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HomeMy WebLinkAbout108423 VOGEL CONCRETE INC - CONTRACT - BID - 6046 CONCRETE MAINTENANCE PROJECT (2)1 1 1 1 City of Fort 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 BID NO. 6046 - Renewal PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS 7/96 Page 1 ' 7.4. Addenda Numbers 1 to 1, inclusive. 7.5. The Contract Documents also include all written amendments and ' other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or ' incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ' ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in ' the 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. 1 7/96 Section 00520 Page 6 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 ' u 1 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 k u ' 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 01310, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. 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 n 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 tspecifically include all testing required by the various sections of these Specifications. General Requirements - Page I I of 17 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 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 L General Requirements - Page 13 of 17 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 watercourses 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 I ' OWNER: CITY OF FORT CO LINS CONTRACTOR: Vogel Concrete Inc. By: By: DARIN ATTEBERRY, TY MANAGER ' By: Title:. JAMES B. PINEILL II, CPPO, FNIGP IR CTOR OF PURCHASING D RISK MANAGEMENT Date: -5 =/S OQ Date: i 5 /9 63> vff C O Off.• ' <<�,$. Attest: City Clerk CpL®CZF,,O Address for giving notice P. 0. Box 580 Fort Collins, CO 80522 Appro/ve)d a to Form AssZMdnt1Ci 7/96 Attorney \��►1111111��� (CORPORATE SEAL) CORPORATE ? SEAL.• r test•�Afl to Address '///11111�11 Address for giving notices: CoC� �c LICENSE NO.: Section 00520 Page 7 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 U li F 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 0 General Requirements - Page 16 of 17 r 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 C General Requirements - Page 17 of 17 11 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 J 0 i 1 fl 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 ed uly 7 7:00 AM - 6:00 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 shall coordinate with the City Traffic Division to insure that any cleanup required after the installation of the loop detectors will be completed before concrete placement operations begin. 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 inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a ' minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the Engineer from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any 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 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. All cost of maintaining the work during construction and before the project is accepted will not be paid for ' separately, but shall be included in the work. Project Specifications - Page 5 of 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 11 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 ' damaged by construction operations, other than concrete repair, shall take place within three (3) working days from the date of damage. In areas where the Engineer directs new work or the reconstnsction areas require grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground , facilities shall be considered incidental to the work being done and shall not be measured and paid for separately. Project Specifications - Page 7 of 30 f � 11 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 �a•{ 33+,�('{s1133iq'7r31 y�r.��� {�;� .,?..�.� 1 iy�' �. �.0 � i 3jy i ���I ;Vn,;: x�:,,:#3il' i d� v1�31w�x3 'Y3,,}}.x 9 S. 1 -3"-� i��i• �h�I1�ij?�'�i � �. 31i A) 19;� A yu h ! !� +�n19:� 1 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 one hundred twenty one (121) consecutive working days and during the months of March through September, 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 one hundred twenty one (121) 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. 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 Unit 202.01 Sawcutting < 4" 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 typical cross sections shown on the plans or as designated by the Engineer. All excavation will be classified, "General Excavation", as hereafter described. The Contractor shall dispose of all excavated material. CONSTRUCTION REQUIREMENTS Subsection 203.05 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 I 1 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 Unit 203.01 Excavation — General 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 I 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 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 it) 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. 1 Project Specifications - Page 14 of 30 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 304.01 Aggregate Base Course Unit 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. 1 Project Specifications - Page 16 of 30 REVISION OF SECTION 604 INLETS AND CULVERTS Section 604 of the Standard Specifications is hereby revised as follows: DESCRIPTION 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 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 Crosspans found herein. Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk 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. Project Specifications - Page 17 of 30 SECTION 00530 NOTICE TO PROCEED Description of Work: 2009 Renewal 6046 Concrete Maintenance Project To: Vogel Concrete Inc. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. 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 , 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: Vogel Concrete Inc. By: Title: 7/96 Section 00530 Page 1 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 ' (35) 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 (4Opening) 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 1 604.10 Concrete Sidewalk Culvert - Remove & Replace Each 604.11 Metal Sidewalk Culvert with 5X' 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 Street Standards, October 2002, except as noted herein. DESCRIPTION This work consists of the construction of concrete sidewalks, curb and 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 and one-half (4-1/2) to seven and one-half (7-1/2) 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 M 157, 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 conform to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be 150 sq. ft./gal. for all concrete. The curing compound shall be applied immediately upon completion of the finishing. 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 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 Hoffman Mill Road. This item will not be measured or paid for separately, but shall be considered incidental to the related remove and replace item. 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 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 1 1 1 1 1 1 1 1 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 — 1" 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 I Project Specifications - Page 24 of 30 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 I1, 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. I Project Specifications - Page 26 of 30 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 1 1 1 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 I u 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 flagger 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 Dauthorized 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 of the work. BASIS OF PAYMENT mSubsection 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, mand 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 m630.01 "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 I 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 Each 630.10 Cone with Reflective Strip Per Day Per Each 630.11 Safety Fence Per Day Per Roll 630.12 Light Per Day Per Each 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Unit Per Day 630.14 Variable Message Board Per 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. m m m m m m m m m m m m m m m m m m m SECTION 02600 QUANTITY ESTIMATE VOGEL CONCRETE 3414.07.`.�%lt r-T4U3.W.'. ?--,�604.02%l 64. 0 604 6021.041'M A's Xi Run- On i Al -q� ;14 El -:�LF�,:V 77TON, '-I TON ll� A klii-,W�&*, S F k4H i ANTELOPE RD. 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ON ON OLOO (too ON OW 80M 234 Ou mr..UO FR NT NINE 1111 SOM DRIDGE GREENS SOLD If END ON 2662 zs-(7-- ON 0 ou ON ON U. a,* ON OW OLOO "Orou HUMNIEL LN F`RGNT NINE Ilk SOLD ilRIIXIE GRI: -NS ON KU.03 W 31. 0 .1 Ulm ON 0 Ott 110. -0-u ON ON ON UW ON U0 226 'W souTDRinor. GREENS CACTUSCT I: TRILBY RD ON 4SLU 7+3u ON ON Poo 0 (to 1. (to U 00 &M -0. OU 1,020 Ou ON 4�uool-;- .01) ON ON 0 OU OU 49401) ''?�Vjokot�"Pj" �14000w�Q '377uoa�. W 2 CLEAR CREEK LN MADISON CREEK DR. SWEETWATER CHEEK DR ON 4FIS UNO 0 to 0 (to UOU KEYSTONECREHK CT STETSON CREEK DR mE I) ON 22.38 3AU 0.1 ON to'o ON 0 Ou 0 Oo U (It, 72.90 0 W. 45 ou ;;FADISON CREEK Dk _scar STETSON CREEK DR CLEAR CREEK 000 735 0 No 091W 000 0 011 oroo 11.00 000 28. 7) 00 276.00 MINERSCREE CI IVI STETSON CREEK DR Sol r! I I END OLOO 3tti 1) W 0,00 000 2 2�: L"'2)U 220 111 N .. N 000 ou 20 07- Sj,Er r.WNCRM DR INERD iKF.YS*I*(jNFCRF.I..'Kcl ON 3667 450 Ulm ULOO 000 0 ou ON IOU ON UO ou 000 Owl U N 000 2 to 52,00 STU.LWA rER CREEK CT S*11LLWATER CREEK DR EsrE-- ON 1 1085 2,211 ON 11 IK, Out) UOU 0.00 0 (to ow, owl 66rou UOO s rjLI-WA rEk CREEK DR STETSON CREEK DR CLIAR CREEK 1 N 0 OU 1 16,76 1 3.20 1 OW 0 O�O 0 ou ' UO II110 11A0 0.- OL Out, 16131 0 UO 43.110 SWEETWAI HR CREEK DR ND iW 0,00 1 K3 I 'N I OF. 2 . 000 ().GO 0.00 000 ±1 (I 100 22 11 TRAPPERS CREEK CI 2nSON CREEK OR .3 0.00 000 000 0.00 Obu 000 t' d 0 ON 36.1. ON 0,00 ON ON UN ON IIUV U uo "0."0 ;OmU LuConcretelflid Documenh,%Vo9ehQuanWy Est,ate.xis Page I of 4 SECTION 02500 QUANTITY ESTIMATE VOGEL CONCRETE 608.06V., �.608.08-!4 Y!'P608:11�A,- Ao.'60814,�e �Io5, 608w 16. 1 q "IYMHLW�,4, P.�1608.23VI�i� -60&24 �L DWN9W,'j I'VCr. .'i;A�., 'nVCNSIN',� I W - , �T; ;� _,Y�ZA , " 14 HNA�*NN&�' � t'� , P� - ; � "I � A fthhTcic�NSW, �, - 'A,.,. Illborap 19... x .True Icd Bo 6" Plah;;^rk' J­_. Xd&t0poh, ,�Mm5�®1 , - . _ t, N , IRAR';A R",OWN - -�)' -, , �,C..Ikltlg, ANTELOPE RD CARIBOU DR KEN I FORD RD 23.0o U.nU ON OUN, UN (100 112011 000 160. 0 No 11 lln owl 000 39.N E R121,1 ­ 02 2"N K17N I FORD RD 1: SI END APPLI (111 F wCs'r-END KINGSLEY DR 5 "a II IIII 111NI II,IIII 0 00 111,) 2a ON ON, 0 011 a.., .1 IN, II,IIII 1. 14.111) nSIIM0 T DR (,I,,y) x F I IORSKFOOTI 1 RD s rucKnuily DR 131SON WApI rl RD KINGSLEY DR 0.00 ).()a UINI 0.00 ON 0.00 000 ON 000 09N (I No 0.00 OUO 14N BROMLEY DR ANTELOPE RD OLD SE HON LIMIT 29.00 Oxa) WIN 01111 U UO ON 148 DO U fla 16 NO 0 No ULUU 1.00 ON 289W BRIJ L DR LEY OLD SECTION LIMIT witrivOR'ni DR E;7M__ I'... r7 N, CARRINGTON RD STOCKBURY DR CARJUNGTON CT(.1.,3,) CARRINGTON RD EAST END CARRINGTON RD (11-) 9 ANFELONII; RD REDBI IR14 DR CHIPPERFIEI.DCT NORTI I END ANTELOPE RD 22LOO 111n1 UN ON owl (IIN 9300 0 111' Sao 0 all am. 0.) 1 001 7 QU 7AS IGA rE I N CARRINGTON RD ZIEGLER RD KENTFORD RD NI ANTELOPE RD REDBURN DR KINGSLEY DR HHORSI:rG AIIRD Will IWORrII DR_ 27.UU CO. 117 NO ON 000 U90U 9500 owl low 663 (NJ 0 ON U W OUU 14N NEWGATE Cr r WES r END KINOSLE Y DR ' - qroo U.N ON ON am N.Ou ISW ULOO SUO 18.00 IIOU u all 0.00 28mou RFLORURN DR (A.ay) KHNTFORD kD CARRINGTON RD ROCIII)ALECT(O.Op wEsrE D ROCIIDAIXDR ROCIIDALHDR ANTELOPE ELOPE RD OLDSECTIONLIM11- 140U 0 'a 0 ON ON owl sr, ON XON ON) (100 u 00 OUNO 159EOU ROCIIDAIX DR IA.avi OLD SECTION LIM I I S I OC KBlr' RY DR Si IR III-Y) K INOSIXY DR CARRINGTONCIR T�41aifttly S T rFc ) 7 ANTELOPE RD SIOUP I END Isoo 0. DUN 0. owl 110. 