection 105.10 shall include the following: Concrete construction and/or reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors. The existing traffic signal loop detectors shall be removed by the contractor at no additional cost. New loop detectors may be installed at other intersections where they do not now exist. New and replacement loop detectors will be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of new..loop detectors. Also, the Contractor'shalf coordinate with the City.Traffic Division -to insure that any cleanup required after the installation of the loop detectors will be completed before concrete placement. operations begin. COOPERATION BETWEEN CONTRACTORS Subsection 105.11 shall 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. INSPECTION AND TESTING OF WORK Subsection 105.15 shall include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required insoectiori; 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 of his obligations to fulfill his contract -,as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or.that payment therefore has been included in the. progress estimate. . MAINTENANCE DURING CONSTRUCTION Subsection 105.18 shall include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left uncleaned after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area. Project Specifications - Page 4 of 30 OWNER: ncITY F FORT COLLINS By: fES B. O' NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT O: . Date • A; Attest: City Clerk Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 CONTRACTOR: Nort star Concrete, Inc. B� �,�p6vu i sQpr T i 41 e: q � ' Da e Oct (CO PORATE SEAL) Irv, , Attest:-""afl�s. Address for giving notices: J Z ZO S . AW-- Loy i Co 9cV'3? LICENSE NO.: Section 00520 Page 7 REVISION OF SECTION 105 ' CONTROL OF WORK The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to ' clean the streets. All sweeping and clean up equipment shall be approved by the 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 said service. t All cost of maintaining the work during construction and before the project is accepted will not be paid for separately, but shall be included in the work. "I L Project Specifications - Page 5 of 30 REVISION OF. SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.12 shall include the following: The fact that any underground facility - sprinkler. systems, utility services, etc. - is not shown on the plans, details or construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the .location of such underground improvements which may be subject to such damage by reason of his operations. Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer. If the area to be repaired is five (5) inches or less in width, the Contractor shall clean the area of all debris (i.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and place (see below) and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other method approved by the Engineer. For concrete repair locations, the placement of topsoil (backfill) shall be completed within two (2) working days of the placement of the concrete. The topsoil shall consist of loose friable loam reasonably free of admixtures of subsoil, refuse, stumps, roots, rocks, brush, weeds, heavy clay, hard clods, toxic substances or other material which would be detrimental to the proper development of vegetative growth. The material to be utilized shall be approved by the Engineer prior to placement. The topsoil shall be in a relatively dry state and placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles and contours shall be maintained. If any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and prepare the area along the entire length of the repair location as stated above to a minimum of one (1) foot, place sod over the entire area, water once, and notify the property owner in writing of the nature of the work that has taken place and that the sod will be watered only once. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place and the fact that the sod will be watered only once. The minimum overall width of the area to be sodded shall be one (1) foot. For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and protected from damage by the contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced at the Contractor's expense, within three (3) working days from the date of damage. In areas where the Engineer directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod and sprinkler relocation will be provided by the City under separate contract. Project Specifications - Page 6 of 30 F REVISION OF SECTION 107 ' PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE 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 damagedby construction operations, other than concrete repair, shall take place within three (3) working days from the date of damage. ' In areas where the Engineer directs new work or the reconstntction areas require grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City tinder separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the work being done and shall not be measured and paid for separately. 11 Project Specifications - Page 7 of 30 11 1 REVISION OF SECTION 108 PROSECUTION AND PROGRESS . Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall include the following: A schedule of work must accompany any bid, and shall include number of working days per area to complete all unit work items covered by the contract. Vicinity maps of each area are included in Section 03500, Project Maps. The schedule should take any priorities into consideration. The schedule should also include projected start and end dates. Individual 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 108.04 shall 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 TIME Subsection 108.07 shall include the following: Work hours shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer. All Work is to be completed in sixty (60) consecutive working days and during the months of March, April, May and June. Work on West Drake must be complete prior to April 151h, 2009. FAILURE TO COMPLETE WORK ON TIME Subsection 108.08 shall include the following: Failure to meet the agreed upon milestones or fully complete the project in sixty (60) consecutive working days, shall result in damages assessed against the Contractor. At the City's option, liquidated damages in the amount of $1000.00 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 Contractor from any monies due the Contractor in lieu of liquidated damages. Project Specifications - Page 8 of 30 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 any tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to any root removals. The Engineer and the City Forester's representative shall then make a determination regarding removal. Tree roots shall be removed with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. ' Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. ' 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 of tree roots. 1 1 1 1 1 Project Specifications - Page 9 of 30 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 202.01 is revised to include the following: This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete and asphalt to a neat line. CONSTRUCTION REQUIREMENTS Subsection 202.02 is revised to include the following: Sawing of concrete shall be done to a true line, with a vertical face, unless otherwise specified. The depth of a saw cut in concrete shall be 4 inches or less, as directed by the Engineer. Residue from sawing shall be removed by the Contractor at the earliest opportunity. The Contractor shall prevent tracking of residue onto the roadway or walkway, and shall prevent discharge into the storm drainage system. METHOD OF MEASUREMENT Subsection 202.11 is revised to include the following: Sawing shall be measured by the lineal foot. This item shall only be used where the Engineer directs sawing not already being paid under another item. Sawcutting related to the items described in Revision of Section 608, Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment will be made under: Pay Item 202.01 Sawcutting < 4" Unit LF 202.02 Sawcutting — Additional Inch Depth LF/Inch 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. Project Specifications - Page 10 of 30 REVISION OF SECTION 203 ' EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 203.01 is revised 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 typicalcross 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 is revised to include the following: General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have ' been placed. The excavation will be accomplished in the following manner: ' General Excavation: The areas to be removed will be marked on the surface by the Engineer with paint. 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 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 Engineer may require the Contractor to remove the unsuitable materials and backfill to the finished grade section with approved material (asphalt or borrow). 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. (The 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 a specific location shall be directed by the Engineer Project Specifications - Page 11 of 30 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Borrow will be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately, but shall be included in the contract unit price for Borrow. Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily. METHOD OF MEASUREMENT Subsection 203.13 shall 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 perform other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard. Subgrade preparation, haul and disposal will not be measured and paid for separately. The accepted quantities of Borrow will be paid for at the contract unit price per ton. Compaction and haul will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 shall include the following: Payment will be made under: Pay Item 203.01 Excavation — General Unit CY 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 and disposal of unusable materials, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications - Page 12 of 30 REVISION OF SECTION 212 ' SEEDING, FERTILIZER AND SODDING Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 is revised 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 locations and details shown on the plans or as designated. This work shall not include locations of concrete repair in ' which grade changes and additional work does not occur. See "Protection and Restoration of Property" found herein.. ' MATERIALS Subsection 212.02 is revised to include the following: ' Topsoil Topsoil shall conform to the requirements of "Protection and Restoration of Property" found herein. Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the 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. Said sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. ' Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. CONSTRUCTION REQUIREMENTS Subsection 212.05 is revised 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'h 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 and that the sod will only be watered once. ' Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but will not be measured and paid for under the terms of this contract. Project Specifications - Page 13 of 30 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING BASIS OF PAYMENT Subsection 212.08 is revised to include the following: No measurement for payment shall be made for re -sodding lawn damaged by the Contractor adjacent to new concrete, when the grade of the existing lawn reasonably matches the grade of the new concrete. Re -sodding in this instance shall be considered incidental to the work being performed. Payment will be made under: Pay.Item Unit 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, Fertilizer and Sodding, complete -in -place, including removal, haul, disposal, and water, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications -Page 14 of 30 SECTION 00530 NOTICE TO PROCEED Description of Work: 6088 Concrete Maintenance Project Phase II To: Northstar 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. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of 20 The dates for Substantial Completion and Final Acceptance shall be 20_ and 20_, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR: Northstar Concrete, Inc. By: Title: Section 00530 Page 1 REVISION OF SECTION 304 ' AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised as follows: MATERIALS Subsection 304.02 is revised to include the following: ' Aggregate Base Course shall meet the grading requirements for Class 5. Recycled asphalt or recycled concrete may be substituted for Aggregate Base Course at any time as directed by the Engineer. ' METHOD OF MEASUREMENT Subsection 304.07 is revised to include the following: ' Aggregate Base Course will be measured by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured and paid for separately, but shall be included in the contract unit price for Aggregate Base Course. ' Aggregate Base Course will be paid at a fixed 75% of the total amount used. The remaining 25% is intended to cover incidentals such as temporary patching, wash pits, form board reinforcement, and storm water protection. ' Failure to protect open excavations, or any other use not directly related to the Work, shall not be measured or paid for separately but shall be included in the Work. Borrow that is placed as a result of excavation of unsuitable subgrade will be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. ' Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily. The accepted quantities for Aggregate Base Course will be paid for at the contract unit price per ton. ' BASIS OF PAYMENT Subsection 304.08 is revised to include the following: ' Payment will 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, complete -in -place, including haul and water, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications- Page 15 of 30 REVISION OF SECTION 403 HOT MIX ASPHALT - PATCHING Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 is revised to include the following: This work consists of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access, until such time as the permanent repair can be made. CONSTRUCTION REQUIREMENTS Subsection 403.03 is revised to include the following: In all.concrete repair locations, the Contractor shall remove no more than six (6) inches of asphalt pavement. The pavement areas shall be temporarily patched with a minimum of two (2) inches of hot mix asphalt, up to a maximum depth of six (6) inches. These locations shall be paid under the Contract Unit Price for Temporary Patching. METHOD OF MEASUREMENT Subsection 403.04 is revised 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, and bituminous materials will not be measured or paid for separately, but shall be included in the contract price for Temporary Patching. Load slips shall be consecutively numbered for each day and shall include the batch time. BASIS OF PAYMENT Subsection 403.05 is revised to include the following: Payment will be made under: Pay Item Unit 403.01 Temporary 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. Project Specifications - Page 16 of 30 REVISION OF SECTION 604 ' INLETS AND CULVERTS , Section 604 of the Standard Specifications is hereby revised as follows: tDESCRIPTION Subsection 604.01 is revised 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 is revised to include the following: The existing frames, grates, bonnets and angle iron faces shall be salvaged and reused in the reconstruction of the inlet deck or replacement of the inlet. Salvable material shall 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 incorporated into the work, or is loaded onto City equipment by the Contractor. If the frame, grate, bonnet or angle iron face cannot be salvaged, the City will provide the replacement material for all inlet types. In the event the City cannot provide material for the Modified Type 13 Curb Inlets, the o Contractor shall supply new material. This item shall include the frame, grate and adjustable curb bonnet for a Modified Type 13 Curb Inlet, and will be paid as "Modified Type 13 Curb Inlet - Materials Only". This item will be paid in addition to the "Remove & Replace" or "Reconstruct Deck" inlet items. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the detail found herein. The "Metal Sidewalk Culvert with 5/8" Plate" item shall include a new frame and plate. The existing frame and plate shall be salvaged to the maximum extent feasible. Salvable'material shall 'remain the property of the City of Fort Collins. When concrete is to be removed and replaced around an existing grate without disturbing the deck or box, this shall not constitute Reconstruct Inlet Deck. These locations shall be measured and paid for separately under the items described in Revision of Sections 608 and 609 - Sidewalks, Curb and Gutter, Drive Approaches, Aprons and Crosspansfound herein. Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid -block ramps, radius points -at intersections, and -other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint material must be set vertical and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. Expansion and caulking shall be paid as "Expansion and Caulking" by the lineal foot. 1 Project Specifications - Page 17 of 30 REVISION OF SECTION 604 INLETS AND CULVERTS METHOD OF MEASUREMENT Subsection 604.06 is revised to include the following: Reconstruct Deck shall include the deck reconstruction of existing inlets, including two, three and a half foot (3.5') transitions, measured from inside face of box, on each side. Inlets with openings greater than those defined on the detail shall be paid for as "Reconstruct Deck" per each, plus "Reconstruct Deck Additional Foot Opening" per lineal foot. BASIS OF PAYMENT Subsection 604.07 is revised to include the following: Payment will be made under: Pay Item Unit 604.01 Type R Inlet — Remove & Replace (4' Opening) Each 604.02 Type R Inlet — Reconstruct Deck (4' Opening) Each . 604.03 Type R Inlet — Reconstruct Deck Additional Foot Opening Lineal Foot 604.04 , Catch Basin - Remove & Replace Each 604.05 Catch Basin - Reconstruct Deck Each 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening Lineal Foot 604.07 Modified Type 13 Curb Inlet - Remove & Replace Each 604.08 Modified Type 13 Curb Inlet - Reconstruct Deck Each 604.09 Modified Type 13 Curb Inlet - Materials Only Each 604.10 Concrete Sidewalk Culvert - Remove & Replace Each 604.11 Metal Sidewalk Culvert with 5/8" Plate - Remove & Replace Each 604.12 Additional Square Foot 5/8" Plate Square 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 Inlets, including demolition, disposal, reinforcement and replacement, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the Engineer. Project Specifications - Page 18 of 30 REVISION OF SECTIONS 608 AND 609 ' SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the Larimer County Urban Area tStreet Standards, October 2002, except as noted herein. DESCRIPTION ' This work consists of the construction of concrete sidewalks, curband gutter, drive approaches, aprons, crosspans, curb ramps and concrete pavement in accordance: with these specifications and in conformity with the lines and grades shown on the plans or established. MATERIALS The mix designs for all types of concrete to be utilized shall be determined by the Contractor and submitted to the Engineer and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85, Type I, Type I/II, or Type III. The air content shall be four (4) to seven (7) percent. "High Early" concrete shall be used for concrete repair locations. "High Early" concrete shall have a specified compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete used for a particular location shall be approved by the Engineer. See also Section 2.05, `Rigid Pavement Design', and Section 4.2.4., `Concrete Streets'; of the City of Fort Collins Design Criteria and Standards for Streets." 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. 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 conforrri to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be ' 150 sq. ft./gal. for all concrete. The curing compound shall be applied immediately upon completion of the finishing. CONSTRUCTION REQUIREMENTS The Remove Concrete item shall include removal and disposal or salvage of existing asphalt, concrete, or flagstone as directed by the Engineer. ' Care shall be taken during removal of fillets to protect the existing concrete 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. Project Specifications - Page 19 of 30 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT The finished exposed surface and edging of the concrete will match as closely as possible the surface treatment of the surrounding existing concrete. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of 8". 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. All joints shall be sealed with an asphalt filler, compound, or approved equal, in accordance with the detail for "Concrete Pavement Joints" contained herein. The cost for joint sealing shall be included in the contract unit price for "Concrete Pavement" The top of the new pavement shall be even with the existing concrete pavement. The concrete shall be consolidated with a mechanical vibrator. All construction joints shall be doweled except for expansion joints, joints along existing curb and gutter, and contraction joints, in accordance with the detail for "Concrete Pavement Joints" contained herein. In addition, dowels shall be 16" smooth #5 bars. The dowels shall be placed in drilled holes, 12" OC. Dowels shall fit snugly into 8" deep drilled holes, or shall be epoxy grouted. In locations where concrete pavement is being replaced, the construction joint (s) shall be constructed in accordance with the detail for "Concrete Pavement Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. The maximum spacing for transverse joints in crosspans and concrete pavement shall be ten (10) feet. 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. Restoration of landscape shall be in accordance with "Revision of Section 107 - Protection and Restoration of Property and Landscape" found herein.. The time frame for restoration shall be within two (2) working days from the time the concrete was placed for backfill with topsoil and by no later than the end of the first working day of the following week for. sod replacement. The Contractor shall be responsible for the protection of the subgrade/base course until the concrete is placed. The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water, mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after the placement of curing compound for 48 hour high early concrete. Concrete blankets shall be used when the temperature is expected to fall to 32°F or below within 36 hours after placement of curing compound for 48 hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of concrete stated above. The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage caused during the cleanup process shall be the Contractor's responsibility. The Contractor shall utilize forms approved by the Engineer for the tabulation of concrete quantities. . Project Specifications - Page 20 of 30 1 REVISION OF SECTIONS 608 AND 609 ' SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT ' Concrete washout/truck washout shall be contained in such a manner that no visual evidence of cement or aggregate spoils remains on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited. Washout may be accomplished by use of a designated spoils/base pile, as described in Section 208 of the Standard Specifications, or at an identified off -site location. Methods shall be submitted for approval ' 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 Hoffinan Mill Road. This item will not be measured or paid for separately, but shall be considered incidental to the related remove and replace item. 1 In areas where the Engineer directs the re -setting of flagstone, the existing flagstone shall be salvaged and reset on compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the surrounding existing 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. 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. The ramp items shall include all labor, materials (except truncated domes), equipment and incidentals, including removal, saw - cutting, haul and disposal, and for doing all the work involved in removal and replacement of pedestrian access ' ramps. Truncated dome panels shall be placed on all pedestrian access ramps. Truncated Dome Panel will be paid in addition to the ramp item. This item shall include all labor, materials, and surface preparation to supply and t place the panels at pedestrian access ramps. Truncated dome panels shall be red pre -fabricated concrete or cast iron, and shall meet all 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. All panels shall be epoxied on the non -exposed surfaces prior to being set in wet concrete. ' Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for and around fire hydrants, poles, inlets; sidewalk under -drains, mid -block ramps, ' radius points at intersections, and other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint material must be set vertical and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. This item will be paid as Expansion and Caulking by the lineal foot. ' Reset Flagstone shall be measured by the square foot of reset area. Project Specifications -Page 21 of 30 I 1 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT BASIS OF PAYMENT Payment will be made under: Pay Item Unit 608.01 Remove Concrete SF 608.02 Remove and Haul Fillets EACH 608.03 Apron 8" - Remove & Replace SF 608.04 Crosspan 8" - Remove & Replace SF 608.05 Driveover Curb, Gutter and 6" Sidewalk Remove & Replace LF 608.06 Driveover Curb and Gutter, No Sidewalk Remove & Replace LF 608.07 Vertical Curb, Gutter and 6" Sidewalk Remove & Replace LF 608.08 Vertical Curb and Gutter - No Sidewalk Remove & Replace LF 608.09 Vertical Outfall Curb and Gutter - Remove & Replace LF 608.10 Barrier Curb 12" — Remove & Replace LF 608.11 Hollywood Curb, Gutter and 6" Sidewalk LF Remove & Replace 608.12 Hollywood Curb and Gutter - No Sidewalk LF Remove & Replace 608.13 Highback Curb and Gutter - No Sidewalk LF Remove & Replace 608.14 Pedestrian Access Ramp - Remove & Replace SF 608.15 Pedestrian Access Ramp, Highback Curb Remove and Replace SF 608.16 Truncated Dome Panel SF 608.17 Flatwork 4" - Remove & Replace SF 608.18 Flatwork 6" - Remove & Replace SF 608.19 Replace Flatwork — I" Additional Depth SF Project Specifications - Page 22 of 30 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT 608.20 Colored Concrete (4") San Diego Buff — Up Charge SF 608.21 4' Valley Pan (6") — Remove & Replace' SF 608.22 Concrete Pavement 8" - Remove & Replace SF 608.23 Alley Approach 8" - Remove & Replace SF 608.24 Expansion & Caulking LF 608.25 Splashblock 4" SF 608.26 Exposed Aggregate 4" — Up Charge SF 608.27 Reset Flagstone SF The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement, complete -in -place, including removal, sawcutting, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications - Page 23 of 30 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall be revised as follows: This work shall consist of furnishing, installing, moving maintaining and removing temporary traffic signs, advance warning arrows panels, barricades, channelizing devices, and delineators as required by the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook", and the current 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. When a device is not in use, the Contractor shall remove it from the project for the period it is not needed. Devices temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices removed from the project and later returned to use. Payment shall be made for the maximum number of each type of traffic control device being used at one given time per day. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). MATERIALS Subsection 630.02 shall include the following: All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.09 shall be revised as follows: TRAFFIC CONTROL PLAN Traffic control through the construction areas is the responsibility of the Contractor. For all locations, a Traffic Control Plan shall be prepared. The Traffic Control Plans shall be on City supplied forms. The Traffic Control Plans shall be submitted for approval to the Engineer by 8:00 a.m., two working days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m.) Full road closure plans shall be submitted no later than Friday mornings by 8:00 a.m. for projects starting the following week. All plans shall be delivered to City Project Specifications - Page 24 of 30 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 ' TRAFFIC CONTROL DEVICES Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the ' construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. All costs associated with Traffic Control Plan review.will not be measured or paid for separately, but shall be ' considered incidental to the Work. The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. ' (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades; ' cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. ' Approval of the proposed method of handling traffic is intended to indicate those devices for which payment is to be made. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract. ' Parking Restriction Plans shall be submitted and approved which show the location and quantity of "NO PARKING" signs, the date. to be placed, and the date to be removed. The plans shall be prepared on City supplied. forms. The Parking Restriction Plans shall be submitted to the Engineer by 8:00 a.m., two working ' days prior to the commencement of work. (Note: Parking Restriction Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m.) All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Parking Restriction Plan has been approved. Failure to have an approved Parking Restriction Plan ' shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The cost for preparing and submitting the traffic control plan shall be included in the contract unit price for Traffic Control Supervisor. ' Subsection 630.10 shall be revised as follows: TRAFFIC CONTROL MANAGEMENT . ' Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. ' (Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project.) One TCS shall be designated as the.Head TCS. The Head 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 one week prior to commencement of the work. The Head TCS shall be on site at all times during the construction when Project Specifications - Page 25 of 30 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES ' payment is made under the contract unit price for Traffic Control Supervisor per day. When the TCS is being paid under the TCS. per hour item, time spent on site may be modified by the City Representative, as needed, based on the size and complexity of the project, location of work, duration of the project, traffic factors, ' weather, and roadway characteristics. The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the day or hour pay unit for TCS. ' It is the intent of the specifications that the Head TCS be the same throughout the project. If the Head TCS is to be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall be submitted for approval for the replacement. ' The Head TCS will be paid for under the TCS item. The TCS's duties shall include, but not be limited to: ' (1) Preparing, revising and submitting Traffic Control Plans as required. (Review fees will not be measured or paid for separately, but shall be considered incidental to the Work.) ' (2) Direct supervision of project flaggers. (3) Coordinating all traffic control related operations, including those of the Subcontractors and suppliers. ' (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction: Typed hand delivered notification to all businesses and residents at least 24 hours prior to construction. (The notification of ' residents and businesses may be accomplished by a representative of the TCS.) (5) Maintaining a project traffic control diary which shall become part of the City's project records. (6) Inspecting traffic control devices on every calendar day for the duration 'of the project. (7) Insuring that traffic control devices are functioning as required. (8) Overseeing all requirements covered by the plans and specifications which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. (10) Setting up traffic control devices. Notification of residents and businesses shall be the responsibility of the TCS and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete pouring, etc.), the dates and times of the work, and the parking and access restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by the Engineer and shall be distributed prior to the commencement of each phase of the work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 24 hours prior to the commencement of work. (Note: The time frame criteria for distributing letters are the same as for posting "NO PARKING" signs.) The cost for preparing and distributing the letters shall be included in the cost for TCS. Project Specifications'- Page 26 of 30 F1 REVISION OF SECTION 630 ' TRAFFIC CONTROL DEVICES Traffic control management shall be maintained on a 24 hour per day basis. The Contractor shall make ' arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times and available upon the Engineer's request at other than normal working hours. All costs associated with "on call" service, excluding actual hours worked, shall be included in the contract unit price for Traffic Control Supervisor. ' The TCS's will be paid only for days the Contractor works, and as directed by the Engineer. On weekends and other days the Contractor is not working, the TCS will not be paid. Time spent maintaining signs on the weekends, holidays, bad weather days, and other days the Contractor does not work shall be included in ' the unit prices for the equipment. Time spent setting up equipment, modifying equipment, maintaining equipment, and picking up equipment shall be included in the unit prices for the equipment. ' All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway ' construction, available at all times. METHOD OF MEASUREMENT ' Subsection 630.14 shall be revised as follows: Quantities to be measured for construction traffic control devices shall be the number of units of the various sizes and descriptions listed below: ' Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet Size B Signs - 9.01 to 16.00 Square Feet ' "NO PARKING" Sign with Stand will be measured and paid for separately and not included in the item for Size A Signs. "NO PARKING" Sign with Stand shall consist of a metal sign attached to a device (stand) such as a Vertical Panel or Type I Barricade. The sign material and'stand shall be approved by the Engineer. The sign material and stand will not be measured and paid for separately but shall be included in the Contract Unit Price for "NO PARKING" Sign with Stand. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. ' "NO PARKING" signs must remain in place until the street is open to traffic. The "NO PARKING" signs shall be in effect for one or two days only. ' Traffic channelizing devices consisting of vertical panel, cones, or'drum channelizing devices will be measured by the unit. Barricade warning lights shall be measured and paid for separately if approved by the Engineer. Advance Warning Flashing or Sequencing Arrow Panels will be measured by the unit. ' The number of Traffic Control Supervisors shall be approved by the Engineer prior to each days work. The quantity to be measured for Traffic Control Supervisor will be the number of authorized days performed by the Traffic Control Supervisor or his approved representative. An authorized day shall be any day, or portion of a day, authorized by the Engineer, that construction operation would require a Traffic Control Supervisor. "On ' Call" and project inspections on all other days will not be measured and paid for separately but shall be included in the work. The cost for setting up equipment, modifying equipment, maintaining equipment, and picking up equipment ' (not including "NO PARKING" Sign with Stand) during authorized days shall be included in the Contract Unit Price for Traffic Control Supervisor. Project Specifications - Page 27 of 30 1� REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES If a TCS(s) is used for an authorized day, but not for the entire day, the TCS shall be paid at the Contract Unit Price for "Traffic Control Supervisor" at the per hour rate. The quantity to be measured for flagging will be the total number of hours that flagging is actually used as authorized. Hours of flagging in excess of those authorized shall beat the Contractor's expense. Flagger breaks shall be included in the Contract Unit Price for Flagging. The method for covering Fagger breaks shall be approved by the Engineer. Flagging outside of the construction work hours will not be paid for under the terms of this contract unless authorized in.writing by the Engineer. Flagger stand-by time will not be paid for under the terms of this contract. In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic control shall not be paid for under the terms of this contract. The costs for advance warning "NO PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under the terms of this contract unless authorized by the Engineer in writing. In addition, the Owner shall deduct from compensation due the Contractor $10.00 for each traffic control device per day for said conditions, including "NO PARKING" signs and any signs which are not removed from the site immediately upon completion ofthe work. BASIS OF PAYMENT Subsection 630.15 shall be revised as follows: The cost for Traffic Control Devices, not including "NO PARKING" Sign with Stand, shall include delivery, rental, and pickup. The cost for setting up equipment, modifying equipment, and maintaining equipment will be paid for under the Contract Unit Price for TCS as described above. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. Payment shall be full compensation for furnishing, erecting, maintaining, moving, removing and disposing of construction traffic control devices necessary to complete the work. All construction traffic control devices which are not permanently, incorporated into the project will remain the property of the Contractor. The initial manufacturing will be paid for Specialty Signs per unit and the actual use paid for under the appropriate unit cost for Size A or Size B sign. This item shall apply to new signs only. Once manufactured, they may be used throughout the project. Upon_ completion of the work, the Specialty Signs shall be returned to the Contractor. The accepted quantities will be paid for at the contract unit price for each of the pay items listed below: Pay Item Unit .: 630.01 "NO PARKING" Sign with Stand Per Day Per Each 630.02 Vertical Panel without Light Per Day Per Each 630.03 Channelizing Drum without Light Per Day Per Each Project Specifications - Page 28 of 30 REVISION OF SECTION 630 ' TRAFFIC CONTROL DEVICES 630.04 Type I/II Barricade without Light Per Day Per Each ' 630.05 Type III Barricade without Light Per Day Per Each 630.06 Size A Sign with Stand Per Day Per Each ' 630.07 Size B Sign with Stand Per Day Per Each 630.08 Size A Specialty Sign - Cost of ' Manufacturing Each 630.09 Size B Specialty Sign - Cost of Manufacturing 630.10 Reflective Each Cone with Strip Per Day Per Each ' 630.11 Safety Fence Per Day Per Roll 630.12 Light Per Day Per Each 630.13 Advance Warning Flashing or ' Sequencing Arrow Panel Per Unit Per Day 630.14 Variable Message Board Per Day Per Each ' 630.15 Traffic Control Supervisor Per Day ' 630.16 Traffic Control Supervisor Per Hour 630.17 Flagging Per Each Per Hour Flagger hand signs will not be measured and paid for separately, but shall be included in the work. The flaggers shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the work. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered subsidiary to the item. ' Sand bags will not be measured and paid for separately, but shall be included in the work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the ' MUTCD, if approved; however, payment will be made for the typical panel size. The City shall not be responsible for any losses or damage due to theft or vandalism. Project Specifications - Page 29 of 30 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. NOTE: FULL CLOSURES ON ARTERIALS AND COLLECTORS, INCLUDING THOSE LISTED ABOVE, WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF ONE WEEK PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. Project Specifications - Page 30 of 30 SECTION 02500 QUANTITY ESTIMATE This work shall consist of removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches 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 herein; however, additional quantities are included.in the Bid Schedule for locations not yet identified at the time of the bid. All quantities stipulated in the Bid Schedule 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. 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. 1 1 1 1 SECTION 02500 QUANTITY ESTIMATE NORTH STAR 4"r AqMAM.'N30407�� Pa.40K50A 604. 02VEge.6 l44'3' A-T6- 04.04V EiU04.-05'k& WIM.03VP T,'601.640f Fw-608.05I�M08.06TZ M608.07A ftli(18.08V Y44 ,- "eseOIr Alme -Retomlol Ifc CgQ,1 NItW' W I A-C.-A'S. P. -M, e R RS 0Pfig, xitihOnxriu"; SISt MNIx W O PO=0- ,­1"l-,-, Fp0=pacj ltce 0LF 0- WQIYt5R-RW w NI I 77 MIR,= WYICRGLV & '1LF IDRAKE RD. INSIBI&AN11 I-Al-7 BILL RD. IOVERLAND I RAIL 0AU 44.43 34U OINI 0.00 0 ou . 000 000 000 000 000 19bo 31200 W. U.itliubTti X,'1d0r00-' -,W-j7K;144.43',ij -;3,40',%&�j 350d, . 0.00�m -.312.00 m LEMAY AVE. VINIF DR. FOREST I TILLS 1,1,L 1100 25 87 2#30 0 IN, L 0SKI 0,00 v( (100 ol III 1100 --- _0 *mobma. 00"NA" %Fm000yle�2. M 10, 0 0 FA to W -Z�lj 00OP4 NZ' 173.0061? --- - RENNINGTONCIR WSTUART ST W STUARTST 0.00 7260 16.66 0(0)0 22 0.00 000 38033 8 0.00 165,00 8400 000 000 HUNTINGTONCIk WSTIIARTST W S11JARTS'l (),()(1 73.33 18.93 0.00 00 0.