7201, 11 OU NON) (100 goo 1,00 ON 14.00 WE,COFJ, Crf NOR I I I END AN'i FLOP' RD 20 UO 0 oil 0110 ON 000 O,UU Now) 09. xoo am (101, U.00 1 OL 0 7.00 WHITWORTH DRl.INnvj KINGSLEY DR BROMLEYDR tv" Vt. ',11700 G BURTON CT NORTI I END JAMBS CT Oroo 0 OU ON 45LW 000 000 Owl ON ON 112.00 OUN 4 4.UU 0.00 ON JAMF.SCT(2) I ' EAST END BUM ON CI' O.U. (1.(10 if, DO 700 67.00 ON 1211 No L 0 all lrr('o 42400 (..a", Now U NO 30 Wl AMESCI BufflON CI' S sl HELDS, % 1, 0.00 1 7190 140.00 N 'a 0 ON U9UN Ulu 000 125 ON 682LOU 0 00 01.0 0 IN. ,Z,•Unit S.6 r6.1 7 LN r7;1150094'11 Nol rt`681W '77 20W 11V30001t,";, CONCORD DR- CONSTITtITION AVE CONSTITI rrION AVE 009 ON 09M 80200 Ulm ON .0 a(, owl ON owl ON 000 am I T 1 GERMANTOWN cr :r FAST END CONSTITUTION A'Az -oroo _UOO ON 0 (0) a wo _O.Oa 0 (No ON a ON 0 oil 0.00 ON 7 141: PORTCT NORTH END NEvvi,(1NT BR_ 53W 1. (a) 11 OU am 01. 0.00 21219) 1600 111., U 00 0 ()a a Oil 2.00 NEWPOR r r DR coNsn rirrION AVE CONSI ITO I" ON AVE ON ON OW 15300 29,00 0.00 11600 -am, am Nola ON 0 oil 000 000 33.00 SCARBOROIIGIf DR EAST END CONS1 I I*t TFION AVE 0 OU OLOU a' N­ owl U. 11 a 0. 0900 am 0 UN u all Orm, 79M HEFFIFILD ORE VALLEY FORGE AVE SI IEFFIELD CIR W Owl VON u N a(". 'N.Oa II.Un Owl 0 ON U No, U.aa ON, 0111, '11EFFiELD CIR W VALLEY FORGE AVE SO IEFFIELD CIR F. 11 all 000 Owl ON, ON, IIO0 a (,a ON, 000 0 IN) oilit) .0.) (1 oil IIIII, WINDSORC17 .ASTEND C CONS'I I I Lf I ION AVE On 0 oo UIIU 0 a,, OW 11 oil 0 N am am 000 ONN 0 oil 0 (,1, YORKTOWN AVE CONS I'l I I ITION AVE VALLEY FORGE AVE oull ().all ON 1.1979NN 0 all ON at)() ON ON 0.q1 000 000 am, 0 N YORKI OWN Cl YORKI OWN AVE, SONJI I I END U.IIa IIIIU 0 IN, l3loo 0 00 1IIIIU (1 (1(; (1 (ill U.all N UN ON, OIN, (1 YORKTOWN DR. YORKTOWNAVE-__ W DRAKH R11 000 ",1 0 0. 77900 0 NJ NJ 1) O.UO )all 0,01 0 IN) ONN a(if) all. all W753 .*;UN,I,�.I at) !�Y' �4, 'Ilt 'IlM1,24.00 itkt� _k961111 REMINGTONs"r PROSPECT RD LOcus*rsr OUNI Owl u ()(I ON' 000 4,867 ON O'OU 51500 829m, 5.751.011 0 IN, a(,(, 25200 6flou Y � Q'9P82LOU""`11!;" *:_jr,'OPN.'.'4. "�Zt�000*�A� A`Z252.00M CACTUS CT SOU'ri IRI DOE GREENS WEXI'END' 2.100 000 000 ON 000 0.00 ON 800 ON ON 000 0.00 2 IN EAGLE RIDGECT SCIIIHIRIDGEUREENS HAGLE RIDGE Cl' 12.00 am, ON a'. 0. 0.00 11,li 00 UUN 16 No ON Owl U 00 U N 2L. EAULF. RIDGE CT 2 N END SEND w, 11 No a Ulu 000 NOW 0. 000 Ulu 01.1. NOO 7 (IOU 21". FALCON RIDGE CT SUTIIR1DGrGREENS_ 411 Oil 0 ON ON, am 0 00 09NO _NL low, ON N 00 ON 0111, (100 ON 7 00 FALCON RIDGE C 1- (21 _FALCONKIDGECf N END SOITIDE D am ON ON am 0. 091M 000 am 000 a. 000 ON ON ON FRONTNINI: DR .901 ITHRIDGE GREENS q(ArrII END owl owl 107 OU Owl 000 ".oil 190M owl 109uo ON 11 I'll am am 3 IN HUMMEL LN FRONT NINE DR SIRMI 2'aa a 1111 1111 ILOU I i12L(N' a" 1 'oil a ""No SOUTI (RIDGE OREEN 9 CACTUS ur ErMILRHX'EG'FH BYRD i 10) 11 "a 41 0 ')a 0 'a' OmO0 2291111 0 '111 281. P`)UN I I) 011 U. 1) a 36.00 ', r'O 45kv,Fiy1�, �-OUO%, vLoo*e ' �UN.eitE aOL 179UOAy,�j 0, 4165 CLEAR CREEK LN MADISONCRF ' CK DR I SWEH VAI HR CREEK DR (Ill Oflu (I (ill 0 all 0000 I'm) UOU 000 Do., OU o. 0 (ill (I(ill 700 KEYSTONE CREEK cr STETSON CREEK DR ....... SlArn I END UUN a (ill 7LOO 0 ()(1 0 OU aroa OON OUN 1) all IN5 IN) OLOU ONN I) (ill W No MADISON CREX DR Srir]"SON CREEK DR_ CLEAR Rl::KI.N 2000 UMU 15,11) 0011 ON, 001) 1111100 000 1000 5600 ON 000 214UO MINERSCREE Cl' 91 E,I SON CREEK DR q0trl I I END ON a(],, UUII owl 0 ON Uou (I NO 000 000 N 01) 6.ou 09ou U.00 14.00 SI El SON C BEE K DR IS I IMBERLINE RD IK YSION%CRHHKC1' ,a(, 01111 31401) O0N_ ON Not) 90 Oil ON 9 Oil 16U (ill 09.) 0 Oil (I No I5.uU ST1LLvvArFkCRI:PKCI S ILLWATFR CREEK DR WEST 1: 1) 4500 ' a 2 L Uao 199 ,, 16.00 10a 1), 0110 ("Ou 3U900 STILLWATER CREEK DR IsrETSON CREEK DR Cl.AR CREEK LN ol 0 " 5TX ON �O' OU 0O N 0 ON 122 2�a 92 ("1 71M SWEEIWATE CREEKDR Asr END WESI END 12G 000 U 00 ON ON u(10 25 ON N00 x 00 ; 0 aa 222 L4 'TRAPPERS CRF , EK C I' STETSON CREEK DR SOlrIlII: D 000 Owl .00 000 o9ou N 00 1 ONO 0 IN, ON am 119 M 0 Oil a", �.. U 7 LlConcr,ft,18id DUcu,,ntsXV,g,ft0uaatay Estianat-Is PlOg. 2 of 4 = = = = = = = = M = M = SECTION 02600 QUANTITY ESTIMATE VOGEL CONCRETE �§W�103.50 k.' 02 •'60-1. '�EF60432irM oww,;,�� -698.04?N. 4tXdil.1&0541*,�� R', a. 111T� _A TONIV,'71;,TONC11� T,Z �:iig]?A-�V� S �At! ANITLOPFRI)g,ch.b) CARIBOUDR KE*N-rFDRDRIj 1 AN .0 PERD KIXI FORT) RD EAsrEND 000 15.91 5�75 000 00KI 000 00,1 000 (-.(Xl WK- 1. 00 0091 00K) 217 (KII A M!'Ll r(IN CT-hh, WEST END KINGSLE Ilk I I ASHMOUNTDR I' . I IoRsi.-rou ri I RD STOCKBURYD 0 "1 8 36 3 G4 000 (LOT 000 000 000 000 0 ill) 0,00 000 BISON RD (,rhb) WAPIIIRD _KINC.SLEYDR 1 0 00 114(XJ BROMI-F.YDRg.�hl AN ELOPE RD OLD SET: rioN LIM] r BROMLEY I'll OLD SECTION LIMIT IIITWOkrIiDR 000 2.13 o,79 000 0 00 O(N) 0 00 000 000 OUT, (K) 0 (KI OPO 29.00 CARRINoroNCIR CARRINGTON RD srOCKBURYDR 0 00 149 0092 0 UX) OW 0 (K) 0.00 000 0 00 001) 000 Tax) 0.00 3400 TA"INRITONICI CARRINOFON RD FAST END 0.00 L39 0,53 000 - goo IT 00 0,00 0.00 omo 0.00 0.00 Omo I2AIt NO ON 1111 AN, ELOPE RD TLEDIJI jRN DR 26,23 6,IN (1(91 .0.00 0 OKI . OW 0 00 000 000 o m 001 0,W 000 19.00 200 (XI NORTH END ANTELOPE ELOPE RD EA9rOATH1.N CARRINO17ON RD zlr.(II,ER RD 000 33959 237 000 - 000 000 0 00 000 0,00 000 o of) 000 0.00 1 o0o KENT FORT) RD ANTELOPE RD REDBURN DR 000 31.53 3�57 000 000 000 IT DO 000 uAX) 0,00 000 0,00 0.00 64.00 KINGSLEY DR H I IORSUTOOI I I RD vit-ITWORTI I D�NRH EWGA I E C1 (� hh) WEST END KiNGSLH DR RHDBURN DR KENTFORD RD CARRINGTON RD 000 5 oc, 1 84 000 IT 00 0 (vi 0 DO Of - 000 000 000 000 0.0t) (Y00 69.00 ROCHDALECT WEST END ROCIIDALE DR 0,00 220 U81 0.00 1 Ogg 0j. goo g 000 W(KIO 040(j 0.00 0 (K) 0000 0000 3000U 1 A L� )iR 1,1,,I) j3 AN1*rI.0I`E RD OLDSrCTIONI,IMIT MIT '()CROC!:I!)A LE OLD SECI KIN LIMIT S TOCKRURYDR l 0900 609 222 (1 (111 (1 IT) 000 0 00 0 (10 0 00 g9flo 0.00 ST(WKFITIRYUR KINCISIXY OR CARRINGTONCIR U 00 36.74 1009 Qw 0 ou -goo 0 ()1) 100 1) (N) 09ou -00(j 0 00 0 00 (1,00 83,00 35100 STRATFORD CT 06.b) ANTELopE RD SOUTH END, WF.ScO1,I CT(,ch.h) NORI I I END ANTELOPE RD WHITWORIIIDR KINGSLEY DR BROMLE DR (),(NI 3.37 124 r 0m(KI (10.1 609) 0.0g 019- 00' 0 00 010 1. 0K. 1, go I II&114rx. �11.�IAK i., *��9*.V�:,,,,KW+i�. 4,%1, V 11iii I S6 h �T.W W. 0. 175A2 _ Y?+•339.26M' L CUDARWOOD DR SOMERVILLE DR WI1ROspE rRD OW 43456 609 1 000 0.00 000 0 (NJ 0900 0.00 0400 0.00 136952 0 (X) 3 LOT CHA RLEST ON CT C1 iARLES I ON WAY1723 -- sotrril END (I (ITT 1 7q23 3.36 0�0(. 00' 000 000 0 TO 1F00 01.. _ 0.00 26 3K 30 (K) 3310 CHARLFSTONWAY CEDARW-D DR NORTI I F ND 0 (w) 4657 9.73 0 g(I 000 OW 0(u 001, omuo 0(0 0.w 61.73 4000 252 gKI COIANOTON CT mowrii END soun I END 0 (ITT 6 01) 2.22 000 0.00 0 w 000 000 umuo 000 0.0u 0,00 U.00 83.00 HOLLY Pl. HOLLY WAY wliSr END (100 5634 ISR9 om 0.00 0.00 0400 000 omm 000 0.00 212j11 2U4IK) 0000 HOLLYST SOMERVILLE DR HOLLY WAY �0 20 61 9.62 000 Mg) 0 00 I'm 0 ("Ix. 000 1 1 W 0,00 241, g0 41.00 HOLLYWAY NOR1 If END S I I END `0 169.47 60.14 0,00 o,00 Orgg P 00 1,00 12 00 000 (1 (IT) 136,52 1716 HKI 267.00 INDIAN PEAKS N, EAST FND SOMIRVHJX Ilk 00], 2.79 LID 200 1)00 ou) 0 (" 001) 9,00 000 000 (I.IxI u.w 3800 RAWAI IS WAY SOMERVILLE DR EAST END om Z05 - 0.77 0.00 0 00 0900 0.0() 000 tj (XI 0 110 000 0 00 2. 00 RLIIL[zl)G]:Cl' NORI If END SOIJIIIEND 61K) 537 2.55 OT91 0 (K) (100 (100 000 ROO 001 0 (Xi ii IT $401) 22,00 SOME.VIL`LECI-g�h.b) SOtrIIIE 11 SOMERVILLE DR 0 00 53.24 12,23 0,00 0 (K) 0 gg OSKI TWO (100 1 00 228 IT. 108JI0 SOMERVILLE DR COVINGTON CT LANGSHIRI: DR 000 66r22 22675 000 0 ou 000 0r00 0.00 0 Ou 0 ou 0m00 68%70 408 W 259900 ZIRKELS CT SOMERVILLE DR WES r END 0 Off 1 K092 503 OW 0,00 OW --- 0 (ITT 00) 000 000 0.00 107.3K 0 (K) 6800 tx J� S'b TO 6 1 Grgo`.�'U ��,�SOT8652, YIsr4 sk, 1.!.0004f�)� -,1�612.0. V -,CEIUO.�Zz' A��917.35,� AUNTIE. STONE ST NORTH END W HORSETO(SH I RD 000 113.13 27,48 0(0 000 000 000 100 11,W 0 (IT, OTM r 70ot, 769moo 69.00 0600 BR0NSONcr(.h.h) FAST ENT) LVER OAKS DR SILVER 0 00 2635 5r99 000 0 OTT 000 0000 ou 0 00 o ou OrOO 77600 .401 3.00 BRONSON s r ga.h) STAFTIIILL RD AUNTIE STONE Sr 000 1/'1.73 2-2937 1.00 TOO 0.00 000 0000 0.00 000 0r00 u (K) 11.00 - 712.U0 OAK HILL C T TI ME - OAKS CT s SOUTH END 0600 C, 23 227 o9ox, 0 00 0 00 - 000 000 1. go 001. 1. TO 6604) 19rW SILVER OAKS DR BRON.�ONST _ SILVER OAKS PI. OW 4 1,73 0 00 (1 Of) 0,00 010 000 06,10 0 ()(1 OW 0600 U.IXI 65.00 SILVER OAKSPL SILVER OAKSDR SILVER TRAILS DR 0 w 0 o w 0 W) g gg 0 (K) ogg 0 `0 `-`g 000 00) 0 w OTO 000 SILVER TRAILS DR W I IORSIq OUT I I RD SILVER OAKS 1-1. 0600 D,611 654 0900 0.00 0 1* 0.00 000 om 000 0.00 ogO 0.04) 247900 WAl� T"E R)N'o 'T 9 RILVITRIMILS SO(rif 7ND 0r00 60643 1685 0,0KI 0.00 000 0.09) 000 0 (It, 000 271.53 204 00 32,60 11. It. 1. 1. ZTA 7 " " DR S ILVE", I-AFcT, 001 21.4) 492 0,04, 010 1.011 091XI --000 ("m Ill.lq 0900 46 (KI P, U.i, S.F Tnlel 2.OW42;%' IT F r �,W F( 77. 7 ,T o ZAConcretel(lld DocumentsWog,hQuonfity Estimat-Is Page 3 of 4 SECTION 02500 QUANTITY ESTIMATE VOGEL CONCRETE "vy, •X.1 'IS -MEET', MROM 'tY ,yamH&KzQ' ig'4 14; 608.06`{� 608.07?'.,, $,.-t 609.08 1 t+� 6W 11 (A) K. 12 6014 �Kl. X." 608:15 �.5 6N. 1 6 1 . .2 DO NSW . 1-1 .-.1 VC 'Wulk�K&W, -, , r R&K 4, f Id ilwl. p .. I," w, peZ P 4-oll", PP lauuming ANT ELOPERD (nh.h) CAR11100 DR KFNTFORD RD ANTELOPE RD K17 IFORDRD EAST 17 11 UQU 11.19. U.(KI (,.At (110 000 P U0 U (Kt 0JK1 UlK, 0 00 Out, 1. ob 7.00 APPLETON cr­i�.b) WEST END KINGSLEY ])it A"limouNTUR E I IORSETOOTI I RD STOCKBURY DR 000 0 00 0.00 0 oo 0 Ill) 000 Ow 0 00 ROn 000 001) 0 00 00(1 0 00 BISON RD ud.h) WAPITI RD KINGSLEY oil BROMLEY DR uO.1,1 ANTELOPE RD_ OLD SECTION Liml I` BROMLEY DR OLD SECTION LIMIT WI IITWORII I DR Out) 1100 000 000 11.00 (100 0 00 U 00 (1 GO (100 060U 0 (K) 0000 3 00 CARPJNorONCIR CARRING ION RD STOCKBURYDR 0 UO 0 (A) 000 000 () 00 0.00 0,00 0 00 000 000 00) (100 0.00 0 00 CAICRING I ON C I CARRING ION RD EAsT END 000 om 0.00 000 000 0,00 0j00 0 00 000 000 0.00 0 00 1 U.01) 0.00 CARRING ION RD AN I ELOPE RD REDFU IRN DR 3000 11,00 urto UIX, 0 (X. 000 1200" (((NI 8 00 0 00 I K OAK, OAK, 0,00 (1.0(1 14.u(1 C 111 PPHRFIELD C r (.hh) Nowil I END AM ELOPE. RD FASTGATE. LN CARRINGI`ON RD ZIEGLER RD 4300 1 000 46 00 0 00 000 000 35300 0 00 16 00 1 UU 0 00 000 Ow 1) 00 24 00 KENI FORD it[) ANTELOPE RD REDII RN DR U 7000 U U0 U.00 0,00 00U 000 29000 0.00 6 169M 0.00 'I U.00 X 0.00 Ulu 2H 00 KINGSLEY DR (-Ib) 1: 1 IORSF-1 GO I I I RD Wl 11 rWORTI I DR NEWGATHcr(,cbb. WEST END KINGSLEY DR REDBURN DR KENTFORD RD CARRINGTON RD 0 00 UAU U.UU Out) 0 m 0 OU 0 Ou 000 0 ()1) P6 000 U Ou 0600 UOU 0 00 0.00 0 oil ROCHDALHCF WEST F 1) ROlt7l (DALE DR 0 00 0 LIU 0000 0 00 000 0 GO 000 000 U 0 00 I, V, 0 00 0 U0 U 0 ou 0 00 UO ROCIIDAI.HDRf.h.bj ANI'FLOPE RD OLD SECTION LIMIT ROCIIDALE DR OLOSECII(IN Llmrr %'I*OCKIIIIRY DR 1100 UU0 0 00 U (K. USK! 000 1. 00 0.00 ( , 00 0 00 (1 (KI 1100 1 000 (lix, 000 STOCKBURY DR KINGSLEYDR CARRINCIDNCIR 280u 000 U ou 0,19) 0.00 000 11200 QUO 8 Im 0 00 0 00 0,00 1) 00 1 15,00 STRATFORD cr (.h.b) ANTELOPE RD soirrit END WESCOTT C I'(rd,.b) NOWHIEND WIIITWOR1IIDR -!2-1ITLOPEKD KINGSLEY DR BROMLI: DR 000 U0, 0.00 000 0 Ill 000 1100 0.00 It (Xi 000 0.(K1 0 (K) 0 Ou 0 U0 I`,��; tl <71,,',� r, i�61�1,�,��. g�", ti�A x 0 u": T'V �slr I J. i t S u h:,T8 L d -,q 17 1. 0 1) 0 0 11 'M 46 0 0 44 o , 0 o 4 U fl 0 2+y� zz 0 .0 0 4" 9 el 5 0 0 11�!,. .0 17 0 1 Ill A; 45-4'4 S. 0 11; V A, I-W v 0 1�- Y 10 0 0 a WW �X 0. 0 0 �,;F I A.. 1Y 0. a 0 11 q 91 . 01 l 4�K CHDARWOOD DR SOMERVILLE DR W PROSPEC r RD 40 00 0 w 2-1.00 0.00 0.00 000 332000 0000 12.00 0.00 aw Out) 0,00 10,00 CHARLESIONCT CI iARLF. ION WAY S Flill'. D- 2600 0 00 (1.0(l Rull 0900 000 104 UP 0,00 16,IK1 (..(Kl 0 00 01K) 0,00 13 UD Cl 1A KLESTON WAY CEDARWo011 DR NoRTI I END 500 1.00 0,00 0 00 U.00 000 001 1 (KI 01.0 176 00 (100 000 1) 00 n Ou COVINGTON CT NORTI I END SUITT I END 000 U600 0 00 000 000 000 0 U0 000 0,00 0,00 1 U 00 0600 0 Out 0600 HOLLY I'll I ICILLY WAY WEST 1: 1) 115.00 06w 11.00 0 U0 0 00 000 224 OU 00U 1600 000 0600 OW 0.00 2600 I IOLLY SI SOMERVILLE DR HOLLY WAY U 00 1,1q, 11,00 1 0 00 000 (100 1100 000 000 0000 UU(I 0 (K) PjX) 0000 I IOLLY WAY NORI I I END so, 1111 END 3J (it! 040ki UlXI -0 Ou tox. out, 1.1600 1. U0 800 (100 (1,00 U 00 "'IN, 13.U(l INDIAN PEAKS PL 1: SI, END SONU'RVII I I DR MINI 1) 00 U00 U00 0 00 000 0 00 (Lull 001 0 I'(l 0 00 000 1) 00 000 IiAWAIISWAY S1OmFkVII-I,E DR FAST END 000 U 00 000 000 0 00 0 ou 1) 00 000 000 0110 U.uU 000 v.UU 100 Rtjn.ED0HCF NORI I I END SOLrI H FND 1100 1100 001 0600 0,00 000 " out 0,00 00U U (KI U.00 000 0MOI1 0 00 SOMERVILLE CT Uoh.b) SOUTI'll [:Nil SOMERVILLE DR' 62011 MAXI 63.00 U.