()(j 0()) 0.00 U.00 215.41 204010 165.00 62.00 0.00 0.00 KINGSBOROUGIIDR PROMENADEWAY STAPTHILLRD 0JR1 60.28 21.22 0 W 100 0,(XI 0 00 80AKI J_, 30AIU 256.orii 25.00 (1 (111 BAN, ILEX N, " r0N CT L W STUART ST SoUni END UBO 10.41 3.78 0 00 B. 0 B 0600 0.00 000 B . 0 IN) 142.00 000 00) 0 L0 NALIF WAY KINGSBOROIJGIIDR WSl'IIARTST (101 15.35 5.62 (1 IN) Ili 201 0AXI 0.00 0.(1B 212.00 IN) 0(N) IJAXI INV., 115- CREENSFONE AREA quh QaaIfLqowg-vi ;*675.944ai VA33400M. !Ii7%9440000j,y W&17E ""0 ., A , NORTIIHND GREEN. 111,111: WA117R CT(2) GPF17 STONETRI, SOVIIIEND 0.00 14001 507 000 01H) 0.0() 000 000 6,00 159900 7.00 000 25.00 GOLD IIILLCT PEAMSIDE DR solffill: 1) 0,00 6.31 2.29 000 000 00) 000 7373 0011 12.00 (IM0 (100 0 W GR]rr:NSrl'ON17 CT WEST LND GREF2.1,1SIONIT'rRi. 0.00 1059 Ills 000 000 0 W 0AX) 0.w (100 0.00 500 900 0AX) GRE'liNSTONEIRI. CARNINTER RD CARPEN IT .RRD 0'00 8.43 169 000 1100 (1,170 ULXI 0.00 0 00 0J)0 000 0 [)(1 63,00 REDSKYCT ORVE NSTONI: TRI. FAST i:Ni) ---- 0.00 3.74 1.37 j2.84 (100 0 ()(1 0.00 0 IN) 0.(Xj 0.00 000 0 00 12,00 39,00 SILVE MOONLN NORDIEND GREENSTONETRI, 0.00 7.85 N 000 0400 0 0.01.) OAK) 0.00 10700 000 000 -- 0.00 SIIU!AM9lDFCF WESTF1,11) SIRCAMSIDFDR 0m)(I (1N) IIJKI 0 W 000 0 W 001 0.(X) (100 0 (XI (I IN) -- 11.0(I 0AXI STREAMSIDE DR OREENSFONETRI, SILVER MOON LN 1) IN) 807 2.93 000 0,0o IL(X) 0.00 0.00 000 11000 0 IN) 000 0,00 STREAMSIDE DR (21 SILVER MOUN LN CARPH91 ER RD 11.00 24.49 8.85 (1 W (..(Nl Ow O.W. I (JAX) 0,00 309,00 25,00 0 (111 . 000(i W1 I I T E PEAKCT WEST END GREENS-ITINIr TRL 0.00 1.93 068 0.00 OW If (K) 0.00 0.0o 000 2500 000 -000 0,00 fmil M, -f WZ79.42�W� i0k'26'301ZF� - �53.73"�.0 T,7�-000ZUZ -R-41.737003�d4 .37.00'4M 1-'X;I1U0tW V��,'127,001U 13AT-n,I:Ck)71:K DR GOLDEN WILLOW DR STIN1131: LINERD 000 --- 11.00 3.98 0,00 (I'm 0AX) BAN) 106:39 000 000 110) 0,00 43.00 BLACK BARK C F NORIIII: 1) 2L2!�GOLDE N WILLOW DR 21,34 432 OW OAXI (),Oil O.W )6.47 (100 37,00 30.011 (IAKI 001 CANOPY CT WrSTEND _WiI1'n;WlLLOWDR 0.00 1.15 1,15 0,00 0,01) (wo 0.()0 (100 000 43.00 000 000 000 CA'IKINSC*I' WEST END WII11lzWlLLOWDR 0.00 4.69 1.71 (IAI0 (qif, o.w O.W 0.00 0 (Ili 6400 000 0 IN) 0.0`1 COASTAL CT WIIIITWILLOWDR RAST 11 4 1) 29.92 6.99 010 01 0 0 (XI 125.87 0.00 1(400 34.00 U 00 WIN. CORONA CT PACIFIC CT iwqT 1: 1) 000 435 1.67 000 0.00 0 00 4537 000 17000 0,00 000 1 0 W FAKI*All. C F ooLDIFN WILLOW DR FAs,r FNLI oIKj oj5 036 (1 of 001 0.00 0(91 (J,(X) (101 13.(K) 0 W 0600 0600 FELTLEAF CT GOLDEN WILLOW DR I:AS*1'1:ml) 000 205 0.77 000 Will 0 0(j 0.00 0AX) 0.00 28,00 000 000 0 IN) GLOBE CT GOLDEN WILLOW DR ms I' END (I )(1 231 L0 I (I (N) 000 (1 IN, O.W 0.00 (1111 37.00 000 (100 BAN] GoLDFN WILLOW c,r -BATl`LITREI:'Dk--- iA-s,r END 000 4.47 1,65 1,00 2.00 0j)o 000 0.00 0 (Ili 6100 000 000 0,00 GOLDEN WILLOW DR BATI'LECREEK DR SOLITIl)t 1) 0400 5,06 1.84 000 (M)0 0 ()(1 0 IN) U.00 000 69.00 000 Oil() 00) MACKENZIE CPI' WEST END wl 111 )-,'WILLOW DR Q00 1.13 B()o 0,00 0 IN) 11W 0000 (1.011 42400 0 00 0,00 001 PACIFIC c r RFD WILLOW c,r EAs r izNi) (),Oil 23.05 468 000 000 000 0 00 54.94 000 91 00 3000 000-- 0AX) RED WILLOW CT WILLOW SPRINGS WAY SOU I I I I,'ND Will 543 1.99 ('m 0 IN, o IN, BAN. 0.00 0 IN) 7400 ROO 0 IN) 0.(N- SANDBAR CT PACIFIC CT soLiTi I i�.ND 0,0o 1 47.74 10.67 000 0.00 01m 0.00 329.96 0 IN) P"' 1500 58(10 0 GO 0.00 I OPANOA C I` WES fEND WI 1111: W1 LLOW DR 0.00 21.36 4.19 001 00) 0.00 94.64 000 31no 32.01) 0110 0.00 WEEPING WAY WESf`END soun I END RINI 2.27 (,.86 0 W (IJ91 0,00 00) 0.(X) (1.W 3 Lw 0AX) 0 W ().(XI W1 11774 WILLOW DR BATTLECREEK DR S'OUn I END 0.00 L25.81111117('q)� 1 000 000 0AXI 0.00 0.00 0., 000 26500 0110 000 000 WILLOW SPRINGS CT WILLOW SPRINGS WAY Sol fill I:ND OANI 39.75 8.85 0mil 0.00 001 00) 214.29 00 7200 4801) 0 011 00) WILLOW SPRINGS WAY GOLDEN WILLOW DR sTiNIBERIANI: RD 0000 19.29 4.75 000 000 0.00 0.00 50.29 000 12200 0900 000 7.00 ii, 16 �1111111,4115' Bg �-Mkl].00R- 7; 0D., FLAOLER RD INORTLIEND AVONDALERD 000 0 000 000 LAID 0 IN) 0,00 000 6% 00 2600 000 0 w I rLAGLrR RD _ AVONDALE RD 0,00 1 11.95 1 2,10 1 000 RIVERSIDE AV E. muLBrRR-Y-ST- S. YAV 0.00 1 98.111 1 13.30 1 (100 1 000 1 1) 00 1.00 1 0.(10 1 ?) 00 1 (),(N) IL(Ill 001) LWIL(KI 0. 00 1 w'i';: a, 0 0 6,00-t;"T." A��1008.orjh-j POR I'NF.R RD JNORTII 17ND 1: TRILBY RD 000 1 17.10 1 230 1 000 0,00 1 0oo 0.00 1 0,00 1 11900 1 0,00 1 -0.00 74,00 6400 RW64:00V4S INOWITI END 1N0XI-IMROOK DR 0.w 1 IX65 1 3.00 220 2,(2, 2±1 211 "1 55 W 0- NOkTIIBRDO 1W PROSPECT RD 11 1AMPSHIRE RD 0,00 1 50.70 1 7.70 1 B IN, N, (,!F [LL. N, 126191 1 47400 1 3000. 11(9) 3K IKI -nivmqmc: uriB Sub, T.I.11 ni6g 0 00 mi-. I va! 69 . 3 5 V� ...3,, 1 (1.70 � nt, - I Xvv� 0 110 "Y'. -,, vs 100-WRItio, IWA MOPIR INK14k,". ZIConcretelBidi Documents%Phase IhConcrete Bid Tab.xls Page 1 of 2 i = ! m = m SECTION 02500 QUANTITY ESTIMATE NORTH STAR `"tc t<°{ y,,.iNAIV x - a a w c�,"{£b. sy �'; STRER'!'�`a"�'n (" t,�Curb N � W4 �� .�,.esa-�asr DRAKE RU. Sir x ; y ,x r.y"''= - '"" " . � tv,�" �*rp , '47d` w,,,��yw,' 32i;FROM( a: qas e€ :T�'�qd .,1 P ; �k.`I ).s.9,�t ,% t�'1 .• .i)". ��L �.;t�.Y '�� � 7+'hata 'at1'xW`UoiB :t#t.., ^,frOFntia*x,h.. TAFI'HILI.RU. OVF'RLAND'I'RAII. ,� 608 09h 'n,i '� k M x`� Vert Outsfall Mediana,t ,�YN.E..., t,� •ir.a L➢iP:d..,', On :t 608 l4 " L° r`.t')v') Pedl:rtnan) s ����'r��mk U.W '.i: 608 I6 ` sated Dome Panels ��7d� 'M.. KSF_S'x:� 000.Ip20.W F'm�t,�'� 6 Pletwo k m{w' .r R&R Y�����:T ocsaSP`ry,ro Y608 22 s,. vContrete, Paving 8 yY BFe,cy.+•.�SR. t 6U8 23 fit' t+r`✓' Appivath 8E:pnsion; s V..u'a f1609.24 ' FrF+a &Caulking aS+,Nu LR, kw 229.00 000 Tim Y` %,.?� ':, 'ca'3',. xa�`�', �r9 r3$.. k;:_ '„rc"e. 'e;1.L•S" n)&e2` '1�ti,STY!Ta.<c)~'d 'SIIniI Suti'.Talal ?.1,' il`C. .000?; '-', 'F}.0 ,Ro, 229.00'A A,ffk01W dr-6000M, LFMAYAVE. NINE DR. IFORES111111, I.N. 0,00 ().(a' 0!0 302,(11I 0(10 76500 0.00 FOOTIllb-SCREEN AREA CIR Wr ST`UARTs,r WSTUARTS'r 0,00 33GW 24.W 0.00 0W 0.00 41.W fON CIR WS'ITIART SI' WSTl1ART ST O.W 33800 IG.00 0.00 0,00 I1.00 2600 ROUGII UR PROMENADE WAY S'rAFT MLI. RI7 QOO 84,00 12.W 35,(NI (LW 0(K) 7.01 LBENMNGTON ON C'r WSTUART ST SOUBi LTR] U.W 000 000 ()(10 000 000 U.00 PROMENADEWAY KINGSBORO(IGI I UR W S7UAR'r S7' 0,01 0.00 U.W 0.00 000 000 UAq R2%,7i3Tii, lSuh:T6. $WOWe?';r..: A,.c7SA Wye ¢; e2 7,52,W(?1,;;$;,�t�'rf35:UUrA?I-!1 „if O,Iq. F @l 0W�;�.4• 5,17,74 )(RT, BLUE WATER CT NORTH END GREENSTUNE'I'RL U,W 0,00 0,00 0.00 0.00 0.00 0,UII I11.U15 WA'T:R Cr(2) (3RIzliNCTOM:'ll(I. SOUTH END 0.00 0.00 000 0.00 0.00 0,00 O.W GOLDIIILLCr STRFAMSIDE DR SOLTDIEND 0,00 ()no 0On 0d00 R01 RAW 0011 GREENSTONECT WEST END GREF.NSTONE 7R1. 0.0/ 000 900 36.00 000 OW 0.(q GREI.'NS'rONE'IRL CARPIXIER ED CARPENTER ED 0,0) 000 0.00 3200. 0.00 0.00 0,01 RED SKY CT GREENSTONF.TRI. EASTEND 0.00 0,00 000 0.W (I (In 0.(N) 3.U0 SILVERMOONLN NORTHENU GREENSTONETRL OW 0.00 0.00 000 0.On 000 0.(q S7'RFi(MSIDE Cr WIS'r END S7RFAM.SIDF DR 0.W OW 0.00 0,00 001 0On 070 STRFAMSIUE DR GREFNS'rONETRL SILVER MOON LN 000 U.W OUT) 0.00OW (IOU 0,00 S7RFAMSIDF. UR 11) SILVER MOON LN-. CARPENTER RD 0.00 O.UU 0,00 01 KI OAK) OK) 14.00 WIIr1E PEAK CT WEST END _ GREENSTONE TEL 0,00 0.00 0.00 0.00 0.00 000 O,W �37-tL:�.iE}+�k_�:4...i^''sai�`;)i.�� WILLOW SPRLNGSAREA 31$''..3n,:'41'u�-i'.'zi�,�(7�.JPB^,p>ref'q �+a y?g;,ylay:s�';Um1AuETnle �:x)."U.Iq�,C {f�01p)35�;. �h3?.N:W=i)7i:.a, •..,'3r88.00'.q�I'. ,t,,�{U W�^ �-OW�:^I;, {i^�,?I7,W «ti! BAT LECREEK DR GOLDEN WILLOW DR S TIMHERLINE RU 001 O.W OAK) BUT) .00 1200. BLACK BARK C'r NOR'TII END GOLDEN WILLOW DR 0.00 121L00 8.W 0,01 IUO 14.00 CANOPY CT WESTEND WIRTEWILLOWUR O.W 0.00 O.W U.011 no 701 CA71CIN5 C'1' WES7'END WIIr17: WILLOW DR (I,lq 0(10 (I,INI O(ID {11U D.(NI COAS'IAI. CT WillI:WILLOW DR EASr END Run 13G.00 8.00 0.00 r00 14.(N) CORONA CT PACIFIC Cr EAST END O.W U.W 0.00 (I.INI I.W m 01q FANTAll. C'I' GOLDEN WILLOW DR EAST END 0W 0.00 Q00 O.W .W 0.On FI:LTI.rAF CT GOLDEN WILLOW DR FAST END O.W 000 (1.00 (1.01 00 O.W GLOVE CI' GOLDEN WILLOW DR BAST END 0,01 00) 000 0,01 .(q 7A0) GULDEN WILLOW' CT HATTLECREEK DR BAST END O.W O.W O.W 0.01 .W 7.00 GULDEN WILLOW DR BATTLECREEK DR SOUTH END 0On 0.(1) O.W 0.OnP00 000 O,W MAfKF.NZ.IE CT W'IiS'I'END WHITEII'ILLOWUR 00(j U,IXI 0.(111 (1.01 0900 0.00 PACIFIC C'r 'RED WILLOWCr' FAST END 000 1211.UU 1600 U.On 0W O.UI RED WILLOW Cr WILLOW SPRINGS WAY SOUIU END U(q 0.W 0(K1 O,00 0(0 0.WSANDHARCT PACIFIC CT SOIITI[END 001 232.00 I(r00 0W 000 2800 TOPANOA CT WEST E'ND WRIT: WILLOW DR 0X) 128.00 8W 000 000 1400 WEEPINGWAY W'ESr END SOITITI END 0.W U.W 000 0.00 ()U0 0.01 WIIITT, WILLOW DR BATI`LECREEK DR SOUDIEND O.W 0600 000 87.00 000 2800 WILLOW SPRINGS C'I' WILLOW SPRINGS WAY SOUTH END 0(Nl 192A0 IG.00 0On U(IU 2801WILLOW SPRINGSWAY GOLDEN WILLOW DR 9TINIBEW.IM?EU 0.0) 000 000 84W 0,00 7.W 3'fu�:,f!•":3✓5 !°°.^)'.7Krr+9f®,:;.'i4#4`�4„ 16,.Srx?Sit.1;,$'ri'1Ydii�:_e'U"rrraY.W.{!N?W xl! >Jra:�{Y.;O.d'�,',^.',$:Iloit 9ut7'oWl S:d.9Y30 Wi},.li>: ;sf,fY2aW� ..;g ;vim'-72.W?;Y4.h ,a`n'�.171'OU <i� -.q�i0.00Gti� 2s.+.'?)0 Wi�''z?I iAbG,l4fi.W 5'frh F7.AfrLER RD NORTBEND IAVUNDALERD I U.00 I IM00 IT 00 000 1 0.00 1 0W 3fiW IDAI.IA DR 1FLAGLrR RD IAVUNDALE RD I0.01 O.ql 0(a) - II.INI 0U0 O,Iq U.W fA.ii.'0°'i+h:t:..4':�J�1S:13 '>•S+_J q'r..%i 3'4'B:TSL`4.Y,`tz..ilRF ,P.rl:n ".k,c l.`lF'a$,° tAW:"`T FA5ESUtulSub To W - 3D.00=, W,130 W-",7'sR+ :WD� 0800,v 'L° I =11-0(TO ''Va,'• 20h0.005§ �Aa .;O W fi 3L'<i3fi.001i> e Rw A.V:"."f'N E.4S.T..Dj IS. AVo� WW zSI:LV€LF.RS?IDtfHi.�' ;(:.i•�'+i:�itiy;r'-hdrsueix'I` a.MU* .TsLBEu'..R#rER�?YAA! xla�f6.00 W.-$S'. 4•;:s55002E z=. E3i.A5%6.(Wxl+.¢;S I+d.11.444400..W1N) 4.v: `ao-j:0OO../WOqU 1��,�" 1Ii �r't.�;442'iUOGGN5.:WWW!lINlNU TNE R�RDPU NORTHEND BTRILHYRD 0.00,.-" 0.W 0.00 252.W (OO1,..WWW1 c' . kxe.�il� h-LrEMAYs -`>'*a5S%+j^"SUnRButi:ruW. Unn Suh:ru zzI-W,�4 a0,00t � IT.0 W 2i2:0K?A ""A0.W 0.00 7fTOD,NORC'r NOR77END ORTIIOK DR UW 220W� IG.W 000000 O N WRPECT RD JAWEROR7Ifl8�KUR IERD (lgl 71010 :21.0 2I40I 0(81 UIq 4; 7%,W:i{2rr}°�vf°3i .a. r$ „ x"3i-'W':G;*l'•3 .tR.�1�w'w''(;7.:"*'<5 ;,Y7}•.c"z' a' •;i'i}�n7Unit SutiTu +„�'()Wf'4 .1 &c� 530 Wr..i. x?.,5f`JGW�^3; tw; „'2114:Wi•,'�{;' .Sx; "0001_ti;� x6�. ,.000'!4,^.»; x'?�BJ,OU�S yKX a yt"'•^S,Te 7 r �,"�'+�{• 'iM!M17TOTAL ,p,�+%� '>``h�.^w� €'°'i1'n k`�✓,k�,'r`y µe -"W` 3v`;52545 ,T„y Z:\Concrete\Bid DocumentslPhase IRConcrate Bid Teh.xls Page 2 of 2 SECTION 03000 DETAILS INDEX Curb and Gutter 701 Curb, Gutter, and Sidewalk D-6 Median (Island) Curbs 703 Standard Driveway Approach (I & II) 706 Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Drainage Under Sidewalk 709 Curb Inlet 4' Opening — Vertical Curb & Gutter D-7a, 7b Curb Inlet 4' Opening — Driveover Curb & Gutter D-8a, 8b Concrete Sidewalk Culvert D-12, 13 Area Inlet D-9a .Modified Type -13 Inlet 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 SECTION 00610 PERFORMANCE BOND Bond No. 590794 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Northstar Concrete, Inc. (Address) 1220 S. Garfield; Loveland, CO 80537 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) Inland Insurance Company (Address) P.O. Box 80468; Lincoln, NE 68501 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 Four Hundred Thirty -Seven Thousand, Eight Hundred Ninety -Six Dollars and 75/100ths ($437,896.75) 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 30th day of March, 2009, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6088 Concrete Maintenance Project Phase II. 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. ' Rev 07/08 Section 00610 Page 1 2'-6" 1 1/2"R. ,4 1 N 2"R Gutter edge may be a a tapered or battered. (Typical for all Curb & & Gutter Types) (° \ /r1"1Tt/1 A I 30" 1 18" 1 12" 1 4.5" 21 .75" 3.75" b." 5�3.63" 2 qR. 9" a. ° Q ° a ° ° G ROLL-OVER (LOVELAND) N r r- CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 701 F 00 LIMITS OF C & G i 14 IN, 17 IN. 3 FT. 9 IN. Zn (1.17 FT.) 0:� I \ (1.42 FT.) (3.75 FT.) 00 n ov� t 1/2 IN. D D FLOW 11 b D D LINE I D o a 4 IN. 1 n^^ 14 D' o n o T 6 IN. } p D \ 1 D 6 IN. D ~ e p o (0 I� n 18 IN. 18 IN. (1.5 FT.) (1.5 FT.)~ J DRIVE —OVER CURB, GUTTER AND SIDEWALK 2 FT 6 IN. 6 W.— WHERE WALK ADJOINS A CURB, IT SHALL BE CONSTRUCTED t/a 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. 2 IN. R D 6 IN. 1 D D D 6 IN. i 4 FT. MIN. di 12 IN.. m e � VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK EDGED SURFACE 1/8 IN. R. 4.43 FT. 3/4 IN. MIN. 1.18 FT. .58 FT. 2.67 FT. Ip _ .09 FT. TITTI bb--e "/SHIN: + 1 J_ a .> 11 FT, D .30 FT. p a IN. DUMMY JOINT D� INa FOR WALKS, o n 6 D COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE — FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL DATE: 11/13/00 UTILITIES CONSTRUCTION DETAILS D - 6 DRAWN BY: NBJ city of Rmt Collins 1 /8" TO 1 /4"R. 1.1 * o e 1"± 1/4" n e c 1"± 1/4" ° 1 1 /2" 3 ASPHALT OR * 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 ° a ° 60 w (D e , a W ° ° d e ROADWAY ° PAVEMENT ° n' P , 8" BARRIER CURB 6" MOUNTABLE CURB (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) Notes: a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. 1'_6" 1-1/2" 4-1/2" 1 1/2"R. 1-1 /2" TO 2" R. N a ° a a. OUT FALL CURB & GUTTER (FORT COLLINS ONLY) 1 /2" 1/2"R. 'TO 1 /4"R. MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 703 rmay X = Curb Transition Length W aught of Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" �ched Poach d Type I = With Detached Sidewalk peta Type II = With Attached Sidewalk \\k/ Refer to Chapter 25 for minimum removal dimensions. X PERSPECTIVE W = Width Ramp if necessary Right of Way line 00 Detached 1:12 Sidewalk max. �V �V �V N w w � d, •v •iv w } � E r N m I Attached E Sidewalk `V 1:12 max. 'IT 1:12 max. Back of curb FL 0 A B Lip ' TYPE I X=2' min. Driveway Width varies X=6_0" TYPE 11 w ..� EXPANSION ON z m1.12 JOINT t X)1:24 0 N �T` :• • � ' •• 7 c WALK SECTION B-B N NOTE: N.T.S. WALK Y m 1. Concrete driveway must be T!•.:. provided to the property line. 0 1:48 SLOPE • M 1 /4" PER FT. 1:12 (max) J. Expansion joint if drive 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 M " M M M = M M ® ® M ® M ® ® ® r --3 C/A d a �a� d y Z � d�C d � y�I > y C C/) "Cl vz o a� CA O z � x o a 3 •� C!1 r O z o z d o � "C t�7 C/) t= > O � � C If Concrete Driveway Flare Optional Expansion Joint (FC Only) ROW Curb � A/� — Driveway Detached 1:12� 00 B Sidewalk a �� MaxtSee �o'-See Note 6X Ca--------Y Parkway r NI X ee Note 6 rE See Note 4 Note 4 See Note 3 See Note 3 TYPE III A B TYPE IV FL DETACHED WALK ATTACHED WALK See Note 5 Ramp if walk continues on private property. Curb to retain Landscape if Necessary Sidewalk 1:48 SLOPE 1/4' PER Fr. 1:12 (rpm rL �`�, WALK SECTIONS A -A & B-B NOTES: 'V• I •Z:). 1 . 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. 6" Curb Height. 4. 0" Curb Height. 5. All of these pedestrian improvements must be in ROW or a pedestrian or public access easement. 6. Truncated Dome Warning Detection. DRIVEWAY WIDTHS CLASSIFICATION APPROACH MINIMUM MAXIMUM TYPE WIDTH WIDTH RESIDENTIAL: Single Family 9 1 or II 12' 24' * Multi Family 9 I, 11, III, or IV 24' 36' * * Commercial I, II, III, or IV 24' 36' * * Industrial 24' 36' • High volume driveways (Type III or IV) allowed for 350 or greater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shall be divided w/o median not less than 6' wide. Fz� 3 tZ azz za oo >a C/1 cn -3 �►. N t?7 t?7 M o a � [x7 `i' C/] o o a r� o z 0o C/) � o o Z o t7 a o � °D z c� ROADWAY WIDTH CONTROL JOINTS I { CONTROL JOINT REQUIRED FOR PANS OVER 40' A { LENGTH L WALK TRANSITION FROM C & G SECTION TO PAN SECTION, TYPICAL BOTH SIDES. 6' MINIMUM (LOCAL) 8' MINIMUM (COLLECTOR) 10' MINIMUM (ARTERIAL) Fd e^ 8" MIN. FOR RESIDENTIAL. USE CONCRETE PAVEMENT DESIGN + 1/2" FOR COLLECTOR & ARTERIALS. SECTION A -A NOTE: ALL INTERSECTIONS TO HAVE ACCESS RAMPS +—� — CONTROL JOINTS (TYP.) STOOL JOINT AT 10' O.C._ A TOOL JOINT DOWELL IF (for monolithic pour) COLD JOINT (See Standard Drawing 714) PLAN VIEW PARALLEL STREET CLASSIFICATION W CROSS PAN WIDTH LOVELAND DEPTH OF INVERT FT. COLLINS DEPTH OF INVERT d (MIN.) d (MAX.) d Arterial 10' 1 1 /4" 2 1 /2" 1 1 /2" Collector 8' 1 " 2" 1 1 /8" Local 6' 3/4" 1 1 /2" 7/8" ** 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. 0 O A X (Varies, See Plans Xmax=2.0') 1 1/4" L d (Varies, See Plans) TO-3 8 6„ E c SECTION B-B C 7 C (N U Attached 'E o Sidewalk U y a C g o Fo ii I ,low, Em 5/8" Rolled Steel Tread Plate (diamond pattern) Dimension Variable Notes: I 1 . Length of steel plate varies. 2. Chase and cover plate run from Right of Way line to flow line unless approved by the Engineer. With curb walk, cover plate extends from property line to top of walk face. Retaining Screws at -go. C 4'-0" or as Directed B —Detached Sidewalk PLAN VIEW L= 1 1/4" x 1 1/4" x 1/4" 1� G a 3" #4 Bar Welded at 12" on SECTION C-C center, Nelson Standard Anchor or equivalent. (typical both sides) 5/8" Rolled Steel Tread Plate _ 1/2" x 1" Flat Head Mach. — Screw Brass or Electro-galy. finish 12" on center (typical both sides) —Angle iron to be drilled and threaded to receive screw. —Concrete to be drilled to allow screw to extend into the concrete (typical both sides). COMBINATION CURB, GUTTER, AND SIDEWALK ELK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK ASTREE MER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING BAN AREA DRAWINGS T STANDARDS DATE: O4/01/O7 709. A 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVERBY MACLEAR OR APPROVED EQUAL. 3 FT. 5 FT. 6 IN. 3 FT.-6 IN. B 6 IN. T- 2 - I c 6 ' THICK 6 - DE WALL CTYP. BOTH SIDES) 6 IN.- 6 IN.� - J WARPED CURB 8 SEE DETAIL 'A' FLOW LINE GUTTER (TYP. BOTH SIDES) 4 FT. OPENING Il FT. z A PLAN VIEW 8 8.5 FLUSH WITH CURB FaCE� NTS 18 BAR 1 1/2 IN. R 18 IN. LONG 3 FT.-6 WARPED I/4 IN: a IN. LEG GUTTER 2 IN. NORMAL FLOW Lit 2 IN. 6 IN. MA /MIN. 4,1 6 IN. u5 BAR F •°. • �2:1 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT 4 o 2! a a 8 1 N. •° ° I a u 2! _ y o a • 4 IN. 1 o N N W p 1 1/4 IN. DIA. X 24 IN. GAL V. STEEL ROD - THREADED N W 2 FT. 4 FT.- 6 IN. I SECTION A -A I 4 FT. 3 FT.-6 11 DEPRESSED GUTTER WARPED GUTTER TOP OF GUTTER ALTERED FLOW LINE 6 IN. 6 IN. 1% SLOPE FOR DRAINAGE 3 1/2 IN. AT TOP. 'F 1/4 IN. 10 IN. EMBEDMENT 6 IN. ° 3 IN. X 3 IN. X 3/8 IN. ° PLATE SECTION B-B 6 IN. EXTEND CHANNEL 6 IN. TO OUTSIDE CURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL GENERAL NOTES 1. SEE D-7B FOR REINFORCEMENT. 5. HAP S SIDOF INLET SHALL BE SLOPE TO 3 IN. 2. FLOOR OF INLET SHALL BE SHAPED WITH RAD.-� IN. ADDITION CONCRETE TO FORM INVERT 6. EXPOSED STEEL SHALL BE GALVANIZED IN / TO PIPE CONNECTIONS. ACCORDANCE WITH AASHTO M-111. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL 'A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/19/02 D- 7A City of Fort Collins DRAWN BY: NBJ I u I I 1 MARK DIIA SPACING TYPE REO. LENGHT 401 8 IN. II 4 3 FT. 10 IN. 402 ` T 12 IN. I1I ■ 7 FT. 10 IN. 403 12 IN. IV 6 7 FT. 4 IN. 404 I/2 IN. 12 IN. II 14 ■ 4 12 IN. II IN3 FT. 2 IN. 406 12 IN. lI 4 ■ 407 2 9 FT. 0 IN. 408 12 IN. VII 4 3 FT. 4 IN. 501 5/8 IN.1 9 IN. 11 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. 11 I 4 FT. 8 IN. 503 5/8 IN. 9 IN. 11 1 9 FT. 0 IN. 4 5/8 IN. 6 IN. VIII 2 4 FT. 8 IN. 1 3/4 IN. - - l 8 FT. 10 IN. 8.5 L - - - l 5 FT. 0 IN. HOR 1/2 IN. 24 IN. - 2 I FT. 6 1N. 4 FT. 6 IN. LB 2 FT. A�_7 401 8 IN. O.C. --I ,_601 / 501 \ 9 IN ■■■■■�(-5' OF CURB '-FLOW LINE! DIA. HOLE IN CENTER __407 4os-) 3 FT. 5 FT. 3 FT. 11 IFT. Ar 1 F. 2 FT PLAN VIEW 2 FT. 1 4 T. - 6 IN. ANCHORS /601 "-•503 404— 407 ADD 1 (40AAR #4 BAR 402 r401 (3 IN CIR. l 12 IN. LAP \ 402J `-403 SECTION A -A NTS 5 FT. 2 FT. 1 FT. 402 i #4 ANCHORS NTS TABLE 1 BAR LIST FOR CURB INLET I TYPE II 404 402 LENWIT STRAIGHT 405 402 405 TYPE III 20 IN. •U. 54 IN. 403 SECTION B-B I I TYPE IV NTS u201N. .U. 8 IN. ■VARIBLE WITH HIGHT, REFER TO TABLE 2. �tk 6IN TYPE VII BENT 11 IN. TABLE 2 QUANITIES VARIBLES WITH HEIGHT TYPE VIII 30 IN. LOOP 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSION ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 1N. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. H LENGHT C.Y. LB. 402 405 404 406 CONC. STEEL 3 FT. 6 IN IO 6 3 FT. 2 IN.2 FT. 1 IN. 10 6 4 FT. 0 IN. 12 8 3 FT. 8 IN 2 FT. 7 IN. 12 8 4 FT. 6 IN 12 8 4 FT. 2 IN 3 FT. I IN. 12 8 5 FT. 0 IN 14 10 4 FT. 8 IN 3 FT. 7 IN. 14 10 5 FT. 6 IN 14 10 5 FT. 2 IN 4 FT. I IN. 14 10 6 FT. 0 IN. 16 12 5 FT. 8 IN.1 4 FT. 7 IN. 16 12 6 FT. 6 1N. 16 12 6 FT. 2 IN.5 FT. 11N. 16 12 7 FT. 0 IN. 18 1 14 6 FT. 8 IN. 5 FT. 7 IN. 18 14 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 FT. 1 1N. 18 14 8 FT. 6 1N. 20 l6 7 FT. 8 IN. 6 FT. 7 IN. 20 16 8 FT. 6 IN 20 16 8 FT. 2 IN.7 FT. 1 IN. 20 16 9 FT. 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 IN. 22 18 9 FT. 6 IN 22 22 9 FT. 2 IN.8 FT. 1 IN. 22 22 10 FT. 0 I 24 24 9 FT. 8 IN. 8 FT. 7 IN. 24 24 CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) APPROVED: DETAIL CITY OF FORT COLLINS STORM WATER DATE: 11 21 02 City orPorlCollim UTILITIES CONSTRUCTION DETAILS D-7B DRAWN BY: NBJ I 6 IN. STEEL DECK RING WITH A -10-1 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 3 FT. 5 FT- 2 FT. 4 FT.- 6 IN. 6 IN. 6 IN. 6 IN. 6 IN. THICK SIDEWAILL (TYP. BOTH SIDES) SEE CURB FACE ASSEMBLY DETAIL PACK OF ro URB 6 IN 6 IN MANHOLE B B RUNGS-12 IN. O.C. 1% SLOPE FOR DRAINAGE SEE DETAIL 'A' WARPED CURB & 4 FT. OPENING FLOW LINE 14 IN. GUTTER (TYP. BOTH SIDES) 6 IN. 7B 1 - 11 FT. SECTION A -A PLAN VIEW 8 C:8.5 FLUSH NTS WITH CURB FACE. #4 BAR 3 FT.-6 IN. _4FT. 3 FT­6 IN. 1 112 IN. R 8 IN. LONG WARPED DEPRESSED GUTTER WARPED 1/4 IN.-1 IN. LEG GUTTER GUTTER 2 IN. NORMAL FLOW LINE TOP OF GUTTER 2 IN. 6 IN. 4:1 6 IN. MAX/MIN. 77-77.77777 21 #5 BAR ALTERED 1 112 IN. PIPE SPACER o a FLOW LINE AND 1 1/4 IN. LOCK NUT 8 N. 6 IN. 6 IN. of 4 IN > I? C3 x 4 -: x 1% SLOPE FOR 1 1/4 IN. DIA. X 24 IN. GALV. ti DRAINAGE STEEL ROD - THREADED 3 112 IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT 6 IN. 3 IN. X 3 IN. X 3/8 IN. PLATE SECTION B-B 6 IN. EXTEND CHANNEL 6 IN. To OUTSIDE CURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL GENERAL NOTES 1. SEE D-8B FOR REINFORCEMENT. 5. TOP SLAB OF INLET SHALL BE SLOPE TO 3 IN. 2. FLOOR OF INLET SHALL BE SHAPED WITH MATCH SIDEWALK. SEE D-6. RAD.-.,I IN. ADDITION CONCRETE TO FORM INVERT 6. EXPOSED STEEL SHALL BE GALVANIZED IN TO PIPE CONNECTIONS. ACCORDANCE WITH AASHTO M-111. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL 'A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 11 /21/02 D-8A City of Fort Collin DRAWN BY: NB 1 1 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 1 time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. 1 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. 1 PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. 1 IN WITNESS each one of 20 09 . WHEREOF, this instrument is executed in three (3) counterparts, which shall be deemed an original, this 30th day of March , 1 IN PRESENCE OF: 1 Principal Northstar Con ete, Inc. ti l i� i ;r (Tit e ,'? �? 1220 S. Garfield; Loveland, CO 80537 (Address) '�maa�aa (Corporate Seal) 1 IN PRESENCE OF: Other Partners 1 By By: 1 IN PRESENCE OF: Surety Inland Insurance Company J By: Bur6rd, At t rney-in-Fact enny V80468; 1 By: P.O. BLincoln, NE 68501 (Address) 1 (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. 1 'If CONTRACTOR is ��ttenAreehF��,f Partnership, all partners should execute Bond. / F A � 1 Rev 07/08= ,Ya Section 00610 Page 2 1 rr'"1I l 1 LI I III _J I A 409 8 IN. O.C.-+I I+- I I 601 501 1 FT. 6 IN. 502 fw 91N. O.C. Z_ 1 r7 I B l M ♦L 61N. 0.� 504 03 12 IN.12IN. BACK OF CURB _ _ O _ 17 IN. I 14 FT.[HIOLE 'S WITH 1 1/2 IN. DIA OW LINE IN CE R T 1 412 3 FT. 5 FT. 3 FT. 11 FT. A PLAN VIEW NTS TABLE 1 BAR LIST FOR CURB INLET MARK DIA. O.C. TYPE Na LENGHT IN. SPACING REO'D 402 1 8 IN. lI 4 3 FT. 10 IN. 404 T I 12 IN. III ■ 7 FT. 10 IN. 406 12 IN. IV 6 7 FT 4 IN. 407 1/2 12 IN. II 14 ■ 409 12 IN. II ■ 3 FT. 2 IN. 410 12 IN, II 4 ■ 411 12 IN. II 2 9 FT. 0 IN. 4l2 12 IN. VII 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. II 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. II 1 4 FT. 8 IN 503 5/8 IN. 9 IN. II 1 9 FT. 0 IN. 504 5/8 IN. 6 IN. VIII 2 4 FT. 601 3/4 IN. - - 1 8 FT. 10 IN. 8 E 8.5 - - 1 5 FT. 0 IN. ANCHOR 1/2 IN. 24 IN. - 2 1 FT, 6 IN. IN. 'rlt�it�aiiJl SECTION A —A 1 FT 9 FT 5 FT 9 FT 1 FT �409 `#4 ANCHORS LL± OHT TYPE II Straight PE TYPE III U 54 IN 20IN. U. TYPE IV U 42 IN 20 IN. U. s IN TYPE VII ■ VARIBLE WITH HEIGHT, REFER TO TABLE 2. n:4 IN Bent TYPE VIII 301N. Loop 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSIONS ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. SECTION B—B TABLE 2 OUANTITIFS VARIARI F WITH HFIrHT H NO. REVD LENGHT C.Y. L8. 402 405 404 406 CONC. STEEL 3 FT. 6 IN. 10 6 3 FT. 2 IN. 2 FT. 1 IN. 2.5 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 2.6 230 4 FT. 6 IN. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 28 236 5 FT. 0 IN. 14 10 4 FT. 8 IN. 3 FT. 7 IN. 7-9 236 5 FT. 6 IN. 14 10 5 FT 2 IN. 4 FT. 1 IN. 3.1 262 6 FT. 0 IN. 18 12 5 FT. 8 IN. 4 FT. 7 IN. 3.2 282 8 FT. 6 IN. 16 12 6 FT. 2 IN. 5 FT. 1 IN. 3.4 288 7 FT. 0 IN. 18 14 6 FT. 8 IN. 5 FT. 7 IN. 3.5 306 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 3. 314 8 FT. 6 IN. 20 16 8 FT. 2 IN. 7 FT. 1 IN. 4.0 340 9 FT. 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 IN. 4.1 360 9 FT. 6 IN. 22 18 9 FT. 2 IN. 8 FT, 1 IN. 4.3 366 10 FT. 0 IN. 24 20 9 FT 8 IN. 8 FT. 7 IN. 4.4 386 CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT) APPROVED: DETAIL CITY OF FORT COLLINS STORM WA TER DATE: 11/25/02 UTILITIES CONSTRUCTION DETAILS D-8B Citp of Forl Cdlins DRAWN BY: NBJ A-7 EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 3 fT. 6 IN. 6p4 BARS /-AT Il IN. D.C. I T. \! i C 9 IN. �l 6 IN. THICK I 5 05 BARS AT SIDEWALK 9 IN. O.C. (TYP.) 4 FT. 6 IN. 1 FT. I 2 a5 BARS AT B ITyp) 6 IN. O.C. BACK OF CURB 6 IN. / 0 SEE DETAIL ,'A• 11 IN. FLOWLINE 2 FT L12 p4 BARS AT WARPED CURB 6 IN. O.C. GUTTER (TYP.) FT. 6 IN. 4 FT. OPENING 3 FT. 6 IN. 11 FT. A--] DETAIL "B" IN N 6 8C 8.5 FLUSH WITH CURB FACE 2 IN. 2 IN- � Q 6 IN. L 3 IN. X 3 IN. X 3/8 IN. PLATE J J 8C 8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER — EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. ---, DETAIL "A" FT. 0 IN. 5 FT. 6 IN. SEE DETAIL "B• q4 BARS < 6 IN. #5 BARS 8 1/2 IN. 1% SLOPE //4 BAR v 6 IN. 1 1/2 IN. R 18 IN. LONG `#4 BARS _T /4 IN.-1 IN. LEG #4 BARS-12 IN. O.CT T BOTH WAYS 1 SECTION A -A 6 IN. g5BAR _ 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. • 1 t WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER /PE AND2 IN. PISPACER 11/4 IN. LOCK NUT ,-TOP OF CURB 2 IN 1 1/4 IN. DIA. X 24 IN. GALV. 3 IN STEEL ROD — THREADED -------------- -- --_ -- 3 1/2 IN. AT TOP. T NORMAL LTERED I FLOW LINE FLOW LINE .a �+ 6 IN, SECTION B-B (REINFORCEMENT NOT SHOWN) 6 IN. 11 FT. 0 IN. DETAIL "B" I FT. GENERAL NOTES: x 4 BARS 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. ADD I y 4 BARS ADD I- 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 ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP �@ 4 BARS-12 IN. O.C. SLAB AND BASE. BOTHWAYS 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C-C REINFORCEMENT IN TOP SLAB SHALL BE 1 112 IN CLEAR. CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS 9/00 /ATE: 12Y: 12 Cily of Porl Collina DRAWN BY: BJ NBJ A-7 EXTEND WALK I FT. BEYOND NORMAL BACK OF WALK.------- T. 3 F 6 IN. 6#4 BARS AT 11 IN. O.C. I FT. c 9 IN. 5 #5 BARS AT c 6 IN. THICK SIDEWALK 9 IN. O.C. 8C8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER - EXTEND CHANNEL TO L (TYP.) OUTSIDE EDGE OF WALL, 6 IN. WALL 4 FT. 6 IN.­ 1 FT. 2 #5 BARS AT B (TYP7, 6 IN. O.C. B IN. AAD. T_ L 0 PACK OF CURB—, SEE DETAIL 'A' 8 IN. DETAIL "A" 17.IN FLOWLINE 141INI 14 .. S WARPED CURB & I, IN. O.C. GUTTER (TYP.) 3 FT. 6 IN. 4 FT.OPENING 3 FT. 6 IN. — 2 FT. 5 FT. 6 IN. It FT, _0_IN ,—SEE DETAIL 'B" #4 BARS A 6 IN. DETAIL "B" 6 IN. - #5 BARS 8 1/2 IN. - SLOPE----- 1% SLOPE 6 I IN. SC 8.5 FLUSH-----? #4 BARS WITH CURB FACE 1 1/2 IN. R #4 BAR IN . LONG #4 BARS-12 IN. D.C. 4 IN-1 IN LEG IZ18 i BOTHWAYS SECTION A -A 2 IN.► 1> 2 IN. 4:1/ 6 IN. 6 IN. 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. 2: 5 B� # BAR WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER J Q I ---TOP OF CURB 'I lj2 IN. SPACER PIPE AND 1 1/4 N. LOCI NUT: : 8 1 N.'� 1 1/4 IN. DIA. X 24 IN. GALV. z 1 IN. STEEL ROD - THREADED 3 1/2 IN. AT TOP. NORMAL-' -1 3 1/4 N AL TE FLOW LINE FLREDLINE OW 3,,IN SECTION B-B 6 IN. 4 IN. (REINFORCEMENT NOT SHOWN) 3 IN. X 3 IN. X 3/8 IN./ PLATE 6 IN DETAIL "B" 11 FT. 0 IN. 1 FT. GENERAL NOTESi # 4 BARS # 5 BARS I. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. ADD I # 4 BARS_ ADD I # 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 1/2 IN. F MATCH SIDEWALK. SEE D-6. j 3. EXPOSED STEEL SHALL BE GALVANIZED INel ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. # 4 BARS-12 IN. D.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL BOTHWAYS BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C-C REINFORCEMENT IN TOP SLAB SHALL BE 1 112 IN CLEAR. CONCRETE CULVERT FOR DRIVE —OVER CURB, GUTTER AND WALK APPROVED: DETAIL ASN CITY OF FORT COLLINS STORM WATER UTILITIES CONSTRUCTION DETAILS DATE- 12/20/00 D-13 as d FM DRAWN BY: NBJ 0. 12 GRATE AND FRAME BY I oCLEAR OR APPROVED EQUAL. PLAN VIEW 35 3/4 IN. 28 1 /4 IN. 6 IN. 23 3/4 IN. 6 IN. 16 1 /4 IN. INLET GRATES IN. CIR. O.F. 2 IN. CIR L.F, /4 BAR UNCKL IL l \ �_ _ PIPE O.D. 'I 3 IN. CIR. O.F. /4 O 12 IN. }�IK iq •. 12 IN. ..R. . / \ 2 IN. CIR L.F. FLOW LINE OF �. ,I CTRS. (TYP.) •i, LAP '- a CTRs. 1 TYP. ( ) INLET AND n CONCRETE PIPE CONDUIT H I(I Q • SLOPE FOR s �a •�• 14 DRAINAGE 12 IN. NA%. I F STEP SPACING I ` 'e L� e• —'— _ 14 IN. 6 IN. TYPICAL WALLS lj4 O 12 IN. CTRS. AND FLOOR SECTION A -A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) SECTION B-B AREA INLET /5a%CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/8/00 D g A City of Fort Collin DRAWN BY: NBJ m m m M� m m "on r m m m m m m m m� NQ F1ATF RFVICIf1NC 24" t F— 10 —I 2-1 TRANS. L- - ----- ------ �' —24'�_ j 1 i ; 660 ' .. L I SEE I GROUT fu / IT 5" - �, 3'-3 "RAIL t�i j EMBED EQUAL HlM t LENGTH /N j NO FLANGE i I , .I '__; I i' BOTH WALLS p� r #4 0 12 „ OC ; • VARIES ---------------_.____ ____ I WE PLANS 5• .1 Lr I 1 1 23 1/4" SEE NOTE 5 22 3/8" NOTES. I i ADJ. 9" 1-1 t t / 16' TYP. 2" 5. /. ALL rrvf L,r NLerS SHALL. er CONSLRUCAM WN AN A0VUSrA&E CURB ear. t 3 a TYP TO 12 t/2" —I I— / " I _!-1?. RARAIM MAWFRAME AND AG"R i5 DAND U=JE iasosA - neATV fiS M cove ANO R i : - — i BY " NGWE S&M IRAYC ANO ORAr[ er OINCA YAN(NACTORCRS Y!/Sr of AiPe0YC0 % _ �� \V` —� er rNc eNcwece awcw ro use Lj� S. IMM RLLvrowCM Nro SIOCWALA' SCMON A MMMUY cr W OKW NO S"WALK nro of vucLn. fxreNO R[LNFaKOW Nro BACK WALL OF Nor REMA D CUM FRAME 120 1/2• 11 /. ALL MET SORTS SHALL of CAST /N PLAC! CaWfi r£ UNLESS Ond*WSf AUnawzrODer LNf fNCM77f P. C74' S. *79W BARS A" roof SPMm MNNUM SAXE LEWIN =Le• 38 1/2" --I 8 " 30 " I 8 " I NOTE: t. TOTAL OPEN AREA IS 336 SQUARE INCHES. Type 13 Inlet STANDARD NUMBER Detail Type 13 — A City of Fort Collins CITY OF FORT COLLINS, C O L O R A D O APPROVED: ENGINEERING DEPARTMENT REVIEWED: 3 1 Concrete Alley Border I R.O.W. (TYP.) 4 ) Walk Parkway Truncated Dome Warning Detection Drive -Over or Vertical Curb & Gutter i /�10'X10. 101X10' SIGHT Construction Joint SIGHT Curb AREA AREA 0" Curb N 1:12 0 8" minimum thick 11212 concrete Walk 0" Curb T x Truncated Dome 6" Curb Parkway T Vertical Warning Detection — — — — — — — — — — — — — 6" Curb Ft6" Curb STREET ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley FL Concrete 11 j Alley Drainage Inlet or Other Drainage Collection R.O.W. System shall be designed (TYP.) jk for 2 year storm minimum. / \ 101X10' 10'X10' SIGHT / / / ` \ \ SIGHT AREA AREA minimum thick 1:24Walk Walk � conc" 18" A410v8" Curb r x �" Curb Parkway k0" Parkway 6" Curb Ft 6" Curb Truncated Dome See Tables 8-1 & Warning Detection 8-2 For Radii STREET Requirements ALLEY W/ CENTER DRAINAGE Drainage May Not Cross the Walk Unless The Water is Sheet Flow and does not interfere with pedestrian use of walk. ALLEY INTERSECTIONS LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 803 Slope up to match finished pavement Depress ring 1 /4" to 5/8" below adjacent finished street grade Straight cut around ring Cover Final asphalt lift, overlay or grade adjustment m E Concrete grade ring to match slope or finished grade Shim / Grout Existing base course Grade ring Support with Steel Shims and pack with High Strength Manhole Grout NOTE: 1. Grout shall be a mixture of 100 Ibs Grout mix, 26 Ibs water (3.12 Gal), and 100 Ibs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION. REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1201 Detached Sidewalk Attached Sidewalk T.C. 6'-0' F.L. Min. LIP 8" Commercial 6" Residential 1 /2" Expansion Joint Material 1 /2" Expansion Joint Material DETACHED ATTACHED 6" SIDEWALK `: DRIVEWAY 'SIDEWALK SECTION A -A All Sidewalk Thickness Shall Be 6" minimum. NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. 706 & 707. 3. This detail applies to Residential & Commercial driveways. STANDARD SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 1601 Slope sidewalk to curb 1 /4" per foot. a a ° 0 8 e 4 Q 4 4 NOTE: Construct sidewalk with joints at 10' intervals 4 ° and aligned with scoring on curb. 4 ° ° o e 0 d ° e ° ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL . ° R 1/8" 1/4 SLAB THICKN9SS e4 4 WEAKENED PLANE JOINT 1 /2' Expansion Joint material ° 4 R 1 /4' 1 /4" ° e ° 4 d o e e ° e 4 ° 1 /2" e e e 4e INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT r- SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1602 (Radius varies) 2 � o Curb to retain Transition ground behind the back of walk m 6 Truncated Dome walk, if needed. (tYP•) Warning Detection ti �F Wood float Q' finish thru s ramp � � f Walk Curb Gutter Broom finish Wood float finish thru ramp Walk Broom finish Curb Gutter i 5�0 0 CORNER LOCATION Curb (optional) Only if needed Transition back of walk (typ.) ,op _ I , 1 12 ( Broom finish ;lope of Slope 6' 5' 1 6' Truncated Dome (min.) 1 1(min.) Warning Detection MID -BLOCK LOCATION at the corners of the truncated dome warning 2'-0" 6" truncated dome warning a) detection c 1:25** slope (max.) 2 n b CO LL SECTION A -A NOTES: 1. * 6" Thickness applies to entire ramp area. 2. ** 1':25 Unless'a landing behind ramp (then ramp can be 1:12 with 1 :20 on the truncated dome warning.) 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. See CONST. DWG. 1614, 1615 and 1616 for Loveland. ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1603 I 1 1 1 1 1 SECTION 00615 PAYMENT BOND Bond No. 590794 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Northstar Concrete, Inc. (Address) 1220 S. Garfield; Loveland, CO 80537 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and ( Firm) Inland Insurance Company (Address) P.O. Box 80468; Lincoln, NE 68501 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 penal SUM Of Four Hundred Thirty -Seven Thousand, Eight Hundred Ninety -Six Dollars and 75/100ths ($437,896.75Ji n 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 30th day of March, 2009, a copy of which is hereto attached and made a part hereof for the performance of ' The City of Fort Collins project, 6088 Concrete Maintenance Project Phase II. 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. G 1 I Rev 07/08 Section 00615 Page 1 ARTERIAL 0 c co c_ ROW Line 9j ON ARTERIAL / COLLECTOR 2 J Q CE R=6' Lu �p H Q 6 I 9� js J Q ROW Line 10' 6' Fw— 10' 5' (min.) Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radius > 35' DETACHED WALK / INTERSECTION DETAIL ASTREE MER COUNTY CONSTRUCTION REVISION NO: DRAWING BAN AREA DRAWINGS T STANDARDS DATE: 08/07/00 1604 Note: Use of this detail requires special approval in Fort Collins by the Local Entity Engineer. r- DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1605 1.5' TRANSITION A 0.5' TYP.� 1.5' TRANSITION ..-.._..- O �..-..-.. W W W 0 0 0 0 0 W W W W 000000000 2' 000000000 W W W W W 000000000 CURB /•' W W W W W W W W W W W W W W W W Flared I W W W W W W Option W W W W W W W W W Truncated Dome W W W W W Warning Detection W W WFLARE OPTION W W W W DOOO W W W W W W W 0000 A 0000 0 o Truncated Dome 4' MIN. I 00.0 Warning Detection 1" It. Max 0000 6" CURB 0p0p� 0" CURB 0000 0 0 _ CURB OPTION k , Y CURB t-6" or as specified 1; 25 slope (max.) FL f. f PE MAX. �FLOWLINE STANDARD GRAY CONCRETE �LIP 6' 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 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE, SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER, 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE -ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) aLARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1606 � C � Cf) x1 a ZMO aaz t7 t= Cn 3 r M Cn ^O l 1 c z t>-r n O ►--3 z � C� 3 y O z � � o Z Cr7 O C%1 o y I� d � Z Varies Varies 20 slope 1:12 MAX Slope l Gutter T Apron 0.5' Trucated Dome g warning Panel Section A -A NTS Note: 1. Set ramp slopes using the center of the ramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer, prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel material will be provided upon request. 3. Each ramp shall align perpendicular to the street in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing. 5. Construct the ramps and walk so the corner area all drains to the street. LEGEND: BOC- Back of curb l; - Property Line PT - Point of Tangency Truncated Dome Warninc Detection Plan Locations Truncated dome panels: 1-25 - 1-25 R15. 5'-6" BOC to walk w/ vertical curb fL & Back of Walk 5'-7" BOC to walk w/ drive over curb F 4,5' Conc. Sidewalk Area to be landscaped 1 R1 m CO O 6 0 Flowline U PT of Walk n Truncated dome r warning detection �— ho PT of curb return z c. Flare Con 6' ao O 4.5' z A Conc. Flare � LA� 1.5' 1 1.5' PLAN VIEW NTS 120 r m M M MMMMM MMMM M M r MMM M M M M M M M M M M M M IM IM Ml M M M FC! 1 M M Z >�a a y O O �C/) � C O z � d C1I O z a O Z � O o � a r--� = C/) a O 2 A d� iv Flare ti Ramp Flare o°o°o°o°°° 0,0 0 0o0o0 2'-�" o Panels ° O c Panel b ° 00 0:)0000 °°° rA BOC Curb Gutter Or Foos Apron A L Case 1-Directional Ramps Gutter or Apron Varies Varies — jISope 1:12 MAX Slope i Case 2-Non-Directional Ramps Panels embedded in the 3 concrete ramps aLL Section A -A (Center line of ramp) NTS Ramp d Flare N Flare T 2'-0" 0°0°0000°0°o o PanelsD°o`Panels)° BOC o"0"0°0"0"0° n 0 0-0 0 0 o ;urb rD Case 3-Mid-Block Ramos r Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or IL z Ramp Panel Width O Width:Combinations: 4.5' 2'+2.5' z 5.0' 2.5'+2.5' 6.0' 2'+2'+2' 7.0' 2.5'+2'+2.5' 8.0' 2'+2'+2'+2' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. t-Center fine of ramp BOC -Back of Curb FOC -Face of Curb L-Flow line 4' Min. Flat Rest Area 4" Min. 1112 MAX 1:12M X r Show street surface SECTION A -A Minimum area of nose island 50 ft2 Truncated Dome Warning Detection (tYp•) A Min. 4' A e 6' Stop Bar at Min. traffic signals Sidewalk width shall conform to width requirements for the street classification NOTES: 1. No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shall be in line with cross walks. 3. Crosswalk to line up with ramp & Refuge Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1608 1 1 1 1 4'-0" (Min. Width) Sidewalk Addition Existing Sidewalk � C 8" min. 2" (min.) ADDITION TO EXISTING SIDEWALK NOTES: 1. New walk additions shall be placed to the same line and grade as the existing walk. 2. Match transverse tooled joints to existing tooled joints. TOOL JOINT FOR WALKS NOTES: 1. Joint shall be cut 1 /4 thickness of initial concrete; tool joint for walks. SIDEWALK WIDENING DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 2501 STATIONING SHALL BE STAMPED AT 500' INTERVALS ON EACH OUTSIDE MAINLINE SHOULDER AS SHOWN TYPICAL© AND© JOINT SPACING i — 15' 2 max —15'— r —� 24 r12 BRIDGE C SHOUI ER C C C C C C C 4 APPROACH 15' — (— SLAB 3 SEE BRIDGE TIE BARS 78"CTRS. HIGH PUNS FOR 12, 3D• NUMERALS DETAILS OF SLAB AND 15• CTRS. DINT , IF�:Im GENERAL NOTES 1, THIS STANDARD PLAN DOES NOT APPLY TO THIN CONCRETE OVERLAYS (WHITETOPPING). 2. LOCATE TQ JOINT AT A © JOINT OR A MINIMUM OF 2 FT. FROM A © JOINT. 3. THIS JOINT LAYOUT SHALL BE USED AS A STANDARD FOR THE JOINT LAYOUT FOR THE PROJECT. IF THE CONTRACTOR PROPOSES VARIATIONS FROM THIS STANDARD OR THE PROJECT HAS UNUSUAL OR IRREGULAR CONDITIONS NOT COVERED HEREIN, THE CONTRACTOR SHALL PREPARE A PAVEMENT JOINT LAYOUT FOR APPROVAL BY THE ENGINEER, SLABS 14 FT. IN WIDTH SHALL BE CONSTRUCTED ONLY WHERE DESIGNATED ON THE PLANS. C WHEN A CONTINUOUS WIDTH OF PAVEMENT Is POURED WIDER THAN 40 FT., THE JOINT NEAREST THE CENTERLINE SHALL BE AN UNTIED O JOINT. 5. ON 4 LANE DIVIDED HIGHWAYS, THE 2 LINE DIRECTIONAL PAVEMENT AND BOTH SHOULDERS SHALL BE PLACED WITH (D LONGITUDINAL SAWED CONTRACTION JOINTS. 6. ON VARIABLE WIDTH SLABS, THE 2 FT. OR 4 FT, END OF SLAB WIDTH DIMENSION MAY VARY i6 INCHES. 7. ( TO BE USED WHEN TRAFFIC LANE IS ADDED SEPARATELY OR FOR TAPERS OR SPEED CHANGE LANES, ALTERNATIVE T I LL NGITUDINAL JOINT LOCATIONS AT SPEED CHANGE LANE MAY BE USED IF APPROVED. TYPICAL JOINT LAYOUT FOR DIRECTION OF TRAVEL JOINT LEGEND CONCRETE ROADWAY WITH CONCRETE SHOULDERS (SEE SHEET 5 FOR JOINT DETAILS) C SHOULDER A A uHORIZ.42 t-2 78 14'HORIZ. INCHES FROM EDGE OF SHOULDER 2 TRAFFIC FLOW TRANSLATIONIso 'L ''' ���---T/2 VERTICAL i/RTICAL SKEW - 13e 126 o DOWELS so IO2 54 t 2' 2 SKEW T IS PAVEMENT THICKNESS FROM PLANS c 6 c SHOULDER PLAN VIEW SECTION A —A SECTION A —A SHOWING HORIZ.. HORIZ. TRANSLATION, SHOWING VERTICAL TOLERANCE SHOWING VERTICAL SKEW TOLERANCE DOWEL BAR DETAIL AND HORIZ. SKEW TOLERANCES � FOR IUt;1 JOINT WITH 14 FT. AND 12 FT. LANES DETAILS ILLUSTRATING DOWEL PLACEMENT TOLERANCES SEE SUBSECTION 412.13(E)2 FOR ALLOWED TOLERANCE VALUES. ALTERNATIVE \ TIE BARS30. CTRS DIMENSIONS (SEE NOTE 3) 1 1 94" (D RURAL TWO—LANE TRANSVERSE CONTRACTION — LONGITUDINAL CONSTRUCTION DOWELED TRANSVERSE CONTRACTION L E LONGITUDINAL CONSTRUCTION OR LONGITUDINAL CONTRACTION TRANSVERSE CONSTRUCTION TIE BARS 30• CTRS MULTI —LANE WITH SPEED CHANGE LANE AND CONCRETE SHOULDERS AND SPEED CHANGE DIMENSIONING FOR ONLY. SEE PLANS TRIPING LOCATIONS. a RAMP AND SPEED CHANGE ,,,,,RAMP DIMENSIONING FOR JOINTS ONLY. SEE PLANS i3. FOR STRIPING LOCATIONS. ALTERNATIVE 5' DIMENSIONS (SEE NOTE 3) C SHOULDER OULDER DC 74' OR 12' DC 2' 2' OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGLE LANE SPEED CHANGE LANE Computer File Information Sheet Revisions Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Creation Dote: 07/04/06 Initials: SJR ® Date: Comments 420' East Arkansas Avenue . Last Modification Date: 07/04/06 Initials: LTA ® DOT Denver, Colorodo 80222 O ��_ Phone: 303 757-9083 PAVEMENT JOINTS M-412-1 gn pport/ Full Polh: www.dol.state.co.us/Desi Su Fax: (303) 757-9820 Drawing File Name: 472070105 Project Development Branch SRJ/LTA Issued By: Project Development Branch on July 04, 2006 Sheet No. I of 5 CAD Ve, MicroStotion V8 Scale: Not to Scole Units: English r M M= M M M M M M M M r M r M M M M JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) ---U TRANSVERSE CONTRACTION /1 v LONGITUDINAL CONSTRUCTION .