(K. (1JKt it 00 248011 0.0(l 16.00' (im (1400 0.00 0W 33001 SOMERVILLEDR COVINGTON CT LANGSI IIRF. [Ill 3200 o Ou 0000 000 000 000 MOO MOO `U 0,00 8 00 U ou 0,00 0600 0000 13mu0 ZIRKELS CT SOMERVILLE DR WEST END 1500 0 U) QUO 900 001 000 (Q 00 (- 0D'2 am M600 000 0 OU 001 0,00 900 44 4�w�, ir"w5ti-I t'. b yl� _V, 11fii, S.b,T6.1 ' v732QMO t�;4 i' � 0.00 1-,;�'95.Uu JF,w 0 Ou AUNTIE , STONE ST NORTI I END W I IORSETOOTI I RD a 00 000 16700 (100 06UU 00) 72.01) 000 000 465U0 000 000 0600 3600 BRONSON C r (tch2h) EAsrEND SILVER OAKS DR 3200 l 00 ) , 0600 0600 0 00 2. (R) 000 12801) 1474,W 000 S 00 0 00 OW 000 00) 1500 BRONSON S 8 TAFI'l ULL R 1) AIJNrIr. STONE s,r 10700 )U 1) 00 276M 000 U.00 0 00 474 GO 00) 40000 0 00 0.00 U.00 0.00 109,00 'OAK I III, L c r I Fl IREH OAKS C r SOI Tl II ENO 0,00 0600 RIM (1,00 0,00 000 000 0610 (110 0 (K- 0.00 000 O.J., 000 .1 L IR 1A S ':)R BRONSON it SILVER OAKS I'L 0 DU 0.00 0rUU 0 00 0 00 000 0 00 0 IKI 0.00 OJKI ROU 0 00 11,0`1 aull S ,i _ H �:T�L OAKS I. SIF IR ( )ARIDR :RTRAJLSDR sfl.vl� 1) DO 0 00 000 0,00 000 000 0.00 0,00 0600 0600 0 00 001 0000 000 SII.VFRTmn.s DR JW I IORSErroo ri 1 RD SILVER OAKS I'L U DO 0.0U 0.00 1) 00 000 O(A) 0 Ill) ).U0 000 0.UU 000 0.00 7.00 SILVERLHAFC1. Sol IT II END 60.00 UAX. 0,00 001 (119. ODU 24001. EN L :� �!K� U00 060,1 0.0(1 30.00 FIIRHEoAKSCrI. IIIRONIONSI SILVER] RAILS DR !ULVERi1wP0 2500 0 UO 0,110 UUU 11 (P 06UU 100 100 - l('1' ll"iL I U00 0 N) 00i 29.U0 0 [94,00!,�t Vr 0 W 147A! [3•* C,'FI01400,s ZAConcretelBld DocumentskV,gehQuantity Estimate.xis Page 4 of 4 = = = = = = = m m = = = = = m = m = m 1 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 1 2'-6" I' N 2"R. Gutter edge may be a tapered or battered. (Typical for all Curb & �° d • • ° a• & Gutter Types) a• 0 it r-%Tit�% n i 30" 1 18" 1 12" 1 4.5" 21.75" 3.75" R 0.S' 3.63" 2 0.13" �° ° e 711 ROLL-OVER (LOVELAND) N r CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 701 SIECT10N PERFORMANCE BOND Borud tjo. KA4482 KNOt ALL MEK BY T—HE-SE PRESENT:: that i F I rM.1 Vogel - Concrete, Inc. ;Address,', 6330 S. College Ave., Ft..Collins, CO 80525 ;an Individua 1a Pal clLnersnip)., la orporation) -, hereina.fter referred co a the "Principal" acid 'FirM Contractors Bonding and Insurance Company "Address) 5300 DTC Parkway,, Suite 490,.Greenwood Village,.CD 80111 aereirafter referred to as "the Surety', are h6ld and JiMly boUnd unto rim of For: Collins, .300 Laporte Ave, Fort Collins, Colorado 80522 a IMun-Icipal Cocporation) hereinafter referred to as tho `OWNER", in tl,,*t.e penal Sum of $1,205,907.70 in Lawful money of the Urtired States, `or the. paym.er_. of which sum Well and truly to be mane, we bind ourselves, — successors aftd assiqns, )ointly and severa 11 y, firmly by these presents THE CONVITION-5 Of Tiil$ 08�LIGATION are such that whereas the Principal entered into a certain Agreement with the 0WNER, dated the 31st day of March 2009, a copy of which is hereto attached anti made a part hereof for the performance of The City.of Fort moo' n s project, Renewal 2009 6046 Concrete Maintenance NOW, THEREFORE if the Principal shall well, truly I 0 and faithfully,perfarm its duties, all, the undertakings, covenants, terms, cond^Jtions and agreements of said Agreement durzng 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 per3cd, and if the Principal shall, satisfy al.1 ,zlaims and demands incurriLd uhd�,r such Agreenment, arud shall fully indemnify and save harmless the OWNER from ail cost :and damages which it may suffer by reason of failure to do so, and shall _reimbtrsa and repay the OWNEP all outlay and expL*ftse which tht, C*NER may incur in Mzktng good any default then this obligation shall be -voidotherwi3e to r4main in full force end effect. 7/ 96 Section 00610 Page 1 r u 1] 1 ^N LIMITS OFC&G 2 14 IN. —�� 17 IN. 3 FT. 9 IN. Zn (1.17 FT.) I \ (1.42 FT.) (3.75 FT.) _ n iM �. 1 1/2 IN. ^; � ° ° 4 IN, Z I \ ' D D Di d °6 PFLOW —Ij— Id p dd IN. D ° 6 IN. ^ or � Zn Ian 18 IN. 18 IN. (1.5 FT.) I (1.5 Ft .)� J DRIVE —OVER CURB, GUTTER AND SIDEWALK 2 FT 6 IN. WHERE WALK ADJOINS A CURB, IT SHALL BE 6 IN.— CONSTRUCTED 1/4 INCH ABOVE THE CURB. a 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 D 4 IN. D D 2 IN. R D 6 IN. i } d d d 4 FT. MIN. 6 IN. D� p 12 IN. d G� VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK EDGED SURFACE 1/8 IN. R. 3/4 IN. MIN. 4.43 FT. 1.18 FT. 58 FT. 2.67 FT. c p 4/ .09 FT. 8'IN: a .. D D.30 FT. d D d D d d d p 4 IN. 11 FT. �yb , D .T DUMMY JOINT D D� j FOR WALKS d d 6 IN, ° 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 lsty Rort Calliaa CONSTRUCTION DETAILS D _ 6 DRAWN BY: NBJ or 1 1-1/2" 4-1/2" 1 1/2"R. 1-1 /2" TO 2" R. CD , a TPW • N � d •e d � d d OUT FALL CURB & GUTTER (FORT COLLINS ONLY) 6" 6" 4" 1 /8" TO 1 /4"R. 1 1 /2" 1 /8" TO 1 /4"R 1 1/2"R. 1"R. * ° ° 6" ° 1 "± 1 /4" ° ° a ° ° ° a 1 "± 1 /4" ° 1 1/2" 3, ASPHALT OR 3 1/2" 3" * 6" w/concrete pavement CONCRETE PAVEMENT 8" w/asphalt BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) (SECTION 8) (SECTION M) 6" 6" 6" 1 1 /4" 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. MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 703 ansition ngth W R`9rt 01%`1/ Y = Parkb ary Width neType I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" ach tl Type I = With Detached Sidewalk pat o�ed A� Type II = With Attached Sidewalk t � Refer to Chapter 25 for minimum removal dimensions. PERSPECTIVE W = Width Ramp if necessary Right of Way line A I B 00 Detached 1:12 I Sidewalk max. `d' `j' `►' `�' .v w •v I € I � .v w v. N } Attached 6" Sidewalk 1:12 max. ry 1:12 max. Back of curb b FL N T--- A B Lip TYPE I X=2' min. Driveway Width Varies X=6'-o° TYPE II w. EXPANSION Z J t 1.12 (max.) m JOINT o •' .� 1:24 1 N LL a)WALK r 6 y c SECTION B-B NOTE: a N.T.S. N WALK Y 1. Concrete driveway must be provided to the property line. p 1:48 SLOPE ° • m 1/4" PER FT. T r 1:12`)< 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 Cn y r/1 � LTJ C �7 y5� d a d yZ�l o�C C7 xJ > a C a C TJ � n 0 a� 0 � C � z �? x o a 9 Cf) t� O z CD O N � I?] C/] t7 � a O :::� � z � C ROW If Concrete Driveway Flare Optional Expansion Joint (FC Only) i Curb —Driveway----,—, Detached 1:12_ CD B Sidewalk r Max oa w �t See Note 6 _ 2' — — — — - N Y Parkway r c N X See Note 6 i CU See Note 4— See Note 4 Note 3 (° _ _See See I A B TYPE III FL DETACHED WALK 1:48 SLOPE 1/4' PER Fr. 1:122 I Tt -------------------------------- ,. WALK _j SECTIONS A -A & B-B NOTES: 'V •' •0. 1 . 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. 6" Curb Height. 4. 0" Curb Height. 5. All of these pedestrian improvements must be in ROW or a pedestrian or public access easement. 6. Truncated Dome Warning Detection. See Note 5 Ramp if walk continues on private property. Curb to retain Landscape if Necessary Sidewalk . TYPE IV ATTACHED WALK Gutter DRIVEWAY WIDTHS CLASSIFICATION APPROACH MINIMUM MAXIMUM TYPE WIDTH WIDTH RESIDENTIAL: Single Family e I or II 12' 24' Multi Family e 1, 11, 111, or IV 24' 36' �k Commercial I, II, 111, 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 medion not less than 6' wide. W GNU cn a aaz C --3 N L� CrJ 3 c� o zw Z y Z n � z -3 y 0-4 O Z t7 a r� � e 0 0 z Cn o � z O U) � Z _o o � C7 � a o � OD z c� ROADWAY WIDTH CONTROL JOINTS CONTROL JOINT REQUIRED FOR PANS OVER 40� A { LENGTH L WALK 8' TRANSITION FROM C & G SECTION TO PAN SECTION, TYPICAL BOTH, SIDES. 6' MINIMUM (LOCAL) 8' MINIMUM (COLLECTOR) 10' MINIMUM (ARTERIAL) `d d d 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 Drowing 714) PLAN VIEW PARALLEL STREET CLASSIFICATION W CROSS PAN WIDTH LOVELAND DEPTH OF INVERT FT. COLLINS DEPTH OF INVERT d (MIN.) d (MAX.) d 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. c� 0 o_ J A X (Varies, See Plans Xmax=2.0) 1 1 /4" L d (Varies, See Plans) C 110 3/8" 6 E c SECTION B—B Eco Attached Sidewalk 5/8" Rolled Steel Tread Plate (diamond pattern) Dimension Variable I I Notes: 1 . Length, 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 C 4'-0" or as Directed B —Detached Sidewalk PLAN VIEW L= 1 1 /4" x 1 1 /4" x 1 /4" a a ` 0 .L. J` 3" #4 Bar Welded at 12" on 7�j 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-galv. finish 12" on center (typical both sides) —Angle iron to be drilled and threaded to receive screw. —Concrete to be drilled to allow screw to extend into the concrete (typical both sides). COMBINATION CURB, GUTTER, AND SIDEWALK 6" VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A —A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 709 A 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER By MACLEAR OR APPROVED EQUAL. 5 FT. 2 FT. 4 FT.- 6 IN. 6 1N. -- J 6 1N. — 6 IN. THICK • SIDEVALL (TYP. BOTH SIDES) 3 FT.-6 IN. I --t SEE CURB FACE OF ASSEMBLY DETAIL BUCRRKS C B 6 IN. 6 iN. -- �— p MANHOLE D RUNGS-12 IN. O.C. 6 1N. — WARPED CURB 6 SEE DETAIL 'A' FLOW LINE GUTTER (TYP. 2L BOTH SIDES) 4 FT. OPENING II FT. A PLAN VIEW B 8.5 FLUSH NTS WITH CURB FACE as BAR 1 1/2 1N. R 18 IN. LONG j 1/4 IN.-1 IN. LEG 2 IN. 2 IN. f 6 IN. 44 6 IN. MA /MIN. �2:1 115 BAR 1 1/2 1N. PIPE SPACER o AND 1 1/4 IN. LOCK NUT 8 IN. o e a /4 N. G L A. X 4 N. A V IDI STEELROD- THREADED 3 1/2 IN. AT TOP. 10 IN. 1/4 IN. EMBEDMENT 3 IN. X 3 IN. X 3/8 IN. PLATE 3 FT.-6 IN. NORMAL FLOW IY SLOPE FOR DRAINAGE &k; SECTION A -A DEPRESSED GUTTER WARPED GUTTER TOP OF GUTTER 6 IN. 'IN. 1 I'•• 6 �_ ALTERED FLOW LINE 6 IN. 1% SLOPE FOR DRAINAGE SECTION B-B EXTEND CHANNEL 6 IN. TO OUTSIDE CURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL GENERAL NOTES 1. SEE D-7B 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. I IN. ADDITION CONCRETE TO FORM INVERT RAD.� TO PIPE CONNECTIONS. 6. EXPOSED STEEL SHALL BE GALVANIZED IN / ACCORDANCE WITH AASHTO M-lll. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET. HEIGHT 4 FT. AND GREATER. DETAIL "A� 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER ® APPROVED: DETAIL CITY OF FORT COLLINS STORM WATER UTILITIES CONSTRUCTION DETAILS DATE: 11/19/02 p_ 7A CfIY of Forl Collies DRAWN 8Y: NBJ 4 FT. 6 IN. B L 2 FT. I A � 8 IN. O.C. �01 / 401 501 \ 6 IN 70-tc 1. BACK 0 CURB iu�t:❖:❖�»d�� m'. MMM��-099 moo I C B 4oe-) 3 FT. 5 FT. 3 FT. 11 IFT. Ar 1 F. 2 FT PLAN VIEW TABLE 1 NTS 2 FT. 4 FT. - 6 IN. ANCHOR 601 601 501 408 q4 AR 504 L503 B 407 404—(402) ADD 1 (40,AAR #4 BAR 402 ,'. �406 `3 IN CIR. 402 12 IN� LAP 1 402 403 SECTION A —A NTS 5 FT. 2 FT. I FT. 402 i #4 ANCHORS BAR LIST FOR CURB INLET 402 404 MARK IN. SPACING TYPE REQ'D LENGHT 401 8 IN. II 4 3 FT. 10 IN. 402 12 IN. III ■ 7 FT. 10 IN. 403 12 IN. IV 6 7 FT. 4 IN. 404 1/2 IN. 12 IN. 11 14 ■ 4 12 IN. II ■ 3 FT. 2 IN. 406 12 IN. 1I 4 ■ 407 12 IN. 2 9 FT. 0 IN. 408 12 IN. V11 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. lI 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. 11 1 4 FT. 8 IN. 503 5/8 IN. 9 IN. 11 1 9 FT. 0 IN. 504 5/8 IN. 6 IN. VIII 2 4 FT. 8 IN. 601 3/4 IN. - - I 8 FT. 10 IN. 8 C 8.5 - - - 1 5 FT. 0 IN. ANCHOR 1/2 IN. 24 IN. - 2 1 FT. 6 IN. I LENGHT TYPE II STRAIGHT 405 I I 402 405 I I 20IN TYPE III u. 54 1N. 403 SECTION B—B I I TYPE IV NTS u201K .u. 8 1N. 8 IK TYPE ■vARIBLE WITH RIGHT, REFER TO TABLE 2. 2s ik V I I NT 11 IK TABLE 2 QUANITIES VARIBLES WITH HEIGHT TYPE VIII 1K LOOP 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSION ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALSS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. H LENGHT C.Y. LB. 402 405 404 406 CONC. STEEL 3 FT. 6 IN 10 6 3 FT. 2 IN.2 FT. 1 1N. 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 1N. 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. 1 IN. 14 10 6 FT. 0 IN. 16 12 5 FT._8 IN. 4 FT. 7 IN. 16 12 6 FT. 6 IN. 16 12 6 FT. 2 IN.5 FT. 1 IN. 16 12 7 FT. 0 IN. 18 114 6 FT. 8 IN. 5 FT. 7 IN. 18 14 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 FT. 1 IN. 18 14 8 FT. 6 IN. 20 16 7 FT. 8 IN. 6 FT. 7 IN. 20 16 8 FT. 6 IN 20 16 8 FT. 2 IN.7 FT. I 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 IN 24 24 19 FT. 8 IN.1 8FT. 7 IN. 1 24 1 P4 CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED. DETAIL UTILITIES CONSTRUCTION DETAILS DATE: >>/z]/o2 p 7B City of cart ColUm DRAWN BY: NBJ A 6 1N. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 3 FT. 5 FT. 2 FT. 4 FT.- 6 IN. ' 6 IN. — J' 6 IN. _ 6 IN. 6 IN, THICK O SIDEWALL (TYP. BOTH SIDES) 4 SEE CURB FACE 4 I I guCK OF ASSEMBLY DETAIL 6 AN. -r C RR6B B 6 IN.— MANHOLE B RUNGS-12 IN. O.C. 1% SLW DRAIN SEE DETAIL 'A• \ — WARPED CURB 6 4 FT. OPENING LOW LINE 14 1N. GUTTER (TYP. BOTH SIDES) 6 IN. 11 FT. SECTION A -A A PLAN VIEW 8 [8.5 FLUSH NTS WITH CURB FACE a4 BAR 3 FT.-6 IN. q FT. 3 11/2 IN. R 18 IN. LONG WARPED DEPRESSED GUTTER WARPED 1/4 I IN. LEG TT GUTTER GUTTER 2 IN. } NORMAL FLOW LINE TOP OF GUTTER 2 IN. 4,1 6 6 IN. MAX/MIN. — — — — v �2:1 a5 BAR ALTERED ' � • 1 1/2 IN. PIPE SPACER o a FLOW LINE AND 1 1/4 IN. LOCK NUT ? a 8 IN. a u_ 2 6, IN. 6 IN. v W 4 N. e 1 1/4 IN. DIA. X 24 IN. GALV. 17 SLOPE FOR W STEEL ROD - THREADED ^u i DRAINAGE 3 1/2. IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT 6 IN. c 3 IN. X 3 IN. X 3/8 IN. PLATE SECTION B-B 6 IN. EXTEND CHANNEL y 6 IN. TO OUTSIDE CURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL GENERAL NOTES I. SEE D-813 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-Ill. 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 CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D-8A Cily of Forl Collins DRAWN BY: NBJ 'q �'j 409 — ( I— 601 6 IN. — — 502 9 IN. O.C. Z_ B r7 I 6 IN. 0. C. __Lf504 12 IN. 12 IN. nANCHOR503 BACK OF CURB 17 O IIN. _L- 7 14 FT.LHOLE5 WITH 1 IN CEN 1/2 IN. DIA OW LINE R 412 3 FT. 5 FT. 3 FT. 11 FT. A­J PLAN VIEW NTS 2 FT. , 4 FT. — 6 IN. IN. ' ADD 1 I/4 BAR B (�2) 4 BAR ` 402 6 IN CIR. ,40 21N LAP i 402 410 SECTION A -A .1 FT-. 2 FT.. 5 FT. . 2 FT_ .1 FT 94 ANCHORS r:s I TABLE 1 "---503 BAR UST FOR CURB INLET MARK DIA. O.C. TYPE NIL LENGHT IN. SPACING RE0'D 402 8 IN. II 4 3 FT. 10 IN. 404 12 IN. III ■" . 7 ,FT. 10 IN. 406 12 IN. IV 6 7 FT 4" IN. 407 1/2 in 12 IN. II 14 ■ 409 12 IN. II -■ 3 FT. 2 IN. 410 I 12 IN. II 4 ■ 411 12 IN. - II 2 9 FT. 0 IN. 412 +I 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. 8 IN. 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. LENGHT TYPE II Straight 404 404 411 411 ' I TYPE III 402 lul 20 IN. •U " 54 IN - 410 TYPE IV SECTION B—B W20IN. 9IN TYPE VII ■ VARIBLE WITH HEIGHT, REFER TO TABLE 2. IN. Bent TABLE 2 7%;1 QUANTITIES VARIABLE NTH HEIGHT 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 H NO. REVD LENGHT C.Y. LB. 402 405 4D4 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 12 8 4 FT. 2 IN. 3 FL 1 IN. 2.8 236 IN. 5 FT. DN. 14 10 4 FT. 8 IN. 3 FT. 7 IN. 2.9 236 5 FT. 6 IN. 14 10 5 FT. 2 IN. 4 FT. 1 IN. 31 262 6 FT. 0 N. 18 12 5 FT. 8 IN. 4 FT. 7 IN. 3:2 282 6 FT. 6 IN. 16 12 6 FT. 2 5 FT. 1 IN. 3.4 288 7 FT. 0 IN. 18 14 IN. 6 FT. 8 N. 5 FT. 7 IN. 3.5 306 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 FT. 1 IN. 3.7 314 S 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) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS °ATE: 11/zs/o2 D 8B Gy oI Fort CoOina DRAWN BY: NBJ -1 1 ERv�,-L}, d, herebl stipu:ates .ti�CR rat t~Gamy >t_setyr iv and agrees that -i no change, extenson of time,. alterac'ion o addition tc the. ' t et-ms of the Agzeetnerr. or to we wary to be performed w areu.ncer or the 5p,ecif: -ati0rs acc r.jna,1yirg -he lame . shad ; n any way affect i 15 'ob.Ligation ot1 :hI1 0 o n d ; antd 1!- doe s het- tC15r wiiive no'='_ e 0f an..y such change, ex.tensi.or, of in1e, a.Iz.erat.ion or add,rlc.n to -he terms of -.he Agreement of ';:c• the Work or �o the RRJV (? u, FC1P.Tr!ER., t•t1 r 1:4 final 3c�t4;ement bett�=-en 1,e ;'vi'P�E,R and he ' CONTRACTOR shall +jlorj,dge theright_ any beneficiary tt tr i-C; whose Claim may be unsatls�led. PROVIDED I FURTHER, that the SurtuLy Company must be a tth.or. zed to transact ' business i:; --Ie 51 ar,_e of Colorado �3t,d be acceptable to the QW14LI INTN:ESa 1IFiEr,«a ; ribs in3C2Um T1 L:9 executed in �,Kree d3i counterparts, each one of which sh'al_ be d:eo.od at't original, c€1is12 day Cr` �?yw 2 c09 IN PRESENCE OF: principal Vogel Co Crete Inc. tTitlel 6330 S. College Ave. Ft. Collins, CO 80525. (:�ddres.s'l tGO:porate Seal', IN FRESEOCE 0E: Other Par:tnars By: B�'. f, ... ....._........w<sa . IN PRESeNcw 0 surotyContractors Bonding and Insurance Company ' 5300 DTC Parkway, Suite 490 SgpNDING ���''��� M By= : Greenwood Village, CO 80111, ; ( Add r e s s � rjo 0,9CC 9,, "SIiIE'r.y 5ed.i.) ell - Data of Bond must not be prior to date of AqX*W U t. ; `q � ? 9 If' CONTRACTOR is PartAeArsh.ip; all parthez-a Should " c►-t s�nc�t, G T ON 7/96 Section 006 0 cage 2 1 1 1 1 A-7 3 FT. 6 IN. I FT. C 9 IN. 6 IN. THICK SIDEWALK (TYP.) 4 FT. EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. _-) 6#4 BARS AT 11 IN. O.C. T� 3d— 5 05 BARS AT C 9 IN. O.C. I 6 IN. I FT. I 2 05 BARS AT CTYP.) 6 IN. O.C. B B BACK OF CURB L6 0 SEE DETAIL 'A' J jjlN��. j 11 IN• FLOWLINE 2IFT #4 BARS AT WARPED CURB I 12 IN. O.C. GUTTER (TYP.) 8C8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. 6 IN. WALL I� 8 IN. 1 I 1 _ 2 FT. 0 IN. 5 FT. 6 IN. SEE DETAIL A .B. #4 BARS 6 IN. " DETAIL B" _ 6 IN. 05 BARS 8 2 IN. T 1� SLOPE 1 eC 8.5 FLUSH 1 6 IN. MATH CURB FACE //4 BAR 1 1/2 IN. R 18 IN. LONG � #4 BARS TT /4 IN.-1 IN. LEG d4 BARS-12 IN. O.G. 2 IN. BOTH WA YS SECTION A —A 2 IN. 4: 1 6 1N. 6 IN. 2: t� q 5 BAR 3 F.T. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. a, WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER I 1 /2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT --TOP OF CURB 2 IN 8 IN. p T 1 1/4 IN. DIA. X 24 IN. GALV. 3 114. STEEL ROD — THREADED ------------- -- ----- 3 1/2 IN. AT TOP. r: �} NORMAL LTEREO I FLOW LINE FLOW LINE 4IN. SECTION B-B 3 x 3 IN. x 3/a IN. (REINFORCEMENT NOT SHOWN) 11 FT. 0 IN. DETAIL "B" I FT, GENERAL NOTES: M a BARS 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. ADD 1 q 4 BARS—,4ADD 1 y 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. A. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. BARS-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL 0THWAYS 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 CITY OF FORT COLLINS 'STORM WATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/19/00 D 12 Ci4 of Part Colliaa DRAWN BY: NBJ EXTEND WALK I FT, BEYOND NORMAL BACK OF WALK. 3 FT. 6 IN, _6#4 BARS AT 11 IN. D.C. 31 I FT. c9 IN. 5 #5 BARS AT 6 IN, THICK 9 IN. D.C. SIDEWALK L (T Y P.) 4 FT. 6 IN­ 2 #5 BARS AT (TYP.) , IN. D.C. B BACK OF CURB 0— ----SEE DETAIL 'A' 17 IN -- - ----------------- _FLl_'lLINl 141 IN 4 4 '7C=ATI-' WARPED CURB & I, ' GUTTER (TYR) FL. 6IN. 4 FT_OPENINGFT. 6 IN. _3 - 11 FT. ---_____3 A DETAIL IN. "B" 6 IBC 8.5 FLUSH — WITH CURB FACE EIC8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER — EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. 6 IN WALL B a IN. Mr A 11 A FT. 0 IN. 5 FT. 6 IN. j­SEE DETAIL B "" v _--- #4 BARS 16 IN. -#5 BARS 8 1/2 IN. % SLOPE I 1 6 IN. 11, #4 BARS T 4 AR 1 1/2 IN. R X18#IN. LONG _#4 BARS-12 IN. O.C. N. 1 -11 IN. LEG BOTHWAYS 2 IN. 4: 1' 6 1 ; N. 2:1- 8 IN. 41 N. 3 IN. X 3 IN. X 3/8 IN./: — PLATE T_ SECTION A -A :!l .......... �7_' 6 IN. 3 FT. 6 IN. __4_FT. 0 IN. 3 FT. 6 IN. # 5 BAR WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER --TOP OF CURB 'I AN!) IN. PIPE SPACER A 1 1/4 IN. LOCK NUT 1 1/4 IN. DIA X 24 IN. GALV. HSTEEL ROD — TREADED I IN. 3 1/2 IN. AT TOP. NORMAL' 3 i /4 ALTERED FLOW LINE FLOW LINE 3, IN. B 6 IN. SECTION B (REINFORCEMENT NOT SHOWN) 11 FT. 0 IN. DETAIL "B" i 1 FT. # 4 BARS # 5 BARS GENERAL NOTES, 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. —ADD 1 # 4 BARS w ADD 1 # 4 BARS--- TOP SLAB OF CULVERT SHALL BE SLOPE TO 2. z 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 SLAB AND BASE. # 4 BARS-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL BOTHWAYS BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION Q—C REINFORCEMENT IN TOP SLAB SHALL BE 1 112 IN CLEAR. CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-• 13 DRAWN BY: NBJ A B 0 0 0 0 A 28 1/4 IN. 6 IN. 16 1 /4 IN. 0 O 8 0 u NO. 12 GRATE AND FRAME BY MOCLEAR OR APPROVED EQUAL. PLAN VIEW 35 3/4 IN. 6 IN. 23 3/4 IN. 12 IN. MIN. ° ''� 3 IN. CIR. O.F. /4 BAR ONCRETE INLET GRATES 2 IN. CIR L.F. l I d . PIPE O.D. °I 3 IN. CIR. O.F. — --I --r " I /4 ® 12 IN. 1�' .. j,} IN.L.F. / ... `- ..:_.. �qR. J "I FLOW LINE OF -:i IN CTRS. (TYP.) i, 12 IN T. 4 / A 12 IN. I� AROUND INLET AND CONCRETE PIPE CTRS. (TYP.) I PIPE---,'r - CONDUIT u" I I.D• I H •I II SLOPE FOR . Io: •�' U' DRAINAGE 12 IN. MAX. STEP I I FL� i ICI a� T\_SPACING 1I1 — — � T —r — — 14 IN. 14 IN. b4 ® 12 IN. CTRS. 6 IN. TYPICAL WALLS AND FLOOR SECTION A -A SECTION B-B GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) AREA INLET CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL DATE: 12/8/00 CiyotPorlColline UTILITIES CONSTRUCTION DETAILS 9A DRAWN BY: NBJ 6" 24„ I I Nn na —� I TRANS. f-24'= �, \ _._..____ , ` �� ` 6 co \ SEE NOTE 3 IF GROUT n 3'-3" RAIL EMBED EQUAL NO FLANGE HIM LENGTH IN BOTH WALLS p vr. #4 @ 12 " OC a VARIES % i £E PLANS 5" — I— { 1 23 1/4" SEE NOTE 5 22 3/8" NOTES: ADJ. 9" 1 11/16" TYP. — r 2" 5" I. Au rYPE IJ INLETS SMALL BE CONSTRUCTED rWM/ AN ADJUSTABLE CUM BOX. TO 12 1/2' I —I I— i 3/a" TYP I ( _!�1 r PEABtw ImAmr. /YK.w nume ANEIrR B cBArr B oT,riEo? mwurAcrem GRAM, st of �rovcB BT THE EMCMfER POW TO USE L e .5. EXTEND fifXf0ft*VV INTO S0fVWLK SECrVM A WWYUY Or Ir". WNEBf NO SIDEWALK /S �ii/ii TO BE PLACED, [XTEND Rf/NIONCBKi /N/O BACK WALL Or INLET BEN/NO CURB INAYf. 20 1 2" I f. ALL INLET BOXES SMALL BE CAST M PUCE CONCRETE uNLESS OTMENW/SE AUTMOR/EEO ° / SY INC 00WER. 8 ++ 4" -_I L6" —I 28 1/2" S. »MW BARS ARE W BE SPUM YWIMUM SPLICE LEAWM -IB" E 38 1 /2" 8 " 30 " I 8 " (-- NOTE: j 1. TOTAL OPEN AREA IS 336 SQUARE INCHES. Type 13 Inlet STANDARD NUMBER Detoil Type 13 — A City .of Fort Collins CITY OF FORT COLLINS, COLORADOI APPROVM ENGINEERING DEPARTMENT REVIEWED: Alley Concrete Border Drive -Over or Vertical Curb & Gutter F R.O.W. (TYP•) �101X10' I 101X10' SIGHT Construction Joint SIGHT Curb AREA tj AREA 0" Curb Walk 1;12 I °a o 8" minimum thick �1 1.12 Walk —� � r concrete ° 0" Curb T x 6" Curb Truncated Dome Parkway Parkway r Vertical Warning Detection — — — — — — — — — — — \ — — 6" Curb FL--'6" Curb STREET Truncated Dome Warning Detection ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley FL ' Concrete + Alley i I Drainage Inlet or Other Drainage Collection R.O.W. System shall be designed (TYP.) — for 2 year storm minimum. 10'X10' 1 O'X10' SIGHT / / / \ SIGHT AREA AREA Walk 1:24 g —' L I o� 8" minimum thick I e 1 24 v `— concrete Walk O" Curb 0Curb " Parkway r Parkway 6" Curb FE 6" Curb Warning Detection See Tables & 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 x. E io 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 1 /2" Expansion Joint Material DETACHED 6" .,SIDEWALK F- . . . . . . . . . . Driveway Sidewalk .y_..A ..�.. y.+.Y+.�. Attached Sidewalk T.C. \L F.L. LIP 8" Commercial 6" Residential 1 /2" Expansion Joint Material ATTACHED i. 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: 04/01/07 1601 Slope sidewalk to curb 1 /4° per foot. d ° 8 4. < 4 , ° NOTE: Construct sidewalk with joints at 10' intervals d and aligned with scoring on curb. O 4 ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL 4 R 1/8" 1/4 SLAB THICKNESS °4 ° 4 c 4 4 4 ° 4 WEAKENED PLANE JOINT 12' Expansion Joint material . ° 4 R1° 4° ° ° 4 ° ° d ° 41, < d° e INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1602 Curb to retain ground behind the walk, if needed. Ip (Radius varies) 2 Transition of walk \bacl� typ•) Wood float �Q finish thru ramp 5\0�l Walk Broom finish Curb Gutter `v' CORNER LOCATION Wood float finish thru ramp Walk Broom finish Curb Gutter 0 z 0 z J a 3 0 Y U ml E r U) E 0 0 m Truncated Dome Warning Detection 0 Curb (optional) Only if needed Transition back of walk (typ.) lto a, .s a lope 12 Slope SlopI Broom finish (max.) (max.) y IA 6' r� •.r► •.r► �� Truncated Dome (min.) (min.) Warning Detection MID -BLOCK LOCATION at the corners of the truncated dome warning 2'-0" 6" truncated dome warning detection c 7:25**slope (max.) • e ILL a , a � E 4' CQ 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 ARTERIAL o c ROW Line 9� (51 ARTERIAL / COLLECTOR 2 J Q Cc W R=6' H Qo j. s .