� DOWELED TRANSVERSE CONTRACTION L E LONGITUDINAL CONSTRUCTION LONGITUD CR ONTRACTIONINAL TRANSVERSE CONSTRUCTION J a MULTI —LANE WITH ACCELERATION AND DECELERATION LANES AND CONCRETE SHOULDER OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGLE LANE ACCELERATION AND DECELERATION LAN ALTERNATIVE DIMENSIONS (SEE NOTE 3) L SHOULDER t4' OR 12' 12' 12' Computer File Information ® Sheet Revisions Colorodo Deportment of Tronsportotion 4201 East Arkansas Avenue o�T Denver, Colorado 60222 R Phone: (303) 757—g083 Fax: (303) 757-9820 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Dole: Initials: SIR Dale: Comments n Dote: Last Modification Dote: 07/04/06 Initials: LTA M-412-1 Full Path: ,,.dot.stote.co.us/DesignSuppo,t/ Drawing File Nome: 412010205.dwg Issued By Project Development Branch on July 04, 2006 Sheet No. 2 of 5 CAD Ver.: MicroSlotion V8 Scale: Not to scale Units: English r O I I I I I I I I I I I 2' TYP. I I OPEN CENTER CLOSED CENTER CUL—DE—SAC JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) \ A EXPANSION TRANSVERSE C CONTRACTION _ LONGITUDINAL CONSTRUCTION DOWELED TRANSVERSE CONTRACTION - LONGITUDINAL L`J CONTRACTION LONGITUDINAL L CONSTRUCTION T TRANSVERSE CONSTRUCTION NOTES I. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HAVE A MAXIMUM SPACING OF 12 FT.-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB AND GUTTER). 2, CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR CURB AND GUTTER. 'k 3. PLACE % IN. MIN. EXPANSION JOINT FILLER IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. 4. THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON THE PUNS, SELECT AND USE A BOND BREAKER AT INLETS, MANHOLES AND SIMILAR SIZE STRUCTURES, SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES SHALL NOT REQUIRE A BOND BREAKER. 5, WHERE A LONGITUDINAL JOINT PASSES LESS THAN 1 FT. FROM A CAST -IN -PAVEMENT MANHOLE OR SIMILAR SIZE STRUCTURE, A TYPICAL 2 FT. RADIAL JOINT, AS SHOWN IN THE DETAILS, SHALL BE USED. 6. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST 4 FT, AWAY FROM THE EDGE OF CIRCULAR MANHOLES. SEE CURB INLET BO%OUT DETAIL ON SHEET 5. INLET PERMISSIBLE ALTERNATIVE OR JOINTS WITH JOINT IS NOT REQUIRED IF CURB AND MANHOLE SMALL RADII < 16' GUTTER IS POURED MONOLITHICALLY WITH ADJACENT LANE. O MINIMUM �8' 12' MAX., CONC. 6" THICK OR LESS 2' } 6" IYP.� I$' MAX., CONC. OVER 6" THICK A A I SHOWS SHOWS CURB INLET BOXOUT INLET OR MANHOLE DC CURB AND GUTTER INTEGRAL * (SEE DETAIL ON * D * CURB * E MIN r SHEET 5) D D T 12' 6" MAX. E DC O E 0 2 TYP - E 0 E * * # C OC CURB INLET BOXOUT 2' * 6" D L L (SEE DETAIL ON * TTP V2EXPANSION 2' t 6" TYP. SHEET 5) * INTEGRAL JOEN 'k E ROUNDING OF ANGLE BY CURB INLET OR FORMING OR SLIPFORM PAVING MANHOLE PERMISSIBLE. MAY BE ALIGNED WITH A FRONT OR BACK OF HMA PAVEMENT CURB. HMA PAVEMENT TYPICAL CURBED PAVEMENT JOINT LAYOUT Computer File Information ® ®� Sheet Revisions Colorado Deportment of Transportation 4201 East Arkansas Avenue DOT Denver, Colorado 80222 ( ) �� Phone: 3) 757-9DB3 Fox: (303) 757-9820 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Date: 07/04/06 Initials: SJR Date: Comments Lost Modification Date: 07/04/06 Initials: LTA M-412-1 Full Poth: www.dat.slate.ca.us Desi Support 9n PP , Drawing File Name: 412010305.dwg Issued By: Project Development Branch on July 04, 2006 Sheet No. 3 of 5 CAD Ver.: MicroStation V8 Scale. Not to Scole Units: English 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. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 30th day of March , 20 09 . 1 IN PRESENCE OF: Principal Northstar Concrete, Inc. �-' P,— ca-�- By: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: L k (Surety Seal) (Tjtl�) 1220 S. GarfielccrLoveland, Co 80537 (Address) Other Partners Surety Inland Insurance Company By : rw Y u,—, Pebny R�rkard, Attorney -in -Fact By: P.O. Box 80468; Lincoln, NE 68501 (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. cr 'u`OQ�CC��41 r.+p��r59rr r/F,�r,. �F�e -i 7�, , . VA3 .s Rev 07t08 ''a,"f °m a°-••''y?``` Section 00615 Page 2 M M M M M M M r M M M M M M M M M M M JOINT LEGEND NOTES (SEE SHEET 5 FOR JOINT DETAILS) I. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HAVE MAXIMUM SPACING �^ EXPANSION OF 12 FT.-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB AND GUTTER). 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR C TRANSVERSE CURB AND GUTTER. CONTRACTION # 3. PLACE % IN. MIN. EXPANSION JOINT FILLER IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. LONGITUDINAL CONSTRUCTION 4. THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON THE PLANS, SELECT AND USE A BOND BREAKER AT INLETS, MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES DOWELED TRANSVERSE DO NOT REOUIRE A BOND BREAKER. CONTRACTION 5. WHERE A LONGITUDINAL JOINT WOULD PASS LESS THAN I FT. FROM A CAST -IN -PAVEMENT MANHOLE OR SIMILAR SIZE LONGITUDINAL STRUCTURE, A TYPICAL 2 FT. RADIAL JOINT, AS SHOWN IN THE DETAILS, SHALL BE USED. U CONTRACTION 6. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST LONGITUDINAL 4 FT. AWAY FROM THE EDGE of CIRCULAR MANHOLES. SEE CURB INLET BO%OUT DETAIL ON SHEET 5. CONSTRUCTION T TRANSVERSE # # CONSTRUCTION A D OR OE SHOWS DC LID-1CURB AND 1GUTTER SHOULDER 2' L 2' T H! . .... . C # # AN EXTRA JOINT SHALL BE PLACED HERE (TYP.), WHEN THERE SHOULDIER D AN E%IRA SHALL BE PLACED HERE (ttP.), WHEN THERE C IS MORE THAN A 12 FT. GAP BETWEEN A JOINT LOCATED AT A AN IS MORE THRAN A 12 FT. GAP BETWEEN A JOINT LOCATED AT C # # — CURB BREAK POINT AND THE PREVIOUS JOINT SHOULDER A CURB BREAK POINT AND THE PREVIOUS JOINT # # CURB BREAK POINT` CURB BREAK POINT 12' � L 12' SHOULDER # # C # # # # EXPANSION MATERIAL AT C SHOWS C BREAK IN'CURB ALIGNMENT (TYP.) CURB AND GUTTER D OR OE HMA PAVEMENT MULTI —LANE INTERSECTION WITH SPEED CHANGE LANE AND CONCRETE SHOULDERC Computer Pile Information ® - ® Sheet Revisions Colorado Deportment of Transportation 4201 East Arkansas Avenue °T De°°er' Galaretla 80222 �� Phone: 303 757-9083 ( ) �; �,� Fox: (303) 757-9820 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Dole: 07/04/06 Initials: SJR Dale: Comments Last cali.d Dote: 07/04/De nitort LTA M-412-1 PatModh: Full Path: www.tlot. state.co.us Desi nSu / pport/ Growing File Name: 412010a05.tlwq Issued By. Project Development Branch on July 04, 2006 Sheet No. 4 of 5 CAD Ver.: Mi—Station V8 Scale: Not to Scale Units: English APPROACH 1J CONCRETE SLAB JOINT I_ _I ROADWAY SLAB ° .. 12• T SEE BRIDGE P AN FOR DESIGN }' 5' BRIDGE APPROACH V..' BELOW SURFACE �' / Y• r- $ILICONT SEgLANr T Lq PREFORMED JOINT MATERIAL ' EXPANSION JOINT I 4 L • TRANSVERSE CONTRACTION JOINT (TRANSVERSE WEAKENED PLANE JOINT) ° 1 S 15 • •I;.. T1 LT• CTRS, T/2 NE BARS. .. L o LONGITUDINAL CONTRACTION JOINT (LONGITUDINAL WEAKENED PLANE JOINT) THE TRANSVERSE JOINT IN \ MONOLITHIC CURB AND CUTTER SHALL BE SAWED TO THE SAME DEPTH AS THE PAVEMENT. BOTTOM OF SAW CUT l" -/2 .• TL I V'" 1-1 2 V2 LONGITUDINAL CONSTRUCTION JOINT 4 USE ONLY IF T 2 8 IN. FORM ONLY FEMALE KEYWAY _ A KEYWAY IS ALLOWED TO ° 30"CTRS. FACILITATE USE OF 8ENT •°• �—TIE BAR GRADE 40 TIE BARS OR15* T APPROVED TWO PIECE T IS IS CONNECTORS °��� T/2 ••18• CTRS. a T/2 LTIE BARS LONGITUDINAL TRANSVERSE CONSTRUCTION JOINT CONSTRUCTION JOINT JOINT SEALANT - JOINT SEALANT i SEE DOWEL SPACING IN TRAVEL LANES �+i° ON THE PLANS. T i T/2 RIGID WELDED ASSEMBLY DOWELED TRANSVERSE CONTRACTION JOINT f X' :I MIN,• Y4` • I Jae l�5• T %_ DIA. BACKER ROD l • }/g' OLA. BACKER ROO SEAL AT `� SHALL BE OAT FOR LONGITUDINAL JOINTS CONSTRUCTION JOINT ALONG SLABS 14 FT. IN WIDTH, SAWED JOINT ♦+ +T • a 1 w • ° LONGITUDINAL CONSTRUCTION JOINT * • USE ONLY IF T < 8 IN. NOTE PAVEMENT THICKNESS (T), SHALL BE AS SHOWN ON THE PLANS. PAVEMENT THICKNESS (T) TIE BAR SIZE DOWEL BAR DIAMETER T < 8 IN. No. 4 1 IN. 8 IN. > T < 10 IN. No. 5 1.25 IN. 10 IN. > T S 15 IN. No. 6 1.50 IN. 9 BOND BOND BREAKER BREAKER ti o TEHAN 0 THA 12' iMIN. OOR�C i m C OORQE INLET OR MANHOLE CAST IN PAVEMENT I[ INSTALL TRANSVERSE JOINT AT D C BOTH OXOUi CORNERS IF IS B Fi. OR LONGER. 8' MIN. APRON C RECESS CURB INLET BOXOUT INLET NH 1T TAPER MANHOLE - TO MEET APRON IY T (SEE JOINT O DETAIL) MIN BOND BREAKER % RECESS SECTION A —A INLET OR MANHOLE 4:1 TAPER TO MEET STRUCTURE. SECTION 8— BOND BREAKER SHALL BE COMPOSED OF PLASTIC SHEET, BUILDING PAPER OR OTHER APPROVED MATERIAL THAT PREVENTS BONDING. Computer File Information ® Sheet Revisions Colorado Department of Transportation 4201 East Arkansas Avenue DOT Denver, Colorado 80222 ��� ( Phone: 303 757-9083 Fa.: (303) 757-9820 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Dote: 07/04/06 Initials:' SJR Dote: Comments Lost Modification Dote: 07/04/06 Initials: LTA M-412-1 Full Path: www.dol.slole.co.us/Design5upport/ Droving File Name: 412010505.dwg Issued By Project Development Bronch on July 04, 2006 Sheet No. 5 of 5 CAD Ver.: MicroStotion V8 kale: Not to Scole Units English M SECTION 03500 ' PROJECT MAPS In order of priority: North Lemay Avenue West Drake Road Willow Springs Greenstone Foothills Greens Northbrook Ridgewood Hills Riverside Portner H �i Fort Collins Lemay and Vine Area 5UNDANCE CIR N MO KORANGE C LJA11) UTCh CDR ANCE CT FOX GLOVE CT BAYS PRY NOKOMI5 CT LUPINE DR )AtROW C I R IV 0 z w J O : Os p c� BRAMBLEBUSYI ST C� O C� GROu5� COULTER 5T a2r �T ;LARYJ 5T 51T' ST h 2 z � Q u u CONIFER 5T Q � `"moo Oq✓� v�IANDER S MAIN ST r qn� S z e sT No Concrete Repairs on E. Vine Drive ' Fof�„ [in5 1 1 1 t 1 1 1 1 1 1 1 1 West Drake Road PEC N ST IAN PEAK5 PL f \ ( DORSET GT Q ROMNFy a clzPO RrST w O0 Y MF�D U 0 v z C _ o MERINO Z LU O� pA AMA CT NEIL DR C) MORGAN T ,L C) CLYDESDAL CTaz F _ o PIPE5TONE ro O PAMPAS CT WYAN OTTE DR � 5 O aVALLEY FORGE A E -_� O O� , H MPSHIRE Q � O g COL DI C d HAMP51-1IRE CT ti �c��q ? o = O r S ECCO FO RUN CT 9 WATER LOSSOM LN = MB S � � < �v \ G G� n Q LLJ MBAUG D R Sp, R FORa ULL 5 ZEN T DR e�U MICHENER DR ; LU MERCY T OO P5 ON CREEK LN �� FALCON DRi,,"�_-- .._..,....-_. O 0�- MOFFETT DR w z J lz cz PRIMROS LN V 0O Fort Collins Willow Springs and Stetson Creek Areas �� OAKRIDGE DR 0 z O ® Q O z z � O RO KPORT CT=O n a TIMBERWOOD DR MI50N DP StiO� R DGE CREEKLu � O. RD 2 O O ➢ p 7u O �F TIMBER CREEK DP O� DAKOTA \� � ANGELO DR MALLWOOD D �P cs ➢ 70 TFIYME CT p COPPER CREEK DR G����ptZ OR C,K GR K Lu jO RO T R pOSEMARY U t�PO\GN KFF�/kgN D B TTL•EGREEK-DR_..._.. J K DR �� OR rn KE EN�AND Lu m C r rn r MSC/e//and G LDEN �✓ILLOW 5W CR E s Channel CT wq� 41 MACKENZIE CATKINS C] �Maims �ek RD E COUNTY ROAD 3G rs ' FOf�t�li`5 1 1 1 1 1 Greenstone Area ✓ h p S Q o s �T�RRFA a eqR e�0 ARUBA Roz F� 0 0 LINT CROIX PL w p U co T O m \S NA 5AU WAY z C-1 N p WOOD5 LANDING DPIp w w Q � Q > w K 7a Q w w w N Z O O = O p a 5 EAM5IDE DR v_ r r , N N rn NHOLTZ R 70 O O z h� �o RfD � Y CT w SK3 �-� uj WHITE PE CT J O� CARPENTER RD 1 m � oz J C rL w O Aly N�<L Ro w z z (� w uw O Z °� U Q �n > Ef 2c �G dp3���0D �a aN�noe� mou rn F 70 ASH DR n rn Z Z v ° PONDS 05A DR h � o N THB 0 ' CT n O rn rn O THE, 00 < N VILLAGE UN ti = ° g . 71 C T O 7 (P LEICE5TER AYrn 5 TAFT HILL RD < A rn S HUNTINGTON CIR rn z ° � FF /mac �cT O BENNINGTON CIR z LARK5PUR DR 00 z AO � G O -� 2C p z rn = c ° OOA MICHAEL L LARKSPU y� D o� CT S LEXINGTON CT = New Me"ce" Cana/ f C 5TLEPDCK DR RI GEWOOD RD UNDERHILL DR � F / SKYLINE DR '04 n P19 l r O Ridgewood H1II5 GALAXY CT - GALY WAYO rD 70 >UP n O � � O_ _ W ~ � g ° w � z O PULSAR 5T TRILBY RD Y MA CT IDALIA CT IDA IA DR R F� hO�Y UDSON CT 0 oKF cT uj a� ➢� ti G� a P �G1 w rn J O U Ln 0 29 71 W ATWOOD CT n p Cl CH OPS CT v o STONEHAM CT W p cn p D�yTIN� D� z � � ro � Q gGArF cr w 0-/ L PKA 5T O O P O �OPPSKP j O� 'I NETT CT s ✓�hSP�i D R Fort Collins Portner, Trilby and Southridge Greens Areas rN.:.- MA ALLY- R P/NNACLEPL SETON ST w Foss/ Q foh eel w Q Z cq�F DORAL PL Q °o �r GLEN GLE CT 0 J m Z U w Oz U' U Oz w Y C, w 0 Oz �P� U HUNTINGTON HILLS DR N ti U � � P Oz "-ASANT D PARAGON PL ACTU5 C PAR IAMENT CT F0551L CREEK PKU/Y r F c u Chi Oti u z KADEE CT Foesd Creek Q o CLI FR05E CT w ` z e�C O rL h9ti 9� 9 U PRESCO� Portner Road included in this O contract. All other areas on o55i1 Creek this map performed by > others. } C� N �� j / U mLL z � N U) Z Q T o O z � Q � z_ � Q FE UNIVERSAL SURETY COMPANY Lincoln, Nebraska POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the UNIVERSAL SURETY COMPANY, a corporation of the State of Nebraska having its principal office in the City of Lincoln, Nebraska, pursuant to the ' following Bylaw, which was adopted by the Board of Directors of the said Company on July 23, 1981, to wit: "Article VSection 6. RESIDENT OFFICERS AND ATTORNEYS -IN -FACT. The President or any Vice President, acting with any Secretary or Assistant Secretary, shall have the authority to appoint Resident Vice Presidents and Attomeys-In-Fact, with the power and authority to sign, execute, acknowledge and deliver on its behalf, as Surety: Any and all undertakings of suretyship and to affix thereto the corporate seal of the corporation The President or any Vice President, acting with any Secretary or Assistant Secretary, shall also have the authority to remove and revoke the authority of any such appointee at any time." ' does hereby make, constitute and appoint Penny R. Burkard or Royal R. Lovell, Greeley, Colorado or Anthony P. Stimac, Berthoud, Colorado or Kelly T. Urwiller, Eaton, Colorado or Valerie R. Partridge, Evans, Colorado or ' Katherine E. Dill, Ault, Colorado its true and lawful Attomey(s}in-Fact, to make, execute, seal and deliver for and on its behalf, as Surety: Any and all undertakings of suretyship ' And the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as frilly and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its offices in Lincoln, Nebraska, in their own persons. The following Resolution was adopted at the Regular Meeting of the Board of Directors of the UNIVERSAL SURETY COMPANY, held on July 23, 1981: "RESOLVED, That the signatures of officers of the Company and the seal of the Company may be affixed by facsimile to any Power of Attomey executed in accordance with Article VSection 6 of the Company Bylaws: and that any such Power of Attorney bearing such facsimile signatures, including the facsimile signature of a certifying Assistant Secretary and facsimile seal shall be valid and binding upon the Company with respect to any bond, undertaking or contract of suretyship to which it is attached." All authority hereby conferred shall remain in full force and effect until temtinated by the Company. IN WITNESS WHEREOF, UNIVERSAL SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereunto affixed this 17th day of June , 20 08 UNIVERSAL SURETY COMPANY ei �-! CORPOPFIE ?�! Secretary By Vice President (hE State of Nebraska I otti w(9 ss. .. ' County of Lancaster On this 17th day of June 20 08 before me personally came Curtis L. Hartter, to me known, who being by me duly ' swom, did depose and say that (s)he resides in the County of Lancaster, State of Nebraska; that (s)he is the Vice President of the UNIVERSAL SURETY COMPANY, the corporation described in and which executed the above instrument; that (s)he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seat that it was so affixed by order of the Board of Directors of said corporation; that (s)he signed (his) (her) name by like order, and that Bylaw, Article VSection 6, adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force. rC�Lj A GENERAL NOTARY -State of Nebraska P'e` TARA MARTIN My Comm. Up. Feb. 16. 2010 C My Commission Expires February 16, 2010. Notary Public I, Cheryl A. Brown, Assistant Secretary of UNIVERSAL SURETY COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by said UNIVERSAL SURETY C ch is still i f force and eff t. Signed and sealed at the City of Lincoln, Nebraska this day of1 20M_. t�taedlflerd//, V�....`:OA{POP, hI ` G t-i L _z�cR�J•� `�; � ;Ft`LCJ' jy�Gs.;.�,{ � g Assistant Secretary tz ;'b«�" � rro,.. "cns 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Remington *- Riverside E MAGNOLIA ST Z m J (� g ��E MULBERRY 5T z E MYR LE ST ~ > w OU O Ln oz u DZ O Ln � � w O z J z O O E ASTDALE DR O LU w W H w � N PENNOCK PL w U } p I jErnih Lateral LU - Remington Street By Others E ELIZ BETN ST z O GAR IELD ST w — GARFIELD ST N p N � Q EDW RDS ST U-) ��gRSs sr a E PITKIN 5T � J cc G Z Q BUCKEYE ST 3 BK�E5r a w O O z � oC v uw p� O J 5T U J LAKE PL U ( N n E LA ST J _1 H w t E PR05P CT RD CL J J � APE< DR p F N z z W J O uw n > _ W Q � O w PARKER 15T 'n ALPERT C W ,LPEF T AVE CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages CONTRACT DOCUMENTS 00300 Bid Schedule 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 _Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev 07/08 Section 00630 Page 1 ACORDTM CERTIFICATE OF LIABILITY INSURANCE 0DATE (MMID 4/01/09D/YYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION lood & Peterson Insurance Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 821 Wheaton Drive HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. O Box 270370 Fort Collins, CO 80527 INSURERS AFFORDING COVERAGE NAIC # NSURED Northstar Concrete, Inc. and Manhole Specialists, Inc. 1220 S. Garfield Avenue Loveland, CO 80537 INSURER A: Travelers Insurance Company INSURER B: Pinnacol Assurance INSURERC: INSURER D: INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SR ADD'd NSR TYPE OF INSURANCE POLICY NUMBER T1`�OLICY ATE ( DD/YYE EXPIRATION PDATE MM/DD/YY) LIMITS A GENERAL LIABILITY DTC04984C8341ND08 04/26/08 04/26/09 EACH OCCURRENCE $1 000 000 i X COMMERCIAL GENERAL LIABILITY CLAIMS MADE �OCCUR PREMISES (Ea occu DAMAGE TO ante $30O OOO MED EXP (Any one person) $5 000 PERSONAL & ADV INJURY $1 000 000 X PD Ded:2,500 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2 OOO 000 JECTTR POLICY X PRO LOC A AUTOMOBILE LIABILITY ANY AUTO 8104984C834TIL08 04/26/08 04/26/09 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ X M Drive Other Car PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG A EXCESS/UMBRELLA LIABILITY DTSMCUP4984C834TIL 04/26/08 04/26/09 EACH OCCURRENCE $1 00O 000 X OCCUR F—ICLAIMS MADE AGGREGATE $1 000 000 $ RDEDUCTIBLE $ X RETENTION $ 10000 _ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROP RIETOR/PARTNER/EXECUTIVE 4108060 07/01/08 07/01/09 X WC LIMIT O R T Y LIMITS E.L. EACH ACCIDENT $500,000 E.L. DISEASE - EA EMPLOYEd s500,000 OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT s500,000 OTHER ESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS E: Concrete Maintenance Project - Phase II, Bid No. 6088 City of Fort Collins (Owner), and any other persons or entities as required, their respective officers and employees, are listed as Additional Insureds as their interest may appear as respects General Liability, (See Attached Descriptions) GtK I IFIGA I t HULUtK CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Fort Collins DATE THEREOF, THE ISSUING INSURER WILL XbW8 p R5(gtMAIL In DAYS WRITTEN PO Box 580 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, J4kXWAg=x VV)5X) Xbdx Fort Collins, CO 80522 xye�ora�tzawraoa>aacrcanxolt�rloRx+xxx�etxorIxotxetoascftJD[oacxRxxstraxxxx 25 (2001/08) 1 of 3 #S440333/M419897 AUTHORIZED REPRESENT ggTIVE y- JZS 0 ACORD CORPORATION 1988 No Text No Text ' CG D2 46 08 05 Page 1 of 2 ' CG D2 46 08 05 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) ' This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED — (Section 11) is amended to include any person or organization that you agree in a "written contract requiring insurance" to include as an additional insured on this Coverage Part, but: ' a) Only with respect to liability for "bodily injury", "property damage" or "personal injury"; and b) If, and only to the extent that, the injury or damage is caused by acts or omissions of you or your subcontractor in the performance of "your work" to which the "written contract requiring insurance" applies. The person or ' organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. 2. The insurance provided to the additional insured by this endorsement is limited as follows: ' a) In the event that the Limits of Insurance of this Coverage Part shown in the Declarations exceed the limits of liability required by the "written contract requiring insurance", the insurance provided to the additional insured shall be limited to the limits of liability required by that "writtencontract requiring insurance". This endorsement shall not increase the limits of insurance described in Section III — Limits Of Insurance. ' b) The insurance provided to the additional insured does not apply to "bodily injury", "property damage" or "personal injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services, including: L The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders or change orders, or the preparing, approving, or failing to prepare or approve, drawings and specifications; and III. Supervisory, inspection, architectural or engineering activities. c) The insurance provided to the additional insured does not apply to "bodily injury" or "property damage" caused by "your work" and included in the "products -completed operations hazard" unless the "written contract requiring ' insurance" specifically requires you to provide such coverage for that additional insured, and then the insurance provided to the additional insured applies only to such "bodily injury" or "property damage" that occurs before the end of the period of time for which the "written contract requiring insurance" requires you to provide such coverage or the end of the policy period, whichever is earlier. 3. The insurance provided to the additional insured by this endorsement is excess over any valid and collectible "other insurance", whether primary, excess, contingent or on any other basis, that is available to the additional insured for a loss we cover under this endorsement. However, if the "written contract requiring insurance" specifically requires that this insurance apply on a primary basis or a primary and non-contributory basis, this insurance is primary to "other insurance" available to the additional insured which covers that person or organization as a named insured for such loss, and we will not share with that "other insurance". But the insurance provided to the additional insured by this endorsement still is excess over any valid and collectible "other insurance", whether primary, excess, contingent or on ' any other basis, that is available to the additional insured when that person or organization is an additional insured under such "other insurance". 4. As a condition of coverage provided to the additional insured by this endorsement: ' a) The additional insured must give us written notice as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, such notice should include: L How, when and where the "occurrence" or offense took place; ' ii. The names and addresses of any injured persons and witnesses; and iii. The nature and location of any injury or damage arising out of the "occurrence" or offense. b) If a claim is made or "suit" is brought against the additional insured, the additional insured must: ' i. Immediately record the specifics of the claim or "suit" and the date received; and 1 http://cforms.travelers.com/nxt/gateway.di1/fssformsI/general%201iability/cgd2460805.htm?f=te... 6/13/2008 ' CG D2 46 08 05 Page 2 of-') ii. Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit' as soon as practicable. c) The additional insured must immediately send us copies of all legal papers received in connection with the claim ' or "suit', cooperate with us in the investigation or settlement of the claim . or defense against the "suit", and otherwise comply with all policy conditions. d) The additional insured must tender the defense and indemnity of any claim or "suit" to any provider of 'other ' insurance" which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insurance provided to the additional insured by this endorsement is primary to 'other insurance" available to the additional insured which covers that person or organization as a named insured as described in paragraph 3. above. ' 5. The following definition is added to SECTION V. — DEFINITIONS: "Written contract requiring insurance" means that part of any written contract or agreement under which you are required to include a person or organization as an additional insured on this Coverage Part, provided that the ' "bodily injury" and "property damage" occurs and the "personal injury" is caused by an offense committed: a. After the signing and execution of the contract or agreement by you; b. While that part of the contract or agreement is in effect; and c. Before the end of the policy period. I CG D2 46 08 05 7 L� 7 I " I http://eforms.travelers.com/nxt/gateway.dl1/fssformsI/general%201iabiIity/cgd2460805.htm?f=te... 6/13/2008 1 1 1 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 6088 Concrete Maintenance Project Phase II PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: Northstar Concrete, Inc. CONTRACT DATE: March 30, 2009 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. By: 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 AUTHORIZED REPRESENTATIVE DATE REMARKS: Rev07/08 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE , 20 TO: Northstar Concrete, Inc. Gentlemen: You are hereby notified that on the day of , 20_, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 6088 Concrete Maintenance Project Phase II. 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 20 In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: r 20 Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: Rev 07/08 Section 00640 Page 1 ' SECTION 00650 LIEN WAIVER RELEASE ' (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) ' FROM: Northstar Cocrete, Inc. (CONTRACTOR) PROJECT:6011 Concrete Maintenance Project Phase II ' 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, arising out of the project. agents, employees or assigns 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, project for all loss, damage and agents costs, or assigns arising out of the including reasonable attorneys fees, incurred as a result of such claims. ' Rev 07/08 Section 006SO Page 1 1 1 1 1 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 ATTEST: Secretary day of CONTRACTOR : Northstar Concrete, Inc. By: Title: STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20 , by Witness my hand and official seal. My Commission Expires: Rev 07/08 Notary Public 20 Section 00650 Page 2 ' 00330 BID SCHEDULE F� 11, City of Fort Collins Concrete Project - Phase B Bid No. 6088 - R&N�AL Item No. Description Unit Contract Quantity 2009 Contract Cost Unit Price Total 202.01 Sawcurting 4" L.F. 10 S 3.00 S 30.00 202.02 Sawcutting - Additional Inch Depth LF/ IN. 0 S 1.00 S - 203.01 General Excavation CY 0 S 40.00 $ - 203.02 Borrow TON 0 S 25.00 S - 208.01 Stormwater Protection - 9" x 10' Wattle EA 5 S 40.00 S 200.00 212.01 Sod SF 20 S 2.00 $ 40.00 212.02 LandscapeArrigation Labor RR 5 $ 30.00 S 150.00 304.01 Aggregate Base Course TON 950 $ 25.00 S 23-750.00 403.01 Temporary Patching TOY 215 S 160.00 $ 34,400.00 604.01 Type R Inlet - Remove & Replace (4' Opening) EA 0 S 3,800.00 S - 604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 1 $ 1,000.00 S 1,000.00 604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 2 $ 200.00 $ 400.00 604.04 Catch Basin Inlet - Remove & Replace - EA 2 S 2,500.00 S 5,000.00 604.05 Catch Basin Inlet - Reconstruct Deck EA I S 800.00 $ 800.00 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 0 $ 200-00 S - 604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 0 S 2,500.00 S - 604.O9 Modified Type 13 Curb Inlet - Reconstruct Deck EA 0 $ 800.00 $ - 604.09 Modified Type 13 Curb Inlet - Materials Only EA 0 $ 700.00 $ - 604.10 Concrete Sidewalk Culvert - Remove & Replace EA 0 S 1,500.00 S - 604.11 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 0 S 2,000.00 S - 604.12 Additional Square Foot of 5/8" Plate SF 0 S 150.00 $ - 608.01 Remove Concrete SF 0 S 2.00 S - 608.02 Remove and Haul Fillets EA 0 S 100.00 S - 608.03 Apron 8" - Remove & Replace SF 2385 $ 6.75 S 16,098.75 608.04 Crosspan - 8" Remove & Replace SF 1028 $ 6.75 S 6.939.00 608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 4575 $ 36.00 S 164.700.00 608.06 Driveover Curb & Gutter -No Sidewalk - Remove & Replace LF 551 S 22.00 $ 12.122.00 608.07 Vertical Curb. Gutter & 6" Sidewalk - Remove & Replace LF 105 $ 38.00 $ 3.990.00 608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 1863 $ 24.00 S 44,712.00 608.09 Vertical Outfa l Curb & Gutter - Remove & Replace. LF 6 $ 22.00 S 132.00 608.10 Barrier Curb 12" - Remove & Replace LF 0 S 30.00 $ - 608.11 Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0 S 34.00 $ - 608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace , LF 0 S 2400 S - 608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 0 S 30.00 $ - 608.14 Pedestrian Access Ramp - Remove & Replace SF 2990 S T25 S 21,67T50 608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF . 0 S 8.50 S - 603.16 Truncated Dome Panel SF 245 $ 40.00 S 9,800.00 608.17 Flatwork 4" - Remove & Replace SF 0 00 $ 1.01 $ - 60& 18 Flatwork 6" - Remove & Replace SF 5868 S 6.00 $ 35,203.00 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Northstar Concrete, Inc. PROJECT: 6088 Concrete Maintenance Project Phase II CONTRACT DATE: March 30, 2009 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 , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Rev 07/08 Section 00660 Page 1 SECTION 00670 G 1 Section 00670 Page 1 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) A• DO NOT WRITF IN THIS SPACF 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. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 - CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, or -corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: Fax Number: ( Business telephone number: Colorado withholding tax account number: Copies of contractor agreement pages (1) 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: 198- Address of exempt organization (City, State, 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 date: / 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: I PLOW Lei RTAYA 0 11 a11WOMMM r:I111.ya111uR Section 00670 Page 2 I 1 Special Notice 1 ' Contractors who have completed this application in the past, please note the following changes in procedure: 1 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. 1 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. 1 The original Certificate should always be retairied 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. 1 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 1 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. 1 Section 00670 Page 3 r SECTION 00700 GENERAL CONDITIONS 0 GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TheseGENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF TH&.CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-8 (1990.Edition), as a base. Changes to that.document are shown by underlining text that has been added and striking through text that has been deleted EJCDC GENERAL CONDITIONS 1910-8 (1990,EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or, paragraph Number & Title DEFINITIONS TABLE OF CONTENTS OF GENERAL CONDITIONS. Page Article or Paragraph Number Number & Title I.. I Addenda 1.2 Agreement .......... I ............................... 1.3 Application i far: Payment ....................... 1 1AAsbestos -.: ...... ; ............ ;- .......... ..... I ... j 1.5 Bid.; .................. ................................. 1.16 BiddingDocuments ........ 1.7 Bidding. Requirements ........ ...... I .......... Ls Bonds 1.9 Change Order,... ................. _1 1.10 Contract Documents ............................. 1. 1.11 1.12 1- 13 1.14 1.15 1.16 1.17 1.18 1.19 1.20 1 ;21 1;22.a 1:21b 1.23 1.24 1.25 1.26 1.27 1.28 1.29 1.31 1.3Zb 1,33 1.34 1.35 1.36 1.3.7 LM 1.39 1.40 1.41 L.42 1.43 1.44 1.45 Contract Price,. Contract Times. CONTRACTOR defective.............................................. I Drawings ............ ................ ........ Effective Date of the Agreement..„_..._. I ENGINEER ................ - .... ........... ENGH,TEER!s Consultant Ficl&Order ........ ............................ .General Requirements ..........................2 Hazardous Waste....., .................... 2 Lawi,and Regulations; Laws or I ....... Regulations ................................ Legal Holidays . .................................... I Liens, ...... ;; ............................ I..... ......... Milestone ............................................2 Notice of. Award 2 Notice to Proceed .................................2 OWNER, ............. ......... l - PartiaUtflizatioIi ................................2 PCBS,;. . ........ I ............. I .............. ......... Petroleum ..... I ..I._ ; ....... ........ ......... -.2 Project........ ................... 2 .; .................. Radioactive Material ........................... 2 Regular Working Hours,,,,,_.,..,.„..,_,,._, 2 Resident Project Rcpresentativc,.._, ...... 2. Samples............................................... 2 Shop.Drawii9s. ............. ; ................ --2 Specifications ...................................... 2 SiIbcontrai;tor, ...................................... 2 Substantial Completioij ........ ....... : ...... 2 Suppleni entary Conditions�; ................... 2 Supplier,.. ............ ............... ....... 2 TJnderground:Facilities, .....................273 Unit Price Work.. ............3 Work......... ....... I ................... WorkChapgr Direcfive ........ ............... 3 Written Amendment Page Number PRELIMINARY MATTERS- ............................. 3 2.1 Delivery of Bonds......... I .... 11 ......... -.3 2..2 Copies of Documents.......:. __j 2 3 Commencement of Contract Times -,Notice to Proceed ........... 3 �2.4 Starting the Work., ........ 11 ................ 3 2.5-17 Before Starting Construction; CONTRACTOR!s Responsibility to. Report; Preliminary Scheddes; Delivery of -Certificates of Insurance ........... 34 2.8 Reconstruction Conference;,,,,,,,,,,,, 4 1.9 iniiiall'y-Acceptable Schedules .... I ...... 4 CONTRACT DOCUMENTS: INTENT, AMENDING; REUSE. .; ....... _ ....... ....... .............. 4 3.1-12 intent .. ....... I ............. ..................... . 4 3.3 Reference:to Standards and Speci- fications of Technical Societies; Reporting and Resolving Dis- crepancies., ............................... 4-5 3.4 Intentsof Certain Terms or Adjectives...................................5 3.5 Amending Contract Docunents, ........ 5 3.6 Plementing Contract Supplementing Documents 5 3.7 Reuse of Documents ,.* 5 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCRPOIN POINTS..S ... : ..................................... 5 4.1 Availability. of Lands ................ 4.2 Subsurfawand,Physical Conditions 6 4.2.1 Reports and Drawings ......................6 4.2.2 Limited Reliance by CONTRAC- TOP-Authorizcd. Technical Data- ........................................... 6 4.2.3 Notice.of Diffirifig Subsurface or Physical Conditions,;,,,,,,,,,,,;,,,, 6 4.2A EW.INIEER`s Review 6 4.2.5 Possible Contract Documents Change....... .................................. 6 4.2.6 PossiblrPricc and, Times 40justments..., ...... .......... .... �-7 4.3 :Physic,al,C.oricktidns--Underground Facilitiess .................. ........... 4.3,1 Shown 'or, Indicated ... * ........... * ....... ... 4.3.2 Not Shown, or Indicated,,,,,,,,,,,,,,,,,,, 7 4.4 Reference Points ................. ............ 7 EICDC GENERAL CONDITIONS 1910>8 (I§go EDITION) W/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Page Article orParagraph Page Number & Title Number Number& Title Number 4.5 Asbestos; PCBs; Petroleum, Hazardous Waste or Radioactive Material ................... 7-8 5. BONDS AND INSURANCE ..:.............................. 8 5.1-5.2 Porforinance, Payment and Other Bonds ............................................... 8 5.3 Licensed Sureties and Insurers;. Certificates of Insurance .................... 8 SA CONTRACTOR's Liability Insurance..........................................9 5.5 OWNERs;Lia6ility.Insurance............... 9 5.6 Property 'Insurance ..........................9-10 5.7 Boiler and'Iviachinery or Addi- tional Property Insurance.................10 5.8 Notice of Cancellation Provision. 10 5.9 CONTRACTOR's Responsibility for Deductible Amounts.,.""••....••_"_.... 10 5:10 Other. Special -Insurance; ...................10 5.11 Waiver of Rights.. "•",, ,"".,,,."•,•","",".•,,.11 5.12-5.13 Receipt and Applicaiion of Insurance Proceeds .................... _ 10-1 I 5:14 Acceptance•ofBonds and Insa- ance;,Option to Replace .................... 11 5:15 Partial Utilization --Property Insurance..:...::...............................11 6. CONTRACTORS RESPONSIBILITIES ............... I I 6.1-6.2 Supervision and Superintendencq•....•. I I 6:3-6.5 Labor, Materials and Equipment_.- 11-12 6.6 Progress Schedule..............................12 6.7 Substitutes. -and °Or+Equal" Items; CONT RACTOR s: E xpense; Substitute Construction Methodsor Procedures; ENGINEER s Evaluation ............. 12-13 6.8-6.11 Concerning Subcontractors, Suppliers,and Others; Waiver of Rights , • ........... • ..........13-14 6:12 Patent 76es:andRoyalties, ................... 14 6.13 Permits ............................ ................14 6;14 Laws;and Regulations, .................... . 14 6:15 T.axes...... :......... .""........................ 14-15 6.16 Use of Premises .:............................... 15 6.1.7 site.:Cleanliness................................15 6.18 Safe Structural Loading•...........••.......15 &0 Record Documents .............................15 6.,20 Safety and Protection .......... ........... 5-16 621 Safety Representative........ .•„•.•"16 6:22 Hazard:Communication Programs ...... 16 6.23 Emergencies :................:.... 16 6.24 Shop Drawings and Sam ples .............. 16 IM 6.25 Submittal Proceedures; CONr TRACTOR's Review Prior to Shop.Drawing or Sample Submittal...................................16 6.26 Shop DrawingSample Submit- tals. Review by ENGINEER ,..... 16-17 6.27 Responsibility far Variations Frain Contract.Documents•,••..... 17 6.28 Related Work Performed Prior to ENGMER's.Review 'and Approval of Required Submittals::.".... I ............... I ..........17 6.29 Continuingthe Work.....................17 6.30 CONTRACTOR's General Warranty and Guarantee..............17 6.31-6.33 Indemnification ...... .....,..... _ "..17-I8 6.34 Survival _ofObligahons,:":.............. 38 7. OTHER WORK.:........:.....................................18 7.1-7:3 Related Work at Site ;•,••"•";"",;..__•..._•18 7.4 Coordinatton... ......................18 8. OWNER'S RESPONSIBILITIES .........................18 8.1 Communications to CON- TRACTOR .................................18 8.2 ReplacementbfENGINEER :"•""..••...18 8.3 Furdish'Data andPay Promptly When Due.::...............................18 8.4 Lands apd,Easements; Reports and Tests:..18-19 8: 5 Insurance ...... ...... ........ I .................. 19 8.6 Change:Orders............... ................19 8.7 Inspections, Tests and Approvals ............................. •.....19 8.8 Stop orSuspend'Work; Terminate CONTRACTORS Services ..:::........... I .....................19 8.9 Limitations:cn OWNER'S' Responsibilities .......................... 19 8.10 ;Asbestos,.PCBs;`Petroleum, Hazardous Waste or Radioactive. Material...................19 8.11 Evidence•offinancai Airangem ents ...:...:....:....::..........19 9. ENGINEERS STATUS DURING CONSTRUCTION ......... .:................................ ".19 9.1 (7WNER'sRepresentativc ......... _"•"."19 9.2 Visits to; Site ........................ .......19 9.3 Project Representative""_,:"."•„",•• 19-21 9.4 Clarificatioris'aiid Intcrpre- tations..:......................................21 9.5 Authorized Variations in V&k........ 21 EJCDC GENERAL CONDITIONS 1910.8 (1990 EDIT]ON) wl CITY OF: FORT COLLINS MODIFICATIONS (REV 9199) Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 9:6 Rejecting Defective Work..--„---;,,,-,--,21 13.8-13.9 Uncovering 'Work atENGI- 9.7-9.9 Shop Drawings, Change Orders NEERs Request ..................... 27-28 9.10 and Payments_ ............................."*"21 Determinatims for Unit Prices...... 21-22 13.10 OWNER May Stop the Work ... 13.11 Correction or Removal of ,...... 28 9.11-9.12 Decisions on Disputes; ENG1- Defective Work ,,,,,,,,,,,,,,,,,,,,,,,,,,,28 NEERasInitial lnterprOcr,,,,,,,,,,,,,,22 13.12 Correction Period,,,...... 28 9.13 Limitatiormon ENGINEERS 13.13 Acceptance ofDefectiv¢Work ......... 28 Authority and Responsibilities,,,, 22-23 13.14 OWNER May Correct Defective Work_:- - .. 28 29 CHANGES IN THE WORK......:................................23 10.1 OWNER's Ordered Chan ge--------- ....... 23 14. PAYMENTS TO CONTRACTOR AND 10.2 Claim for Adjustment 23 COMPLETION „-- . ........ .......... 29 10:3 Work Not Required by Contract 14,1. Schedule of Valueses,,,,,.,,,,,,...,,„--,,.-29 Documents ....... ..........................23 14.2 Application for Progress 10.4 Change Orders------------ -- ............... 23 Payment......................................29 ' 103 Notification o£Surety ................... -__-n 14.3 CONTRACTOR's Warranty of Title...... 29 CHANGE OF CONTRACT PRICE .23 14.4-14.7 Review of Applications for 11.1-I 1.3 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.: 30731 11.4 Cost of the Work ................24-25 la, 11 Final Inspection ,-„ .................... 31 11.5 Exclusions to.Cost of the Wort;-......--, 25 14:12 Final Application for Payment ........ 31 11:6 CONTRACTORS.Fee..,--,-- --------- 25 14.13-14.14 Final Payment and Acceptance...