�6 J Q ROW Line Ir 10' .6' Lu 10' 5' (min.) Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radius > 35' DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1604 r u 1 � I Note: Use of this detail requires special approval in Fort Collins by the Local Entity Engineer. DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS 16 0 5 STREET STANDARDS DATE: 04/O1/07 1.5 TRANSITIO�1A 0.5 TYP, 1.5 TRANSITION 1 . -0.5 i W - - O O O O O W / W W - 0000000°O 2• 000000000 00000000O CURB W W W W W W Flared W W Option - W - TruncatedDome W W W W warning Detection iW W W -FLARE OPTION W W O°O° W W W W o°o° A O°00 p000 Truncated Dome O00° 4' MIN. I o 0 Worning Detection 1" 1l. Max 000° . 6" CURB 0000 0" CURB 000° o_o — 1 R CURB OPTION a , 2' CURB tm6" or as specified 1:25 slope (mox.) FL 1:11:1=PE MAX. STANDARD GRAYCONCRETE, FLOWLINE -s 6" 1.- LIP 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) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1605 r 3 r t=z 0o ay � z C-1i r" Cn C/) O z --3 a Lam] � C a O z � O Cn o C/) C5 a b F--� t 1 ^ z Truncated Dome Warninr Detection Plan Locations Truncated dome panels: 4.5' 6.0' 1-2'x2.5' Varies v aries Flare 4'-6" - Flare 1-272' Ramp Ginter :20 slopeAX Slope 1 2'-6" 2'-0" or -)000000 0;,o f Apron 0.5'-T , Panels Y 2'-0" Pane 0.5' T 7T,ueaeDome �000000 000po g Warning Panel c�ro O Section A -A Flowline NUlb TS Gutlet Note: PT of Walk C") 1. Set ramp slopes using the center of the ramp. 0 Truncated dome r- 2. Truncated dome warning panel: Install panels along with the R19.5' warning detection �— concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first PT of curb return z approved by the City Engineer, prior to installation. The panel R15.0' (� color shall be red, no other color is approved. Specifications for 6'c� pp p Conc. a, CA O the panel material will be provided upon request. 5'-6" BOC to walk w/vertical curb °` & Back of Walk N o ;a;o z 3. Each ramp shall align perpendicular to the street in which 5'-7" BOC to walk w/drive over curb A �.._ the ramp is provided to cross. Cont. Flare 4.5' Conc. Sidewalk R20.0' 4. Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to A'. 12.0' construct these ramps that is not specified on this drawing. Fmi nei�m cuo 6.0' Area to be landscaped 5. Construct the ramps and walk so the corner area all drains to L e. o'c6 c the street. 0.5' U LEGEND:.5' BOC- Back of curb f1.. - Property Line 1.5 PT - Point of Tangency PLAN VIEW NTS y yz� � :r > d>� a C7 dz a y O y O 0­4 d O z y o Z � � O � 0 a a o z 4� A _ a� a Flare y' Ramp Flare O O O O O O 000O0 00o000 2'-0" Panels 0 0 Panel 0 00 00000;000 BOC �ptb Curb _------ - -_ Gutter For o r Apron A It_ Case 1-Directional Ramps Flare BOC Ramp < d 0 n°nG oGPan eISO ; 0 °O° 0°0°o°O Flare 0' Panels 0 V 0 V 0 ti 00 Case 2-Non-Directional Ramps Varies Varies 11 :20 Slope 1:12 MAX Slope i Gutter or Apron Panels embedded in the concrete ramps �LL Section A -A (Center line of ramp) NTS Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or L Ramp Flare Flare f °o°o°o°o°o 000-OOrOn n0 BOC 24" o Panels o (Panels) O'0'00OUO"o° 0 0 0 0 o O rb Case 3-Mid-Block Ramps Ramp Panel Width O Width: CombinationL 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 line of ramp BOC -Back of Curb FOC -Face of Curb L-Flow line y 4' Min. Flat Rest Area e Minimum area of nose island 50 ft2 SECTION A -A Truncated Dome Warning Detection (tYp•) A Min. 4' p 0 g' Stop Bar at Min. traffic signals Sidewalk width shall conform to width requirements for the street classification NOTES: 1. No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shall be in line with cross walks. 3. Crosswalk to line up with ramp & Refuge Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION:' . REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1608 4'-0" (Min. Width) Sidewalk Addition Existing Sidewalk 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 SHAD BE STAMPED AT 500' INTERVALS ON EACH OUTSIDE MAINLINE SHOULDER AS SHOWN GENERAL NOTES I. THIS STANDARD PLAN DOES NOT APPLY TO THIN CONCRETE OVERLAYS (WHITETOPPING). rl2 2, LOCATE Q JOINT AT A © JOINT OR A MINIMUM OF 2 FT. FROM A © JOINT. T 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 - HIGH LAYOUT FOR APPROVAL BY THE ENGINEER. SLABS 14 FT. IN WIDTH SHALL BE CONSTRUCTED ONLY WHERE NUMERALS DESIGNATED ON THE PLANS. 4. WHEN A CONTINUOUS WIDTH OF PAVEMENT IS POURED WIDER THAN 40 FT., THE JOINT NEAREST THE CENTERLINE SHALL BE AN UNTIED Q JOINT. 5. ON 4 LANE DIVIDED HIGHWAYS, THE 2 LANE DIRECTIONAL PAVEMENT AND BOTH SHOULDERS SHALL BE PLACED WITH O LONGITUDINAL SAWED CONTRACTION JOINTS. ' 6. ON VARIABLE WIDTH SUBS, THE 2 FT. OR 4 FT. END OF SLAB WIDTH DIMENSION MAY VARY 16 INCHES. 7. TO BE USED WHEN TRAFFIC LANE IS ADDED SEPARATELY OR FOR TAPERS OR SPEED CHANCE LANES. ALTERNATIVE LP LPJOINT LOCATIONS AT SPEED CHANGE LANE MAY BE USED IF APPROVED. TYPICAL JOINT LAYOUT FOR DIRECTION OF TRAVEL 5--i - CONCRETE ROADWAY WITH CONCRETE SHOULDER JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) SHOULDER A - A HORIZ. J14' _HORIZ FROMEDGE fl TRAFFIC FLOW I TRANSLATION♦INCHES a/ RTICAL T/2 VERTICAL SKEW OF SHOULDER TODOWELS 12SKEWT SKEWSHOULDER IS PAVEMENT THICKNESS FROM PLANS 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 JOINT WITH 14 FT. AND 12 FTLANES DETAILS ILLUSTRATING DOWEL PLACEMENT TOLERANCEt 1Q SEE SUBSECTION 412.13(6)2 FOR ALLOWED TOLERANCE VALUES. ALTERNATIVE TIE RS DIMENSIONS (SEE NOTE 3) 30•BCTRS\ \1 I n Imo,*Fi1+� rl' • � �Illrww��l�l��� RURAL TWO—LANE --�� TRANSVERSE CONTRACTION - LONGITUDINAL CONSTRUCTION ._ DOWELED TRANSVERSE CONTRACTION L E LONGITUDINAL CONSTRUCTION OR CONTRACTIONINAL �..,..-.. "' • "L'.! TRANSVERSE CONSTRUCTION "'I d . w1&1JUf>t.=-zra4.AILeisvl- W-v1allff:L1OAKUM low auWD:P111itITng M RAMP AND SPEED CHANGE /LANE DIMENSIONING FOR JOINTS ONLY. SEE PLANS FOR STRIPING LOCATIONS. ALTERNATIVE DIMENSIONS (SEE NOTE 3) C SHOULDER DC ]a, DG OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGLE LANE SPEED CHANGE LANE Computer File information ® ® Sheet Revisions Colorado Department -o1 Transportation 4201 East Arkansas Avenue DOT Denver, Colorado 80222 �� Phone: (303) 757-8083 Far: (303 �•- •-r^•• ) 757-9820 ��� Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Dole: 07/04/06 Initials: Sit— Dale: Comments Last Modification Date: 07/04/06 Initials: LTA M-412-1 Full Path: www.dot.state.co.us/DesignSupport/ o.us/DeDesign5upport/ Drawing File Name: a12070,05 Issued By. Project Development Branch on July 04, 2006 Sheet No. 1 of 5 CAD Ver.: Microstation V8 Scale: Not to Scale Units: English JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) —(C TRANSVERSE CONTRACTION LONGITUDINAL CONSTRUCTION DOWELED TRANSVERSE CONTRACTION L E LONGITUDINAL CONSTRUCTION CONTFACTIONINAL T �����"'-�� TRANSVERSE CONSTRUCTION R MULTI —LANE WITH ACCELERATION AND DECELERATION LANES AND CONCRETE SHOULDERS M40 SPEED CHANGE IIMENSIONINC FOR ONLY. SEE PUNS IRIPING LOCATIONS. SHOULDER 2' OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGLE LANE ACCELERATION AND DECELERATION LANE ALTERNATIVE DIMENSIONS (SEE NOTE 3) 1 SHOULDER Ell ' Computer File Information ® ® Sheet Revisions Colorado Deportment of Transportation 4201 East Arkansas Avenue DOT Denver, Colorado 80222 �� Phone: (303) 757-9083 oW�.,. Fo.: (303) 757-9820 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Dote: Initials: 5JR Date: Comments Lost Modificationn Dote: Dote: 07/04/06 Initials: LTA M-412-1 Full Path: www.dot.stote.co.us/DesignSupport/ Drawing File Name: 412070205.dwg Issued By. Project Development Branch on July 04, 2006 Sheet No. 2 of 5 CAD Ver.: MicroSlolion V8 Scale: Not to Scale Units: English 0 0 0 0® ■o 0 0 0 0 0 0 0 00 0 0® o� o I V O 1 I I I I I I I I I 2 ttP. I 1 OPEN CENTER CLOSED [ENTER CUL—DE—SAC JOINT IS NOT REQUIRED IF CURB AND CUTTER IS POURED MONOLITHICALLY WITH ADJACENT LANE, JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) A EXPANSION TRANSVERSE L`J CONTRACTION - LONGITUDINAL lJ� CONSTRUCTION Dc DOWELED TRANSVERSE �—� CONTRACTION LONGITUDINAL CONTRACTION LONGITUDINAL CONSTRUCTION T TRANSVERSE CONSTRUCTION SHOWS INLET 1 SHOWS AAANHOL'11 I � I►o lo' i I INLET OR MANHOLE NOTES 1. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HAVE A MAXIMUM SPACING OF 12 FT.-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB AND GUTTER). 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR CURB AND CUTTER. # 3. PUCE % 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 PLANS, SELECT AND USE A BOND BREAKER AT INLETS, MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES SHALL NOT REQUIRE A BOND BREAKER. 5. WHERE A LONGITUDINAL JOINT PASSES LESS THAN I FT. FROM A CAST -IN -PAVEMENT MANHOLE OR SIMILAR SIZE STRUCTURE. A TYPICAL 2 FT. RADIAL JOINT, AS SHOWN IN THE DETAILS. SHALL BE USED. 6. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST 4 FT. AWAY FROM THE EDGE OF CIRCULAR MANHOLES. SEE CURB INLET BOXOUT DETAIL ON SHEET 5. 8 MINIMUM 12- MAX., CONIC. 6' THICK OR LESS CONIC. OVER 6� THICK - CURB INLET BOXOUT # (uELDETAIL ON E D E 'k L CURB INLET # # DC BOXOUT L L (SEE DETAIL ON %' EXPANSION SHEET 5) # V # JOINT FILLER # 2' f: 6' FYP. HMA PERMISSIBLE ALTERNATIVE JOINTS WITH SMALL RADII c 16' 2' E 6' TYP. - M1 E ROUNDING OF ANGLE BY FORMING OR SUPFORM PAVING V PERMISSIBLE. INTEGRAL / # CURB J INLET OR MANHOLE # MAY BE ALIGNED WITH FRONT OR BACK OF CURB. HMA - - 1 6 MAX. D # TYPICAL CURBED PAVEMENT JOINT LAYOUT Computer File Information ® 0� Sheet Revisions Colorodo Deportment of Tronsportotion 4201 East Arkansas Avenue /TOT Oenver, Colorado 80222 Phone: (303) 757-9083 303 � Fa.: ( ) 757-9820 Project Development Bronch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation. Date: 07/O4/O6 Initials: SJR Oale: Comments Lost Modification Dale: 07/04/06 Initials: LTA M-412-1 Full Path: www.dot.slale.co.us/DesignSupport/ Drawing File Name: 412010305.dwg Issued By Project Development Branch on July 04, 2006 Sheet No. 3 of 5 CAD Ver.: Miuostation V8 Scale: Not to Scale units: English JOINT LEGEND NOTES ' (SEE SHEET 5 FOR JOINT DETAILS) 1. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HAVE MAXIMUM SPACING A EXPANSION OF 12 FT-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB AND CUTTER). 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR /1 TRANSVERSE CURB AND GUTTER. L% 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 . DC DOWELED TRANSVERSE DO NOT REQUIRE A BOND BREAKER. — CONTRACTION 5. WHERE A LONGITUDINAL JOINT WOULD PASS LESS THAN 1 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. L`l CONTRACTION 6. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEST /-� LONGITUDINAL 4 FT. AWAY FROM THE EDGE OF CIRCULAR MANHOLES. SEE CURB INLET BO%OUT DETAIL ON SHEET 5. CONSTRUCTION TRANSVERSE # # TF CONSTRUCTION A # # 0 OR OE SHOWS SHOULDER L C CURB AND GUTTER 1 DC 12' 2' L —T— 11 11 Yll 11 A 1 11... C # # EXTRA JOINT SHALL BE PLACED HERE (TYP.), WHEN THERE SHOULDER D EXTRA JOINT SHALL BE PLACED HERE (IYPT' WHEN THERE C CAN IS MORE THAN A 12 FT. CAP BETWEEN A JOINT LOCATED AT A IS MORE THAN A 12 FT. GAP BETWEEN A JOINT LOCATED AT C # # CURB BREAK POINT AND THE PREVIOUS JOINT # SHOULDER CAN A CURB BREAK PO POINT AND THE PREVIOUS JOINT # CURB BREAK POINT CURB BREAK POINT 12' 12' L � L SHOULDER #izz# C # # # # EXPANSION MATERIAL AT C SHOWS CURB AND C BREAK IN CURB ALIGNMENT (TYP.) GUTTER D OR O HMA PAVEMENT MULTI —LANE INTERSECTION WITH SPEED CHANGE N AND CONCRETE SHOULDERS Computer File Information ® - ®�„• Sheet Revisions Colorado Department of Transportation 4201 East Arkansas Avenue DOT Denver, Colorado 80222 ) �� Phone: (303 757-9083 Fax: (303) 757-9820 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Date: 07/04/06 Initials: SJR Dote: Comments Last Modification Dote: 07/04/De Initials: LTA M-412-1 Path: Full Palh: www.dot.sla le.ca.us Desi n5u / pport/ Drawing File Nome: 412010405.dwg Issued By Project Development Branch on July 04, 2006 Sheet No. 4 of 5 CAD Ver.: MicroSlatian V8 Scale: Not to scale Units: English r M r== M= M= M M M = = M IA= = SECTION �110615 PAYMEN'T BOND *9;) L n ao,. KA4482 KNOW KLL 3Y 17HESE PRESEI'J75' chat is rM 11 Vogel Concrete, Inc. k , Addrtss) 6330 S. College Ave., Ft. Collins, CO 80525 kan T ;a- rr Patnorz3lh.