----31 ' 11.7 11.8 Cost Records ...., 25-26 Cash Allowances, 26 14:15 Waiver of Claims... .............31-32 11.9 Unit Price Work.. .-_........ . .....26 15. SUSPENSION OF WORK AND TERMINATION .................::............................ 32 CHANGE OF CONTRACT TIMES.--..-.............„-,,,.....4 12.1 Claim for Adjustment . 26 15.1 SuspendOWNER May - Work .......... 15.2-15.4 OWNER Mav Terininate -' 32 - 32 12.2 Time of the Essence -„--,; 26 15.5 CONTRACTOR Nay Stop 12.3 _ _ Del ays_Beyond CONTRACTORS.:, Work -or Terminate,,,,,,,,,,,,,,,,32-33 Control ...:.......:........:....::.:....... 26-27 .,... 12.4 Delays Beyond 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 DEFECTIVE WORK----------------------27 1.7.2 Com utation of Times 17:3 Noti a of Claim------ 33 33 13.1 Notice.of Defects,, ..,,,, ...-„-,-„-.--.,27 17A Cumulative Remedies, , ,,,,,,,, ,,,;,,,33 13.2 Access to the Work -............ --„------z7 17.5 Professional Fees and Court 13.3 Tests and Inspections; CONTRACTOR'S Cooperation--,...-„ 27 Costs Included.. ---.----.- 17.6 A Lcable State Laws 33 33-34 13.4 OWNER'S Responsibilities; Intentionally left blank._ 35 Independent Testing Laboratory ....... 27 13.5 CONTRACTORS EX'HHIBIT GC -A: (Optional) Responsibilities-. ---------------_27 Dispute Resolution Agreement--..--------GC-AI 13.6-13.7 Covering Work Prior io Inspec- 16.1-16.6 Arbitration .... GC -Al lion, Testing or Approval-----------------27 16.7 l�fediatioq--....... -_.-,-..---__;---_,-GC-AI iv EJCDC OENEKAL CONDITIONS 1910-a (1990 EDITION) w/ aTY OF FORT COLLINS MODIFICATIONS (REV 9/99) F_ INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the,General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of - Bonds And Insuranpq ...... ; ............. .............. ... 5.14 defective Work: ............................ 10.4.1, 13.5, 13.13 final payment... .......... �MZ 14,15 insurance ......................................................... 5.14 Other Work. by CONTRACTOR ...... : .............. 7.3 Substitutes and "Or -Equal" Items, ..................... 6.7.1 Work byOWNER .......2.5. 6.30, 6.34 Access to them - Lands, OWNER, And CONTRACTOR responsibilities...........;..... T., ...I.; ............ site, related Work., .................................. : ............ 7.2 Wdill ..... .................................... 13:2.13.14.* 14.9 Acts or Omissions--, Acts and Omissions -- CONTRACTOR ........................ .......... 69.1, 9.13.3 9.13.3 OWNER... ....................................... ... . .... 0.20,8.9 Addenda --definition * of (als ' b see definition of Sp'ecificafions) .......(1. 61 1.10, 6.19), 1.1 Additional Pioperty Iftsufances ....... ......................... 5.7 Adjustments - Contract Price :br Contract Times .... ....................... 1-51 1 3. 5, 4.1, 4.3.2. 4,5.2. ....................... ...... 4.-5-3, 9;4, 9.5,10.2-10.4, ..........................11, 12, 14.8,.15.1 ' progress -schedule........ .............. 6.6 Agreemcrit.m definition o( ......................................................1.2 "All -Risk" Insurance, policy foirrR ........................... 5.'6.2 Allowances, Cash ............................... ........ ........ ­11-8 Amending Contract Docuimentq ........................... 3.51 Amendment, %Vritten-- in general ........... ......J.10, 1.45, 3.5, 5. 10, 5,1Z 6.6.2 61.19,10.1,110.4. 11 I I I j 13.12.2, 14.7,2 ApPeAL OWNER or CONTRACTOR intent to..: % 10, 9.11. 10. 4, 16.2, 16.5 Application fo"r Paytnen't­ definition o( ....................................... .............. 1.3 E ' NGINEElusi Responsibility ............................... . 9.9 final payment ................. 9� 114, 9! 13_51 14. 12-14.15 ingCneral .................. 2.8, 19-5.6.4, 0. 10, 15:5 progress . ................ p8y.mel!!;.�'.... .... 4.1-14.7 review of, ....... ...... .............. 14.4-14.7 Arbitration ............................. A ........................ 16.1-16.6 Asbestos -- claims pursuant thereto ............................ 4.512, 4.53 CONTRACTOR authorized, to stop Work ........ 1­475.2 definition of .............................. : ........................ 1.4 Article or Paragraph Number OWNER responsibility fbi: ............................. 0-1, 8.10 Possible price and tIme's.*6.hangq1 ........... ; ........... 4.5.2 Authorized Vlariations:in Work,,...,,.. �3.6. 6.25, 6.27, 9.5 Availability of Lands ........ ...................... ....... 4.1,8.4 Award, Notice of -defined ' r! ................ ........ � , ".. 1. 1.25 ' Before St . artih&Construction ................... I .. &1.5-2.8 Bid --definition of . ................... 1.1-:5 (1.1, 1,10, 2.' 3, 3.3, ............... ......... 4.16,4,6.13, 11.43,11.9.1) Bidding Documents definition of Bidding Requirements -definition of ................. .......... I ...... 11.7 (1.1, 4.2.6.2) Bonds -- acceptance of ........... .......................... additional bonds ..................................10.S, 11.4.5.9 Cost of the Work ... ......................................... 11.5:4 definition .of ....................................................... 1.8 delivery of .............. ; .............................. ....2.1, 5.1 final Application for Payment ................ 14;12-14.14 general ... ; ................ io. .................. 1. 10, 5. 1 .5.3, . 5.13, ........ I ....... ............. .... 9.13, 10.$...14.7.6 Performance, Paymen't and Other ......... ....... 5.1-5:2 Bonds and Insuran :-.;in general ..... ............................ 5 Builder's risk "all- I risk"'policy.forrit ........................5.6.2 Cancellation Provisions;, Insurance_::._..; 5.4.11, 5.8, 5.15 Cash Allowances . ................................................... 11.8 Certificate of.'Substantial d.6dipl6tion ......... 1.38, 6.30.2.3, 14.8, 14.10 Certificates 6.0fispect,io'n ............ ....... 9.13.4. 13 - . 5.14 ' 12 Certificates ofInsurance............. 2.7. 5.3. 5.411. 5.4.13, .................. 5.,6.5,:5,8,.5.l4, 9.13.4, 14.12 Change- in Contract )5riici-- Cash Allowances ....... ............................. ... 'claim for price : 0,11.8 Adjustment ............. 4.1, 4'.2.6, 4.5. 5.151, 6.8;2. 9.4 9.5.9.11. 10.2. 10.5. 11.2. 13.9. . ..........I-.., I 3,1J, 1'114, 14.7,1-5,1, 15.5 CONTRACTOR!s fei 11.6 Cost of the general ........... . ............................. Exclusions .......... ........ 11.5 Cost Records ........... j 1.7 J.19 , , I .*. 44, 9 1 1,. 1 0. 4. Z 10.4.3. 11 . . Lunip'Sum i�lcig ...........................................I1.3.2 Notification of,Surety ................. .................10.5 ScopeoC ..... ......................................... 10.3-10.4 Testing and Inspection, Uncovering the Work ... ................... 13.9 BJCI)C. GENhRAL CONDITIONS 1910-8 (1990 EDITION) wl CITY OF: FORT COLLINS MODIFICATIONS (REV 9/99) 00330 BID SCHEDULE City of Fort Collins Concrete Project -Phase II Bid No. 6083 - RENEWAL Item\o. Description - Unit Contract Quantity 2009 Contract Cost, Unit. Price Total 608.19 Replace Flatwork - 1" Additional Depth SF 0 S 0.75 S - 60820 Colored Concrete 4" San Diego Buff - Up Charge SF- 0 S 2.00 S - 608.21 T Valley Pan (6") - Remove'& Replace SF 0 $ i0.00 S - 60822 Concrete Pavement 8" - Remove & Replace SF 230 S 7.50 S 1,725.00 60&23 Alley Approach 8" - Remove & Replace SF 765 S 7.50 S 5,737.50 60824 Expansion & Caulking LF 445 S 400 S 1,,780.00 60825 Splashhlock 4" SF 0 S 6.00 S - 608.26 Exposed Aggregate 4" -.Up Charge SF 0 $ 4.00 S - 60827 Reset Flagstone SF 0 S 3.00 S - 623.01 Irrigation Sleeting 3" PVC - Complete In Place LF 0 S 5.00 S - 630:01 "No Parking' Sign With Stand Per Day Per Each 1000 S 1.50 S 1,500.00 630.02 Vertical Panel Without Light Per Day Per Each 1200 S 0.80 S 960.00 630.03 Cbahnelizing Drum Without Light Per Day Per Each 500 S 1.00 S 500.00 630.04 Type I / H Barricade Without Light Per Day Per Each 500 S , 0.75 S 375.00 630.05 Type III Barricade Without Light Per Day Per Each. 50 S 3.50 S 175.00 630.06 Size A Sign With Stand Per Day Per Each 250 S 150 S 375.00 630.07 Size B Sign With Stand Per Day Per Each 100 S 2.00 S 200.00 630.08 Size A Specialty Sign - Cost of Manufacturing Each 6 S 100.00 $ - 630.09 Size B Specialty Sign- Cost of Manufacturing Each 0 S 100.00 S - 630.10 Cone With Reflective Strip Per Day Per Each 5000. S 0.55 S 2,750.00 630.11 Safety Fence Per Day Per Roll 0 S 10.00 S - 630.12 Light Per Day Per Each 20 S 100 S 20.00 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Day Per Each 20 S 75.00 S 1.500.00 630.14 Variable Message Board Per Day Per Each 2 S 200.00 S 400.00 630.15 Traffic Control Supervisor Per Day 45 S 300.00 S 13,500.00 630.16 Traffic Control Supervisor Per Hour 150 S 35.00 S 5,250-00 630.17 Flagging Per Hour Soo S 25.00 S 20,000.00 TOTAL COST, S 437,896.75 Four .Hundred Thirty Seven Thousand Eight Hundred Ninety Six Dollars and Seventy Five //�� Cents. Signed Address I Z ZQ S • s,9�.ti F IKA-O AIJ'4-- Company -rAACIDOMEW, f N C.. Loi e-LA•-xA . C Q SOT' 3� PhonriTax p l-10- Z03,- () 45-00 Check One: Ci "TO - 2,o 3 - 010 O Individual Doing Business in Company Name Corporation Partnership 11 Unit Price Work ..119 .................... �­ ....... ­ ......... Article or Paragraph Number Value of Work .................................................. J1.3 Change in Contract Times -- Claim for times adjustmen . ...... ,:U, 4.2.6, 4.5. 5.15, ............ 6.8.2., 9.4. 9;5; 9.11, 10.2, 10.5, 12. 1, 9, 13.13, 13.14, 14:7, 15.1, 15.5 Contractual time. I1*111 i. ts ........... ....... 12.2 Delays beyond CONTRACTOWs control..... ...... ...... 1 .................................. 12.3 Delays beyond OWNER's7and .CONTRACTORs control,,;......,: : ................. 12.4 Notification of surety ........ ................................. 105 . . Scope: of change.., .......... ....... •103-10.4 Change Orders -- Acceptance of Defective Work ........... ... 13.13 Amcriding Contract Documents� ............ ...3.5 Cash Allowances, .................... I .............. ........11.8 ChangePri of Contract I Icq.� ...... ; .......... ........ I 11 Change of Contract Times,: ................................. U Changes in the Work ......... ........... ­'­1­... ... 16 CONTRACTOWs fee ........................................ 11.6 Cost of the Work .......... •11.4-11.7 Cost Records . ....-.....I ............................ I .......... 11.7 definition of .................................................. .9 emergencies !..... ............. I ......... I ..... ...... 6.23 ...... ENGINEER I s responsibility,., ...... 9.8,10.4, 11.2. 12.1 execution of Indemnifictior.1 ......................... 6.31-6.33 Insurance; Bonds and ................... .... 5, 101 5.13, 10.5 OWN M- may, terminate ....................... 15.2-15.4 OWNERs Responsibility,,.,.,. • „ , ...... 3.6,10.4 Physical.Conditions- Subsurface and..............................................4.2 Underground Facilities— ................ 0: ........ 4.3.2 Record Doemnents, ................................. __ ...... * 6.19 Scope.of Chang .... ............................... I ...... 10.3-10.4 Substitutes ............ I ...................... 6.7.3. 6.8.2, Unit Price Work...:. ........... - ............... 11.9 .............. value of Work ,. covered by, ................................ I 11.3 Changes in the Work .............. .......... ....... jo Notification of surety..... � :......:......:.....................10.5 OWNERs and CONTRACTORs esp ronsibilities ............ .................... _.; ....... Right to an, adjustment . , ........................ ­­.­ ...10.4 10.2 Scope of change,,,,,, ........... ............. 10.3-10.4 Claims -- against CONTRAC'fOk........... ......... ...... 6.16 against ENGINEER. .............. ............ 632 against.OWNER .... ..........................................6.32 Change of Contract Price.,.,,,,. ............. :9.4. 11.2 Change of Contract Times ........................... 2.4. 12.1 CONTRACTOXs. ... 4. 7.1.% 9:4 9.5. 9; 11. 10.2. ...........................11.2; 11.9,.12:1, 13.9,14.8, .............................................15.1, 15.5,17:3 CONTRACTOR's Fee J 1.6 Article or Paragraph Number CONTRACTORs liability ...... .... 5.4,6,12, 6.16, 6.3.1 Cost of the Work..__.._..,,.,, ....................... 11.4,11.5 Decisions on Disputes,,,,,;,,,,,,,,,,,... .......... 9,11,9.12 Dispute Resolution...........•................. ..............16.1 Dispute Resolution Agreement .................... 16.1-166 ENGINEER as initial in.terpretor., . ........... 9.11 Lump Sum Pricing.,,,. .................................. 11.3.2 Notice of ............... ....... ...... ................ ...... 1.7.3 OWN ER's ....................?A 95, §. 11, 10.2,.11,2, 11.9 ....... I ..............12.1. 13.9, 43 ' 13,13.14,17.3 OWNER!s liability ............................................... 5.5 OWNER may refuse to make payment ........... ...14.7 _.7 Professional Fees and Court Costs Included.,,._,._,..:...._ ........... __17.5 request for fornial decision 'op'.., 9.11 Substitute Items.., ....... ­1 .......................... Time Extension . ...................... ........ ................. 12.1 Time requirements .................................... 9.11, 12.1 Unit PriceMork. ................ ............. ...... ........ J1.9.3 Value of J.1-3 Waiver of --on Final Payment, ................ j 4.14, 14.15 Work Chan e'Di i ' � ­ 'g , wective ...................................... 0 1 .2 written notice required,,,,„..............•,9;1 Ij 11.2,12.1 Clarifications and Interpretations-,, ...... ;..3.6' 3,9.4,9.11 Clean Site ........................ ..................6.17 Codes of Technical Societyj Organization or Association, ................. ...............................333 Commencement of Contract Times '..2.3 Communications-- .gencral ........... I ...... ..................... 0. 116.9.2, 8.1 Hazard Communication Programs.....;;,.... •„_•,,-..6.22 Completion - Final Application for Payment ..... .................... 14.12 Final Inspection ..............................................14.1.1 Final Payment and Acceptance ................ 14.13-14.14 Partial Utilization, ................... ; ....................... J4.10. Substantial Completion.... ............. .... 1.38, . 14.8-14.9 Waiver ofClaims ........................... q ................. J4,15 Computation of Times ............................... 17.2.1-17.2.2 Concerning Subcontractors, Suppliers and Others Conferences-- initially acceptable schedules• .................. 2.9 preconstruction ................................. .......... 2;8 Conflict, Error. Ambiguity.-Discrepaticy-- CONTRACTOR to Report ........... ............... 2.5, 3:3.2 Construction, before'starting by CONTRACTOR .... •2.5-2.7 Construction machinery, Equipm ent, . etc_ ; ............... 6.4 Continuing the Work ...................................... 6.29,10.4 Contract Documents- Amending , .... .............................................. 3.5 Bonds. ........... I .......................................... 5.1 EJCDC GENERAL CONDITIONS 1910-8 (1990,EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Cash Allowances ...................._. 11.8 Article or Paragraph Number Change of Contract Pricz:...................................... 11 Change of Contract Times .................. ...:............•_12 Changes in the Work ...............................10.410.5 check and verify,,,,,,,,,,,,,,,, ? Clarifications: and Interpretations;,;,,,,,,,,,, ,,;,;3;2, 3:6, 9.4. 9.11. definition of ..... ................... .............. ............. ..1.10 ENGINEER as initial interpreter of,..: .......... _, 9:11 ENGINEER_ as OWNER's representagve ...9.1 general3 Insurance ..... :...................... :...:.......................... 5.3 Intent ..:...:....:....::.................:.::. 3.1-3.4 minor variations. imthe Work 3.6 OWNEWs responsibility to furnish data.,........., 8.3 OWNER's responsibility to make prompt payment ......................... 8:3, 14.4, 14:13 precedence..:: .............. :..... ....... :..:........... 3.1, 3.3.3 Record Documents .....................:.. ...:... ... ... 6.19 Reference to Standards and Specifications: of Technical Societies,,,,,,,,,,,,,,,, ........... . ....... 3.3 Related Work ............. ......................................... 7 2 Reporting and Resolying:Disixepancies,,;,,,., 2.5,.3.3 Reuseof... ......... ...................... ..........3.7 Supplementing ::.::. . ........:...:. 3.6 Termination of ENGINEER's Employment ... ....... 8.2 Unit Price Work :.......... :............... ..:...:...:......:..11,9. variations .....................................•.., 3.6; 6.23, 6.27 Visits to Site, ENGINEER's....: .... . 9.2 Contract Price - adjustment o........ .....•„ 3.5, 4;1. 9.4. 10.3, 11.2-11.3 Changeof .. ... ..:... ........... .:......: .....................11 Decision on Disputes........................................9.11 definition of.... .......:.:..........:.:::>.:::....:..:.:.:.:...---.1.11 Contract Times-- adjustmentof .......... .......•,,,,::.3:5, 4.1.9.4, 10.3, 12 Change of .................... :....... ::......::.....,:..12.1=12.4 Commencement of .................................:.......... 2.3 definition of ........................................ ........1.12 CONTRACTOR - Acceptance of Insurance.:„_.,..- ,_.::...... .:. .... ,_._, 5.14 Communications ..................................... 6.2. 6.9. 2 'Continue Work.. ......... .......... .......... :..6;29; 10.4 coordination and scheduling .................... ! ....... 6.9.2 definition of .............. ........... :..s...... .,.........1.13 .....,.. Limited Reliance on Technical .Data Authorized.:.......................................4.2.2 May Stop Work or Tenn_inatc ,.;.:. .....15.5 provide site access to others ,,,,,,,,,,,,,,,,,,,,,,• 7 2, 13.2 Safety and Protection , •.•, .♦,„ ;, ,.4:3:1.2; 6.16, 6.18, .................. ............. 6.21-6.23; 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal ................... .................... 6:25 Stop Work requirements .................................. 4-5-2 CONTRACTOR's- Article or Paragraph Number Compensation ............... ............11.1-11.2 Continuing Obligation;.; 14.15 Defective Work .......,............... 9.6, 13.1( 13.14 Duty to correetdefective Work ..........................13.11 Duty -to Report-= Changes in the Work caused by Emergency, ...... ............. L .................... 6.23 Defects in Work of 0thers ............................. 7.3 Differing' conditions. ....:... . ...............4.2.3 Discrepancy in Documents .,,,,•„z.5,.3:3.2, 6.14.2 Underground Facilities-not`indicated........... .3.2 Emergencies ................................ ........ ::._.6.23 Equipm ent and Machinery Rental, Cost of the`Work ...................:.:....._ .....11.4.5.3 . . ........... . . Fee--Cost'Plus,,,,, 1.1.4.5.6, 11.5.1, 11.6 .... General Warranty and!Guarante@;: .:.:: ....... 6.30 Hazard Communication Programs,;,...................0.22 Indemnification ....:.: 6:12, 6.16.:6.31-6.33 Inspection of the Work, .............................. 7.3, 13A Labor, Materials and Equipment ....................6.3-6.5 Laws and Regulations, Compliance by...., ........, 6.14.1 Liability Insurance ......... ......... ..................5 4 Notice of Intent to Appeal ......;;_ .... :, ::9.10, 10.4 obligation to perform and complete the: Work ................................... :....:........... 6.30 Patent,F.ees and Royalties, paid -for by., ................. 6.12 Performance and Other Bonds,..,.. 5.1 Permits, obtained and:paid for by„ ;... 6.13 Progress Schedule. ...... ............. 6.6, ... ... I ... ........ ........... 6:29. ,10.4, 15.2.1 Request for formal.decisionon disputes;,,,,,,,,,,,,, 9.11 Responsibilities -- Changes in the Work,,,,,,,,,,,;,,,........ .1011 Concerning Subcontractors, Suppliers and Others ........... ;__............ ::..I ... ::..6.8-6.11 Continuing.the Work ................... ....... 6:29, 10A CONTRACT OR's. expense....:.. .. ; ........... 0. 7.1 CONTRACTOR's General Warranty and Guarantee .... .:.:..... :: ......:.....,.6:30 CONTRACTORsseview prior to Shop Drawing: or Sam Ole, submittal ............. §.25 Coordination of Work ..................... ;.......... 6.9.2 Emergencies. ............:.:.:... 623 ENGR,MR's evaluation; Substitutes or "Or -Equal" Items.............................6.7.3 For Acts. and Omissions of Others b'9:1=6.9:2, 9.13 for deductible amounts,insurance; ................5.9 general ..........:........ ......... .....6 :7.2, 7.3, 8.9 Hazardous Communication Programs.:..,...,- 6.22 Indemnification ................................... 6.31-6.33 EXDC GENERAL CONDITIONS 1910.8 (199b EDtnOM w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) I I I I I I I I I 7-1 J I I I I I I Labor, Materials and Equipment .... .... 6345 and d Regulations.......". ......... I ... 6.14 Liability Insurance.........'..5.4 ..................... ....... Article or Paragraph Number Notice of variation fioin Contract Documents- .......... I............ ....... 0.27 Patent Fees-6ndRqjalties, ........................... 6.12 Permits..:....:;;: ................... ** 6.13 Progress. ScheLie'*""* ...'* .. 6.6 Record Documents.: ........ ................. 6.19 related Work performed prior to ENGINEER'S approval of required submittals ...... ........ ............................... 6.28 Safe structural loading ................................. 6.18 Safety and Protectio.n .................... j5.20, 7.2. 13.2 Safety Representative:....... _..................... 6.271 Scheduling the Work:. � � ................................ 6.9.2 Shop Drawings and Samples ........................0.24 Shop Drawi,ngs:and Samples Review by ENGINEER ............ I ..........................6.26 Site Cleanliness ......... 7 ............................ .... 6:17 Submittal Procedures & 25 Substitutetonstruction Methods and Procedures 6 7:2 Substitutes and "Or -Equal" Items................6.7.1 Superintendence" Supervision....................................................0.1 Survival of Oblig igatibris ..... 6.34 ......... .................. Taxes Tests and Inspections ... ....... ......... 13.5 ToReport ......................................... ...... Use of Prcmise!i....-, ............. 0. 16=6.18, 6.30.2.4 Review Prior to Shop Drauing or Sample Submittal .................................I...... 6.25 Right to adju4inent for changes in theW0 rk .... 10;2 fight to claim . ..... 1, 16.2,11.2, - ....... j 1.9, 12.1, 13.P, 14.8, 15: 1, 15.5 , 17.3 Safety and Protection ............... .... 6.20-6.22 7.2, 13.2 Safety Representative .............. ...... .............. 6.21 Shop Drawings and Samples Subm itt:64 .... 6.24-6.28 Special Consultants ...... .................. ........... 11.4.4 Substitute, Construction Methods and Procedures. 6. 7 Substitutes and "Or -Equal" Items; Expense ............ ........... 6.: ......... 0-&7. 1; 6.7.2 Subcontractors, Suppliers and Others.,,,,, ..... 6-8-6.11 Supervision and Superintendencq .... :..:.6,1-, 1 6.2,6.21 Taxm Payment, by ........ .......... .................. Use of Premises .............. 6.16-6.18 Warrantlesand ' ...................... _0.5, 6.30 Warranty of Title.......14.3 ........ Written Notice Required - CONTRACTOR stop Work or term inate .......15.5 Reports. of Differing Subsurface and Ph sical Conditions....................... 4,2.3 Physical Substantial Completion, ..... .......... 14.8 viii , CONTRACTORS -other, ... .......................................... 7 Contractual Liability Insurance - ........... Contractual Time Limits . ............... J2.2 Article or Paragraph Number Coordination-- CONTRACTOR!s,responsibility ................ ........ §.9.2 Copies of Documents .......... - I ......................... I ... 11-12.2 Correction Period ................... ............ ................. 13.12 Correction, Removal or Acceptance of Defective Work- in general ...................................10.4.1. 13. 1 o- 13.14 Acceptance ofDefective Work.; ........................13.13 Correction or Removal of Defictive Work 6.30, 13.11 Correction Period ............................................13.12 OWNER May Correct Defective Work ...............13.14 OWNER May Stop Work ...................... . 13.10 Cost -- of Tests diidInsoectidns ......... ................... --13.4 Records 11.7 Cost, of the Work -- Bonds and insurance, additional ................... 1 1A.5.9. Cash Discounts ............................................... )IA.2 CONTRACTORS Fee .............. 11.6 Employee Expenses.....................................11.4.5.1 Exclusions tq.... . . -11 ..... I .................... ;: ................ 11.5 General 11. 4-11.5 Homc'office and overhead Oqwnsq .......... ......... 11.5 Losses and damages ..................................... I I I - .4.5;6 Materials and equipment._........... ....... _ ......... 11.4,2 Minor expenses ............................................ 11.4.5.8 Payroll costs on changes ................................. 11.4.1 performed by Subcontractors...........................1i.43 Records11.7 Rentals of construction equipment and machinery ...................................... 11-4.53 Royalty payments, permits And license fees............. ........ 1.4.5.5. Site offi ce and temporary facilities„ .... ..... j1.4.5.2 Special Consulta.nt% CONTRACTOR's ............. 11 AA Supplemental ............................. .................11.4.5 Taxes related to the Work ......... 11,45.4 Tests and Inspection ............................ ............ 13.4 T Trade Discounts ........ ; ........................... .......... 11.4.2 Utilities, fuel and sanitary 6011ties'..- 1.4-5.7 Work alter regular hours ................. 11.4.1 . Covering Work....... .......... ....... tumulative Rcmedi8 . ........... .......................... 17.,�I-17.5 Cutting, fitting and patchin'p.....: ..... ; . ......... * .............. 7.2 Data, to be furnished by. OWNER ......... ?.3 Day7definitiofi of.. . ......... I .......... ........... .... T2.2 Decisions on Disputes .................................... 0,11,9.12 defective= -definition of ... ............ J.14 defective Work - Acceptance, OC......................................10.4.1, 13.13 EJCDC. GENERAL COND111OM 1910.8 (1990 EE)1-n9N) W/aTY OF FORTCOLUNS MOMFICA77ONS (REV 9/99) I Correction.or.Removal of 10:4,1, 13.11 Correction Period .......... ...... ... ;J112 in general ......................................... 13, 143, 14.11 Article or Paragraph Number .Observation by ENGINEER .... .......... ; ............... ; u OWNER Ma S op. '�Iork; ............... ....... 0- Y_t ....... 13.10 Prompt Notice of Defects.,.....,-... ...... ........ 13.1 Rejecting.... ........................... 01 ............ .... -9.6 Uncovering the Workj .................... ............. 13.8 Definitions ............. ......... I ! Delays .................................... A.I. 6.29,1123-12.4 Delivery. of Bonds . .......................................... . -) - I .......... , Delivery of'oertificates of insurance............................2.7 Determinations for Unit Prices....: ............. 9.10 Differing Subsurface or Physical Conditions - Noticeof .............................. .....................4.2.3 E WC T INEERs Review., .... ; ....... - ............. ; ....... 4.2.4 Possible Contract Documents Change,,,,,,,,,,,,,, 4.2,5 Possible Price and'Tinies Adjustments, .......4.2.6 Discrepancies -Reporting andResolving .......... ............... ; ..... 2.5i 3.3.2, 6.14.2 Dispute Resolution- Agreement J6.1-16.6 Arbitration ......................... ......... ........... j 6.1-16.5 genera116 Mediaticii ............... ................ .......... ....... J.6.6 Dispute Resolution Agreement...... ....................... 16.1-16.6 Disputes, Decisions.: by ENGINEER.__ .......... 1 9.11-9.12 Docum ents-- Copiesof ................................ ............... I ......2.2 Record 6.19 Reuse of .................. ...... ...... ......... _!_ ... 3.7 Drawings-7definiticn.pf,.., ...... ...... ................. j. 15 Easements...................... I ............. I ........................... 4.1 Effective date of Agreement definition Qf .... ........ J.16 Emergencies.. ........................ ..................... 6.23 ENGINEER- as initial interpreter on disputes„: ........ 11-9.12 definition of..., ................................................. 1.17 Limitations on authority andre;sponsibili . tiie�4 ..... 9.13 Replacement.of ....... ............. ........ 8.2 Resident project kepre-sciritatiVe ... .................. 9.3 ENGINEERs Consultant def;inition of .................. 1.18 ENGINEER s-- atithority.and responsibility, limitations on,._;,,:, . 9. 13 Adthoriii!d Va'riaiioris' in the Work....... ........ 915 Change Orders, responsibility for ... ;_9;7.�10, 11, 12 . Clarifioatto'nsand Interpretations-,_,,.. . ;§.3.9.4 Decisions on Disputes -_ ............... 9.11-9.12 defective Work, notice of,!. ....... a ........ - ....... 13.1 Evaluation of Substitute Items.,...,,,,,,:,,.. ....... ,6.7.31 Liability ............................. ..................... 6.32,9.12 Notice Work is Acceptable:: ..... ;, W� - j 4.13 Observations ................... ; ....................... §:K�2. 9.2 OWNER!s Representative ............. .............. ....... 9.1 Payments to the CONTRACTOR, Responsibility for.....................................9.9. 14 Recommendation of Payment ............ ;,; ..... 14.4, 14.13 Article or Paragraph Number Responsibilities --Limitations oi) ........... 9. 11 -9.13 Review of Reports.on Differing Subsurface and physical Conditions ....... .......... 4-2.4 Shop Drawings and Samples, review responsibility ................. ..... :.w ................... 6.26 Status.During CTstrudJon-- authorized variations in the Work ................ v9;5 Clarifications and Interpretations ................. :9.4 Decisions on Disputes ................. ; ......... 9. 11 w9.12 Determinations onUnit Price ....-................ . 9.10 ENGINEER as initial InterprcteT .......... 9.11-9.12 ENGINEERs Responsibilities : ............... 9.1-9.12 Lim itations on 8NG`rNEER!s Authority and Responsibilities p nsibititie . . - .4 ........ - ................. 9-13 O'WNEWs Representative ................... ; ........... 9.1 Project RelirmMaitive_.: .......... 9.3 Rejecting Defective Work .............................. 9.6 Shop Drawings, Change Orders and ...... ... 9. 7-9.9 Visits.to:Site .............................:........I .........9.2 Unit Price.deteiiuinitic)ns.,;....:,., .... ........... 9.10 Visits to Site .................................................... _-9.2 Written consent required, ........ .......... : ..... 7.2,9.1 Equipment, Labor, 1\,btcriaIs;an4 ............... 0.3-6.5 Equipment rental, Cost 'cifjheWork ----------.------ * ... 11.4.5.3 Equivalent Materials and .Equipment ........................ 0.7 error or omissions ..................................................0.33 Evidence of Financial Arrangements; , ,,,,; ........ 8.11 Explorations of physical conditions, ....................... 4ZI Feej,C0NT-RACTOR!.s--:Co§t$ plus; ................. ; ........ J1.6 Field Orrdcr�- definition. of ........................ ............ ....... ......... j-19 issued by ENGINEER.... .......... 3.6.1, 9.5 Final Application for Payment .... .......................... 14.12 Final Inspection... ..... ............... ...... 14.11 Final Payment - And Acjc;ptance-,-­.. ........ .......... - I 14: 1 3-14A 4 Prior to; for cash a11.9yances ........ .......... 11.8 General Provisions ............................... 17.3-17.4 General Requirements - definition 6(.... I .. ............ ...................... ............}.20 principat refemnces to:.. 4-`2;6, 6A 6.-6-6.7, 6..24 Giving Notice...... ......... ...: .......... ...........17.1 Gugmtep.of.Work -bvCONTP,'ACTOR;..��. 030, 14.12 Hazard Communication Program s .... ...................... 0.22 Hazard6mW.mo . emr definition of ........ ........... ........... ......... ........... 1.21 general. ------- .................. 4.5 OWNER'S responsibility for �--..' .................... Mo ESCIDC. GENB?-AL coiornONS 1910.8 (1990 EDITION) wt CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Indemnification 6.12,.6.16, 6.31-6.33 Initially Acceptable Schedules... ...........................2.9 Inspection - Certificates of..,,;,, ....... JA314, 13.5. 14.12 Final ............... ..................14.11 Article or Paragraph Number Special, required 6yENGINEER .........................9.6 Tests and Approval ............................. 7, 13.3-13.4 Insurance - Acceptance of, by OWNER...............................5.14 Additional, required by changes in the Work............................................. 11.4.5:9 Before starting the Work,,,,,,,,,,,,,,,,..,............... 2.7 Bonds. and --in general ....., .................................... 5 Cancellation Provisions.•-, ...... I .......................... 5.8 Certificates of ........ ....2.7, 5, 5.3, 5A.11, 5.4.13. ..................... 5 6 5 5.8, 5.14, 9,13.4, 14.12 completed operationsI .... ................ ........... 5.4.13 CONTRACTOR's. Liability.................................. 5.4 CONTRACTOR's objection to coverage,,,,,,,,,,,,, 5.14 Contractual Liability..........................._.........5.4,10 deductible amounts, CONTRACTOR's responsibility,,,,,,,,,,,,,,,,,, 5:9 Final Application for Payment .......................... 14.12 Licensed Insurers 5:3 ................................. Notice requirements, material change* ........ 5,81 10.5 Option to Replace .............................................. 5:14 other special insurances ,,,,,,,,,,,,,,,,,,,,,I.- .......... 5.10 OWNER as fiduciary for insureds .............. 5.12-5.13 OWNER'sLiability... --..... ......... _.-L-5:5 OWNER's Responsibility.....................................8.5 Partial Utilization; Property Insurance,,,,,,,,,•,,,•, 5.15 Property . ..... . ....................................:.........5.6-5.10 Receipt and Application of Insurance Proceeds.............................................5.12-5,13 Special Insurance 5.10 Waiver of Rights ...................... ............... $.11 Intent of Contract Documents .................... ,••„.1-3.4 Interpretations and Clarifications .....................3.6.319.4 Investigations of physical conditions ......................... 4.2 Labor, Materials and Eouioment 63-6 5 Lands -- and Easements...................................................$A Availability of,.... ...............:........................4:1. 8.4 Reports and Tests ............. ............ I— ...... I ............ 8A Laws and Regulations --Laws or Regulations - Bonds :...............: 5:1-5.2 .............. Changes in the Work........................................10.4 Contract Documents .................... ............... :....... .1 CONTRACTOR's Responsibilities ...... _.............. 6.14 Correction Period,deejectfve Work ,,,•,,,,,,•,,,,,„•,13.12 Cost of the Work, taxes...............................11.4.5.4 definition of ...... :.................. ......_........_..........1.22 gencra16.14 Indemnification. ................................... . 6.31-6.33 Insurance_.... 5.3 Precedence...... ........ I ....... ...... I ........... ...:....3.1, 3.3.3 Reference"to•, „-,•, 3.1 Safety and, Protect ton,,, - •,..... 620, 13.2 Subcontractors, Suppliers and Others .......,..6.8-6.11 Article or Paragraph Number Tests and Inspections,,,,,,,,,,,,,,,,,, ...13.5 Use of Premises ................................................ 6.16 Visits to Site.......................................................0.2 Liability Insurance-- C ONT RACTOR's............................................... 5.4 OWNER'S ....:.............. . 5.5 Licensed Sureties and Insurer*., ............................. . 5.3 Liens= - Application for Progress Payment ......................14.2 CONTRACTOles Warranty of Title. ........ 14.3 Final Application for Payment.,,,. 14.12. definition of,-- ............. ......... 1.23 Waiver of Claims ........ ..:............................... ..14.15 Limitations on ENGINEER's authority and responsibilities ..:....................: .9.13 Limited Reliance by CONTRACTOR Authorized ........................................................ 4, 2.2 . Maintenance and Operating Manuals - Final Application for -Payment ........................14.12 Manuals (of others) -- Precedence................................................ �.3.3.I Reference to in: Contract Document5..................}.3.] Materials and equipment- f irnished b}, CONTRACTOR .................. 6.3 not,incorporated in Work .......14.2 Materials or equipment -equivalent ........................... 0.7 Mediation,(Optional)................ .......................... 16.7 Milestones --definition of ...............I.: .....................J.24 Miscellaneous -- Computation ofTimes„-. ............. _........... -.--.- ,17.2 Cumulative Remedies.............:.:.......................17.4 Giving Notice.:... „17.1 Notice of Claim 17.3 Professional Fees and Court Costs Included„ 17.5 Multi -prime contracts........ .............. ............ I .......... ..-.7 Not Shown or,ndicated... ..:.....:...:......................... 4.3 2 Notice of -- Acceptability. of Project:........:..........................14.13 Award, definition of ................................. 1.25 Claiiti..........:.:.: .............. ::.............. .............. ).7.3 Defects,13.1 Differing Subsurface or Physical Conditions....... 4.2.3 Giving .......:..... .., ........:.......1.7.1 Tests.arid Inspections ..........:.: . . Variation, Shop Drawing and Sample.................6.27 Notice to Proceed - definition of ...:..:............... .............................. givingof ........................................................... 2.3 EJCDC OENIRa CONDITIONS 1910.9 (1990 EDITION) W/ CITY OF FORT.COLLINS MODIFICATIONS (REV 9/99) Notification to Surety-.; ......................... ...10.5 Observations, by'ENGINEER..... :.....:......::..... ::6.30, 9 2 Occupancy, of the Work...................5.15, 6.30.2.4, 14.10 Omissions or acts by CONTRACTOR ........ ... ..... 6.9, 9.13 Open Peril policy form, Insurance, .......................... 5.6.2 Option to Replace ...... .......................................... :..... 5.14 Article or Paragraph Num ber "Or Equal" Items......................................................6.7 Other work 7 Overtime Work --prohibition of .............. -.................. 6.3 OWNER-- Acceptance of defective Work .......................... .. j3.13 appolnvan ENGINEER ...... ......... ........ ............. 8.2 as fiduciary ............ ..:............................... 5.12-5.13 Availability of Lands, responsibility .................... 4.1 definition of ....:........... data, furnish...._..-........ 8.3 May Correct Defective Work : .......................... 13.14 May refuse.to make payment ............................. 14.7 May Stop the Work ....... :...:.:..::...:................... 13..10 May Suspend Work, Terminate .....:.....................8.8: 13:10. 15.1-15.4 Payment, make prompt ........ :.....:...... $ 3, 14.41 14.13 performance of other work ............ ....... :.............. 7.1 permits and licenses, ire quirements,,,,,;,,,,,,,,;;,,, 6.13 purchased instrance requirements,,,,,,,,,,,,,, 5.6-5.10 OWNER's-- Acceptance of the Wort;------------------------------6.30.2.5 Change Orders, obligation to executg,;, ..., i6, 10.4 Coin in un ications................ :.:..:.......................... .1 Coordination ofthe Work 7.4 Disputes request for .decision,,,,;,:,;,,;,;;;9.I1 Inspections, tests and approvals .................. $:7, 13.4 Liability Insurance,..........: ..:....... ........ :..:............ 5.5 Notice of Defects..............................................13.1 Representative --During Construction, ENGINEER's Status......................................9.1 Asbestos, PCBs, PCBs, Petroleum, Hazardous Waste or Radioactive Material ........ ........ $.10 Change.Orders... .............. :.................. :......... .6 Changes in the Work...................................10.1 communications ......:::..:.:--....::.:...................8.1 CONTRACTORS responsibilities ...............•... 8.9 evidence of financial;arrangeinents.............8:11 inspections,. tests ;and approvals:... ................... 8.7 insurance.:..........:.:...:.:...—......::.......::.......... 8.5 lands and easements .... ....... . ....... :_..:....._..,.... 8,4 Prompt payment by ..... .:................................83 replacement of ENGINEER :...:....:..:.:..:....:....8.2 reports and tests,, .......................................... 8.4 .stop or suspend Work-, ..:............... 8.8, 13.10, 15.1 terminate CONTRACfOR's services ...... .............. ....::....... _I ...... 8:8. 15.2 separate representative at sit@ ........... .::................ 9.3 xi testing; independent.........................................13.4 use or occupancy of the Wotic .........................5.15, 6.30.2.4. 14.10 written.consent or approval required........................................9.:1, 6:3, 11.4 EJdDC GENERAL CONDITION8 1910.8 (1990 EDITION) w/ CITY OF. FORT COLLMS MODIFICATIONS (REV 91") 11 Article or Paragraph Number written notice required ................... ..... 7.\�4,*x. ............ ....................... U.2,u.9.14.715.4 PCBs-- definition v[—............. —,—.......... ............. .2e .................. ...._--'_-4.5 for�.............................. Mn Partial Utilization_ definition o[.......... . ' —.}.2» Payments to CONTRACTOR and Completion" CONTRACTOR's Warranty of Title ....... Partial Utilization .... 14.10 Review of Applications for Schedule of Values. definition o[-------,---. ............. ]m u**er« —'—'-._`—'----_'_---4.5 ovmmocs Physical Conditions— Technical Data,. Limiit.0 R.61jaxi6e by Underground Facilities— Article or Paragraph Number Technical Data 4.12 Property Insurance— Additional ......................................................... 57 pmiiwvuozauvn............................... �5.15.\4.\nz Protection, Safety and 6-20-6.21, 13,2 Radioactive Material-- defintioud[--^—.......... ......... ....... ='_-1.»2 W/ CITY OF FORT COLLINS MODIFI(jATIONS (REV 9/99) Article or Paragraph Number ResidentSuperintendent, CONTRACTORS,,,.,,,.,;,.-„ 6.2 Respmsibihties-- CONTRACTORs-in general..., ....... ; ......... ...... 6 ENGINEERS -in general ........................................9 Limitations on ...................................... ___9.13 OWNER!s4n general ....... ......... 8 Retainage ................................................. .. . . . .. " - . ....14.2 Reuse of Documents....::.- ...... ............ Review by CONTRACTOR; Shop Drawings I and.Samples, Prior to Submittal .......................... 0,25 Review of Applications for Progress Payments .......... ....... ....... 14.4-14.7 Right to an adjustment ...... 10.2 Rights:of Way ....... ......... __1 .............. ............4.1 Rpyatties, Patent Fees and ............. ..................... �­.A 12 Safe Structural Loading ....................... ........... Saf6ty-- and Protection ................................4.3.2, 6.16,6.18, ............... .1 ......... . 6.2C421. 71, 13.2 general.............................. ; ........................ 6,M76.23 Representative, CONTRACTORS ........................ 0.21 Samples-- . definition of.....................................................1.34 general ...... ....... ... ;_0.24-6.28 Review by CONTRACTOR .... ........... .......... 6.25 Review by ENGINEER ....... ............. ; ......... 6.26,6.27 related Work ......................................................6,28 submittal of... --- ........ ........ submittal proceduresi ......................... ................ 6.25 Schedule of progress ............................. 2,.6,18-2.9164 ......... ............... 6.29. 10.4. 15.2.1 Schedule of Shop Drawing and Sample Subm.ittal§ ............................... 2.6,-2.872.9, 6.24-6.28 Schedule of Values., ......................... .,.2.6,2.18w2.9,1411 Schedules -- Adherence to ............................................. 5.2.1 Adjusting.:.:, ................................. ........ : ................6.6 Change of Contract Time* .......... 10.4 Initially Acceptable,..,.....,............................. 2.8.2.9 Prelim ........ A. ­'. I � .. ...... _2.6 ........... Scope .:ofChanges..... : ...... ........ I ................. 10�3_10,4 Subsurfice Conditions.,.,,;,.,,:,.................... 4.2; 1. 1 Shop. Drawigs-- and Samples, general........ ................... .... ;.6.24-6.28 ChangelQrders.,& Applications for Payment. 1, and ................... ............ _93-9.9 definitioh-,bt I.: . It : ..;, ...................... ....... . . ....... ......:.,I .35 ENGMER!s:approval of .................................16.2 ENGINEER!s responsibility for review ..................................... 9.7, 6124-6.28 related Work.. . ------- ... : ... ............. ........... ........ 6.28 review procedures ...................... ........ 2.18. 6.24-6.28 Article or Paragraph Number submittal required ...... .............. ...... ............ 6.24.1 Submittal Procedures .......................................... 6.25 use to approve substitutions .............................. ...............*............. 6.7.3 Shown or Indicat&k ............ ..................... ....... Site Ace , I ecss .................. ............... ............... 7!2, 13.2 Site Cleanliness;. 0.17 Site, visits to -- by ENGINEER ......................................... . 9.2, 13.2 by others ...... ................................ .......13.2 .special causes of loss" policy form, insurance ................... ....................... 5.6.2 definition oC ......................... ....................... _ J. 36 Specifications- definition of........................1.36 of Technical Societics,.reference to,_. __3.3.1 precedence..........; .::......... ; .................. ........ 33.3 Standards and Specifications of Technical societies ., .... ........................... 3.3 Starting Construction, Before ...................... 15-2.8 Starting the Work. ....... .......... 2.4 Stop or Suspend Work -- by CONTRACTOR...........................................15.5 by OWNER ....................... ....... ;�_8.8, 13.10,15.1 Storage of materials and equipmen.t ..................... 4.1.7.2 StruciuralLoading, Safety,,,;, ................... .... 6.18 Subcontractor" Concerning_ ............ ............................ . definition of. .................................................... J.37 delays................ .......... ........ ----------- --- 12.3 Waiver of rights................................................0.11 Subcontractors --in general ........... ................... :;6.8-6.11 SubcontraCtS--required provisions., ....... 5.11, 601; 11.43 Submittals - Applications for Nyment .................. .............. 14.2 Maintenance and Operation Manuals ...............14.12 1 , . p Procedures............ ....... __ ........................ ProgressSchcdulcs....................................... 2.6, �2.9 Samples .... ................. ....................... 6-24-6.28 Schedule of Values. ............. ; ........... ;: ......... 2,6,14.1 Schedule of Drawings and Samples Subn issions ......... _ ....... ;.,2.61 2.8-2:9 Shop Drawing§ ............... .......... ! .......... 6.24-6.28 :Substantial Ccmpletion- certification o(; ...................... .... 630.2.3, 14m8-14.9 definition of;,,, 1.38 Substitute Constriiction Methods or Rocedum ........ 6.7.2 Substitutes and ','Or EquW.Itcm: .............. ... ..... 6.7 CONTRACTOR'S Expert 1.3 ENGINEERs.Evaluation ............................ 6.7.3 "Or -Equal"__ .......................... b ........ .......... 6.7.1.1 Substitute Construction Methods XW EJCDC. GENERAL. CONDITIONS 1910.4 (1"0 EDITION) CITY TY OF FORT COLLINS MODIFICATIONS (REV 9199.) I I I fl I I I I I I I I I I I I Article or Paragraph Number or. Procedures 6.7.2 Items Substitute I .... 6.7.1.2 Subsurface and Physical Conditions -- Drawings of, in or relatbg to ......................... 4.2.1.2 EN61NEERs R6iew 4.14 general....................................... ....................... 4.2 Limited Reliance by CONTRACTOR Authorized............. I .................. I ................. 4.2,2 Notice of Differing Subsurface or, Physical Conditions, ..... .......... _ ...... ......... 4.2.3 Physical Conditions.......................................4.2.1.2 Possible Contract Documents Change ...... ........ 4.2.5 Possible Price andTimes Adjustments__ ......... 4.2.6 Repoits and Drawings.....................................4.2.1 Subsurface and .................................................4.2 Subsurface Conditions at the Site, ..... ............. 421.1 Technical Data ................................................. 4.2.2 Supervision— CONTRACTORs responsibility .................. ........ 0.1 OWNER shall not supervise,,,,,,,,,,,,,,,,,, 89 ENGINEER shall not supervisq ................ 9.2, 9.112 Superintendence ....... ­ ...... ....... ....... ............. 6.2 Superintendent. CONTRACTORs resident ...............0.2 Supplemental costs,,..,,,.,,,, .............. . .......... 11.4.5 Supplementary Conditions -- 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, I ................ 5.11, . 6.8, 6.13, 7.4, 8.11, 9.3, 9.10 Supplementing Contract Documents ......................... 3.6 Supplier -- definition of ............... ........................ .............. 1.40 principal references to ........... 3.7, 6.5, 6.8-6 11, 6.20, .....................................0.24, 9.13, 14.12 Waiver of Rights ... ............ I ......... ........ I ........ I ... 6.11 Surety- consent to final paymenk ....................... j 4.12, 14.14 ENGINEER has no duty to ................................ 9.13 Notification of ....................... ! 10-1. 10.5. 15.2 qualification of I ....... I ............. ; ...... ........ ....... 5.1-5.3 Survival of Obligations... ... ....................... ......... 6.34 Suspend Work-, OWNER May ....................... 13.10,15.1 Suspension of Work and Termination, ....... .............. 15 CONTRACTOR Nby Stop Work or Terminate : ................................................ l5.5 OWNER May Suspend Work .......... ... I ................ 1.5;1 OWNER May Terminate.. ................... ...... 15.2-15.4 Taxes --Payment by CONTRACTOR ........................ 6-15 Technical Data -- Limited Reliance by CONTRACTOR . ................4.2.2 Possible Price and Times Adjustments ..............4.2.6 Reports of Differing Subsurface and Physical Conditions....................................4.2.3 xiv Temporary construction facilities....................I......... 4.1 Article or Paragraph Number Termination" by CONTRACTOR ................................... ........ 15,5 by OWNER ......... .......... : ....... �. 8.15.1-15.4 , of ENGINEERs employment,,,,,, ... _.._„ 8.2 Suspension of Work-in general ............. I ................. 15 Terms and Adjectives ............. ; ................................. 3.4 Tests and Inspections Access to the Work, by, others.,_....................... 13.2 CONTRACTOR,s responsibilities ......................13.5 cost of 13.4 covering Work prior to ........... .................. )3.6-13.7 Laws and Regulations (or) ................................ 13.5 Notice of Defects. ........ I .... 11 ..... lq­l .................... 13.1 OWNER May Stop Work.........:.___...............13.10 :OWNER's independent testing ........................... J3.4 special, required by ENGINEER ......................... 9.6 timely notice required,.........;...............................9.6 134 Uncovering the Work, at ENGINEERs request __.___ .............................. -13 13.8 -9 Times-- AdjiLsting......................... ................... I .............. 0;6 Change of Contract..................:..................I.......12 Computation of ............................ ....................17.2 Contract Times --definition of..,__ ...... I.;;; I ....... 1-12 day...........................................17.2.2. Milestones,,,,,,,,,,,,,,,,; es ................................... 12 Requirements -- appeals -................... ........ .......... 9.10,16 clarifications, . claims and disputes,,,,,,,,,,,,, ,,,,9.11, 11.2, 12 Comm encem ent.of Coritraett , imes 2.3 Preconstruction Conference ............................ schedules ......................................... 2.6.2.9, 6.6 Starting the Work............................ ­ .......... .2.4 Title, Warranty of ..................................................... 14.3 Uncover' Work Uncovering I ............. 13.8-119 Underground Facilities, Physical Conditions- dcfinition.o(: ...... ........... ; .................................. J. 41 Not: Shown cr Indicated ................................... 4.3.2 protection of ...... : ....... ............. 4.3, 6:20 Shown or Indicated,,,,,,,,,.,,,. .................. 4.3.1 Unit Price Work - claims............ ................................. I , 1.9.3 definition of ..................................................... 1.42 general 1.9. 14.1. 14.5 Unit Prices -- general 11.3.1 Determination for ....... 9.10 Use of Premises.,,.,,,,_,,,, ............ ............... ­ 6.16, 6. 18, 6.30.2.4 Utility owners ..........................6.13, 6:20, 7.1-7.3, 13.2 Utifizatibm Partial ................... 1.28. 5.15, 6.30.2.4. 14.10 Valued thc-Work ..................................................11.3 Values, Schedule of ..............................2.6. 2.8 1 -2.9, 14.1 EJCDC GENERAL co?DrnoNs 19io-8 (iggo EwTioN) wl CITY OF FORTCOLLINS MODIFICATIONS (REV 9/99) I I I Variations in Work= -Minor Authorized......... I .............................. 6,25, 6.27, 9.5 Article or Paragraph Number Visits. to Site --by ENGINEER 9.2 ..... ............. **"* .... Waiver of Claims —on Final Payment ...................... 14.15 Waiver of Rights by insured- parties ........ .......... 5.11,6.11 Warranty and Guarantee, General --by CONTRA - CTOR ....... ............... ' 6.30 Warranty of Title, CONTRACTORs ................... .0­14.3 Work — Access to by others,._ ... .......................... ........ ­­­* 7 Changes in the ............................................... ..... 10 Continuingthe .................... ....................... 6.29 CONTRACTOR 1%&y Stop Work or. Term inate .4. 15.5 ................... .......... ........ Coordination of.. 7.4 .... ......... .......................... ,Cost of the ............ I ............... .... definition of............ .................................11.4-11.5 ........ 1.43 : neglected by CONTRACTOR ....... ; ... 1314 otherWork., ............ ; .......... ..................................... 7 OWNER May Stop Work ..... ... .......................... 13. 1 10 OWNER May Suspend Work .................. j 3.10, 15.1 Related, Work at Site ..................................... 7.1-7.3 Sorting the_ ................ �;, ........ ................. .......... .2.4 Stopping by CONTRACTOR .................. ........... 1.5,5 Stopping by. ...... ;:­;.; ...... 15.1-15.4 Variation and deviation authorized, minoT ........... 3.6 Work Change Directive — claims pursuant to . ............................................ JO.2 definition of ..... ­ .................. .................. ....... 1.44 principal references to,,,,,,,,,,,,,,,,,,,,, 3.5.3, 10.1-1 0;: 2 Written Amendment -- definition of ........ ........ .................. .... 1.45 principal references tq .............. 1.10,3 ' 5,5.10,15.12, ........ ; ................ 6.6.2. 6.8.2, 6.19,10.1, 10.4, .................... :..11.2, 12; 1, 13.12.2,14.7.2 Written Clarifications and Interpretations: .................. 9.4. 9.11 Written Notice Required — by CONTRACTOR ............................ 1.11, 9.10-9.11,. 10.4. 11.2. 111 by OWNER .......... 1, 1 0A 111.2, 13.14 xv EJCDC GENERAL CONDITIONS 1910.8 (1996 EDITION) wt CITY OF FORT COLLINS MODIFICATIONS (REV 9199) I I I SECTION 00500 AGREEMENT FORMS 00520 Agreement 00530 Notice to Proceed w (This pageleft blank intentionally) EJCDC CEN X& CONDITIONS 1910-9 (1990 EDITION) w/ aTY OF FORT.COLLINS MODIFICATIONS (REV 9/99) GENERAL CONDITIONS ARTICLE 1-DEFINITIONS Wherever used in these General :Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 1.1. Addend -Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change, the Bidding Requirements or the Contract Documents. 1.2. Agreement -The written contract between OWNER and CONTRACTOR covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment -The form accepted by ENG R which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the. Contract Documents. 1.4. Asbestos--Arry material that contains more than one percent asbestos and is Eiable'or is releasing asbestos fibers into the air above current action levels established by the United. States Occupational Safety and 14ealth Administration. 1.5. Bid -The offer or proposal of the bidder submitted on the prescribed: form setdng,forth the prices. for the Work - to be performed 1.6. Bidding Documents -The advertisement or invitation to Bid, instructions to bidders,.the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 1.7. Bidding Requirements -The advertisement or invitation to Bid, instructions.to bidders, and the Bid form. I.S. Bonds -Performance and Payment bonds and other mstrnanents of security. 1.9. Change Order -A. document recommended by ENGINEER, which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times; issued on or &her the Effective Date: of the Agreement. 1.10, Contract Documents —The Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR'S Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notia:of.Award) when attached as an exhibit to the Agreement, the. Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EXMCUENERAI: CONDIT1ON51910-8 (1990 Editiin) a/ CITY OF FORT COI.LIM MODIFICATIONS (REV 412000) same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders,. Work Change Directives, Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to paragraphs 3.5, 16.1 end.3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4.2.1 and 4.2.2 are not Contract Documents. 1,11. Contract Price -The moneys .payable by OWNER to CONTRACTOR for completion of the Work in accordance. with the Contract Documents as stated in the Agreement (subject to .the provisions of paragraph 11.9.1 in the case of UnitPrice Work), 1.12, Cataract Times -The numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii) to oomplete the Work so that. it is ready for final. payment as evidenced. by ENGINEER's written recommendation of fuial payment in accordance with paragraph 14.13. 1.13. CONTRACTOR-I'he person, fum or corporation with whom OWNER has entered into the Agreement 1_14. defectlye—Aft adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection; reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation.of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14,10). 1.15. Drawings --The drawings which show the scope, extent and character of the Work to be furnished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER aril are referred to in the .Contract Documents. Shop drawings are not Drawings as so defined 1.16. Effective Date of the .Agreement -The date indicated in the Agreement on which it becomes effective, but if no such date is'indicated itmeans the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1.1 7. ENGINEER -The person, firm or corporation named as such in the Agreement. 1.18: ENGD&ER's consultant --A . person, firm or corporation having a contract with ENGINEER to furnish services as ENGINEER's_ independent professional associate or consultant with.respect.to the Project and who is identified as such in the Supplementary Conditions. 1.19. Field Order --A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragrapphh�9.5:but which does not involve a change in the Contract Prtee or the Contract Times. 120. GUeneral Requirements=Sections of Division 1 of the Specifications. 1.21. Hazardous l;'aste-The term Hazardous Waste stall have -the, meaning provided in'Section 1064 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from tine totime. 1 22.a. Laws and Regulations; Laws or Regulations —Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities aiidcouris having jurisdiction I :22.b. Legal llokdays -hall be those holidays observed by the City of Fort Collins: 1.23. Liens_ Liens, charges,. security interests or encumbmnces upon real property or personal property. 1.24. '�Milestane--A principal event specified- in the Contract Documents relating to an intermediate completion date or time prior to Stihstantial Conpletion 'of all the Work. 1.25. Notice of-livan�A written notiee.Ity OWNER to the apparent successful bidder:stating that upon comipliance by the Lapparent successful bidder with the conditions prWeder enumerated therciri within the time specified, OWNER will sign and deliver the Agreement. 1.26, Notice to Proceed -A written notice given by OWNER to CONTRACTOR (with a capy0 ENGINEER) fixing the date on which the Contract Times will commatce to rim and on which CONTRACTOR shall start to perform' CONTRACTOR'S obligations •under the Contract Documents. 1.27. OiYNER=The public body or authority, corporatioq. ;association, firm or pers9n with whom CONTRACTOR has entered'into the Agreement and for whom the Work is to be provided. 1.28. Pa►tial Utilization —Use. by OWNER of a substantially completed part -of the Work for the purpose fJr which itAs intended (or a related purpose) prior to Substantial.Comipletionofall-the Work: 1.29. PCBs—PolyehlorinatW biphenyls. 1.30. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid. at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.3 pounds per square inch. absottite), such as oil, .petroleum,' fuel oii, oil sludge; oil refuse, gasoline, kerosene and oil affixed with other non -Hazardous Wastes and crude. oils:' 1.31c Project -The total :construction of -which the Work to be provided under the Contract Documents may be the. whole, or a part as indicated elsewhere in the Contract Documents. 1.32:a: Radioactive Mateiial--source, special nuclear, or byproditctmaterral as defined by the Atomic Energy Act of EJCDC.OENERAL CONDITIOM 1910-8 (1990 Edtim) W1 CITY OF FORT OOLLINS MODIFICATIONS (REV CNN) 1954 (42USC Section 2011 et:seq.) as amended from time to time: 1.32.b. Regular Woribm Hours -Regular working hours are defined as 7:00am to 6:L)(M unless otherwise specified in the General Requirements. 133. Resident Project Representative —The authorized representative of EIVGINEER`.who may be assigned to the site or any part thereof 1.34: Srri►iples—Physical 'examples of materials, equipment, or wort manship that are 'representative of some portion of .the Work and which establish the standards by which such portion of the 'Work will be judged, 1.35 Sinop Dr"Ings--All drawings; diagrams, rati illustons schedules end other data or information Which are `speafica)1y prepared :or assembled by' or for CONTRACTOR and submitted: by CONTRACTOR to illustrate some:porpon of the'Work. 136 Spec cations --Those portions. of the Contract Documents consisting of written technical descriptions of materials equipment; construction systems standards and workmarial ip as, applied t6 'the Work and certain admnostrative details applicablc'thcreto.. 1.37 Siibcontrnetor An individual, firm or corporation braving a, direct contrad,ivith CONTRACTOR or -with any other Subcontractor for the pi r rmance`of a pant of the Work at the site. 138 Substantial Completion: The' Work (or a specified nett thereo has progressed_ to the Point where, to the opinion �o� ENGINEER as evidenced by ENGINEER's . definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes .for which it is intended" or if rro such certificate` is issued when the Work is complete and. ready for final payment as evidenced by EI3GINEER's written recommendation of final payment in accordance with paragraph 14.13. The terns "substantially complete" and "substantially completed as applied. to all or part of the Work refer to Substantial Completionthereof 1.39. Supplementary Conditions —The part. of the ContractDocumentswhich amends or supplements these General Conditions. 1.40. Supplier —A manufacturer, fabricator, supplier, distributor, materialman a wridia having a lired.contract With CONTRACTOR, or with arty. Subcontractor to furnish'matenals or'equipment.to lie:'mcotporated in the Work by'CONTRACTOR or any Subcontractor. 1.41. Unde►grotmd Facilities —All pipelines, conduits, ducts; cables, wires, manholes, vaults, tanks tunnels or other such facilities or attachments, and any encasements containing such . facilities which ' have been installed underground to furnish any of the following services or materials: electricity: gases steam,. liquid petroleum products,, telephone or other communications, cable television, sewage and drainage removal, traffic or other control. system s: or .water. 1.42. Umt Pnce. Work. --Work t6..be paid f_or out the basis of unit prices. 1.43: W69—The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work Includes and is the result of performing; or. furnishing. labor and furnishing a . incorporating,materials a . equipin into the construction, and performing or furnishing services and furnisliirg ii. cuments, all as required. by the Contract Documents, 1.44. Work. ,Change Directive -A written directive to CONTRACTOR, issued_ :on or:afler the Effective Date of the Agreement and signed. by OWNER and recommended. by ENGINEER,_ ordering an addition, deletion or revision to the Work; or responding to differing or unforeseen physical conditions under which the Work is to be ,performed as provided 'in paragraph 4.2 or. 4.3 or to emergencies under paragraph 6.23. . A. Work Change Directive will not change the:(' iractPnce or:the:Contract Times bat is evidence that the parties expect. that the change directed or documented' .by' a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect,. if any, on. the Contract price or.Contract..Times as provided inparagraph 10.2 1.45. ii'rinen Amendment -A written amendment of the Contract Documents. signed, by. ;OWNER .and CONTRACTOR .on :or after :the Etfective. )ate of the Agreement and normally dealing with the, rionengincenng or nontechnical rather than strictly construction -related aspects of the Contract. Documents: ARTICLE 2-PREL kNARY MATTERS Delivery ofBondtsr. 2.1. When CONTRACTOR delivers the executed Agreements to. OWNER. CONTRACTOR shall also deliver. to OWNER such Bonds as :CONTRACTOR may be required to fit{riistn in acxoriiance with paragaphn 5.1. Copies of Documents 2.2.: OWNER shall famish to CONTRACTOR up to ten copses _ (unless, otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for.lhe execution.of theVc& Additional copies will be fumished,_upon request, at the cost.ofreproduction- Commencement of Contraq Times; Notice to iNroceed- 2.3. The Contract Times will commaice to run on the thirtieth day after the Effective Date, of the;Agreement, or, EJCDC GENULAL CONDITIONS 1910� (1990 Edtim) w7 CITY OF FORT COLLIM MODIFICATIONS -(REV 4/2000) if a Notice to Proceed is given, on.the;.day indicated in the Notice to Proceed. ANotice.to Proceed maybe given at any time within thirty days after the Effective Date of the Agreement _Times eEthe�greemenE,-whiehever-clabz-isearlier: Starting the Work.. 2.4. CONTRACTOR shall. start, to:perlbM the Work on the.date• when the Contract Times commence: to run, but no Work stall be done at the site prior to the date an which the -Contract Times commence to.run Before Starting Construction; 2:5: Before undertaking. each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents; and check ;and. verify: pertinent figures. shown thereon and all, applicable' field measurements. CONTRACTOR shall promptly report in writing to ENGINEER arty conflict, error, ambiguity or discrepancy which CONTRACTOR- may discover and shall obtain a written interpretation- or clarification from ENGINEER before„proceeding with ,an y Work affected thereby; tiowever,_CONTRACTOR shall not, be liable to OWNER orENGINEER for failure to report any conflict error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should.hav a known thereof. 2:6. Within tern: days,: after the. Effective Date :of the Agreement (unless. o-therwise..specificd .in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2.6:1. a ,preliminary: progress schedule indicating the times (numbers of days -or dates) for starting and completing the .various stages of the Work : including any INUestonesspecifed in the Contract Documents; 2.6.2. a preliminary schedule;of Shop.Drawing and Sample submittals which will. list each .required submittal and the times for submitting, reviewing and processing such subihittal-, 2.62.1.In no case will a schedule be acceptable which allows less than 21 calendar days for each revie%v.by Engineer: 2.6.3. -A preliminary schedule of values for all of the Work,whieh will. utclude quantities and' prices of items..aggregating .the Contract Price. and. will subdivide the Work into. component parts in sufficient detail to serve as the basis for progress payments during construction Such prices will include an appropriate; amount; of overhead and profit applicable to each item of Work: 2.7. Before any Work at the site is started, CONTRACTOR and G;W;BR shall eaeh deliver to the et#w OWNER: with copies to . ENGINEER 1 i n FA I certificates" of insurance (and other evidence of insurance faeserbly-request . reluested by OWNER) which CONTRACTOR is required to, purchase and maintain ' in accordance with paragraph§ 5.4-5 arid#=5. Preconstrudion Conference: 2.8. Within twenty days after the Contract Times slart.to run," but before aiiy Work a f the site is'started, a conference attended by :CONTRACTOR; ENGINEER and others is appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in: paragraph 2.6, procedures for handling Shop Drawings and other submittals processing Applications foi Payment and maintaining required records. InhiallyAccrpmble Schedules` 2.9. i3nless otherwise provided in the Documents, submimien a conference attended by= CON_ TRACTOR, ENGINEER and others as deli agn ted try O�VATER "will be held to"review or acceptability to ENGINEER,as provided below the schedules 'submitted in accordance with CON•fRACTOR.shall have an additional ten daysto make corrections and adjustments and to complete and resubmit the schedules No progress payment shall be made to CONTRACTOR until the; schedules are submitted to and acceptable to ENGINEER' as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times; but such acceptance will neither impose on ENGINEER responsibility for "the sequencing, scheduling or .progress of the Work nor interfere with or relieve CONMXCfOR from �CONTRACTOR'a hull responsibility therefor. CONTRACTOR'S `schedule of Shopp"D�rawtng and Sample" submissions. wine acceptable to i?NGiNEER. as providing,a workable arrangement for reviewing and "processing- .the required submittals CONTRACTOR's schedule: of values will be acceptable to ENGINEER as to form'and tiib tarue. ARTICLE 3—CONTRACT DOCUMENTS: INTENT, A111END1NG, REUSE Intent: 3.1. The Contract. Documents: comprise the entire agreement between OWNER ' and CONTRACTOR concerning the 'World. The Contract Documents are complementary what is dulled for liy.one ias.biirdirtgas if called" for by AL The 'Contract Documentswill be construed in accordance with tft law of the place of the Project. , 3:4. It is the intent of the Contract Documents to 0CDC OEt.SM CONDITIONS 19I0.8 (1990 E(fitiar) wi CITY OF FORT COLD m momnCATIONS (REV 42000) describe.a fitnctionally completeProject (or part thereof) to be "constructed in accordance with the Contract Documents. Any. Work, materials or equipment that may reasonably be inferred; from the Contract Documents or from previ ding.custom or trade usage as being required to produce the intended result will be furnished. and performed whether or riot specifically called for. When words or.phrases which have:a well-known technical or construction industry' or trade meaning "are', used to describe Work; materials or equipment;! such words or phrases shall. be 'mterpieted in accordance with that meaning.. Clarifications and irrtei#etatioru.of the Contract Documents shall be issued by ENGINEER as provided in paragrapIOA. 3.3. Reference to. S&ndards and Spec##1cgtions of Technical .Societies; Repa ing and "Resohing Discrepancies: 3.3:1. Reference to standards, specifications, manuals or codes of arty technical society,' organization 6i association, or to the. Laws Regulations: of any governmental authority; whether such reference be specific or by implication; shall mean 'the latest standard,, specification, manual code" or Laws or Regulations m effect at the time of opening of Bids (or, on the`Efl.tiv' C':Date of the Agreement'if there were no Bids), except as may be'otherwise specifically stated in the Contract Documents. 3.3.2. IC during the performance of the Work, CONTRACTOR discovers: any conflict, error, ambiguity or discrepancy within the Contract "Documents or between the" Contract Documents and any ,provision of any ,such Law or Regulation applicable to the performance of the Work or of any such standard; specification, manual 6rcode or of any instruction of any Supplier referred to in paragraph 6.5. CONTRACTOR shall "report it to ENGINEER in writing at once; and; CONTRACTOR shall not proceed With: the Work affectedithereby (except in an emergency as authorized -by paragraph;&3) until an amendritent or suppplement to4he ContractDocuments has been issued by one of the methods indicated in paragraph35 or 3A, "provided,` however, that CONTRACTOR 'stall not be liable to' OWNER or ENGINEER; for failure to report airy such conflict; error; ' 'ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except as otherwise -specifically stated in the Contract Documents or as may be provided by arachdment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6,. the provisions of the Contract Documents shall take ;precedence iri resolving any I.. error, 'ambiguity or discrepancy between the"provisicns of the Contract Documents and: 3.3.3.1. 'the provisions of any such standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 3.3.3.2. the provisions.. of any such Laws or Regulations applicable to :the. performance of the Work (unless such an interpretation of the provisions ofthe: Contract Documents would result ,in violation of such Law or Regulation).' No provision of any such standard, -specification, martial, loude.'o'r instruction. shall be effective to -cliarige Ax duties and.. responsibilities.;of OWNER. CONTRACTOR or ENGINEER; or any.of their subcon"qtors,.ccnsuftants, agents or employees from those set forth, in. -the Contract Docttm;nts,,r1cr. shall rit be effective to assign to OWNER, ENGINEER .c . rarty; of ENGINEERs Consultants, agents or cTployces; any duty or. authority to s.upfxvise , r direct the Rafniihing or. pcif6rmance of the Work.or any duty or authority to undertake. responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract Documents ­ . . 3:4. Mienever in -the Contract Docurnents:the terms "as ordered", ".as directed",. "as .required'-, "as allowed", "as approved" or, terms of like effect or import,amused, or the adjectives "reasonable!. "suitable?, "acceptable". "proper" or "sAgawxry' or.adljictive's'of like-effict _6T import are used to desuibe, a requirement, direction. •review or ju. ent 9(f ENGINE.ER as;to the Work it is;intended that such requirement., dircctio5, review or judgment will be solely. to.. evaluate, in , e Lt. e c plet 9 completed Work for compliance 1 information in the Contraonce with the requ --an . .1r eP on. _ 6f.a et Docutentsormance with ozinoppt.qf the .completed Project as a functioning whole is shown or indicated in the.Contract Documents (unless there statement indicatin otherwise): e use .is a:speci c.. g o of fairiyv,su,c'hteiTmn,�b,rr.adjecttve.4iaH'n6-ibe �e tive to mi to ENGINEER any dirty of authop ty to supervise.ordirect the Cumisliing or, ��rfmance, of the: Work or <any duty or authority rtake to responsibility contrary to the provisions rovisions of paragraph 9.13 or any other I prqvision of the Amendng and Supplementing Con&ad Documents.- 15.. The Contract Documents may be amended to provide for additions, - deletto ' fis and,•rev,i,sioriis inlhe Work or to modify. the terms .and c6nditions:ihereof in one or morez the following.ways: .3.5.1. iiiformal Writtq1Amendment, 3.52. a Chw*e.Oider (pursuant to paragraph 10.4), or EJCDC GESULAL CONDITIONS ' I91946ME(fifion) W/ CITY OF FORT COLLIM MODIFICATIONS (RLN 4/20DO) 3.5.3. a Work Change. Directive (pursuant to paragraph 10.1). 3.& In addition,I the_requiremerits of. the Contract Doc su variations Documentsmay be. _ pplemenie,4 and minor va and . deviations in theAVa may be authorized, in ,one or more of the f6ilaiving ways; .3.6.1. A Field Order (pursuant to paragraph 9.5), 3.6z2. ENGR=s approval of a Shop Drawing or (pursuant to paragraphs 6 26 and &210,.:or 3.63. ENG2E s: written interpretation or clarification(pursuant to paragraph 9-4). Reuse ofDocuntena.- 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person . ;or . orga . ilization pe . rOrm.ing or f any of.thi Work tinder 4 direct or indirect contract with OWNER (i) shall not have, or acquire* any to. .. I . : , -t� f - . - title - , or owner-�Iit n any o the Drawings, Specifications. Ter nis (or copies of any there6f)prepared by. or bearing the seal of ENGINEER or ENGINEERS .Consultant, and (ii). shall not reuse. any of such D I . - ; Spe6ficati&n, otherdo&im * - . -.MWUW .. ... CM,pr C40PICS on extensions of the Project or. any.6ther Orojecf without written consent of OWNER and ENGINEER and specific written verificafi.b.n.i)ra0aptaiio.fibyENGINEER ARTICLE 4-AVAILABILITY OF LANDS; SUBSURFACE AND, PHYSICAL CONDITIONS; REFEREqCE POINTS Ava.ffabifio, ofLands.-, 4.1. :OWNER shall finnish.. as.indicated inthe Contract Documents; the,. lands upon pon which the, .6rk is to be performed; and easements.fqor',,;acc= thereto: and suchrtt way which are desimated'for the OWNER.shall identify any encumbrances or restrictions not of general application Te 8but specifically ' - I ted to use of , lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permarient., changes in existing will wibe obt6ined.and -paid for by OVINER, unless otherwise provided in tie Contract - Documents, if CONTRACTOR :and, OWNER are unable to agree an entitlement to'br,ihe amount br,pxten,t of anyadjustments in the Cvritract Priceor the.Coritract Times as.A,result of any.d6y in, M 's furnishing -these ' R.land�'rights-of­ way or easements, CONTRACTOR may make,a, claim therefor .as . provided in Arti'66.s I I and 12. 5 CONTRACTOR,shali provide for all additional lands and access thereto that may be required for temporary, construction facilities or storage of materials and equipment., J.Z. Subsurface'andPhydralCanddons• 4.2.1. . Reports and Drawling': Reference is made to the Supplementary Conditions for identification of: 4 2.1.1. Subsurface Conditlons: Those reports of explorationsand, tests of subsurface: conditions at :or contigguuousto the site that have been utilized by ENGINEER in preparing the Contrail Documents; And 4.2.1.2: Plwsical CorriWorfs- Those drawings of physical conditions: in: or relating to' existing surface or subsurfacestructures at or contiguous to the site (except Undo ound Facilities) 'that have been utilizal by EIINEER in preparing the Contract Documents. 4 2 2: Limited Reliance by. CONMCTOR Authorized' Technical Data: CONTRACTOR may rely upon the ,general accuracy of the 'tectihicata"l dacontained in such reports and drawings but such, reports`am drawings are not Contract Dowments. Sueli'technical dam" is identified in • the Supplementary -Conditions. Exceptfor such reliance on such "technical data"„CONIRACTOR may not rely upon ormake any.claim against OWNER, ENGINEER or any.of ENGMER's Consultants with respect to: 4.2.21. the completeness of such reports and drawings for GONTRACTOR's . purposes, including; but. not limited to, any aspects of the means; methods, techniques; `sequences and procedures -of .const"ruction to be employed by CONTRACTOR :and safety precautions and programs mcideni thereto, or indicated in the Contract Documents, or 4:2.3.4. is of an ;unusual nature, and differs materially from conditions ordinarily encountered 'arid generally, recognized as inherent in work of the character provided for in the Contract Documa"'ther CONTRACTOR shall; premptjy immediately after becoming aware thereof and before bather disturbing conditions_ affected thereby or performing any Work in connection therewith (except in an emergency as Nnitted by yeragraph 623), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work m connection' therewith (except as aforesaid) until receipt of written order to do so. 42.4. ENGINEER'': Review: ENGINEER will promptly -review the pertinent conditions, determine the necessity of OWNERs obtaining• additional-W.loration or tests with respect "thereto and.advise OWNER ip'writing (with a copy to c6NTRAcTOR)1 of ENGINEEws findings and conclusions.. 4.2.5. Possible Conbncf Da umentr Changer If ENGINEER concludes that'a change in the Contract Documents. is required as a result of a condition that meets one or more of the categoii6 in paragraph 4.2.3. a Work Change Directive or a Charge.Order will be issued as provided. in' Article 10 to reflect; and document the consequences of such change. 4.16. Possible Price .and 'Timffus es A tnients: An equitable adlustmennt 'in the Contract- Price or in the Contract-Times;.or both, wilfbiallowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost oL or time required for performance of _the Work; subject, however, t6l& following` 4.2.12. other data, interpretations; opinions 4.2.6.1. such condition must any one or and information contained in such reports or shown more of the categories described in or indicated in such drawings, or paragraphs 4.2:3.1 through 4.') 3.4, inclusive; 4.2.2:3. any, CONTRACTOR interpretation of or condusion.drawn from any "technical' data" or any such data, interpretations; opinions or information: 4.2.3. Notice of Difiering Subsurface or Physical Conditions: if 'CONTRACTOR believes that any subsurfacd'oi physical condition it or contiguous to the site thai is uncovered or. revealed•either. 4:2.3.1. is of such a natuie.as,to'establish that ally "technical -data" on, which CONTRACTOR is entitled to rely' as provided in paragraphs .2.1 and 4 22 is materially inaccurate,;or 423.2. is of such a nature as- to require a change in the Coritrict Documents, or 4:2.13. differs materially from that shown or EJCDCGENERAL Cmrnom 1910-8 (1990Edtion) a•/ CITY OF FORT COLLI NS MODiFICATIONS (REV 412600) 4.2.6.2. a change iri the Contract Documents pursuant to paragraph 4 2 5 ;+ill ., not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 4163: with respect to Wort: that is paid for on a Ihttt:Price Basis arty adjust went in Contract Price ;rill be subject to the provisions of paragraphs 9A0 and`f1'9;;and 4.2.6.4. CONTRACTOR shall not be entitled to,any'adjusimentir the ContiactPrice or LTimes if; " 4.2.6.4.1. CONTRACTOR. knew of the existence, of such conditions at the time CONTRACTOR made a final cobmitinent to OWNER' in respell of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract .or 4.16.4. 1. the existence of such condition' 'i could, reasonably have been - eid. 1 11 dliseWe'r-edor reve,al . as -a result. of any examination., investigation; exploration, test or study of the site and contiguous areas- required by . the Bidding Requircmcnts�or Contract Documents to be conducted ed by. I or. fibr* CONT RACI'OR prior t . o � ! CON'TiACTORs tn'" such final commitment; or. 4.2.6.4.3. CONTRACT -OR. failed to giv . e-the Written notice .within the time and as required by paragraph 4. 2 3- If OWNER and CONTRACTOR. are unable to agree on entitlement to or . . '—_ as to the ,amount nt I or 17_0. opf any such equitable adustaintithe C6ntract Price or Contract Times, a claim may be, made j6refiaf 'a J: v,ded in Articles ll.and'12. Howeveri-OWNER. ENGINEER and ENGINEERs-ConsuAtants. shall not, be. liable to CONTRACTOR for any claims, :costs, losses or damages sustained byZONTRACTOkon or in cohnection.with any other project cian'nidpatc4r,6ject- 43. Phj4,ed Conddons�-Vndergroundi Fticifities. 4.3, 1. Shovm orIndcate& The inf6rmation and data own or indicated ml—.the.Contract Documents with respect to existing 'Undergrouia Facilities at or .contiguous to the:site is based on information and data furnished lto-OWNER OUENGINEER 6ylthc..o.)&mcrsof sucfi',Uhdetgrotind Facilities or by others. Unless it is otherwise, expressly Provided in the .Supplementary .conditions: . 43.