�Pn! )' la Corporatio, ro as .ndlvidual) F i rm! Contractors Bonding and Insurance Company ;Address) 5300 DTC Parkway, Suite 490, Greenwood Village, CO 80111 rlereinafzer ref;acflr:!dl --0 as "r-he Surc,'-y", a-,e. held and fi--,,P-ly bound unto the Ir Farr- Coilins 30D Laporte Ave.i .Fort -Collins, r"olorado 805.22 a t (t`jj)jjjCjpaj Cnrt-of,�ttioR) hereinafter rc-fOrred -o ..as "the OWN E R the per sum of, $1 205,907 jawfi,11 money of the United States, for the payment of which sum well 811d truly to be made, ourse.1ves, saccessors and assign5, Jointly and se' orally, fir"mly by these en THE whereas-�ncipal entered ,ONDITION.S CIF -.,4rS OBLIGATION are such that whereas intL, a ceetaJ,n Agreement wYth the OWNFR, dated the 31st, day of 'Ma--C,h 2009, a copy of which is hereto attached and made a part fiereof.for the -performance of The t;ity of Fort Collins project, 2005, Rentv6l 6046 '-"oncrete Mai-nten-&Ace pzoject.' NOW, TME?25FORt-, if the Frincipal sh- all maka payme-At to all persons, firms,, %,.bcontractors, and c.c>rporations Durnishinq materials fox or performin<) labor in the prosdcu I C1011 of the Work provided. for in such Agt6ement and any authorized extension or modification vhereof, including all amounts due for ' ntat rial:�, rep, -nt -sumled, lubr-icantsr pairs on niachinery, equipme aAd t001a, Con reated Qz used Ln corino'�_-tjojj wi-,.'i , the construction of si.tch Work, aril. all. insurance premiums On S�id Work., a.Rd for all labor, perf.ormed in such Work 71 1 whether by subcontractor Or GCherwise, . then this ob-ligall-Lon shall be o;d; otflerwise to, remain in full ford _and effect. I Section.00615 Page I 11 I r M M M M M M M M M M M M M M M r M M APPROACH 11 1 CONCRETE SUB JOINT ROADWAY SLAB .. u' T SEE BRIDGE PUN FOR DESIGN 3'5' BRIDGE APPROACH BELOW SURFACE / r:•SILIG NE T _ 1 T CTRS PREFORMED- . • I T/2 TIE BARS. JOINT MATERIAL •, I� Jj • © OE TRANSVERSE LONGITUDINAL EXPANSION JOINT CONTRACTION JOINT CONTRACTION JOINT (TRANSVERSE WEAKENED (LONGITUDINAL WEAKENED PLANE JOINT) PLANE JOINT) THE TRANSVERSE JOINT IN \ MONOLITHIC CURB AND CUTTER SHALL BE SAWED TO THE SAME DEPTH AS THE PAVEMENT. BOTTOM OF SAW CUT l . T L 2 V2=. � 0 LONGITUDINAL CONSTRUCTION JOINT } USE ONLY IF T 2 8 IN. FORM ONLY FEMALE KEYWAY CTRS. A KEYWAY IS ALLOWED TO �rilE BAR FACILITATE USE OF BENT T.^c• I I • T GRADE 40 TIE BARS OR APPROVED iW0 PIECE T IS IS • CONNECTORS L T/2 .18' CTRS. 4 T/2 • 1 TIE BARS T LONGITUDINAL CONSTRUCTION JOINT TRANSVERSE CONSTRUCTION JOINT JOINT SEALANT JOINT SEALANT X SEE DOWEL SPACING a•' IN TRAVEL LANES ON THE PLANS. T •, T/2 RIGID WELDED •` ASSEMBLY DOWELED TRANSVERSE CONTRACTION JOINT '.11I MIN. - T°• ' . e • -Il4� T%` DIA. BACKER R( A T/3 MIN.•• SEAL AT A SHALL BE OAT FOR LONGITUDINAL JOINTS ALONG SUBS 14 FT. IN WIDTH. CONSTRUCTION JOINT ..T LONGITUDINAL CONSTRUCTION JOINT t# USE ONLY IF T < 8 IN NOTE PAVEMENT THICKNESS (i), 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. REINFO ICING SI F TARLF 9 BOND \j- BONO BREAKER BREAKER 464 e 9 m TESS 12' 12•jMIN. OD OR �7 I 0 C OD OR EO . INLET OR MANHOLE CAST IN PAVEMENT INSTALL TRANSVERSE JOINT AT D C BOTH BOXOUT CORNERS IF BOXOUT IS 8 FT. OR LONGER. 8' MIN. APRON C RECESS CURB INLET BOXOUT IN OR 4:1 TAPER MANHOLE i0 MEET APRON Y T (SEE JOINT QA DETAIL) MN BOND BREAKER % RECESS SECTION A —A INLET OR MANHOLE 4:1 TAPER TO MEET STRUCTURE SECTION B—B BOND BREAKER SHALL BE COMPOSED OF PLASTIC SHEET, BUILDING PAPER OR OTHER APPROVED MATERIAL THAT PREVENTS BONDING. SAWED JOINT Computer File Informotion ® ® Sheet Revisions Colorodo Deportment of Tronsportotion a201 East Arkansas Avenue oT Denver, Colorado 80222 �� Phone: (303) 757-9083 �;o Fa.: (303) 757-9820 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Dote: 07/04/06 Initias: SJR Date: Comments cotion® Last Modili—,d Date: 07/Da/D6 Initials: LTA M-412-1 Full Polh: www.dot.slote.co.us/Desi n5upport/ Drowing File Nome: 412010505.dwg Issued By. Project Development Branch on July 04, 2006 Sheet No. 5 of 5 CAD vm.: Microsta6an v8 Some: Not to Scale Units: En�ish SECTION 03500 PROJECT MAPS In order of priority English Ranch Fairbrooke Silver Oaks James Court Remington Street Stetson Creek Lexington Greens Southridge Greens English Ranch rCUCHARA5 CT �� \NPR �5AON � o CKUR w COCHETOPA CT L BLACKT 5TON4 STONE B O z O r i z o Q — E HOR5ETOOTH RD N O r ANTEL PE RD 1 APP�� DI O� � 0v Q� ASTGATE Lf, MICHELLE LN ARCTIC O ? FO DR ROCHDALE OJ FL BISON RD �J z O O STOC URY DP, � z CHARLIE LN o oz � z u WHITWORTH DR u- REDBURN DR °C OLI z aG z (Z w lL N �OJ ST NEHAVEN DR M SA VERDE 5T Q U 3 Gy SUNSTONE DR p \O� 7_1 U PADDINGTON R Z m 3 U Cl w z z O O Lu m W, O U Fort Collins Fairbrooke i t Af� W PROSPECT RD t d� O� •�t ado c c�. • `'\ oticT s HOLLY PL � Q i = 3 I g o 5TO WAY HOLLY ST CHARLE � _ 4 U rn Z � O N+ s MfRvl((F Cr � t 9�c SUMAC 5T ZIRKEL5 CT NOV�\N 00v���D� 9� t 0�433 i U / INDIAN PEAKS PL N � f' DOR5ET C N ��lFl�y ;l ' City of Fart Collins ' SILVER OAK ¢ ' 1 O w J_ N SILVER TPA U') Silver Oaks z PRIMROSE LN THREE OAK5 CT W HOR5ETOOTh RD 0 CV ¢ N Fort Collins / ""�Z- James Court UNIVERSITY AVE 50UTFi DR az WESTWARD DR C) N J W W PITKIN 5T SPRINGFIELD DR N N p J W BENNETT RD W LAKE ST SUMMER ST W PROSPECT RD Sh 1 11 1 C 11 Fort Collins r� Remincgton * River51GIe Riverside By Others ' E MAGNOLIA 5T v z J � w g S N v a E M LBERRY ST v w � J O E MYR FLE ST ~ Z OU w N K O N � � w w J E LAUREL T — O O z O N TDALE DR O w H E PLUM srN F PENNOCK PL U w LO --U5T 5T p a/Lh Lateral Lu _ E ELIZ 3ETH ST Z O Q lLni z i ° I GAR IELD 5T --"' w - GAPNELD 5T U i O N oz 2 / EDW RDS 5T � 1 wgRpS Lu ST a � E PITKIN ST `n J f r' n J I 2 = N Q ti BVCEST BUCKEY 5T BUCKEYE 5T 3 � 2 = O 2 f w O Z 0 �9 o cu j - w � 1 Om O E LAKE 5T U U =_ I y° a? a, LAKE PL u N N E LA E ST J F ~ LLJ i 2 E PR05P CT RD � J APE DR z O = F N + U �_ Ul wO z O W w N > i = _ ..._. w w PARKER n STCL- _ ALPERT C W ALPE T AVE r` i �- Fort of Willow Springs and Stetson Creek Areas O ,IDGE DR 0 tz O Q O z I Q O� PO KPORT CT oC 0 Y TIMBERWOOD DR M150N DR 2 O o O� S�00, DGE CREEK RD O O F 70 DAKOTA TIMBER CREEK DR O� _ CO ANGELO DR MALLbVOOD D �P Tt1E Willow'Springs-By Others p COPPER CREEK DR KDR GR LU G� RK pG �Pp�50N R05EMA Y T p u 7TIEG REEK -DR-- J DR Fir G P LDFN .,,.. SETWATF CREE �O G� r 1� JECHTER RD E COUNTY ROAD 3G �ek D itch cit 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Lexington Green Z iI/ANV/O�P� r ID tr cO�ST�rUr� p� p� IND5o T it vZ (J -1 O�� a 0 , v� 2! � r VALLEY FORGE,CT VALLEY FORGE AVE Q MEMO ii z w � � H 3. u o w L N z o 2 1; uC J = Q� 10 �� YO KTOWN AVE �O z W DRAKE RD . } r r w Q CLI Spring Creek /' H JOVER CT z z HA5TING5 DR u � z o 0 w CZ 0 Q N FREMONT CT > z 3 Q O 2 z O _ U-1 g z U-1 HULL ST V ~ Fort Collins Fortner, Trilby and Southridge Greens Areas /'I<._ / ,J Gq lFO� Lp� U HUNTINGTON HILLS DR U n ENT CT FOSSIL CREEK PKWY 1=05511 Greek B O 9 U PRESCOTTST I By Others �0�� U Z L O Q Z u Q co N SETON ST �- C, eP� ��teh DORAL r► GLEN h/\ qti cT i o ' m °L z L..._a _.., U L L a-/ J p C'J L z p L U O Ln PHEASANT p PARAGON PL t CACTU` CHl KApEE cr yC j a N a w L CLI FPO O SE CT ti , w ; I� 9 c> C Ossil Creek G� c� t :j Trilby By Others U oC p � r H Z I PROVIDED, FURTHER,. tt.kat. the sal.j S-urety, Eor value rec:eived, hereby ssta.rjulate3 and agrees t1 it rn cl-ianqe, extension of ti-ine, altetar..,on or adddtion ,o the ter -IT'S Df the Aqre�rnQrl t .0' to the Work to be perfortned thereunder or M e ti-icij;l same S gat in Any way Affoct irs 'Dbli-loq on L I Re same thl.s bond; and -i-- dr)e-7t lje.reb a y w ive noL-ice of any. such change, ext-ensior, ', of -2 r to tho wo�-'k nr of the Aqrte--Meint 0 adcj on to h the 3 p ec, nov I DED, I FURTHER, t h-a t r. o final 3 e t t 1 ern-ewll t between the &W M E F. a aci he C-ON7RACTOR. shall 41or,,dqe the of any benef icidf!t1 he-reurder, w*nose aiM rriay be unsat istied. SLirety Conqpdny Must be author zed ' bus nee �a r.. e `i .a _e ROVIDED, JrF, HER, t ha t Of c>loi ado and be acCeptabi to the WNER. 1 . counterpart,-, .IN, wqTNE�j75 WHEREOF, -t� ins exer.u�-ed i r, thze ei-ch one of whict! Shall. be deemed an orig-inal, t1,,i,3 12 day of May 213 09, IN IRE5EK-6 OFr Prin6ipva Vogel garVreke, Inc. ' ., ___ (Tttle3 6330 S. College Ave. Ft. Collins, CO 80525 (Adciress) �Corporate Seal)_ IN PRESENCE OF, other Partuars PRESENCE OF; Sureity Contractors Bonding and Insurance Company A0 5300 DTC Parkway, Suite 490 By: Greenwood Village, "S BONDING Y:l acre, CO 8 0111 'fll it (Addresaf r'ORP 0 (Surety Seal? 7 M jMZ; 1lata of 'S P and must not -be riar to date of Aqrsement. t�e if CONTRACTOR is Wartnershipe all partneXx ab-OqI4 execul Blond3�, 9 Ax Totj 7/96 Section 00615 Page 2 I CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages 00300 Bid Form 00300-1 - 00300-3 KelZki:7_I4i9I91911L'i1:1U1 ? 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 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 7/96 Page 2 No Text Certificate of Appointment and Resolution of the Board of Directors I The undersigned President and Secretary of Contractors Bonding and Insurance Company hereby certify that the President has appointed the Attorney(s)-in-Fact identified on the front side of this power of attorney, under and by the authority of the following resolutions adopted by the Board of Directors of Contractors Bonding and Insurance Company at a meeting duly held on December 15, 1993: RESOLVED, that the CEO, President, CFO, any Vice President, Secretary or any Assistant Secretary, and any other employee as may be specifically authorized by a particular board resolution (hereafter "Authorized Officer or Employee") may appoint attorneys -in -fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the Company, to execute and deliver and affix the seal of the Company to bonds, undertakings, recognizances, and suretyship obligations of all kinds; and any Authorized Officer or Employee may remove any such attorney -in -fact or agent and revoke any power of attorney previously granted to such person. RESOLVED FURTHER, that any bond, undertaking, recognizance, or suretyship obligation shall be valid and binding upon the Company: (i) when signed by the Authorized Officer or Employee and attested and sealed (if a seal be required); or (ii) when signed by the Authorized Officer or Employee, and countersigned and sealed (if a seal be required) by a duly authorized attorney -in -fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys -in - fact or agents pursuant to and within the limits of the authority evidenced by the power of attorney issued by the Company to such person or persons. RESOLVED FURTHER, that the signature of any Authorized Officer or Employee and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company (unless otherwise specified in the power of attorney itself); and such signature and seal when so used shall have the same force and effect as though manually affixed. RESOLVED FURTHER, that all previous resolutions of the Board of Directors concerning powers of attorney and attorneys -in -fact remain in full force and effect; that all forms of powers of attorney previously or in the future approved by the Board of Directors, including, but not limited to, so called "fax or facsimile powers of attorney", where the entire power of attorney is a facsimile, remain in full force and effect; and that one form of a power of attorney may be attached to one bond (for example, the form for which this resolution is a part may be attached to a bid bond), and another form of power of attorney may be attached to another bond (for example, a fax power of attorney may be attached to the final bond for a project for which the different form of power was attached to the bid bond) without affecting the validity of either power of attorney or bond. IN WITNESS WHEREOF, Contractors Bonding and Insurance Company has caused these presents to be signed by its president and secretary, and its corporate seal to be hereunto affixed this 13th day of June, 2007. 