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.311 The.coit ofatl of the following will be included in the Contra& Price and 'b6NTRACTOR shdlthave�full r tv'for: (i),reviewineand alt.Underground Facilities shown or indicated in the Contract bccuments,60, coordination of the Work - owners of i4i Lh'&rg]r6und Facilities with the' " ' such n during., construction, arid (iv)the safety and protection- of all ' � such - Undergfodxid Facilities. as provided in F�aragriph&20 andrepairing any. dame e thereto resultine.from.the Work. 4.12. Nol Sho,i.4r.or. 1n&ca-te&. If �an Underground Facility er ed q - r, - revealed evealed at.'br'i co,raiguous to the site Which was or, shown ' or ' indicated in the Contract Documents,. CONTRACTOR shall.,prefflPtly immediately. after becoming aware, thereof: and befoie .ha-ther,di.sturbing.-ccrtditions affected thereby or t,erformin.gany. ,Work .in,00moction therewith (except. in an. emergency. as required by paragraph6.23), identify -the owner i ofsucli Underground Facility and EXI)C(3ENEM CONDItONS 109-8 (1990 Edition) vdaTY OF FORT COLLIM MODIFICATIONS (REV 412000) give.wrinen notice to.that owner and,toWNER and ENGINEER ENGINEER .Owill promptly review the Underground. Facility and determine the, extent, if any, to which a change is required in the Contract Documents to reflect and docurpeni.the consequences of the existence of the Underground .Facility: if ENGINEER concludes that a change in the Contract Documents is required a Work- Change Directive or a Change Order will beissued as,provided.in Article.10 to reflect and document such consequences. During such time'CONTRACTOR �hall,be* responsible for ;�& the,. . safety..and protec - tion ; of such Underground Facility as. provided in paragraph 6.20. CONTRACTOR ag may be: allowed.an increase in the Contract Price or an, extension of the Contract Times, or both, to the extent that they are attributable to'the,existence,of any Underground -Facility that was not shown -or indlica; ta.d. in. the Contract Documents and that CONTRACTOR -did not knc ' rw-of and could not . reasonably haVe�-been exMied,to;.k. aware ofor to have anti6ipgic& kftl,�TER and CONTRACTOR are.liriable:6agree oh entitlement to or the amount or length of any such adjustment in Contract Price or Contract Times, CONTRACTOR may make a claim Consult - sh U not be -liable .t6,CONTRACTOR for any, claims,.,costs, losses or damages incurred or sustained by CONTRACTOR on or in connection withay , n othe :prqjeqoranticippttdppject.. - - -.r . . - Reference Points. 4.4. OWNER shall provide engineering surveys to establish reference, points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR - to pro I ceed . With the Work. C6NTRAdbR,"fl be responsible '-for. ,laying out the Work, shall protectand - preserve the :established reference ts poinand shall "make'no chanaevor.relocations; without the prior written approval of OWNER CONTRACTOR shall. repor(to, ENGI1,1EER,whehevef any.reference point is lost or destroyed or, reqt wies relocation because of necessary changes in grades or, locaiions,: and shall be responsible risible for the accurate replacement. or. relocation of such reference points by professionally qualified perior uiel;. 4.5. AsNifes, PCB., Petroleum; Wazardons Waste or Radioactive Materid. 4,5.1.. OWNER shall. be responsible for any Asbestos,, PQ13s, Petroleum,, Hazardous, Waste or Radioactive ve Material .. uncov.ered: ' or revealed at t the site which Was not shown. or indicated in Drawings or Specifications; --- ations or identified , in the Contract . . -­ ......- ''. - f� Docuinents-J.P.be- wi11niiithe; sc* :o the Work and which.may. piesent.a.su.bstanti'a'l,dang-'ei to persons or progrty.exposed theretp.inc.omeceion witlithe Work at site. OWNER shall not be responsible for any such materials' brought to,, . the site by CONTRACTOR, Subwntractom Suppliers or anyone else for whom CONTRACTOR is responsible: 7 �I ,_1 IJ J EXDCOE 1MUL CONDITIONS 1910.8 (1990 Edtion) w/ QTY OF FORT COLLINS MODIFICATIONS (REV 42000) ARTICLE 5--BONDS AND INSURANCE Performance, Payment and Other Bonds: 5;L CONTRACTOR shall furnish Performance and Payment Bonds; each in -an amount at lust equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obbiptions:under .the Contrad'Documcnts. These Bonds shall remain in`eftect at least until .one year after the date when final payment becomes, due, except as provided otherwise b -.L`aws or Regulations. 'or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as arc required by tfie Supplementary Conditions.: All Bonds shall be in•.ttie fonr prescribed by the. Contract Documents except as provided otherwise by Laws or. Regulations and shall be executed by such curettes as are named in the dtrrent. list of "Companies: Holding Certificates of Authority as. Accowblc Sureties. un`Federal Bonds and as Acceptable Reinsuring Companies". as published in Circular 570 (amended) by the Audit Staff: Bureau of Gcwerrnnent Financial Operations, U& Treasury Dcpartmcnt All Bonds signed by an agent must be accompanied by a' certified copy 'of such agent's authority to act. 5:2. If the - :surety on any Bond furnished by CONTRACTOR is' 'declared a` bankrupt' or becomes irmtvent'or nts iigk.to do business is:terminated in any state where any part of the Project is located or ii ceascs to meet the requirements of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both:of which musvbc'acceptableto OWNER 5.3. Licensed Sureties and Insurers; Cer iftcates of Insurance: 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased and '-in aintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or'authoriied in the jurisdiction' in which the Projectis'located.to issue Bonds or insurance policies for the limits':and coverages so- `re,quired 5uch.surety and insurance: companies shall also- meet such additional requirements and qualifications as may be providedin the Supplementary Conditions. 53.2. CONTRACTOR s}iall deli4er to OWNER with copies to'each additional msured'identified in the Supplementary' Conditions; certificates of insurance (and oilier evidence of ins<ance requested by OWNER or any. other, additional insured) which CONTRACTOR is required to purchase and maintain m. accordance, with paragraph 5.4; 9 R—shall CON 7R4CTOR'sLiabi&ry Insurance. 5.4. CONTRACTOR shall purdmase.and maintain such liability and other insurance as isappropriate for: the Work being performed and furnished and as will provide protection from.claims set forth below which mayarrse out of or result from :CONTRACTOR's performance and fim fishing of. the Work and CONTRACTOR's other obligations under the Contract Documents whether it is to be performed `-or furnished by CONTRACTOR, any Subcontractor or. Supplier; or by anyone directly or indii-ectly,;employed.by. any of them to perform or furnish any of the Work; or by anyone for whose, acts. any of them may be liable: 5.4:1. claims under workers compensation _disability benefits and other siinilareniployee benefit acts; 5 4:2.. claims for damages because of bodiltyy, injury, occupational sickness or _disease or ika_th of CONTRACT QR's employees;. 5.4.3. claims for damages;. because of bodily, injury; sickncss,or;discase; or death of any person other than CONTRACTOR'S employees;, 3.4:4 doims—fe 1pmh 5;4.5. claims for -..damages, other thanto the Work itself; because of injury to, or destruction of tangible .property wherever: located, including loss of use resulting therefrom; and 5A.6. claims for damages because of bodily injury or death of any pesort or property damage arising out of the ownership, mairrtenance or use of any motor vehicle. The.policies of insurance; so required by this paragraph 5.4 to be purchased and maintained shall: 5.0. with,. respect to insurance required by paragraphs $A3 through 5,46 inclusive, and 5.4.9 include as additional _insureds (subject to any customary exclusion in ;respect, :of.. professional liability), . ;OWNER;. ENGINEER, IMINEERs. Consultants arid airy; other persons or entities identified in the Supplementary Conditions, all of whom shall be. list ed:as-additional insureds and include coverage for the respective officers:.:and employees of all such additional insureds; 5 4.8 include the specific covera_gges and _be written for,aot less than the limits of liab, ty.proyided in the Sirpplemerdary Conditions or iegi kid : by Laws or Regulations; ,whichever is greater, 5:4.9: include completed,operations insurance; EJCDC GENERAL CONDITIONS i g i o-tt (1990 E(fition) a'/ CITY OF FORT COLIANS MODIFICATIONS OthV 42000) 5.4.10. include :contractual. liability insurance covering CONTRACTOR's indemnity obligations under p"graphs:0.12; 6.16:and 6.31.through 6.33, 5.4;11, contain ii provision or endorsement that the coverage a6rded,4ill,not be. cancelled,._materially changed or renewal refused until at least.thirtydays! prior..written•notice has been,given..to OWNER and CONTRACTOR and'to each other additional insured identified,in the Supplementary Conditions to whom a, certificate of; insuratict has been issued (and the certificates of insurance .furnished: by the CONTRACT OR. pursuantto paragaph5.3.2 will so provide); 5.4:1?: remain :in effort, at.least until finial _payment and at all timcs.thercafter. when CONTRACTOR mayy be correcting,.removing or: replacing. defective Wa- in accordance with paragraph 13.12 and 5A.11., with. respect to completed. operations insurance, and any insurance,coverage:written on a claims -made basis;_ remain 7in effect for<at,least two years after final payment (ap&CONTRACTOR shall 4"ish OWNER and each other additional insured identified in, the.: Supplementary:Conditions to whom a. certificate of insurance has been issued. evidence satisfactory to..OWNER:;and any ,such additional umsiired of continuation of ' such insurance at final payment and,one year thereafter). OWNEWs Liabi &rydnsurance: 5.5. . In; addition to insurance required to.be.provided by CONTRACTOR .under paragraph 5A : OWNER at OWNER's option ;may purchase and maintain at OWNEWs expense:OWNER's own liability insurance as will protect OWNER against claims which may.arise from operations under the Contract Documents: SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 30th day of March in the year of 2009 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Northstar Concrete, Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. AGREEMENT RENEWAL & WORK 1.1 Renewal. This Agreement is a renewal of the Agreement entered into between the parties on the 213t day of March, 2008, entitled Concrete Maintenance Project -Phase II, Bid No. 6088, City of Fort Collins (hereinafter called The 2008 CONTRACT)and all portions interpreted as if the same were attached hereto. 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. Related traffic control is also included. This renewal is authorized pursuant to Article 3.1.1 Contract Period, of the 2008 ' CONTRACT. This Agreement shall be effective on the date this Agreement is signed by the City, and shall continue in full force and effect until April 17, 2010. ' ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins Engineering, 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 Contract Period. This Agreement shall commence when this contract is signed by the City, and shall continue in full force until April 17, 2010, unless sooner terminated as herein provided. In addition at the option of the ' City, the agreement may be extended for additional one year periods not to exceed three (3) additional one year periods. Pricing changes, if any, shall be negotiated by and agreed to by both parties in writing. Section 00520 Page 1 1 J 1 OWNER shall not be responsible for purchasing iintaking any propertyinsurance to protect the. ;',of 'CONTRACTOR,, Subcontractors or,, -others in FXDC GENERAL CONDITIONS 1910.8 (1990 Edition) 10 WI CITY OF FORT COLLI M MODIFICATIONS (REV 411000) .i _ _ _ _ _ . I.I.• pey9blr urlilaF elTy p6ilcsy 50 i _C-ilk. in _ add: iOn 1111WER �...11 rig" :. .. itEar�OFSc H111394REW9 Pe—ka—I and the et'Eieers,-eilreeterss-e'i��loy�s-eiid-a$eius"ef-stiy'o€ tli0iil few Of -- .Se... OF ethefless d�tetidtlag �d}�Flf:—HC6i-f3lto a fiSlflg-ANF-6,�7�SF1(Ht�-�Olp-�fQ-6Fi�-p2fli; WhethOF6FiiF1f-iA6Hrflf.�-�1y- -A}iFI torn OFA QgffitS Of 8HY. 6PARM. Receipt and Application of Insurance PcPcee& 5.12. Any- insured Joss under the policies .of insurance ,required by paragraphs5k and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insuxedsas their interests may :appear,. _ subject to the , i requirements, o(qny- applicable mortgage clause and of paragraph 5.13. OWNER shall. deposit in a separate i1ccou so received,; and shall distribute it in accor h:agreement as the: parties in interest may 'reach If no other sp ecial agreement is, reached the P. lke4themoncysso recciyed applied ori-account thereof and the Work and the cost tihctc&.cdv circd by an appropriate. Change Order or — — . 1 .1 - .5.13, OWNER as fiduciax er to adjust shall have pow ,and�.setile' any loss. With the insurers unless one of the par . ties in interes . i:sfiall objcci.m;wn­6ng .'within fifteen days after the occurrence of loss to-OW`N_ER's.:CKerciSC of this power.. If such objection be made OWNER,as fiduciary shall make settleient with the, insuers'in'accordance with I . I �. it - . in_ ­ - spchagreement,,as the interes(may.tracK If no such .agreement among, the parties in interest is reached, OWNER,as fiduciary'shall.adjust and settle the loss with She insurers mii__ RY Pony 1 4-940-F Ar Acceptance of Bonds and Insurance; Option to Replace: 5.14. If -M4 �AVINE R ef i�FFP.WTQJ� OWNER. has any to the coverage afforded by or other, prov isi I ons. of thi Beitcts-er insurance required to be purchiised , . arxf maintained by , the -11=1 pew CONTRACTOR inaccordance with Article 5�. hosts of non-.6riformance. . with the Contract D6cuments. the (i& CONTRACTOR -in writing within ten ,fifteen day, ter receipt elv, of the certificates (eit��idem auesuda to OWNER :as required by var-amoh 2.7 Partid, Uttlization-Propertv Insurance ' 515: If OWNER findsit necessary to occupy or use a portion or portions of the Work prior, to Substantial EJCDCGENEKAI, CONDITIONS 1910-8 (IM ECE60n) W/ CITY OF FORT COLLINS MODIFICATIONS OLEV 412 000) Completion ofall the Work-.. such use -or occupancy may be 'accomplished in accordance With paragraph 14.1(}, provided that.no such use or occupancy shall commence before the-irisurers providing,the,property insurance have acknowledged noticefl kereof. and. in writing effected any c"es in coverage necessitated thereby- The. insurers providing the, property insurance shall •consent by endorsement on the. policy or, policies;. but the property instance shall not be cancelled or permitted to lapse on account iccourd of any such partial use or occupancy, ARTICLIE-ACONTRACTOR'S, RESPONSIBILITIES Supenision and Superintendence: 6.1. . CONTRACTOR shall s . inspect and I'M direct the:,Work.. competently and .- supervise devoting such attention thereto, and 6pplying..sti6h skills and ex .pemse as may benecessary,:tq perfdrin the Work in accordance with the Contract ' Documents; CONTRACTOR "I be solely responsible, for the means, methods,techniques, sequences and procedures of construction but CONTRACTOR shall not beyesponsible for the negligence of others in the design or specification .of a specific- means, method, technique; sequence or PV procedure of construction which is"shown w indicated in itna . iressly required by the Contract Documents. CONTRACTOR. be responsible to: see that the completed Work,complies accurately with the -Contract Document-.. 6.2, CONTRACTOR shall keep on the Work at all times during 'its- progress a competent resident supefiniendent.,who-.1shall ri&,be. iepi4ced.wiffiout written notice to, - OWNER and ENGINEER Lxcept under actraordinary.circumstances. The superintendentwill be CONTRACTOR's, r0ppesentati've.aI; the.-Pteand;shall have authority toact on behalf of.. CONTRACTOR., All com munications-io.16 suveiintendent shall be as binding as if given to,CONTRACTOR- Labor, Materials and Equipnient. 63, CONTRACTOR shall provide competent, suitably. qualified. per=mel to,. survey, lay out and construct, the Work asrequired by tfi&,,Caitract d r6r,the safety or pi6tection -of persons :or the or property. at -the site or adjacent thereto, and as otherwise- indicated in the Cizritiad Documents mk' at t . he . .. site shall -be I;H4,orrned dulm regular .9 1;; - and, CONTRACTOR will not ot permit ie work or the performance of Work- on Saturday, of, airy legal holiday Without OWNERs, written t_ given afiar, prior -.written notice: to ENGINEER, 6:4. Unless otherwise specified in the General contains or is followed. by words reading that no like, Requirements. CONTRACTOR shall frunish and assume equivalent or "or -equal" item. or'nb substitution is full responsibility for all materials, equipment, labor, permitted, other items of material or equipment or transportation cottstructiort equipment and, machinery, material or equipment of. other Suppliers may be tools; appliances. fuel power; light, heat, telephone, water, accepted by ENGINEER under the following sanitary facilities, temporary facilities :and all other circumstances: facilities and incidentals necessary for the furnishing, ' performance, testing; start-up:and oompletionofthe Work. 6.7.1.1. 'fir -Equal". If, in ENGINEER's sole discretion an item . of material or, equipment 6:4.1. Purchasing Restrictions: CONTRACTOR proposed by CONTRACTOR is functionally must corn ply'with the'City's'purchasing restrictions. A equal to :that named and sufficiently similar so that copy 'of the resolutions are available for review in the no changein'related Work will be required, itmay offices k lvla of the Purchasing and Risk- be considered by 'ENGINEER as an "or l" equahe Division or the.City Clerks office. item; in which case. review and •approval of t proposed item may, in ENGWEER's sole 6.4,2. Cement Restrictions: City of Fort Collins discretion be accomplished without ccompliance Resolution'91-121 requires that suppliers and producers with some or all of the requirements for if cement or products containine cela, to certify that _ acceptance of proposed substitute items. e cement was not made in cement kilns that bum 6.7.1.2 Substitute Items: If in ENGINEER's sole hazard_ otis waste as`a fuel. discretion an. item of material or equi meet proposed by CONTRACTOR dots not qualify as 6.5.. All materials and equipment shall be of good on "or -equal"' item under subparagraph 6.7.1.1, it quality and new except as otherwise provided in the will be considered a• proposed substitute item. Contract Documents All warranties � and guarantees CONTRACTOR shall submit sufficientspecifically called'f6r by tiie`Specifications shall express `ly information as provided below to allow run to the;bernefit of OWNER If required,by ENGINEER, ENGINEERito determine thatthe-item, of material CONTRACTOR 'shall 'furnish satisfactory evidence or equipment proposed is essentially equivalent to (including reports of required 'tests) ag' to• the hind and that named and an acceptable' substitute therefor. quality of` materials and equipment All .materials and 'applied, The procedure fbr review by the ENGINEER will equipment shall be install4 connected, erected, used 'and in 'accordance include tK- following `as supplemented in the cleaned conditioned withGeneral Requirements: and as ENGINEER may instructions of the:applicalile. Supplier; exceptas otherwise decide is appropriate under a eircumstances. provided'intheContractDoeu_ ments. Requests for review of'proposed'substitute items of material or equipment will not be accepted by ProgresirMedw1e.' ENGINEER from anyone other than CONTRACTOR If'CONTRACTOR wishes to 6.6. CONTRACTOR shall adhere to the progress fairish or tise a substitute item of material or schedule established in accordance -with paragraph 2.9 as it equipment, ,_CONTRACTOR shall. first make ' may be adjusted from time to time as provided below: written application to ENGMEER.%r acceptance thereof certifying that the proposed substitute will 6.6.1. CONTRACTOR shall submit to ENGINEER perform adequateip the functions and achieve the for acceptance `,(to the extent indicated 'in results'called tof by the general' desigp be similar paragraph 2.9) proposed adJustmerits in the progress in substance-to::that specifi and be suited to the schedule that will not chant ge }ie'Corttrad Times (or thated same use as specified The application will Milestones) Such adjustments will conform generally state the'txtent, if any; to which the evaluation to the progress schedule Bien m effect aril additionally and acceptance of the proposed, substitute. will will comply, with any provisions �bf the General prejudice CONTRACTORs achievement of Requirements appficablethereto. Substantial Completion on time whether or not ' acceptance of'ihe substitute for'use in the Work G 6Z Proposed adjustments: inthe progress schedule till require a'change. in any of the Contract that -will change the Contract Times'( Milestones) 'shall Documents (or in the provisions of any other be subi itted in accordance:with the requirements dired.contract with OWNER for work on the of paragraph 12.1 Such adjusanerits-may only be "by Project) to adept the design to the proposed made a"Change Order or Written Amendment in substitute and whether ornot incorporation or use accordance with Article.12. of the substitute in connection with the Work is subject to payment of any license fee or royalty. 6.7. SubsMittes;4rrd "Or -Equal" Items: All vanaUons of the proposed substitute. from that 6 7.1.: Whenever an item of material or equipment is specified will be identified m the application and available maintenance, repair and replacement specified or described in the Contract Documents by service will be. indicated. The application will using,the'rnme of a proprietary itemorthename of a also .contain an itemized estimate:, Of: all costs or rarti6ular Supplier thespeeification;or' description is credits that will result dircctly .or indirectly from attended'. to establish the type, function and quality acceptance of such substitute, including costs of ' required Unless the specification or description redesign and claims of other contractors affected 12 E)CDCOENERALCONDITIONS 1910-9(1990Editim) w/ CITY OF FORT COLLINS MODW-ICATIONS (REV 4,7000) by _ the resulting change,. all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposedsubstitute. 6.7.1.3: CON7RACTOR's Expense: All data Lobe provided, by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR's expense. 6.7.2. Substitute construction Methods or Procedures: If a specific..means; method, technique, sequence or procedure, of construction is shown or indicated in and expressly required by the Contract ,Documents;CONTRACTOR may finnish or utilize a substitute means, method, t0chniCfilC, sequence or procedure ofconstruction acceptable to ENGINEER. CONTRACTOR.shall submit -sufficient. information to allow ENGINEER, in ENGINEER's sole discretion, to detenm>ne.'tttat the sibstitute proposed is. equivalent to that eVresAy, called for by the ;Contract Documents. The, procedure.. for review by ENGINEER will be similar to that provided in subparagraph 6.7.1.2. 6.7.3: Eirginee✓s :Evabiatiow ENGINEER will be allowed`a reasonablctim' within which to evaluate each „proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2,.. ENGINEER will be the sole fudge ,'of acceptability. . No "or -equal" or substitute;will:tieordered .installed orrutilized without ENGINEER's prior.writteri acceptance which will hie evidenced by. either a Change Order or an approved Shop. ,.. Drawing. OWNER`_ may require CONTRACTOR ,to :furnish'; at - CONTRACTOR's expense a ,special performance:.;guararnize or other surety.wrth,respect to;any 'or equal' or substitute. ENGINEER will record. time required by ER ENGINEand ENGINEER's Consultants m evaluating substitutes proposed or'.submitted by CO.NTRACTOR;pursirant.to paragraphs 6.7.1? and and in making ;cbainges in the Contract )ocumen.s (or in. the. provisions,of any other direct. contract with QWNER for .wort. on the Project) occasioned :thereby. Whetheror, not ENGINEER accepts-$ubstitu-te item to proposed: or submitted by .CONTRACTOR CONTRACTOR, shall reimburse OWNER. for the :charges:, of ENGINEER and ENGINEER's.Consultants for evaluating each such proposed,Iw6stituts_iteni. 6.8. Concerning Subcontradors, Suppliers mild Others. 6.$;l..CONTRACTOR shall not employ, any Subcontractor, Supplieror other person or organization (including those acceptable. to, OWNER and ENGINEER.as indicated in paragraph:6.8.2), whether initially, oras a substitute; against whom OWNER or ENGINEER : may.. have ieasoneible objection. CONTRACTOR shall not be'required to employ any Subcontractor;.Suppliex other pemiri or organization to farT ish or, perform any of the Work; against whom CONTRACTOR has reasonable. objection. EICDC GENERAL. CONDITIONS 1910-8 0 M Edtitn) w/ CITY OF. FORT COLLINS MODIFICATIONS (REV 4R Opp) M CONTRACTOR shall perform not less than 20 percent of the Work with its own forces (that i& without subcontractine). The 20 %cent requirement shall:be.understood to refer to the Work the value; of which totals not less than 20�Rmgent of the Contract Price_ 6.8.2.TrGen Bidding Documents requtre the identity of certain Subcontractors Suppliers: or .other persons or organisations (,including those "who: are to furnish the principal items of _ materials or equipment. to be submitted t& OWNER ..in-advenee-o€ the speoifred date prior to. the.Effe"cbateof the Agreement for QwNbK's or hNUJNbbK's accgWce (either in writing;or by.'failing to: make written ,objection thereto by the date.indicated for acceptance or ybjection in the bidding docurn" or t1wC6ntract Documents) of ENGINEER of airy such Sub other person or organizational of any nght,of OWNER or defective Work. . NhK .or ipplier or a waiver to reject 6.9:1: CONTRACTOR shall be.fully responsible to OWNER and:ENGN8ER for all acts.aM.omissions of. the Subcontractors, :Suppliers. andiothcv persons or.fumi4nrig _any of,the indirect .contract with CONTRACTOR is TOR's own. acts. and retract Documents shall iy such Subcontractor, or drgaticzation any etween OWNER or b mitractor, Supplier or nor shall it create any L�IER,or ENGINEER to of any moneys due any r, or other person or therwise be required by rvouting in u the benefit, or, other :pe other person,or crgar obligation on the part pay or to see to, the p such Subcontractor;, 13 I 6.9:2. .CONTRACTOR shall be solely, responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or fiunishing& any of the Work under :--a direct or indirect contract with CONTRACTOR CONTRACTOR "I require all Subcontractdrs Suppliers and such other persons and orgarurations: performing or furnishing any of the Work to communicate :with the.ENGINEER through CONTRACTOR: 6.10. The divisions and sections of the: Specifications and the identifications of any Drawings shall hot control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11, All Work performed for CONTRACTOR by a Subcontractor or : Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplierwhich specifically binds the Subcontractor or Supplier' to the applicable terms and conditions of the Contract Documents for the Benefit of OWNER and ENGINEER: Whenever agFeement {aaragraphs 3 6 er 3 7; •' _ �- the C-{al*fFRA63OR- arid -the Subceittraeter-.er-Suntrlier-will Patent Fees and Rcq allies: 6.12. CONTRACTOR shall pay .all license- fees . and royalties and•assume all costs incident to the use in the performance of the Work- oi the incorporation' in"the Work of any invention; design, process product or device: which is the subject of patent tights or copyrights held by others. If a particular invention, design, process', product or device is specified to the Contract. Documents for use in the performance of the Work`and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling,for the payment of:any.hcense fee or roya@y to' others the existence ,of such rights 'shall be disclosed by OWNER to the'Contraot:Documents. To the fullest .e.ttent'."permitted by Laws and Regulations, CONTRACTOR .shall indemnify and hold 'harmless OWNER, ENGINEER, ENGNEER's Consultants and the officers; directors,' employees agents and other consultants ofeachand any: of them from and against all claims, c&is, losses 'and damages arising out of oriesulting from any infringement of patent rights or cooppyrights incident.to the use in the performance of the Work. or resultit horn the incorporation in .. -the Work of any invention design, process; product ,or device root specified in the .Contract 14 EJCDCOENSUt:CONDITIONS 1910-8(199OEditlm) wJ CrrY OF FORT COLU hs MODIFICATIONS tREV 4l2000) Permits: 6.13. Unless. otherwise provided in the Supplementary Conditions; CONTRACTOR shall obtain and pay for all construclion.pennits and licenses: 0. VNE&`shall assist CONTRACTOR,, when necessary, .in obtaining such pennits.and licenses. CONTRACTOR shall pay ,all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening.of Bids, or, if,there,are no 'Bids, on the Effective Dmew the ,Agreement. 'CONTRACTOR shall pay all clwges,�of utilityowners for connections to the Work; and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6.14. LarvsandRegulations. 6.14:1; CONTRACTOR shall give all notices and comply with: all Lawsand Regulations applicable to furnishing and performance of the Work: Except where otherwise expressly required by applicable Laws and Regulations; neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. 6.14.2. If CONTRACTOR performs any Work knowing or having reason to know•tharit.is contrary to Laws or Regulahont CONTRACTOR`shall bear all claims, costs; losses 'and damages caused by, arising out of or resultird therefrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that,the Specifications and Drawings are h.2ccordance with Laws and Regulations; abut this shall not. `relieve CONTRACTOR of CONTR'ACTOR's obligations under paragraph'3:3?. Taxes: 6.15: CONTRACTOR shall, pay all sales :coiisumer, use and other similar takes, 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`exemot from Colorado State and local- sales and use taxes `on: materials to be permanently incorpormtedintolhe rpjecc Said taxes shall not:be included rn the ContractPrice. Address: Colorado Department of Revenue State Capital Annex 1375 Sherman Street Denver._ Colorado, 80261 Sales and Use. Tares for the State ..of Colorado, Regional Trarnsaortation District-(TD) and certain Colorado counties are collected by : the State of Colorado and are. includedin the Certification of Exemption: All applicable Sales and Use Taxies (including State collected` taxes), on any items other. than construction and building materials pbysically inWW9ratcd7 into the oject are.to.be:-paid by CONTRACTOR -.and are to be included is appropriate bid items. Use of Premises: 6.16. CONTRACTOR shall confine construction equipment, the storage of materials. and equipment and the operations of worker to, the site arid land and areas identified in and peimitted;by the Contract Documents and other land arid areas pennttted t Laws arid Regulations, rights�of way, permits and easements; .and shall not unreasonably encumber the premises with construction equipment or- other materials or: equipment. CONTRACTOR shall assume full responsibility for any damage to an)' such land _or area, or to the owner or occupam thereof or of any adjacent land or areas, resulting from the performance of the Work Should arty claim be made .by any such owner or occupant because of the perfamanceofthe, Work CONTRACTOR shall promptly settle :with such other party .by negotiationorotherwise resolve the claim by arbitration or other dispute resolution proceeding or.at law.- CONTRACTOR -shall, to the fullest extent permitted by.Laws and Regulations indemnify and Consultant and,anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from an claim or action, legal or -equitable, brought by any such owner or :occupant: against:OWNER. ENGINEER or any. other party indemnified hereunder to, the extent, caused by or based upon CONTRACTOR's performance of the Work. 6.17. During the.progress of the Work CONTRACTOR shall keep the premises free* from accumulations of waste materials; rubbish _ and other debris, resulting from the Work. At -the completion :of the Work CONTRACTOR shall remove all waste materials rubbish and debris from and about the premises as.wellas•all tools, appliances, construction equipment and mac i.nery and surplus materials. CONTRACTOR shall kave.the, site clean and ready for occupancy by_ . OWNER at Substantial Completion of:the Weshall restore to on6nil condition all property -not designated for alteration by the Contract Documents: 6.18. CONTRACTOR shall not load nbrpermit anypart of any.. structure. to be loaded ,many. manner that. will endanger the -structure nor shall'CONTRACTOR subject any part_ of the Workor adjacent property to stresses or pressures that will endanger it. Record Documents:• EJCDCGENERAL CONDITIONS.100.8 (IM E(Gtion). wICITY OF FORT COLLINS MODiFFICATIONS (ItEV 4/2000) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings Specifications, Addenda, Written Amendments,, Change. Orden, Work Change. Directives,_ Field, Orders and written interpretations, :,and clarifications (issued pursuant to paragraph 9:4) in good order and arirmtated to 'show all changes' made ,.during; construction. These record documents together with all approved Samples and a counterpart of all. approved .Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, and rrior to. release of final payment, these record documents, Samples and Shop Drawings will be delivered to ENGINEER:fcr OWNER. Safety and Protection: 6.20. CONTRACTOR shall be. responsible for initiating maintaining and supervising all safety precautions.and programs in. connection with.the Work. CONTRACTOR -shall take::all new ssary precautions for the safety_oC and shall provide the necessary protection to prevent damage, injury or.loss to 6 20.1; ,all persons on the Work site or who may be affected by the Work; 6.20.2...All the Work and mate rtals':arid equipmem to be incorp orated'thereim whether in storage on or off the site; and 6 20.3. other, property, at the . site ;or adjacent thereto, including trees, shrubs lawns walks pavements roadways, structures utilities and Underground Facilities .not designated- for removal, relocation or replacement in cou rse'of construction. CONTRACTOR.shall.;comply. with'all,applicable_ Laws and Regulations of any public body having jurisdiction for safety of persons or property or to, protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for sudi safety :and protection. CONTRACTOR shall noLfyoVVT=:of_adJacent property and of Underground Facilities and utility owners when prosecution of the; Work may affect -them. and shall cooperate with them: in the protection, removal, relocation and replacement of then property. All damage, injury or loss to. any:. property referred tom paragr2phs:6.20.2 or 620.3 caused, *ectly or indirectly, inmhole orin part, by CONTRACTOR, any ;Suboontractor, Supplier or any other person or organization, directly; or indirectly employed by any of thedn to perform or furnish any; - f the Work_or anyone for•whose acts any of them may, be Arable, shall be remedied by CONTRACTOR,(except-damage or loss attributable to the 'fault of Drawings or Specifications ENGINEERs Consultant or _anyone employed W, any of them or anyone for whose.acts:any of them may be:liable, and not .attribu. le, directly or indirectly, >n:whole,or.in Subcontractor, Supplier ;or other person or ,.orgamzation directly or indirectly- employed by any of .;them). CONTRACTOR's "es .and .responsibihttes for tfm safety and protection of the Work shell continue: until such time as all the Work is completed and ENGINEER has issued a 15 H f [J 1 n I J notice to ,OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. Seijety Representative: CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties -and responsibilities stall be.the prevention.of accidents and the maintaining and supervising of safety precautions and programs. Ha;prd Commwrieation Programs: 6.22. CONTRACTOR shall be responsible for coordinatirm any exchange of material safety data sheets or other hazrrd communication information required to be made available to or exchanged between or among. employers at, the site in accordance with laws or Regulations: . F.mergencies: 6.23. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto; CONTRACTOR, .without special instruction or authorization from OWNER or ENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby: If ENGINEER determines' that a 'change in the Contract Documents is required because of the action:taken by CONTRACTOR in response to sucfi'an emergency, a Wort: Change Directive or Change Order will be issued to document the consequences of such action 6.24. ShopDrawings andSamples: 6.24.1.CONTRACTOR shall submit :Shop Drawings to ENGINEER for review and approval in accordance With the accepted schedule -of Shop Drawings and Sample submittals (see paragraph2.9)., All;submittals willbe identified as ENGINEER may require and in the 'number "of copies specified in the General ' Requirements. The data shown on the Shop Drawing; will be complete with respect to quantities, dimensions .specified performance an& designcritena, materials and siatilar data to mshow ENGINEER the aterials and egtupment CONTRACTOR proposes to provide and 'to enable ENGINEER to review the information for the limited- 'purposes required by PaPh 6 �6; 6.24.2. CONTRACTOR shall also submit Samples to ' ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample willbe identified clearly as'to material, Supplier, pertinent data such.as catalog numbers and, the mks for which'`intended and otherwise: as ENGINEER may require "to enable ENGINEER to review the submittal for the limited EJCDC GENERAL CONDITIONS 1910-8 (1990 E(ition) -' 16 w/ CITY OF FORT COLLI NS MODIFICATIONS (REV 42000) purposes required by paragraph 6.26. The numbers of each Sample to.be submitted will be as specified in the Specifications. 6.25. Submittal Ngce&vm. 6.25.1. Before submitting each Shop Drawing or Sample: CONTRACTOR shall have determined and verified: 6.25.1,1. all field measurements; quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25'I.2. all materials with respectto intended use; fabrication, shipp�pnirig handling; storage, assemblv and installation pertaiTl z to the perfornanceofthe Work, and 6.25.1.3. all information. relative to CONTRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR .shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings 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 indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR'S review and approval of that submittal: 6.25:3. At the, time of each submission, CONTRACTOR 'shall give ENGINEER specific written notice of such variations, if.any, that:theShop Drawing or Sample submitted may have from the requirements ;of the Contract Documents; such notice to be in.a written communication separate from the submittal; and, in addition, shall cause a specific notation to. be made on each'Shop Drawing and Sample subr6iited to ENGINEER for review and approval of each such variation 6.26. ENGINEER will" review and approve Shop Drawings and Samples inaccordancewith the -schedule of Shop Drawings and Sample submittals, accepted by ENGINEER as requited by paragraph 2 9.; ENGINEER's review and approval -will beonlyto deteniine if the items c6rered by " the • submittals will alter installation or incorporation in the Work; conform to the information given in the Contract Documents and be compatible with the design: concept of the completed Project as a functioning whole as indicated by the Contract Documents' ENGINEEks review and approval will not extend to means; methods,' techniques, sequences or procedures 'of construction (except where -:a particular means, method, technique sequence or procedure of construction is specifically and. expressly called for by the Contract Dodurtients) .or to, safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. . CONTRACTOR shall make coFrections required by ENGTNEER, and shall return the required number of corrected,copies of Shop Drawings and submit as required new Samples.lor review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous;submittals: 6.27. ENGINEER's review and approval of Shop Drawings or Samples. -shall not.relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of. submission as required by paragaph .6:253, and. ENGINEER has given written. aPlxoval of each :such variation by a specif written notation thereof incorporated in or accompanying the Shop Dmwing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility forcomplying:with the requirements of paragraph 6.25.1. 63$. Where a Shop Drawing. or Sample is required by the Contract Documents>or the schedule of Shop Drawing and. Sample submissions -accepted .by ENGINEER as required by..paragraph2.9, any related Work performed prior to ENGINEERs review and approval of thepertinent submrttsl will beat the sole. expense and responsibility of CONTRACTOR Continuing the Work:. 6.29, CONTRACTOR. shall carry on the Work and Adhere to the progress I schedule.duxin all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted. by paragraph 15.5 or as OWNNER'and .CONTRACTOR may otherwise agree in writing.. . 6.30. CONTRACTOR's General Warranty and Guarantee: 630.1:.CONTRACTOR warrants.. and; guarantees to OWNER,:ENGINEER.and ENGMi R&Consultants that all Work will, bein: accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder eaxcludes.defects or,dainage:caused'by: 6.30 f:l. _abuse, .modification or improper maintenance of :oPegation by persons..other than CONTRACTOR 'Subcontractors or Suppliers; or 6.30.1.2. normal wear and tear under normal (sage. 6:302. CONTRACTOR'S obligation to. perform and complete the Work 'in accordance with the Contract Documents shall be -absolute. None.of.,the, fo➢owing will constitute an acceptance of Work that is not in EJCDC OENERAL CONDITIONS 1910-8 (IM Ediim) wi CITY OF FORT COLLINS MODIFICATIONS'(REV 412OOW) accordance with the Contract Documents or. a release ofCONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER; 6.30.2.2. recommendation of any progress or final payment by ENGINEER(; 630.2.3. the issuance .of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER; 6.30.23. any acceptance by OWNER or any failureto do sox 6.30.2:6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice. of acceptability by ENdfNEER.pursuant to paragraph 14.13; 6:30.2.7. any inspection; test or approval by others, or 6.30.2.8. any correction of defective Work by OWNER /idemrti�calion 6.31. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER LNG INEER. I EN.GRgEER's Cons itants:and the officers, directors, employees, agents and other consultants of each:and any..otthem,from and against all claims, costs, losses and damages. (including, but not limited to; all fees and charges; of engineers; architects.. attorneys and other professionals and all court or arbitration or other_ dispute: resolution costs) caused by, ansing,.out. of or resulting •from the performance of the Work;'provided that any such claim, cost; .lass or damage: (i) is attributable to bodily injury,. sickness; disease or death, or .to injury to' or destruction of tangible' property (othi'r than the Work itsi lf), including the loss of use resulting -therefrom, and (ii).is caused.in.tvhole;or in part by, any.negligerit:act:or omission of CONTRACTOR any directly oi: indrectly employed by any ofthem to.perform or fiarlishany of the. Work or anyone for_whose acts any of them may be liable regardless of whether of -not caused in.part by any. negligence or omission of.a.person or entity indemnified . hereunder or whether liability- is imposed upon such indemnified party by ,Laws and: Regulations regardless of the: negligence of any. such person or entity, 6.32. In ;any and. all claims against OWNER or ENGINEER or, any: of their.respe.cttve consultants, agents, officers,, directors,or etnployees_:by `any,;employee (or the survivor,or,personal representative, of.such.employce) of CONTRACTOR .any Subcontractor, any Supplier, any person or organization directly or indirectly employed by 17 I any of them to perform or famish any ;of the Work or anyone for whose 'acts any of them tray be liable, the indemnification obligation under paragraph 6:31 shall riot be limited in any way by any limitationcn the amount or type of damages, compensationor benefits payable by or for CONTRACTOR or any' such)Subcorttract&i,. Supplier or other person or organization under workers compensation acts, disability benefit acts or other'employee benefit acts. 6.33. The. indemnification obligations of CONTRACTOR under parag iph.6.3,1 shall not extend to the liability_ of ENGINEER and ENGINEER's.Consultants. officers, directors, employees. of agents caused by the professionat.negligence.-errors or om ssions of any of than. Sandval ofObligatioar 6.34. All representations, indemnificatiori4, warranties and guarantees made in, required by;or given in: accordance with the. Contract'Doarments, 'as well as all continuing obligations indicated in the Contract Documents, will survive final paiyment; completion and acceptance: of the Work and termination or completion of the Agreement. ARTICLE 7-OTHER WORK Related Work at Site: 717 OWNER may perform other work related to the Project at the site `by OWNER' ,own forces;. or let other direct contracts therefor which shall contain General Conditions: similar to these, or have other work performed by uti&tyowiiers. If the fact that such'other work is to be performed was not noted in the Contract. Documents, then: (i) written notice thereof -will be given to CONTRACTOR prior to starting any such other work and (n)CONTRACTOR may make a claim .therefor as provided in Articles'I land 12,if CONTRACTOR believes that :such performarice will involve additional expense to CONTRACTOR:or requires additional` time and the parties are unable to agree as to the amount or extent thereof. 7:2: CONTRACTOR shall afford each other contractor who is a patty "to such a .lifeix :contract and each utility owner (and OWNER if 'OWNIIZ is performing the additional work with OWNERSs employees):. proper and safe access to,the'site and a reasonable opportunity for the introduction and storage of materials and ;equipment and -the ex,ccution'of such other work,and shall properly connect and coordinate' the Work with : theirs Unless otherwise provided! in the Contract. Documents, CONTRACTOR shall do all cutting, fitting and patching ofthe, Work that mey be required to'make its. several .parts come together properly and- integrate with such -other work. t614TR:ACTOR°shall not chdanger.<any work, of others by cutting, excavating or otherwise altering their work and will only cut or altertheir work with the written consent of ENGINEER and. ilie others .whose: work will be affected. The duties.and.rebilities of CONTRACTOR under this paragraph.are for the benefit of such utility owners and other contractors to the extent that there are comparable EXI)C OENERAL CONDMONS 1910.8 (1990 Edtion) 18 w/ CITY OF FORT COLLINS MODIFICATI NS (REv 42000) provisions for the benefit of CON -TRACTOR ;in said direct contracts between.OWNER and such utility owners and other contractors. 7.3. If the proper execution or results of any part of CONTRACTOR's Work depends upon work perfonned by others under this Article 7i :CONTRACTOR shall inspect such .other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such.other work that render it unavailable or.ursuitable for the proper execution and results `of CONTRACTOR's Work: CONTRACTOR'S 'failure so to report will constitute an acceptance of such other wori: as fit and proper for integration with CONTRACTOR's Work - except for' latent or nonapparent defects and deficiencies in such other work: Coorduration: 7.4, If OWNER contracts, with others for the performance of other work on the Project at the. site, the following will be set forth in Supple enta y Conditions: 7.4:1 _ the person, firm <or corporation who will have authority and responsibility for coordination of the activities'among the various prime contractors will be identified 7.4 2.. the specific' matters to be covered by such authority and responsibility will be itemized; and 7.4.1 the extent of such authority and responsibilities will beprovidcd. Unless otherwise provided `in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respectof such coordination ARTICLE'$ -OWNER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Condition% OWNER'shall-issue all communications to CONTRACTOR through ENGINEER. 8.2. In case of termination of the employment of ENGINEER OWNER shall, appoint an engineer against whom-E9A1•TI2-4C�91�rtrno-reasormble-objeetier� whose status under the Contract: Documents shall be that of the formei ENGINEER 83. OWNER shall furnish the data required of OWNER under the Contract Documents promptlyand shall make payments :to CONTRACTOR prorptly when they are due as provided'iri paragraphs 14.4;and 14.13. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference- points are set forth in pars_ graphs 4.1 and 4.4; Paragraph4.2 refers to OWNER' identifying and making available to 'CONTRACTOR copies of reports of'explorations and nests of subsurface conditions at the site and drawings of physical conditions in existing structures,at oroontiguous tothe site,that have been utilized ' byENGINFER-itio-pBr. g.ihe Con tract Documents. 8-4.. QV4MR's f:e9palloilities in and meintaining liability and prpp", mswanee us so 8.6.. OWNER is obligated to execute,Change Orders as indicated in paragraph I OA. 8.7., OWNER?s responsibility in resped of certain insp ections tests and approvals is set forth in paragraph 13.4. 8.8. In connection with.OWNER!s right to. stop Work- or suspend W6rk, see par 11 Or 1 0 And 15.1, ­rijht t6 terminate ParagraphI5.2 deals with 0 R's, terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not.supervise; direct or have control, or authority over, not be iespo risiblie for, CONTRACTOFs. means, methods, techniques, sequences or proccdures of construction or the safety precautions and programs: incident thereto, or - for any failure of CONTRACTOR to, comply with Laws, and. Regulations applicable, i . o'the fumis. �g or performanc . :6 of the Work. OWNER will nbe riot responsible I . r f6r CONrRAcT6Rs failure to perform or ftan@i the Work in accordance with the Contract Documents. ARTICLE, 9-ENGINEER'S STATUS DURING CONSMUCTION 0 WNER's Representative: 9.1. ENGINEER iviH­ be OWNER's representative during the construction period. the duties and resporrnbihties and the limitations of authority of ENGINEER as .0WNERs . representative during construction on . are set ,forth.in.the Contract Documents and shall not ' be extended withoutwritten consent of.OWNER and ENGINEER I'WiF to site. 9.2.. ENGINEER will make visits to the site at intervals appropriate to,. the. various stages of construction as ENGINEER deems necessary in order to.observe as an .experienced and'qualified designprofessional the progress E . JCDCOENERAL COND171014S 1910-8 (1990 Mticn) w/ CITY OF FORT COLLINS MODIFICATIONS UtEV 412000) that has been made and the quality of the,various aspects of CONTRACTOR!s executed Work-- Based on iriform.ation,obtaincd during such visits and observations; ENGINEER will endeavo . r for the benefit of :OWNER to determine, in general, if the,- Work-, is. proceeding in accordance with th�. Conttact,Docuinents. ENGINEER will not.be required to make exhawtive 6r'ccntinuous.on, site inspections to check the quality or.quantity -of the Work. ENGINEERs efforts will be diiected toward providing for OWNER a,greater degree of confidence that the completed Work will cbdcirn generally � I to the Contr4dDocuments., On-Ahe basis of,suchlvlsits and, on - site observations, ENGINEER will . keep , QVVNER in . formed.of. the progress of the Work and will.endcavor to guard OWNER against defective Work. ENGINEERS visits .and on -site obscrvati6nS,are subject to all the limitations on ENGINEERs authority and responsibility set forth in h paragrap9. 13,; and particularly, ticularly, but without limitation,. during or I as,a result -of ENGIAE , Rson-site visits observations, of 'CONTRACTOR's Work ENGINEER will not,supervise, direct, control or have authority over or be responsible. for CONTRACTOR's means, methods, techniques., sequences or procedures of construction, or the safety precautions and programs incidcnt�thereto, or for any failure of CONTRACTOR to comply I with Laws and Regu ' lalions applicable to the fimushing brperformanice-of the Work. Project Representative: 9.3. If OWNER and ENGINEER agree, ENGINEER will. Airnish a Resident, pr6ect Representative to assist ENGINEER in I providing.momcontinuous. observation of the Work-, The responsibilities and -authority and limitations , thereon of..any such, Resident Project Representative and assistants will be as pr6vid - ed in paragraphs ara rap 9.3 and 9.13 -0; thq 81668 Gonditiom of thew.General Conditions; If OWNER designatias-another representative or. agent to represent OWNER atthe site who Is not ENGINEERs Consultant, agent or.employee, the responsibilities. and authority and limitations ihere.on of such other person %krill, be as linitations as -provided in paragraph !9.13 of the eral Conditions and shall be subjectlo the:following: 9.3;I_ The _&��dealirks in matters pertaining to the-on he on ill, in generaL,be With the. ENGINEER and CONTRACTOR But. the Rye e entative Will keep the . OWNER; properly ME about such matters. The Representative' Z1,,nP'_L§Ubcontractors.,wiIl only be through or the full knowledge. CONTRACTOR. 9.3.2. Duties and Responsibilities ies, Representative wilL: 9.3.2.1:Sche&les Review the progress 19 ' 3.2 The Work shall be Substantially Complete within 60, consecutive working 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 30 calendar days of Substantial Completion. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER ' and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: ' One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after the sixty (60) 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 thirty(30) 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: Four Hundred Thirty Seven Thousand Eight Hundred Ninety Six Dollars and Seventy Five Cents ($437,896.75), 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. Section 00520 Page 2 I schedule,AM other schedules: prepared by the CONTRACTOR and consult with the ENGINEER concerning ocaptabilitx 9 3 2.2. `Conferences and Meeting - .Attend meeting with the CONTRACTOR such as 1 preconstruction: conferences, .progress. meetin s and other-'ob conferences and prepare and circulate copies of minutes of meetings. 9.32.3: Liaison . I Ii 1 1 1 f J 1 9.3.2:3.1. Serve as ENGINEER'S liaison with CONTRACTOR .working •principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understandini? the Contract Documents: 9.3.112. Assist inobtainim fmrn.OWNER additional details .or .information when. required for Proper execution'of the:Work. 9 -113. Advise the "ENGINEER and CONTRACTOR of the "commencement of anmm..Shop< Drawing iWreqing''asubmissionhas or not beenagproved by theENG1NEER: 9.3.2.4:Review"of Work Rejection of Defective War - Inspections andTests 9.3.2.4.1. Conduct.orrsite observations of the Work in progress to mist the. ENGINEER in: dcterrnining that the. Work i_proceeding in accordance Kith the Contract Documents. 9:3.2.4:3. Accompanyyisititts inspectors representing public or other agencies having. iurisdiction over the ProiecL reed the results Of !these .iirspeotions" and report to the ENGiNEER- 9:3 2;5: Interpretation of Contract Documents: Report to ENGINEER when clarifications and interpretations' of Ahe 'Contract Documents are .needed and transmit to CONTRACTOR clarification and .interpretation of the Contract' Documents'::.as issued by the ENGINEER 9:32:6: Modifications: Consider and evaluate CONTRACTOR'S' suggestions for EJCDC.OET'UV I. CONDITIONS 1910 8 (1990 E(ition) 20 al CITY OF FORT COLLI NS MODIFICATIONS (REV 42000) modification in Drawinj;s:or Specifications and report these recommendations to. ENGINEER. Accurately transmit to CONTRACTOR decons`issued by the ENGINEER 9.3.2.7. Records. Elk ;t �•� 9.3.2.8.1: -Furnish ENGJ! ER periodic reports; as. required of the pro e�ss ofthe 'Work "and of the CONTRACTOR'S compliame with the proeress schedulg a schedule of shop •Draw- i" and sample submittals. 93-2.8.2. Consult. with. EN_ GAT M in advance of scheduling major test-, inspections or start of important phases of the Work. 9:3:2:8.3. Draft proposed Change -Orders and Work Directive `changes. obtaining backup material from the CONTRACTOR and' recommend to ENGINEER Change Orders,_ _Work Directive :Changes and field orders 9:3:2.8.4. . Re oil: immediate) to ENGINEER an OWNER the occurrence of any accident. 9.3.2.9. Payment Requests: Review abplications 'or' with CONTRACTOR for compliance with the established _procedure for their submission and forward with recommendation to ENGINEER noting particularly the relationship of the yryment requested to the schedule of values work completed and materials and equipment delivered at the site but -not incoroor.F in the Wyk. 9.3:2.10. Completion: 9.12.10.1. Before ENGINEER issues a Certificate of Substantial Completion submit to CONTRACTOR-a.list of observed items reWirirg correctionor:completion 9.31102: Conduct final inspection in the company of. the ENGINEER OWNER and CONTRACTOR :and. "prepare a final list of items to becorrected or completed 9.3`.2.10.3. -Observe that all items on the final list have been corrected or completed and make recommendations to ENGINEER coricerning acceptance. 93.3_ Limitation of Authoritvi The Representative shall trot: 9:3:3:1. Authorize any deviations from the Contract Documents or .accot any substitute materials or equipment. unless authorized �yy_ft ENGINEER 9.3.32.. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents. 9.3.323. Undertake.•any,cf the responsibilities of the CONTRACTOR Subcontractors, or CONTRACTOR'S superintendent. 933.4. Advise on or issue directions relative to, or assume control over any aspect of the means methods techniques, sequences or ptggedures for construction unless such is specifically cmlled for in the Contract Documents. 9.3.3.5. Advise on or issue directions resardina or assume comrol over safety precautions and proerants in connections with the 'A"k. 9.3.3.6. Accept Shop Drawings or sample. submittals from anyone other than the CONTRACTOR 9:3 3 7. . Auitio6ze OWNER to occupy the Work- inwhole orin part: 9.3.3.8 Participate in specialized field or laboratory.tests,or inspections conducted by others except as specifically _ -authorized by the ENGINEER: Cl-ifications ap!4 Interpretations: 9A. ENGINEER will isstie:with reasonable promptness such. written- clarifications .or interpretations of the EJCDC OENERAL CONDi OM 1910-8 (1990 Edtiai) w/ CITY OF FORT COLLIMM MODIFICATIONS (REV 4/2000) requirements: of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the. intent of and reasonably ir6rable'from the Contract Documents. Such written clarifications an&interpretations will be binding on OWNER and CONTRACTOR_. OWNER If OER or CONTRACTOR. believes that. a written clarification or interpretation justifies an adjustment in the Contract Price or the -Contract Times and the parties are unable to agree to the amount or extent thereol: if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 17 or Article 12. Authorized;Variations in Work: 9.5.:..:. ENGINEER may :authorize minor variations in the Work from the requiiemenfs of the Contract Documents which-do.not involve anadjustment in the Contract Price or. the Contract Times and are compatible with the., design concept. of the completed Project as a functioning' whole as indicated. by the Contract Documents. These maybe accomplished by a Field Order and will be .binding on :OWNER and also on CONTRACTOR who shall, perform the Work involved promptly_. ;lf OWNER or CONTRACTOR believes that a Field Orderjustifies an adjustment -in the Contract Price or the Contra_ ct Times and,thc parties arc. unable to agree as to the amount or extent thereof, OWNER or CONTRACTOR.may:make a written claim therefor as provided in Article it or 12. Rqi-dng Defective: Work: 9.6:. ENGINEER will have authority to disapprove or reject :Work which ENGINEER believes to be defective, or that ENGINEER beliaves will not produce a,completed Project that conforms to the Contract Documents or that will prejudice -the integrity of the design concept of the completed Project as a ibnctioning whole as indicated by thie..Contract Documents.. ENGINEER will also have authority.. to require special. inspection or testing of the Work a, provided in paragraph 13.9, whether or not the Work is fabricated; installed or completed Shop Drawings, Change. Orders, and Payments: 9.7: In connection with ENGINEER's authority, as to Shop Drawings and Samples, see paragraphs 6.24 through 6:28 inclusive. 98: In connection with-ENGINEERs authority as to Change.Orders; see Article's .l0. 11; and.12. 9.9. In connection with ENGINEER's authority as to Applications fgr.Payment, see Article 14. Determinations for Unit Prices: 010.. ENGINEER will determine the.actual quantities and classifications of Unit Price Work : performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the. ENGINEER's: preliminary determinatiomon_such matters before rendering a written decision:thereon(by-reccmmerndation of an Application 21 1 11 1 1 H I for Payment. or otherwise). ENGINEER'swritten decision thereon will be final and binding upon OWNER and CONTRACTOR: unless, within ten .days after. the date of an) such decision, either OWNER or CONTRACTOR delivers to -the other and to ENGINEER written notice of intention to 1 from ENGINEER's decision and: (i) an appeal from ENGINEER's decision is.taken within the time limits and inaccordance With the procedures set forth in Exhibit: GC A"Dispute. Resolution. Agreement"; entered into between -.OWNER. and CONTRACTOR' pursuant to Article 16, or (iii) if no such Dispute Resolution Agreement has been entered'into; a formal proaedutg is inttuted by 'the al MhniQ".party:in a' forum of coinnetent iurisdiction to exercise such ngpts'or remediesas the appealing party may �imuth to ENGINEER'.s decision; unless in writing' by OWNER and appeal will riot be subject to the decision, unless otherwise agreed in writing by OWNER and CONTRACTOR 9.iI When functioning as interpreter and judge under peragraphs9.10 and 9.11, ENGINEER will not show Miality to,.OWNER or CONTRACTOR and still not be able in connection with any interpretation .or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 With. respect to any, such claim,dispute or other matter (except any which have been Waived by the making or acceptance of final payment as provided in paregrAph-.14.15) will be a condition precedent to any exercise byOWNER"or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim; dispute or other matter ptmsuem teAitisle-lb. 9.13. Limitations on ENGINEER.'s Authorftj,r and Decisions on Disputes: Responsibilities_, 9.11. ENGINEER will be the initial interpreter of the. requirements of the Contract Documents andjudge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performanec'and furnishing of the Workand.claims under Articles i I and 11in'respect of changes in the Contract Price or Contract Times will be "referred inivallyto•.ENGMER in writing with ,a request "for 816rinal decision in accordance with this .paragraph. Written notice of eachsdch claim, dispute or othermatter will be delivered by the claimant to ENGINEER and the other party to the 'Agreement promptly (but in no event later than thirty 'days) after the'st rt of,the occurrence or even_ giving rise iliereto, arkl written supporting data will be,submitted 16-ENGINEER and the -other party, within sictty",days: after the -start of siich occurrence or event uWm% ENGINEER allows an additional period of time for the ,submission of additional or more aoeurate data in support of such claim dislxite "or other matter. The opposmg.party shall submit any response to ENGINEER and the; claimant Within. thirty, days alter receipt, -of the :claimant's last submittal <(unlesss: ENGINEER allows_ additional i time). ENGINEER. will render a•formal decision in wriiin =within thirty days ftd receipt of thi opposing1party's submittal, if any; in acwrdahc.e� with .this paragraph ENGINEERS written decision on`such claim, dispirit or other matter will be fi ml and binding :upon OWNER and CONTRACTOR unless:'(i) an appeal from ENGINEER'S decision is taken Wdhun in'the te limits and in accordance with the pprrocedures set foAh in EXHIBIT GGt1, ^Dispute Resolution Agreement , entered uito.between OWNER and CONTRACTOR pursu .to".Article.16, or (i) if no such Dispute Resolution Agreement has been entered "into, a written notice' of intention' to appeal from ENG1NfER's written decision is delivered by OWNER or CONTRACTOR to.the other and to'ENGINEER within thirty days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of 1.competent jurisdiction to,' xercise'such rights: or remedies as the appeahng party may have with respect to such claim, dispute" or`other'matter in accordance with applicable Laws and Regulations within sixty days of the date of such �2 FXDCOE*NT ALCONDInON519I0-8(1990Edtim). w/ CITY OF FORT COLLINS MODIFICATIONS (REV 411000) 9.13.1. Neither ENGlNEER's. authority or responsibility under this Article 9 or under another provision of the Contract Documents nor: any decision made by,EN91NEER in good faith -either to exercise or not exercise such authority. or responsibility or the undertaking, exercise or. performance of any authority Cie responsibility by ENGINEER.shall create, impose or give rise to any duty owed by'ENGINEER to CONTRACTOR,` any Subcontractor; 'any Supplier; any other -person or or. nization ,or to"any surety for or'employee:or agent of a"riy of them. 9.13.2. ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods techniques, sequences or.procedures' of construction, or the safety precautions'and.progmms.iihcident thereto; or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. "ENGINEER will. not be responsible .for'CONTRACTO.ks failure to perform or furnish the Work in" accordance with the Contract Documents; 9.13.3. ENGINEER will not be responsible for the acts or 'omissions of CONTRACTOR or of any Subcontractor, any Supplier; or of any other person or o tion performing or furnishing any of the 9.13A.. 'ENGINEER's.review of the+finalApplication for Payment. and accompanying documentation and all maintenance and operatina instructions, schedules and'approvals, and other documentation required to be delivered by paragraph 14.12 'will only be to determine generally that their content complies with the requireaientsvo and in the c m:of certificates of inspections, .tests and approvals that the "results certified indicate eoiupliance with, the Contract Documents. 9.13.5: The limitations upon authority and responsibility set forth, in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants. ARTICLE 10—CHANGES IN THE WORK 10.1. Without invalidating the Agreement and without notice to any, surety,. OWNER may, at any time or from time to time, order additions; deletions;ar revisions in the Work:. Such additions, deletions o'r revisions will be authorized bys Written Amendment, a•Change,Order, or a Work Chainae:.Directive. Upon receipt of any such document; CONTRACTOR shall :promptly Proceed with the Work involved which will be performed under the applicable conditionsof:the.Contract Documents (cxoept as otherwise specifically. provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the: extent, if. any, of ;air adjustment in the Contract -Price or an.adjustntcnt ofthe•ContractTimcs that should be allowed as.a result of a Work Change Directive, a claim may be made therefor. as. proyided:in.Article I I or Article] 2. 10.3. CONTRACTOR shall not.be:entitled to an increase in the Contract Price or an extension.of the; Contract Times with respect;to:any Work performed:ihat is not required by the Contract. Documents as amended, modified and supplemented as provided in paragraphs 3;5 and 3.6, except in the caseof an emergency as provided in paragraph 6,23 or in the —case of uncovering Work as , provided in paragraph 13.9. 1.0.4.. OWNER and .CONTRACTOR shall execute .appropriate.Clwge Orders'. recommended by. ENGINEER (or Written Amendments) covering: 10.4,1. changes in the Work Which are (i) ordered by OWNER pursuant to paragraph 10.1; (ii) required because of .acceptance of deffictive; Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (in) agreed to by the parties; 10.4.2:. changes in the -.Contract. -Price or Contract Times.which are agreed to.bythe parties -.,and 10.4.3, changes in the Contract Price or Contract Times which embody the substance of any written :decision rendered by ENGINEER pursuant to paragraph.9.11; provided: that; in lieu of executing any. such Change Order, an appeal may; be taken from any such .decision in accordance with.the.provisions of;the ContractDoctunents and applicable: Laws.and Regulations; but during any such appeal;.. CONTRACT OR shall carry on the Work and adhere .to the progress schedule as providedin paragraph6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract.Documents EJCDCOENM. M CONDITIONS 1910-8 (IM. Edtion) V CITY OF FORT COLLIM MODIFICATIONS (REV 42000) (includirtg,but not limited to,. Contract Price or Contract Times) is required by the provisions. of: any Bond to be given;to.a surety, the giving. of any: such notice will be CONTRACTOR's responsibility,,and ahe amount of each applicable Bond will be adjusted accordingly. ARTICLE 11-CHANGE OF CONTRACT PRICE .11.1. The. Contract Price constitutes the total compensation (subjectto authorized adjustments) payable to CONTRACTOR for performing the Work. All duties, responsibilities•and obligations assigned . to or`undertaken by CONTRA1-OR:shall beat CONTRACTOR-s ex Cpense without changc in`the Contract Price. 1.1 2 The Contract Price may -only be changed by a Change :Order or, by :a. Written" Amendment Any claim for ai adjustment in -the Contract.Price shall be based on Written notice deliVered by the party. making the claim to the other party and to ENGINEER promptly (but in no event later :than thirty days) after. the, start of the occurrence cr.event giving rise:to:the claim and stating the general nature of the claim. Notice 'of the amount;of the claim wiih supporting data _shall ,be of within sixty days after_ the start of: such occurrence or event (unless ENGINEER allows additional time,for claimant to subm it addifional_or,;more accurate data., in support of the claim) which the claimant is entitled: as a result of said occurrence or event.. All; claims for: adjustment., in. the Contract Price -shall be determincd, by ENGINEER in accordance with paragraph 911 if OWNER and CONTRACTOR cannot otherwise aoree On :the. amount No: claim for an adjustment. in, the Contract be:valid if not submitted in accordance with this 11:2: 113; The value, of any Work .covered. by :a ,Change Order or. of any claim for an adjustment in the. Contract Puce;WiH be determined as -follows: 11.3.1.. where the Work involved is -:covered by unit priers. contained in the. Contract Documents, by applicatron of such urut.pnces to the quardities of the items. involved (subject to the .provisions of 23 paragraphs 11.9.1 through 1193, inclusive): ' 11.12.1 where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed payment basis, including lump sum (which may include an allowahpe for overhead and ' profit not necessarily in accordance with paragraph 11.6.2), 11.3.3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump .sum is not reached under paragraph 11.3:2, on the basis of the Cost of the Work (cktertrtmed as provided in paragraphs -11.4`artd 11.5) plus a CONTRACTOR's fee for .overhead and profit (determined as provided in paragraph 11.6). Cost of the WorjL- 11.4. The term Cost of the Work means the sum. of all costs neoessarily.incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise. may be agreed to in writing by OWNER, such costs shall ' be in amounts no higher than those prevailing in the laxlityy of the -project,, shall include only the following items and shall not include any of the costs. itemized in paragraph 11.5: 1 11.4.1. Payroll costs for employees in the direct employ o CONTRACTOR. in the performance of the Work under schedules 'ofjob classifications agreed upon' by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents; foremen and other personnel employed full' -time at the: site. Payroll costs. for employees not -employed' full-time on. the Work shall be apportioned on'the'basis of their time spent on the. Work Payroll costs shall inshude btttatot be limited to - salaries and wages plus the cost of fringe benefits which shall 'include' social security contributions,. unemployment,excise. aril . payroll taxes, wod,ers' comperuattor,• health and-rrtirereiertt benefits, —bonuses; '' 1ea,z.AeAtien end helidaV p y aTlicable thereto. The expenses "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. Cost of all materials and equipment fitrnished and incorporated in the Work, including costs. of transportation and storage thereofi And 'Suppliers' field services requrred in` connection theirewith. All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds' with CONTRACTOR with which to make payments, in a 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 accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained. 11.4:3. Payments ' made. by CONTRACTOR to the Subcontractors for. Work performed or f unished• by Subcontractors. If ' required by OWNER, 24 EJCDC GENERAL CONDiTIOt S 19105 (1990 Edition) ' w! CITY OF FORT COLLINS 'MODIFICATIONS(REIN 412000) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver 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 Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractors Cost of the Woik and fee shall be determined in the same manner as CONTRACTOR's Cost :of the `Work and fee as provided in paragraphs 11:4, 115, 11.6 and 11.T All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but. not limited to engineers, architects, testing laboratories; surveyors; attorneys and accountants employed For services specifically related to the 11.4.5. Supplemental costs including the following; 1 l .4 5.1: The 'proportion of necessary transportation, travel and subsistence expenses of CONfRACTOR's employees incurred in discharge of duties:conneewd with the Work. 11.4.3 Cost; including transportation and maintenance; of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site: and hand tools not owned"by the"workers, which are coinsunled in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR: 11.4.5.3; Rentals of all ciirutruction equipment and machinery, and the parts thereof whether rented from "CONTRACTOR or others in accordance with rental `agreernents+Approved by OWNER With the advice of ENGINEER and the costs of_ transportation, loading,' unloading, installation, dismantltiig and removaf:thereof-all in accordance with terms of said rental agreements. The renal of any suchequipment, machinery :or parts shall cease when the use thereof is no longer necessary for the Work. 11.4.5.4. .Sales, consumer, use or similar taxes related to. the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11;4.55, Deposits lost for causes other than negligence of CONTRACTOR; any Subcontractor or anyone directly' or indirectly employed by -any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. 11.4:5:6: Losses and damages (and related expenses) caused by damage -to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the I performance and fimishing.9f the Work,(except losses and damages within the deductible amounts of property insurance established by OWNER in accordance .with .paragraph 5:9). provided they have resulted .from causes other than the negligence, of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts -arty of them may be liable: Such :losses shall include settlements made with the written .consent and approval of OWNER No.such losses, damages and:eVemes shall be included-in'the Cost of the Work._ for _ the Purpose of determining CONTRACTORSs fa. If however, any such loss damage requires reconstruction and CONTRACTOR is placed ' in charge thereof CONTRACTOR shall be pad:for services a fee proportiomatc fo that stated in paragraph 11.6.2. 11 4.5.7. The cost of utilities; fuel and sanitary facilities; at.the site.. 11.4.5.8. Minor expenses such as telegrams; long distance telephone calls, telephone service at the;site, expressage,and similar, petty cash items in connection with the Work. 11.4:5.9.. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The: term Cost of the Work shall not include any of the following:, 11.5.1. Payroll :costs and . other compensation of CONTRACTOR's officers, executives, principals (of parinership'and sole proprietorships), general managers, engineers; architects, :estimators; attorneys, auditors, accountants, purchasing :,and contracting agents, expediters, timekeepers,. clerks. and other personnel employed by CONTRACTOR whether: at the site. or in CONTRACTORS principal or a branch once for general administration of the Work and not specifica11 included in. the agreed upon schedule of jab classifications referred to in ;paragraph 11.4.1 or specifically. covered by paragraph I IA.4=all of which are to be .considered admii istrative:costs covered by the CONTRACTOR's fee. l 1.5.2. ExPenses_ of CONTRACTOR' principal and branch .offices other than CONTRACTOR's office at the site. 11.53: Anv pert of CONTRACTOR'S capital expenses including interest •on. -.CONTRACTOR'S capital employed for the Work .and charges against CONTRACT OR Cor delirtqurerit payments, 11.5.4. Cost of .premiums for. all Bonds .and for all insurance whether. or not CONTRACTOR is' required by,the Contract Documents to purchase and maintain the sarne' (except for the cost of premiu ins covered by subparagraph 11.4.5.9 above).. E)CDC GENERAL CONDITIONS 191.0-8 (IM E(fition) wl CITY OF FORT COLUM MODIFICATIONS (REV 4(2000) 11.5.5. Costs due to the negligence of CONTRACTOR; any Subcontractor, or anyone directly or, indirectly employed by any of them or for whose acts any of them may be, liable,. including but not limited. to, the con-ection. of defective Work, disposal of materials or .equipment wrongly supplied and making good any.,damage to property, 11.5.6. Other overhead or general expense costs of any kind and the costs :of any -item not specifically and expressly ircluded in.paragraph11.4 11:6. The. CONTRACTOR'S fee allowed to CONTRACTOR, for overhead and profit shall be determined as follows: 11.6.1. a.mutually acceptable fixed fee; or 11.6.2. if a fixed fee is not agreed upon, then a fee based on the followingg percentages of the various portion's of the ',Cost:ofthe. Work;- 11.6.2.1. for costs incurred under paragraphs,_11.4.1 and 11.4.2, the CONTRACTOR'sfee.shall bc.fitteen percent; 11.6:2Z for costs incurred under paragraph l l 43, the CONTRACTOR' fee shall be five percent: 11.6:2.1 where one or more tiers of subcontracts are;on the. basis of Cost of the Work plus a fee.and no fixed. fee is agreed upon; the intent of paragraphs 11.4.1; 114:2,,.11.4.3 and .1.1:6.2 is that the Subcontractor who actually Zrfostns or furnishes the Wort , at_.whatever tier, will be paid'a fee: of fifieen percent. of the costs .incurred by such. Subcontractor under paragraphs 11.4:1 and 11.4.2 and that any hipher tier Subcontractor and CONTRACTOR wilf each be paid a fee-ef-€tva-perca o the neA4ewertierJ=,.h tr»e—. to be ne og_6ated mood faith w i the OWNER but not to a c eed five percent of the.amount paid to the next lower tier Subcomracto .: 11.6:2.4. no fee shall be payable. on the basis of costs itemized under paragraphs 11.4.4, 11.4.5 and.11.5; 1.1.6.2:5. the amount of credit to, be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in Cost will be the amount of the actual net decrease in cost plus a deduction -in CONTRACTOR's feeby an amount equal to five percent of such net decrease; and 11.6.2.6.. when.both additioris.and. credits are involved.in anyone change, the adjustment in CONTRACTORs.fee shall be computed on the basis of the net: change in accordance with paragraphs 1 L6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cost of any Work is to he 25 I determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. Cash Allowances: 11.9; Iris understood that CONTRACTOR has included in the Contract Price all allowances -so named in the Contract Documents and shall cause the Work so covered to be furnished -and performed for such sums 'as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that: 11.8.1. the allowances include 'thecost to CONTRACTOR (less any applicable. trade ;discounts) of materials arid equipment requiredby the allowances to be delivered at the site, and all applicable taxes; and i i.8ICONTRACTOWs costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances, have been included in the. Contract Price and not in the 'allowances and no demand for additional payment on account of'anyof the, foregoing will -be valid - Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR onaccount of Work covered by Iallowances, and the .Contract Price "shall be correspondingly adjusted: 11.9. Unit Price Work- 11.9. 1. Where the Contract Documents provide that all or part of the Work is to. be Unit Price Work; initially the Contract Price will, be° deemed to include for all. Unit Price Wort. an':amount equal to the sum of the established unit prices for each separately identified item of Unit.Price Work times the estimated:quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of coinparisort of Bids and deterniinirtg an initial Contract Pricer Determinations of the actual quantities and classifications :of Unit. price Work performed, by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.1 Eaok unit price%will be. deemed to 'include an amotinf considered by CONTRACTOR to be adequate to cover'CONTRACTOR's overhead and profit for eachseparatelyidentified item. 1.1.9.3.OWNER or CONTRACTOR may make a claim for an "adjustment in the 'Contract Price in accordance:with Article 1 I" if: 11:9:3.1. the quantity of any, item of Unit Price Work - rf . ed by `CONTRACTOR differs materially and significantly front the estimated quantity of'such item indicated in the Agreement; EJCDC GENERAL CONDMOM 1910.8 (1990 Edition) 26 w/ CITY OFFORT COLLINSMODIFICATIONS (RL•'V42000) and 119:3?. there is no corresponding adjustment with respect to any other item of Work; and 11:9.33. if CONTRACTOR believes that CONTRACTOR is entitled to . an increase in Contract Price .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 of airy such increase or decrease. 11.93.4. CONTRACTOR acknowledges that the OWNER has.the right to add or delete items in the Bid or, chani_quantities` at OWNER'S sole discretion without affectinc the Contrad'Priee of any remaining item -so 'lone as the deletion or addition does not exceed twenty-five percent of the original total Contract Price. ARTICLE 12-CHANGE OF CONTRACT TIMES 12.1. The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestones) shall be based on written notice delivered by the party making 'the claim to the other party and to ENGINEER promptly (but `iri no event later than thirty days) after the occurrence. of the event giving rise to the claim and stating the general nature,ofthe>claim: -Notice of the extent of the claim with supporting data shall be delivered within sixty days after such bccurrence (unless ENGINEER allows additional time to ascertain more accurate- data in support of the, claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the -entire'adjustment:to:which the claimant has reason to believe it is entitled as a result of the occurrence ofsaici event. All claims for adjustment in the Contmd Times (or Mlestones)-shall be determined by ENGINEER in accordance with' paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times :(or Milestones) will be valid if not submitted in accordance with the requirements of this pantoph?12.1. 12.2._ All time limits stated in the Contract Documents are'of the "essence of the Agreement. 12:3. Where CONTRACTOR is , prevented from completing any part of the Work within the Contract Times (or'Mtlestenes) due to delay beyond the control of CONTRACTOR the.Contrad Tunes',(orMilestones) will be Oderided in'anambuntequal'to: time lost due.tq such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall mcIude, but "not be limitedto. acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article'7, fires floods rpidernic& abnormal weather conditions or acts of `God.' Delays attributable to and within the control of a Subcontractor or:Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4. 