4::;�<Don Sirkin, President Attest: R. Kirk Eland, Secretary r 1 State of Washington a' ` County of King , On June 13, 2007 before me, Brenda J. Scott Notary Public, personally appeared Don Sirkin and'R. Kirk Eland personally known to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me all that they executed the same in their .' authorized capacities and that by their signatures the entity upon behalf of which they acted executed the instrument. WITNESS my hand and official seal. Signature & (seal) Brenda J. Scott, Notary Public [l SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page 1 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID GG DATE (MMI3/09 VOGEL-1 05 13 09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE LBN Insurance Agcy-Johnstown HOLDER. THIS CERTIFICATE DOES NOTAMEND, EXTEND OR 4848 Thompson Pkwy, Ste 200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Johnstown CO 80534 Phone:970-635-9400 Fax:910-635-9401 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Pinnacol Assurance 41190 INSURER B: Auto -Owners Insurance Co. 18988 Vogel Concrete, Inc. INSURER C: 6330 S College Ave INSURER D: Fort Collins CO 80525-4044 INSURER E: OVERAGES 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 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR N TYPE OF INSURANCE POLICY NUMBER E DATE MMIDEFFEDIYY POLICY EXPIRATION DATE WDDIYY �� GENERAL LIABILITY EACH OCCURRENCE $1000000 PREMISES(Eaoccurance s 300000 B % COMMERCIAL GENERAL LIABILITY 74006127 01/17/09 01/17/10 MED EXP (Any one person) $10000 CLAIMS MADE [ X I OCCUR PERSONAL & ADV INJURY 31000000 S bink addl ins GENERAL AGGREGATE S 2000000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG s 2000000 POLICY ][ JEC LOC B AUTOMOBILE $ LIABILITY ANY AUTO 4709905200 01/17/09 01/17/10 COMBINED SINGLE LIMIT (Ea accident) $1000000 BODILY INJURY (Per person) S ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) S $ g HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) S GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC S ANY AUTO N/A S AUTO ONLY: AGG EXCES"MBRELLAA LIABILITY EACH OCCURRENCE S OCCUR CLAIMS MADE N/A AGGREGATE S S $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND OTH- g TORY LIMITS ER A EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE 4102132 07/01/08 07/01/09 E.L. EACH ACCIDENT $100000 E.L. DISEASE - EA EMPLOYEE $100000 — OFFICERIMEMBER EXCLUDED? II es, describe under SPECIAL PROVISIONS Dalow E.L. DISEASE - POLICY LIMIT 1 11 500000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVOONS The Certificate Holder is listed as Additional Insured in regard to the General Liability. V CR I Ir11..N I C A V LYCR 4.N171nCLL/i I I V ry FTCOLLI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN City of Ft. Collins NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Purchasing Division IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR 215 Mason Street P.O. Box 680 REPRESENTATIVES. Ft. Collins, CO 80522-0580 Au RESE " ACORD 2512001108) ® ACORD CORPORATION 1988 ' -SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION ' TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 2009 Renewal 6046 Concrete Maintenance Project PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: Vogel Concrete Inc. CONTRACT DATE: March 31, 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 IREMARKS: AUTHORIZED REPRESENTATIVE DATE Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 2 0_ TO: Vogel 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, 6046 Concrete Maintenance Project. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated March 31, 2009. In conformance with the Contract Documents for this project, 'your obligations and guarantees will continue for the specified time from the following date: Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: 7/96 Section 00640 Page 1 1� ' SECTION 00650 ' LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) ' FROM: Vogel Concrete Inc. (CONTRACTOR) ' PROJECT: 1019 Renewal 1046 Concrete Maintenance Project 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, 1 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, agents or assigns arising out of the 7/96 Section 00650 Page 1 project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this ATTEST: Secretary STATE OF COLORADO day of 20_ CONTRACTOR: Vogel Concrete Inc. By: Title: )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 2 0_, by Witness my hand and official seal. My Commission Expires: 7/96 Notary Public day of Section 00650 Page 2 11 1 1 1 1 1 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Vogel Concrete Inc. PROJECT: 2009 Renewal 6046 Concrete Maintenance Proiect CONTRACT DATE: March 31, 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. Section 00660 Page 1 SECTION 00670 Section 00670 Page 1 SECTION 00300 M330 BID SCIIEDULE Ciq•+d 1'en Collin, Cemcrcie Pr, jest Bid No. ,496, RENE W,"- 11em Nn. D-iption Unit .Cum-, Quitruity 2009 Gmlml Cost Unit PH- Tout 302.01 Sawa mm. 4" L-P. 50 S ?.30 $ 175,06 202.02 s:nacuuing- Addilionul I.Io Dpth I.FI IN. 20101 Gcnaal E--lio0 CY 25 $ 16,sO S 1.170,00 203,02 Barrow TON 0 S 21.54) S 208,01 Stormwater Protection - 9' x 117 Wattle EA 20 S95.00 $ I Ix14.).00 208.02 Stormwater Protection - 9' x 25' Wattle EA 10 S115.00 S 1. 15000 212.01 Sai S1: 201) S 2. Ito S 4M).(R) 212.02 I,arxixupc/lirignrinn LaM+r IIR IO $ 2101 S 1_50.00 364.01 Ag • ,1c IN, C,rno. L�'r 1'ON 2-inn S 21. 10 S (,7. t.10 00 4030I 'I'cmlri+mry Patching TUN 50) S 197.15 S 9s.575.00 &M,01 Type R InIcI - kou-ry & Rcplacc IT Opening) EA 0 S .i _950) S - 604.02 Tyl>< It Inlet - Kccumtnici Urck (T Oprninui KA 4 S 1.15134 S 4 605.3(, 604 n? Tvik R Inlet • Rmomtmct Dak Additional Fan Ilpcninc LF 7 $ I76l,6 S L23,6.62 G9)4,O4 Catch I4uvin Iola •Rcmovc \ Rcpl- EA O $ 1,03S. . S - 664.05 Cmch II;,,m Into • Rcconsimct D-k FA - S 348.s9 S 497.7$ 60-L06 Cmch ll:uin - Recnnsmm Deck Additi-A 17-1 01x1inc 1-F U S 1260, S - OMM7 Modifwd lypc 13 Curb Inld - Rem..... & Rcplacc RA o s I S 1 T55 S - 6d14.08 Modified Type 13 Curh kilo - Rcc-n I-t Urck lam\ U S 41150 S - 60.1.09 %I,0ilied l'ype I? Club Inks - \Maul, (only EA o S 70.57 S - 604.10 Conners $ideu;,lk Cuiven • R-,-o & Replace FA 1 s 1?30.iN1 604.11 \kul Sidnvaik Culvert 5.,g"Plate -R,.,,,, Rcplacc FA .1 s 1,667,75 S 6,671.00 60-1.12 Addilioual Sq- k-m o(JN' Pluto SF 12 S 157.61 S (AM01 Rolwve Cmwww SF 104) s LCd) S 160.01) 60N.02 Rrntow and Haul Fillet, EA 1 S 5),i0 S 53.50 (AIS.03 Apron g" - Rcawce & Rcplacc SI' ; 255 S 7.29 S 2-.72R, 45 40,1014 Cwi ,pm, • 3' Remove & Replace SF 6125 s 7 N S 41,42t,.25 &N (15 Curb, batter & 6" Si&-lk -Remove &Rcplacc I,P 9750 $ 29.25 S IS2 G$7,50 tws.u(, Drivrm'erCmb&(imtcr- No Sidc,vs ik- Rcnwvc.0 Rcplacc LF 1214) S 23,01 S 27,612.(x1 60V 07 Ve, ival C,ob, Guirer fi 6" Sid-11, - Rcm - & Rcplacc LF 71 S 45,414 S 3.19:.SJ (d)N.OS \.•rural Onh&Gmt, - No Sidewalk - Remove&Replace LF 1()7(, $ 2691 S 2S955.16 6010.) Veni-I Owlidi Cud, & (:haw,- Rcmovc & RcpL•me. LF 0 s 24.11 S - W8.10 ll-i ••r Cml• I2" -Remove &Replace LF O $ 19.141 s 603,1 I Hoil}woed Curh, Gnncr & 6" Sidc,e:dk - R---11, Rcplaee LI: 2525 S ?e,27 S 91.361,75 60S.12 Hoilywo.xl Cmh & Gutter- No Side,eatk - Reane & l place LF 14m) S 23.(Xl S 2,?(N).00 Ilighl-k Curh & Goner • N., Si,k,valk • Remove & R,pla- LF 51)(h1 $ 14.90 S 1 7,1,5(p).00 018,14 Pede,ww. Ac-, Ramp - Remove & Replace SI' $Nck $ 7.75 S .34,795.0O 61s.15 I+edestrian Access Ramp - I hyliback • Rcmovc & Replace SF (125 s 9.$6 S 6.16230 &W.16 '1•nnrcumd IN w I+mui SF 565 $ 42.75 S 24.153,35 613.17 Flann!rk •t" - Rcmovc & Repl- SF O S 5.2-1 S - (1ON.1S 11m,v,rk 6" - Rcmovc & Rpluc SF 10OfM! s 6 ) S 601 ,(x).00 Q=CUME-1 VBeeMLOCALS-IlTemplOuantity Estimate Page 1 of 2 Section 00300 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) on DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing constr ction and building materials for the exempt project described below. This exemption does not include or apply to the purchase r 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, orcorporate 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. EXEMPTION Copies of contractor agreement pages (1) identifying the contracting parties and (2) containing signatures of contracting parties must be INFORMATION 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: I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Special Notice 1 Contractors who have completed this application in the past, please note the following changes in procedure: ' The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. ' Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates ' that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001,, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT ' enter what you believe to be the next in sequence as this may delay processing of your application. 1 1 7 L C SECTION 00700 GENERAL CONDITIONS 1 1 GENERAL CONDITIONS ' OF THE CONSTRUCTION CONTRACT ' These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents ' Committee, EJCDC No. 1919-5 (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) I 0 J I Article or Paragraph Number & Title DEFINITIONS TABLE OF CONTENTS OF GF:NERAI., CONDITIONS Page Article or Paragraph Number Number & Title 1.1 Addenda.............................................1 1.2 Agreement,,,,;,,,, , . 1 1.3 Application for Payment,.,,,. „ .....1 1.4 Asbestos 1 1.5 Bid....:................................................1 1.6 Bidding Documents ... ............. ...1. 1.7 Bidding Requirements ...................I.....1 1.8 Bonds......., ..........................................1 1.9 Change Order ...... .................... ............1 1.10 Contract Documents ..... 1 1.11. Contract Price ............. l 1.12 Contract Times...........-_,-,-.„ .............. J 1.13 CONTRACT.OR,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,1 1.14 defective ........... 1.15 Drawings_._....,, .................... 1 1.16 F, fective Date ofthe Agreement.,. 1 1.17 EIVUINEER.:.......... 1.18 ENGINEER'sConsultant 1.19 Field Order..........................................1 1.20 General Requirements,,,,,,,,,,,,,,,,,,? 1.21 Hazardous Waste ................... ............... I.22.a Laws and Regulations; Laws or Regulations ..:........... 1.22.b . .........:.............'- Legal Holidays .................................... 1.23 Liens,,,,,,,,,,,,,,,, ....................:.............. 1.24 Milestone � 1.25 Notice of Award 2 1.26 Notice to Proceed ................................. 2 1.27 .. . CWDER ? 1.'s .......:.............. ....................... Partial Utilization 1.29 PCBs ................................................... L30 Petroleum _ 2 1.31 Project .... 1.32.a ,....,......... ... . ............ Radioactive Material,,,,,,,,,,,;,,,,,,,,,,,,,,,,2 . ..2 1.32.b Regular Working Hours ........................ 1.33 Re-sident Project Representative ............ 2 1.34 Samples....,....... 2 1.35 ...................... Shop,Drawings............ ........................2 1.36 Specifications .......................... ...... 2 1.37 .... Subcontractor I I.38 Substantial Completion,_..__. 2 1.39 Supplementary Conditions . .................... 2 1.40 Supplier....:.........:.............:.................2 1.41 Underground Facilities ..................... T-3 1.42 Unit Price Work..................................3 . 1.43 Work.:........................I.................3 1.44 Work Change, Directive ..... ............ _ 3 1.45 Written Amendment ...........................3 Page Number 2. PRELMINARYN OTTERS................................3 2.1 Delivery of Bonds... .........................3 2.2 Copies of Documents ........................ 2.3 Commencement of Contract Times; Notice to Proceed 3 2A Starting the Wort: ........................... 3 2.5-2.7 Before Starting Construction; CONTRACTOWs Responsibility to Report; Prelim inary Schediles; Delivery of. Certificates of Insurance „--„ 3-4 2.8 PreconsVuction Conference...............4 2:9 Initially Acceptable Schedules ........... 4 3. CONTRACT DOCUI\,=s: LATENT, A,ME NIDINC;,. REUSE ................................ _........4 3.1-:3.2 Intent ,. _... _........ _........................... 4 3.3 Reference.to Standards and Speci- fications. of Technical Societies; Reporting and Resolving Dis- crepancies .................................4-5 3.4 Intent.of Certain Terms or Adjectives ..................................... 