1 Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or. Milestones) dye to.delay beyond the control of both OWNER and CONTRACTOR an extension of the Contract Times.(or NMestones) in.an amount: equal to the time -lost due to such delay -shall beCONTRACTOR's sole and,exchisive remedy for:_such delay. In no event shall OWNERtie liable to. CONTRACTOR any, Subcontractor, any Supplier, any other person or organization or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within.. the: control, of the CONTRACTOR, or (ii) delays beyona,the control of both parties including, but not'limited to; •fires flods; o. epidemics abnormal weather conditions, acts:of:God or actsor neglect by utility owners or_other.contractors:perfcrming.otherwork as contemplated by Article 7: ARTICLE 13--TESTS . AND INSPECTIONS; CORRECTION,. REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1. Notice ofDefecxs:. Prompt notice. of all.defecrive Work of which OWNER or ENGINEER have .actual knowledge will be .given to CONTRACTOR All defective Work may. be rejected, corrected or accepted as provided in this Arfic1c.l3. AccesstoWork: 13.2: OWNER, ENGINEER, ENGINEER's..Co sultants, other representatives and personnel of OWNER independent testing laboratories: and governmental agencies with. jurisdtctionalinterests will have:access to;the.Work at reasonable -times_ for. their ,observation,..inspecting and testing. CONTRACfOR.shaIIprovide them proper and safe conditions for such accass and advise them of CONTRACTOR's site; safety procedures and programs so that they.may;comply therewith as'applicable:- Tests and Inspections: 13.3. CONTRACTOR shall _give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals. and shall cooperate with agxction and testingpersonnel to facilitate required inspections or tests. 13.4.. OWNER O'i4U employ, and. pay for the services of in independent• testing laboratory to perform all inspections tests :or rappov_ alt required by the Contract - Documents except: 13.4.1:, for. inspections; tests, or approvals covered by paragraph 13.5 below. 13.4.2. that:costs incurred in connection with tests or inspections conducted pursuant to :paragraph 13.9 E1CDC GEmmAL CONwn oks 19 i o-s p 990 Ediim) w CITY OF FORT COLLINS MODIFICATIONS (REV 42000) below shall be, paid as provided in said paragraph 13.9i:and 13..4.3. as otherwise specifically provided: in the Contract Documents. 13.5. If Laws.or.Regulations of arty public,body having jurisdiction require any Work (or part thereof). specifically to be inspected,. tested or approved by .an employee or other represenftative:osuch public body, CONTRACTOR shall assume full responsibility for arranging and obtauting such irispectiors, iests:or:approvals, pay all costs in cani=tion therewith, .and furnish ENGINEER the required certificates of inspection, or approval. CONTRACTOR shall also be responsible for arranging and obtsinng_aand shall pay all costs in connection with any uupechons tests, approvals required for OWNERS and ENGINEfiR's:acceptance of:materials or equipment to be:incaporated in the Work; or.of materials, mix designs, or equipment submitted for approval prior to CONTRACTORS.. purchase thereof :for incorporation in the Vork. 13.6. of any Work (or the work ofothers) that is to be insPected;, tested: :or approved is covered by CONTRACTOR without written. concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation, 13.7. Uncovering Work; as provided:in paragraph 13.6 shall be 'at CONTRA_ CTOR's, expense unless CONTRACTOR has, given ENGINEER timely notice of CONTRACTOR's intention- to .cover the. same and ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering Work: 13:8. If any Work is covered con to the written request of :ENGINEER;. it must, requested by ENGINEER beitricovered.for ENGINEER's,observation and replaced at CONTRACTOR'S ezperise. 13.9. If ENGINEER considers it necessary or advisable that covered Work be observed_ .by L•NGINEER or inspected or tested by others, .CONTRACTOR at ENGINEER's request, shall uncover, exptseor otherwise make.available for observation, inspection or testing as ENGINEER: may require, that portion of the Work in question, fumisfimg;,all necessary_ labor, material and equipment, If it is found diar such Work is defective; CONTR4CTOR,shall.pay all claims, .costs; lasses and damages caused by;. aYising out of or.resulting Emir such uncovering; exposure; observation,. inspection aril testing and of satisfactory replacement or reconstruction, (including but not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled.to. an appropriate decrease, in the Contract Price, and, if. the partiesare unable. to, agree .as; to the amount thereof; may make a claim therefor as provided in Article 11. IL16wever, such Work is not found to be derective,,CONTRACTQR:shall be allowed an increase in the Contract Price_or an extension of the Contract Times (or 'Milestones); or. both, directly attributable to such 27 uncovering exposure, observation, itsspection . testing, replacement and reconstruction, aril, d the parties are unable..- to, agree as to.ihe. amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles 11-and 12. OWNER -May Stop th'e Work. 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable.niaterials or equipment, or fails to famish or perform""the Work in such,a way thatthe completed Workwill conform to the Contract Documents, OWNER mayorder:"CONTRACTOR to stop the Work, or,any.portion'thereof. until the cause for such order has. been eliminated; hoavever, this right Of OWNER to stop the Work shall not give rise to. any duty on the part of OWNER to'. exercise .this right for the benefit of CONTRACTOR ot.anysuretyor other party. Correction or Removal ofDefeedve Work 13:11. If required by ENGINEER, CONTRACTOR shall promptly, as directed, either correct all defective Work, whether or not fabricated; installed or completed or, if the Work has been rejected byENGINEER, remove it from the site and replace it with Work that." is' not defective. CONTRACTOR shall pay a' chaps; co�'s lasses and damages caused by or resulting from such correction or removal (including but not limited to all costs:of repair or replacement of work of -at"): 1312. CotreCffoir PeriorL 13,12.1.If within. eneyea r.two years after the .date of Stibstantial; Completion or such longer period of time as may presehibeil by Laws or.Regulations or by the terms of any apphca le special ;guarantee required by ihe'Cmitract'Doctimenis or by:anyy specifie provision of the Contract Documents,. any Work is found to be defective, CONTRACTOR shall promptly,.withoiit cost to OWNERAnd in accordarice with OWNERViviitten imtruction `(i) correct stich defective Work -, `or, if it has been rejected, by OWNER, removeit tiom the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or'the wb Wof others resu)'tirig therefrom. If CONTRACTOR does not promptly comply with the terms of sueh lhsiructions, 'or in `an' emergency where delay. would cause serious risk of loss or damage, OWNER may have the. defective Work corrected. or the rejected Work removed and replaced, and.all claims, costs 'losses arid_damages:caused by or resulting. from such removal and replacement (including .but not limited to all cost of repair or replacement'of work of oiheis)+willbe paid by,CONTRACTOR " 13112.In special circumstances where. a particular item of equipment is placed in continuous `service before Substantial Completion of all the Work,, the correction period"lot that item may start to run from an earlier. date if so provided in, the Specification or by Written Amendment 1112.3. Where defective `Work" (and damage to other 28 EJCDCOENERALCONDInOM1910-8(1990Edtioi). Wi CITY OF FORT COLLINS MODIFICATIONS (it -V 417000) Work resulting therefrom) has been 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:eaae year two 'vears 'after such collection or removal and replacement has Been satisfactorily`coiiipleted Acceptance ofDefecfive Work. 13.13. If,. instead of requiring.correction or removal and replacement of de dve Work, OWNER (and; prior to ENGINEER's recommendation of final 'payment also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, losses and damages attributable to OWNF.W's..evaluation of and determination to accept such defective Work (.kuchcosts to be approved by ENGINEER as,to reasonableness). If any such acceptance occurs prior " to ENGINEER's recommendation of final paymerit, a Change Order will be issued incorporating the necessary revision.'• in the Contract' Documents with respect- to the W&L and OWNER shall be'entitled fo an appropriate decrease in the Contract Price, and if the parties areuriable'to agree as to the amount thereof, OWiIER may make a claim :therefor as provided in Article 11. If the acceptance "occurs after such recommendaiion,'an appropriate amount will be paid by'CONTRACTOR to.OWNEW OWNER May Corred Defective Wot*. 13.1'* If CONTRACTOR fails within a reasonable time after written notice from INGNEER to correct %defective 1liork or to'rcrn&e and replace _rejected Work as required by ENGINEER in Accordance with paragraph 13:11, or if CONTRACTOR fails to perform the Work in accordance with the Coiitraet Documents,. or if CONTRACTOR fails to comply :with any other pros tsion "of the Contract Documerft 'OWNER may, after seven days' written notice to -CONTRACTOR; correct and remedy'arn• such deficiency. Imexercising the' rights .and r6iediesunder this' paragraph -OWNER shall iiroceeil 'e toeditioiisiv. In all or part of: the. Work, and services related thereto,. take incorporate "in the Work 'all"materials . and equipment stored at .the site or for which OWNER has paid CONTRACTOR 'but' which :are stored elsewhere. CONTRACTOR -shallallow OWNER. OWNERS representatives, agents and employees..OWN1�2's"other contractors and _,ENGINEER and ENGINEERs Consultants access to the site to enable OWNER to exercise the rights and remedies,ainder this"'ragraph All claims costs losses' end damages. incurred or sustained by OWNER is exercasiiig such. rights and. remedies will be chsirged against CONTRACTOR and'a C}iange Order will be issuedincorporating the necessary. revisions :in the Contract Documents: with .respect to, the Work; and sha OWNER'll be'entitled to an appropriate`decrease in the Contract Price and if :the parties are unable to agree.as to the 'amount<thireof, OWNER may make'a claim therefor as provided in Article 11.'Such Iclaim casts, losses and .damages will include but not be. limited to all costs of repair or .replacement of work of others destroyed or damaged. by .. correction, removal _ or replacement of CONTRACTOR'S defective Work: CONTRACTOR shall not be allowed an edension oC the Contract Times (or Nuestones) because of :any. delay n . performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies hereunder. ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of Values: 141. Tha,schWule of values established as provided in paragraph 2.9will serve as the basis for progress payments and Will be incorporated..into.a �fotm,of Application for Payment acceptable to ENOrNEER: 'Progress .payments on accduht..of Unit Price Work will'be.based on the number of units completed Application for:ProgressPayment 14:2. At least twenty days before thedate established for each progress payment (but not more often than once a month), CONTRACTOR. shall submit, to ENGINEER for review an Application fix Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of: the Application and � accompanied by. such supporting documentation as. is required by the Contract Documents...lf payme is requested; on the, basis of materials and equipment not incorporated inihe: Wort but .delivered, ands suitably stored at the ,site. or ,at another location agrepa to.in writing, the Application for Payment "U.also be. accompanied by aUfof sale, iiivoice;or other documentation warranting that OWNER has received the materials am; equipment free and clear of all Liens and evidence that;the mate nais and equiptent are covered by appropriate property im ance and:other.arrangements to ct : proteOWNE2's.:mterest:;thereuL .all of ;which will be satisfaptnry to:OWNEIL The amount of,reiainage with respect to Droaress oavments wi11 be' as stioulated.in the et -sea: CONTRACTOR s Warranty of Tide: 1Ai. CONTRA&.OR:warrants arid.guamntees that title to all Wort. tnatenals and equipment covered by any Application for Payment, `whether incorporated m the protect or not, will pass toOWNER no later than the time of payment'free and clear: of a1lLiens. Review of Applications forProgress Payment 14:4. ENGINEER will, within fen days slier receipt of each Application for Payment, either indicate to wnnng.a E=C GENERAL CONDIMOM 1910-8 (199b E(ition) w/ CITY OF FORT COLLIM MODIFICATIONS ptEV 4/200o) recommendation of:payment and present the. Application to OI NER or return the Applieation.to,CONTRACTOR indicating in writing ENGINEER's.reasons for refusing to recommend payment. In the latter case; CONTRACTOR may make the necessary corrections; and resubmit the Application. Ten days after presentation of the Application, for Paymtent to OWNER wrth.ENGINEER's recommendation, the amount recommended «rill (subject to the provisions of the.last sentence of. paragraph 14.7) become due. and where due will be paid by OWNER to CONTRACTOR 14:5. .'E_NGTNEER'.s recommendation of any payment requested in an Applicatiort.for Payment.wi!Lconstitute a representation by ENGINEER to OWNER, based on ENG)•NEERs on=site observations of the executed Work as_an cxperienced`and qu ilifred.destgn professional and on ENGMER's review of the AppltcationTor Payment.and the accompanying data and schedules; .that to. the best of ENGINEER's knowledge, information and belief: 14.5:1. the Work has progressed to the point indicated, 14.5:2. the .quality of. the Work is. generally in acgcxdance with:the Contract Doi umertts (subject to an evahration of the Wort: as ii functioning whole prior, to or.upon Substantial Completion to,the_results of any subsequent tests called,for in the Contract Documents,.to a final determination, of quantities and classifications for bilit ' Price Work under paragraph 9.19, and to any other qualifications, stated in the recommendation), and 14.5 3.. the conditions, precedent to CONTRACTOR's being. entitled to such payment appear to have been fulfilW insofar as It is ENGWEER's responsibility to observe the Work. However, by recommending. arty such payment ENGINEER will not thereby be..deemed -to have represented that: (i) e.�disustive-:.or continuous on, site inspections have been made to check-Uie quality or the quantity, of the Work _beyond the responsibilities s*ificaUy assigned to ENGINEER in,-tbe., Contract Ibcuments,or (ii) that there may not be other''matters or issues between .the parties that , might entitle CONTRACTOR to be paid additionally.by OWNER or entitle'OVATM to withhold payment to CONTRACTOR. 14.6, ENGIIJEER's recommendation of -any payment, including. final payment. shell not mean Ihat,ENGINEER is responsible for CONTRACTORS ,means; methods, techniques sequences.or,procedures<of construction, or the safety. precautions, and programs incident: thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable. to the, fumLghing or performance,, of Work,., or for ...airy failure of CONTRACTOR `to.. perform .or furnish :.Work in accordance:with the Contract Docunients. 14-7. ENGINEER may refuse to:recommend the whole or any part of any. payment itin ENGINEER's;opinicn, it would be incorrect to make the representations to 29 �I ' 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each 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. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of 1 the Contract Price, and if the character and progress of the Work have been -satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, 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. 90.% 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 for payment. ' 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient 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 CONTRACTOR considers necessary for the performance or furnishing of the Work at the Section 00520 Page 3 11 J OWNER referred. to in paragraph 14.5. ENGINEER may also refuse`to recommend any such payment; ar;'because of subsequently .discovered evidence or the results of subsequent inspections or tests, nullify any such payment .previously recommended, to such anent as may be necessary in ENGINEEks .opinion to protect OWNER from 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 Ariiendment or Change Order, 14.73! OWNER has been required to; correct defective Wark or complete Work in accdrdance with paragiaph'13.14; or 14.7.4. ENGINEER 'has. actual knowledge of the ocrii nee of any of the events enumerated in paragraphs 15.2 1 through ' 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 aocount.of CONTRACfOWsperfmmance,or hirnishing of the Work; 14.7.6. Liens have been filed in connection with the Work, kept where CONTRACTOR leis delivered a specific.Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens, 14.1.7..there:are other items entitling OWNER to a set- off against the amount recommended, or ' 14.7.8. 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) stating the reasons for such action and promptly pay CONTRACTOR the amount to withheld, or. any adjustment _thereto: agreed to by OWNER and .CONTRACTOR when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action Substantial Co npledo . 14.8. When CONTRACTOR considers the.eritire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially. complete (except for items specifically fisted by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a • reasonable time thereafter, 6%kNER CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER .does :not consider the Work substantially complete, INGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER EJCDC OENTM CONDMONS 191" (1990 E(56on) 30 a.ICITYOFFORT COLLINSMODIFICATIONS (REV412000) considers the Work substantially complete. ENGINEER will prepare and deliver to OWNER a tentative certificate of. Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate'a tentative list of items. to be 'completed or corrected before.final payment. OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions. -of the certificate :or attached list.: If, after considernonsuch otJoctiona. ENGINEER concludes that the Work is not'substantially complete, ENGINEER will within 'fourteen days alter .submission of the tentative certificate to OWNER notify CONTRACTOR in writing; stating the reasons therefor. If; after consideration of OWNER's objections, ENGINEER ,considers 'the Work substantially corn pktc, ENGINEER `will 'within said fourteen `days. execute and deliver to OWNER and CONTRACTOR a definitive certificate "of Substantial Completion (with a revised tentative fist -of items to be completed or corrected) reflecting such changes from the tentative;cenificate as:ENGRMER.believei justified after consideration of:any lol:jecti6ns from.OWNER. At the time of delivery of the temative certificate'of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER andCONTRACTOR with respect to security, operation, safety, maintenance, heat; utilities,. insurance and warranties `and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEEKinwrrtrng prior-to:ENGINEER's issuing, the definitive certificate of Substantial Completion, ENGINEER's-aforesaid recommendation' will be binding on OWNER and CONTRACTOR until final payment 14.9. OWNER shall have the right td exclude CONTRACTOR from the Work after the date of Substantial Completion. but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Pmtial Ulrlizadon. 14.10. Use by OWNERat OWNER's option of any substantially- completed part of the Work, which: (i) has 9pecifimlly-been identified vi'dhe Contract Documents, or (fi).OWNER: ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER' for *its intended purpose- without significant interference with CONTRACTOR's'.performance. of the remainder of the Work;. may be a'ccom fished prior to _ Substantial Completion of all the Work subject to the following' 14:10.I.OWNER at any time may request CONTRACTOR rn writing to permitOWNER to use any. such part�oftheWork whic} OWNER. believes to be "ready far its• intended use and substantially complete.' If CONTRACTOR agrees that such part of the Work is substantially complete:' CONTRACTOR will certify to OWNER' arid. ENGINEER that such part of the Work 'is'substantially complete 'and request ENGINEER to issue a certificate �df Substantial Completion for that part of the Work. CONTRACTOR at any time.may notify OWNER and ENGINEER'in writing that CONTRACTORcartsiders any such part, of the Work ready, for itsintended use and substantially. complete and iequestENGINEER to issue a certificate -of Substantial .Completion far that partof the Work. Within reasonable time::aQer either such.; request; OWNER. :CONTRACTOR and ENGINEER. shall make an inspection -of that "part of the Work toi determine its statusof completion If ENGINEER.does not consider.that part of the work to be substantially complete, ENININEER_ will notify OWNER and CONTRACTOR. in writing,giving the reasons.therefor. If ENGINEER considers:that.part of the. Work: to be substantially complete, the provisions of paragraphs 148 and 1"4.9 will apply with respect to .certification : of. Substantial Completion of that part of the Work and the. division of responsibility in respect thereof and access thereto: 14.10.2. No occupancy or separate operation.of part of the Work will be accomplished prior to compliance With :the requirements of paragraph 5.15 in respect of propertyinsurance.. Final Inspection: 14.11 _ Upon written notice from CONTRACTOR_ that the entire Work or an agreed portion: thereof ,is complete, ENGINEER -will make -a final inspection .with OWNER and: CONTRACTOR and.will notify:CONTRACTOR in writing of`ali particulars .in Which this inspection reveals that the Work is incomplete or dkoctive. CONTRACTOR shall .immediately take such _measures as are necessary to complete,such work or remedy such deficiencies. Find Application for Ppvmenr 14.12:. After .CON'TRACTOR :has completed all. such corrections. to. the.. satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or .other evidence of insurance required by paragraph 5.4, certificates of inspection,., marked -up record documents, (as provided in paragraph:6.19),, and other documents, CONTRACTOR may 'make application :for final payment..Collowing the procedure`for progresspaymerits The:final.Application for Payment, shall be accompanied .(e.-ept as previously delivered), by: (i):all,documentation called .for in the Contract Documents, :including but. not. limited to the evidence of insurance :required by. subparagraph 5A .13, (u)cdnsent of the'surety; if.any, to final payment, and (w) complete ,and. legally effective: releases: or waivers (satisfactory to OWNER) of all Liens arising out of or filed .in connection with the. Work. .In lieu of such::releases or waivers of Liens ,and as approved by OWNER CONTRACTOR may :famish receipts or releases in full and affidavit of CONTRACTOR that: .(i) the releases and receipts,include all labor, services, -material and equipment far ":which a. Lien" could be filed, :and (ii) all payrolls. material and equipment bills and other indebtedness connected':with the, Work for which :OWNER, or OWNER's property misltt many way be responsible have been paid or otherwise satisfied If any Subcontractor;or Supplier fails EicDc GENERAL cowrnom 1910-8 (1990 E(fition) w7 CITY OF FORT COLLIIds MODIFICATIONS'OtEV 42000) to furnish such a release or receipt .,in full, CONTRACTOR may-ftrnish a Bond or other collateral satisfactory to OWNER to..indemnify OWNER against any Liem Releases or waivers of liens:and the consent of the surety to finalize Rgyment are to be, submitted on forms confonnin to the format ofthe :OWNER'S standard forms bound in a Proiect manual Final Payment and Acceptance: 14.13. If, on the basis of ENGINEER's observation of the Work. during construction and final inspection, and ENGINEER's review of the firm [Application 'for -Payment and accompanying. documentation as required by the Contract Documents,. ,ENGINEER is satisfied that the Work has. 'been completed and CONTRACTOR's other obligations under the Contract Documents, have been fulfilled, ENGINEER will, within ten days allcr receipt of the :final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment At the same time ENGINEER will also give written tiotice.to'OWNER and CONTRACTOR that the Work is acceptable subject to the provisions, :of . paragraph 14:15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating; in writing the reasons for refiisin9 to: recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. Thirty days after presentation to OWNER of the Application and accompanying documentation, in ,appropriate fonn ,and. substance and with ENGINEER's recommendation and, notice of acceptability, the amount, recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR :subject to .paragraph 17.6.2 of these general Conditions 14.14. _If through -no fault of. CONTRACTOR final completion or the Work is significantly delayed and if ENGINEER so eonfinw%.OWNER shall, upon:receipt.of CONTRACTOR'S- final Application for Payment and recnmmendation,of ENGINEER, and ;without terminating the Agreement, -make payment of the balance.due..lor that portion.of the Work fully.completed and accepted. if the remaining. balance.. to be by OWNER for Work not fully completed . of corrected is :less' than the retainage stipulated in the Agreement, .and if Bonds.have been fumished.as required in paragraph "5.I,:the:.written consent of the surety to the payment of the balance due for that portion of the Work Cully completed andacoepted shall be submitted by CONTRACTOR"to ENGINEER With the Application for such. payment. Such payment shall be made under the terms and conditions. governing final payment; except that it shall not constiiute .a waiver of claims: Waiver of Claims. 14.15. The, making. and acceptance: of final paymerit.will constitute: - 14.15.1. a waiver of all claims :by OWNER against CONTRACTOR, except claims arising. from unsettled Liens, from defective Work appearing after fi I final inspection pursuant to paragraph 14.11, from failure to comply with, the.Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than thcse'previously made in writing and still unsettled. ARTICLE 15--SUSPENSION OF WORK AND TERNUNATION 0WAER Mav Suspend Work. 15.1. At .any time and without cause, OWNER may ,suspend the Work or any portion thereof for a period of not more than ninety days. 'by notice in :writing to CONTRACTOR,.and ENGINEER which will fix the date: on which Work will be resumed.. CONTRACTOR, shall resume the Work on the. date so fixed CONTRACTOR shall be allowed;an adjustment in the Contract Price or an extension of the Contract Times; or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER My Terminate; 15.2. Upon the occurrence. of any one or more of the, following events: 15.2.1. if CONTRACTOR persistently fails to perform the Work: in accordance with. the:Cordract'Documents (includinp_ but 'not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph"?A as adjusted from time' to time pursuant:to paragraph 6.6) 15.2.2. if CONTRACTOR disregards Laws or Regulations.of any public body having jurisdiction 15.2.3. if CONTRACTOR disregards the' authority of ENGINEER; or 15.2.4..if CONTRACTOR otherwise violates in any substantial- way any provisions of the Contract Documents; OWNER may, after, giving CONTRACTOR (and the surety" &Any) seven days' written notice and to the extent permitted try Laws and Regulations, terminate the services of CONTRACTOR . exclude. CONTRACTOR- from the site and take possession of the. Work and of all �CONTRACfOR's tools, appliances, construction equipment, and machinery�at the siteand use. -the same to the full oacrit they could.bc'. used by CONTRACTOR (without' liability to :CONTRACTOR for trespass or conversion), incorporate. in .the Work all materials and equipment stored at the site or which OWNER has paid EJCDC GENERAL CONDITIONS 1910.8 (1990Edition) 32 w1 CITY OF FORT COLLINS MODIFICATIONS (REV 412000) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNERmay deem expedient: In such case CONTRACTOR shaU not be entitled to receive any further payment until the Work is finished If the unpaid balance of the Contract Price exceeds all claims; costs, losses 'arid damages'sustained by OWNER arising out of or'resulting from°completing the Work -such excess will be paid to CONTRACTOR. If such claims, costs, losses and damages exceed such unpaid balance; CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses and damages incurred by OWNER will be reviewed by ENGINEER as, to their -reasonableness and when so approved b- ' ENGINEER incorporated in a Chaiige:Order, provided 'Lt when exercising any rights, or 1 remedies under this 'paragraph OWNER shall. not be required to obtain the- lowest price for the Work performed. 15:3: Where CONTRACTOR'S services have been so terminated by OWNER, the termination will not affect an rights or remedies. • of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER` will not release CONTRACTOR from. liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER, OWNER may, without causc.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 accordance with the Contract Documents prior to the:effective.date'.of terination,. including fair and reasonable sums for overhead and profit on such Work; 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as.required by the Contmi — d Doc initiits in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4:3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers'and others;. and 15.4.4. for reasonable ixpenses directly attributable to termination CONTRACTOR shall not be:paid:on account of loss of anticipated profits or revenue: or other economic loss arising out of or resulting from such. termination CONTRACTOR May Stop Work: or Ternungte: 15.5. IC throughno act or fault of CONTRACTOR, the Work is suspended for a period _of more than ninety days by OWNER or'under an order of court or other public authority, or;6NGINEER fails to act on any Application for Payment within .thirty days: after . it is submitted or OWNER fails for.thiity days to pay CONTRACTOR any 1 sum finally determined to be due, then CONTRACTOR may, _u,pon seven days' written .notice, to .OWNER and ENGINTEEP, and provided OWNER or ENGMER do not remedy such suspension or failure -within that time, terminate the Agreement and recover from OWNER payment on the wine taints ;as provided in Paragraph 15.4. In heu.of terminating the Agreementand without prejudice to any other right: or reniedy; if ENGNEER has: failed to act on an Application for Payment within thiitydays after it is submitted,.or'OWNER has failed for `thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the. Wort ,until payment of all such amounts due .CONTRACTOR; including interest thereon The provisiarts:.of this :paragraph 15.5 are not intended. to preclude CONTRACTOR from making claim under Articles 11 and 12. for an increase in :Contract Price or Contract Times or otherwise. for expenses or damage directly, attributable to CONTRACfORs stopping Work as permitted by this paragraph. ARTICLF. I6-DISPUTE RESOLUTION if :and to the cttent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise tinder this Agreement; such dispute resolution method; and procedure, if any, shall be as set forth, in ExhibitGC-A, "Dispute Resolution Agreement", to be attached hereto and made a parr hereof:_ If. no such agreement on the method and procedure for resolving such disputes has been reached, and subject,to the provisions of-paragraphs.9.10, 9.11 and 9.12,;OWNER and. CONTRACTOR -may. exercise such rights or remedies as either may otherwise ,have under the Contract Documents or by Laws or Regulations. in respect ofany dispute. ARTICLE 17-NUSCELLANEOUS g,ing Notice; 17.1. Whenever any , provision of the Contract Documents requires the giving of "written notice, it .will be deemed:to have been validly given if delivered in person to the individual or to a member of the: firm_ ,onto officer "an ocer of the corporation for whom ii is.inte ided orifdelivered at or seirt,hy.registered or. certified mail; postage"prepaid; to the last .business address known to the giver of the notice. 17.2. Computation of Time: 17.2.L When any period of time is referred to in the Contract Documents by.. days, it Will be computed to exclude -the 'first and ,include. 'the.;lasf .,day. of such period If the last day of any such period falls on'a .Saturday -or Sunday or:on a day tnadc a'legal holiday by the. law of. the. applicable Jurisdiction,. such day will be omitted from the:compuiatiom. EJCDC GENERAL. CONDITIONS 1910-8 (1990 Edtien) w9 CITY OF FORT COLLINS MODIFICATIONS OtEV 412000) 17.2:2. A calendar day of twenty-four hours measured from.midnight to the next midnight will constitute a day. Notce of Claim:• 17.3: Should OWNER or CONTRACTOR suffer injury or damage to person or„ property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable;:claim will be"made, in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cumuladve Remedies 17.4. The duties and .obligations imposed by these General. Conditions and. the: rights and remedies. available hereunder to the parties hereto, and in particular but without limitation; , the, warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.12, 6. i 6, 6.30, 6131 6 32, 13:1, 13.12,13.14, 14.3 and 15.2 and all,of the'.rights and remedies' available to OWNER anal ENGINEER thereunder, are in addition to„and arc not to be construed in any way..as;a limitation of ,anyrights and: remedies available to any or all of them which are otherwise imposed or :available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents; and the. visions of this paragraph will be as. effective as itepeated speciftsally inthe.Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Professional Fees and Court Costs Included: 17.5. Whenever reference `is. made to "claims, costs, losses and damages",.if.shall include in each case,. but not be lintiied1o, all fees; and charges: of engineers, -architects, attorneys and other professionals. , and all court or arbitration or. other dispute resolutioncosts. 17.6. The laws of the State of Colorado apply to this Agreement Reference to two pertinent. Colorado statutes .are as follows 11.6.2. If a claim is filed, OWNER is required by law (CRS 35-26-107) to:withhold:f rom. all payments to CONTRACTOR . sufficient funds to 'insure the pa}mtent ,f all claims for-labor,:materials. team hire, sustenance: provisions. provender, or other supplies used or consumed by. CONTRACTOR or his 33 EJCDC CENUtAL CONDITIONS 1910-8 (1990 Edlion) 34 w/ CITY OF FORT COLLIM MODIFICATIONS (REV 4R000) CThis page left blank intentionally,) EJCDC OENERAL CONDITIOM 1910-8 (1990 6dtim) 35 . a9 CITY OF FORT COLLINS MODIFICATIONS OtEV 412000) 3G �DCOE tRALCONDi-noNs1910-s(1990EdiUm). w/ CITY OF FORT COLLI M MODIFICATIONS (REV C2000) EXHIBIT GC -A to General Conditions of the Construction Contract- Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract. between OWNER and CONTRACTOR is amended to include the following,agreement of the parties: 16A. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach: thereof (except for claims'which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining. subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction 16.2. No demand for arbitration of any claim, dispute or other matter. that is required to be referred to ENGINEER initially for decision in accordance with paragraph 9.11 will be made until the earl ier of (a) the date on which ENGINEER has rendered a written decision or (b). the thirty-frst.day after the, parties have presented their evidence to ENGINEER if a written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 9.11; and the failure to demand arbitration within said thirty days' period will result in ENTGINEER's decision being final and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision after arbitration proceedings have been initiated, such decision may be entered as.evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned.. No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 9.10 will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9:10. 16.3: Notice of the demand for arbitration .%vill be filed in writing with the other party to the Agreement and with the American. Arbitration Association and a -copy will be sent to ENGINEER for infotination The demand for arbitration ,will be made within the thirty -day : or ten-day period specified in paragraph 16.2 as applicable, aril in all other cases within a reasonable time after the claim, dispute. or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based -on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL CONDITIONS 1910.3'(199a E(htim) W1 CITY OF FORT COLLINS MODIFICATIONS (REV 9199) 16A. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other matmer any other person or entity (including ENGINEER, ENGiNEER's Consultant and the officers, direotor§, agents, employees or consultants of any of them) who is not a party to this contract unless: 16:4.1. the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration, and 16.4.2. such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to, the arbitration and which will arise in such proceedings, and 16.4.3, the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for.such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party not specifically identified in such consent. 16.5. Notwithstanding paragraph 16.4,'if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractorconsents to being joined in an arbitration between OWNER and CONTRACTOR involving the Work of such Subcontractor: Nothing in this paragraph .16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER, ENGINEER or ENGINEER's Consultants that does not otherwise exist. 16.6. The award rendered by.. the arbitrators. will be final; judgment may be entered upon it in any court having jurisdiction. thereof and it will not be subject to modification or appeal. 16.7. OWNER and CONTRACTOR agree that they shall first submit any and all unsettled claims, counterclaims, disputes. and other matters in question between them arising out of or relating to the Contract Documents or the breach thereof ("disputes"), to mediation by the American Arbitration Association under the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them initiating against the other a demand .for arbitration pursuant to paragraphs 16.1 through 16.6, unless delay in initiating arbitration would irrevocably prejudice, one of the parties. The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 16.2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable titne limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed. GC -Al 1 1 ETCDC GENERAL CONDITIONS 1910-9 (1 "0 Edtion) OC-AI w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9f94) J SE SECTION 00800 SUPPLEMENTARY CONDITIONS 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 1 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: ' 7.2.1Certificate of Substantial Completion 7.2.2Certificate of Final Acceptance ' 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5Application for Exemption Certificate 7.2.6Application for Payment Section 00520 Page 4 h 1 1 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-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: SC-5.4.8 Limits of Liability Rev 07/08 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: Section 00800 Page 1 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will 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). 5.4.9This 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 days lost due to abnormal weather conditions. Rev 07/08 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment Rev 07108 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE:6088 Concrete Maintenance Project Phase II CONTRACTOR: March 30, 2009 PROJECT NUMBER: 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: Purchasing Agent over $60,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing DATE: DATE: DATE: DATE: Rev07/08 Section 00950 Page 1 rr rr r� r� r rr ® rr r rr rr rr rr r rr r rr r r Sar--tinn nnatin APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: g Revo7/os Section 00960 Page 1 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description . Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00. $0.00 $0.00 $0..00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Section 009.60 Page 2 = = IM = Ml M M = = = M M = Ml CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0:00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 ... $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Section 00960 Page 3 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 Section 00960 Page 4 2009 CONCRETE MAINTENANCE PROJECT — PHASE II GENERAL REQUIREMENTS INDEX SECTION PAGE NUMBERS 01010 Summary of Work General Requirements 1-2 01040 Coordination General Requirements 3-4 01310 Construction Schedules General Requirements 5-6 01330 Survey Data General Requirements 7 01340 Shop Drawings General Requirements 8-10 01410 Testing General Requirements 11-12 01510 Temporary Utilities General Requirements 13 01560 Temporary Controls General Requirements 14-15 01700 Contract Closeout General Requirements 16 01800 Method of Measurement and Basis of Payment General Requirements 17 1 1 1 1 1 1 1 1 1 1 1 SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. 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. B. 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. C. 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. Erika Keeton and/or Tracy Dyer will be the ENGINEER (Project Engineer/Manager). Erika Keeton 970.221.6605 Mobile/Pager 970.222.0787 Tracy Dyer 970.416.2011 Mobile/Pager 970.222.0855 F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Page 1 of 17