5 3.5 Amending Contract Docunents......... 5 3.6 Supplementing Contract Documents. S 3.7 Reuse ofDocuments .......................5 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POL\'TS.........................................5 .., 4.1 Availability of Lands ..................... 5-6 4.2 Subsurface and Physical :Conditions ................ ................ 6 4.2.1 Reports and Drawings„-,-,.....„. „.....6 4.2.2 Limited Reliance by CONTRAC- TORAuthoriied; Technical Data............................................ 6 4 2.3 Notice.of Differing Subsurface or Physical Conditions,,,,,,,,,,,,,,,,,, 6 4.2.4 FNG.INEER's Review .......:.............. ¢ 4.2.5 Possible,Contract Documents Change......................................... 6 4.2.6 Possible Price and Times Adjustments, ..............................4-7 4.3 Physical Conditions --Underground Facilities....................................7 4.3.1 Shown or, Indicated 7 4.3.2 Not Shown or Indicated,,,,,,,,,,, 7 4.4 Reference Points„...................I....,.,. 7 EJCDC GENMRAL CONDITIONS 191" t1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number & Title Page Article or Paragraph Number Number & Title 4.5 Asbestos, PCBs; Petroleum, Hazardous Waste or Radioactive Material 7-8 5, BONUS AND INSURANCE ................................ 8 5.1-5:2 Performanm, Payment and Other Bonds ............................................... 8 5.3 LicensedSureties and Insurers; Certificates of Insurance 8 5.4 CONPRACTORs Liability Insurance 9 5.5 OWNER's Liability Insurance ............... 9 5.6 Property Insurance ..........................9-10 5.7 Boiler and Machinery or :Addi- tional Property Insurance.................10 5.8 NtoticeofCancellation Pro%ision 10 5.9 CONIRACTOR's Responsibility for Deductible Amounts 10 5.10 Other Special Insurance ......................10 5.11 Waiver of Rights, .......................... 11 5.12-5.13 Receipt Arid Application of Insurance Proceeds 10-11 5.14 Acceptance of Bonds and Insu- ance; Option to Replace ................... 11 5.15 Partial Utilization --Property Insurance Il 6. CONTRACTOR'S RESPONSIBILITIES 11 6.1-6.2 Supervision and Superintendence ....... 11 63-6.5 Labor, Materials and Equipment... 11-12 6.6 Progress Schedule..............................12) 6.7 Substitutes and "Or -Equal" Items: CONTRACTORS Expense; Substitute Construction Methods or Procedures; ENGINEER's Evaluation 12-13 6.8-6.11 Concerning Subcontractors. Suppliers.and Others: Waiver of Rights ....... ................... 13-14 6:12 Royalties Patent Fees and Royalties .. 14 6.13 Permits.............................................14 6.14 Laws and Regulations ........................ 14 6:15 Taxes 14-15 6.16 Use of Premises• 15 6.17 Site Cleanliness 15 6.18 Safe Structural Lceding.....................15 6.19 Record Documents ............................35 6.20 Safety and Protection ...... I .......... I... 15-16 6.21 Safety Representative ......... ...........16 6.22 Hazard Communication Programs....,, 16 6.23 Emergencies.....................................16 6.24 Shop Drawings and Sam ples..............16 Page ' Number 6.25 Submittal Proceedures; CON- TRACTOR's Review Prior to Shop Drawing or Sample. Submittal 16 6.26 Shop Drawing &Sample Submit- tals Review by ENGINEER ...... 16-17 6.27 Responsibility for Variations From Contract. D6cuments........... 17 6.28 Related Work Performed Prior to ENGINEER' Review and Approval a Required Submittals :................................„ 17 6.29 Continuing the Work ,,, ,„•,,,17 6.30 CONTRACTOR's General Warranty and Guarantee..............17 6.31-6.33 Indemnification .......................... 6.34 Survival of Obligations,••,; .............. is 7. OTHE-R WORT:.:..............:................................18 7.1-7.3 Related Work at Site.......................18 7.4 Coordihatton..................................18 8. OWNER'S RESPONSIBILITIES ...,....•...,,,.,,,,.•,..18 8.1 Communication- to CON- TRACTOR ................................. l8 8.2 Replacement of ENGINEER ............ 18 8.3 Furnish Data andPay Promptly When Due... ............................... 18 8.4 Lands and Easements; Reports and Tests 18-19 8.5 Insurance ........... . ...........................19 8.6 Change Ord:rs ............................... 19 8.7 Inspections; Tests and Approvals...................I................ 19 8.8 Stop or Suspend Work; Terminate CONfRACTOR's Services......................................19 8.9 Limitations on OkNNER'S Responsibilities .................. •... _....19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material 19 8.11 Evidence of Financal Arian -gem- ents ..... .......... I ....... ........ 9 9. ENGINEERS STATUS DURING CONSTRUCTION ............................. ............. 19 9.1 OWNER's Representative ............... 19 9.2 Visits to Site. ...........................19 9.3 Project Representative. ...............19-21 9.4 Clarifications Add Interpre- tations ......................................... 21 9.5 Authorized Variations in IWk 21 LrCDC ,GENIJUL CONDITION'S 1910-8 (1990 EDITION) w-1 CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) ' Article or Paragraph Page Article or Paragraph Page Number :Y Title Number Number & Title Number ' 9:6 Rejecting Defective Work ................... 21 13.8-13.9 Uncovering Work at ENGI- 9.7-9.9 Shop Drawings, Change Orders NEER's Request... ........ ....... _, 7-28 and Payments... ................................. 21 13.10 OWNTR May Stop the Work ........... '8 9.10 Detcrminatims for Unit Prices._.,_ 21-22 13.11 Correction or Removal of 9.11-9.12 DLcisions on Disputes; ENGI Defective Work ................. ..28 ' NEER as Initial Interpreter ..............22 13.12 Correction Period .....••..••,•••,. .,'.8 9.13 Limitations on ENGNEERs 13.13 Acceptance ofDefecNve Work. .... ..,,28 Authority and Responsibilities,.•. 22-23 13.14 OWNER May Correct Defective Work... ..... ......... ' CHANGF`.S IN THE WORK ................•... 23 W.1 OWNER s Ordered Change .................23 14. PAYMENTS TO CONT RACTOR AND 10:2 Claim for Adjustment ........................:23 COMPLETION .... ............................. ................29 10.3 XNVkNot Required by Contract Documents............•........ I................43 14.1 14.2 Schedule of Values :........................ Application for Progress 29 10.4 Change Orders..................................23 Payment ..................................... 29 10.5 Notification of Surety. .... .................. 23 14.3 CONTRACTOR's Warranty of Title...........................................29 CHANGE OF CONTRA( -, I' PRICE • .............................23 14.4-14.7 Review ot�Applications for ' 11.1-11.3 Contract Price; Claim for Progress Payments ........ ...„•„• 29-30 Adjustment; Value of 14.8-14.9 Substantial Completion ..................... 0 the Work ...... ...._....................... 23 24 14.10 Partial Utilizatiort ..................... 30-31 11.4 Cost of the Work, 24-25 14.11 Final .Inspection .............................31 11.5 Exclusions to Cost of the Work .......... 25 14,1'- Final Application for Payment ........ 31 11.6 CONTRACTOR's Fee .......... ,_............ 25 14.13-14.14 Final Payment and Acceptance ....... 31 11.7 Cost Records ................................. 25-26 14.15 Waiver of Claims ......................:31-32 11.5 Cash Allowances,,,._,..,.•,,,,,.,,..•,•,,,,..26 ' 11.9 Unit Price Worlk................................20 15. SUSPENSION OF WORK AND TERMINATION .... :...........................................32 CHANGE OF CONTRACT TRv1ES ............................ M 15.1 OWNER May Suspend Work ...... ....32 r 12.1 Claim for-Adjustment__...,_................36, 15.2-15.9 OWNER 12.2 Time of the Essence ,•...:, •..., .26 .. 15.5 CONTRACTOR May Stop 1 12.3 Delays Beyond CONTRACTOR'S Work or Terminate ..... ;•,,,..•.•„ 32-33 Control.......... •...........:................26-27 12.4 Delays Beyond O\'NER's and 16. DISPUTE RESOLUTION .................................. 33 ' CONTRACTOR's Control ....'......,..,..;7 17. MISCELLANEOUS 33 TESTS AND INSPECTIONS; CORRECTION, 17.1. Giving Notice ............ ,..•••_..,•_.,..•._.33 REMOVAL OR ACCEPTANCE OF 17.2 Computation of Times ....... ............. 33 DEFFECUPT:WORK..,...• ....................•.,.,_-_.•...___..._...27 17.3 Notice of CI 33 13.1 Notice of Defects.................. 27 17.4 Cumulative Remedies.....................33 ' 13.2 Access to the Work •.._..-_...... .. 47 17.5 Professional Fees and Court 133 Tests and Inspections; Costs Included.....-. 33 CONTRACTOR's Cooperation..,,,.,., 27 176 Applicable State Laws ................ 33-34 13.4 OWNER's Responsibilities; Intentionally left blank :... ........... ............. ....35 ' Independent Testing Laboratory ....... 27 13.5 CONTRACTOR's EXHIBIT GC -A: (Optional) Responsibilities._. ...... I....................r7 Dispute Resolution Agreement ..................... GC -A] ' 13.6-13.7 Covcring,Work Prior to Inspec- lion, Testing or Approyal.._•„„.•..,,,27 16.1-16.6 16.7 Arbitration , , CTC-A1 I Mediation- -AI ... .................. ........ ,.GC iv EICDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/CITY OF FORT COLLINS MODIFICATIONS (REV 9199) 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 Insurance........................................5.14 de edive Work.............................10.4.1, 13.5, 13.13 final. Payment ...................................... 9.12, 14.15 insurance....................................................... 5.14 other Work by CONTRACTOR ..........................7.3 Substitutes and ."Or -Equal" Item s....................... . 7.1 Work by OWNER ................... 1 ........2.5, 6.30, 6.34 Access to the -- Lands, OWNER and CONTRACTOR responsibilities .::............................... I ...........4.1 site. related Work .......... ...............................7.2 Work...............................:...........13.2, 13.14, 14.9 Acts or Omissions--, Acts and. Omissions-- CONTRACTOR..........,__„...................6.9.1, 9.13.3 ENGINEER--, ........................... -....6.20, 9.13.3 OWNER. ........................... :...... ................. 6.20.8.9 Addenda --definition of (also see definition.of Specifications) ,....... (1.6, L 10, 6.19). 1.1 Additional Property Insurancess.„............................ 5.7 Adjustm ents— Contract Price or Contract Times ...... ................ .....1,5. 3.5; 4.1, 4.3.2. 4.5.2, ... . ................. I ....... 4:5.3, 9.4-9.5, 10.2-10'4, ........................ :................ 11, 12, 14. 8, 15.1 progress schedule.., .... .......................................... 6.6 Aerccm cnt-- V definition of......................................................1.2 "All -Risk" Insurance, policy form............................5.6.2 Allowances, Cash....................................................11.8 Amending.Contract Documents ................................ 3.5 Amendment, Written -- in general................1.10, 1.45, 3.5, 5.10, 5.12, 6.6.2 .......................... G. 8.2, 6,19, 10.1, 10.4, 11.2 ....................................12.1, 13.12.2, 14.7.2 Appeal, OWNER or CONTRACTOR intent to.., ... ......... 10, 9.11, 10.4, 16.2, 16.5 Application for Payment— definition of......................................................1.3 ENGINF.ER's Responsibility ............................... 9.9 final payment,,,,,,,,,,,,,,,,, 9. i3A, 9.13.5, 14.12-14.15 in general ........ ..... ........ ...... 2.8,.2.9, 5.6.4, i 9.10; 15.5 progress payment ....... :.............................. 14.1-14.7 review of ................................................... 14.4-14.7 Arbitration ...... .......... ..................................... 16.1-16.6 Asbestos -- claims pursuant thereto ..................... .5.2, 4.5.3 I., ... CONTRACTOR authorized to stop Work..........4.5.2 definition of.......................................................1.4 Article or Paragraph Number OWNER responsibility for .......... !........ I ..... I .... 4:5.1. 9.10 possible price and times change ........................4.5.2) Authorized Variations in Work...,_,,,,_ 3.6. 6.25, 6.27, 9.5 Availability of Lands ....... ...............:............ :,,,.... 4.1, 8.4 Award Notice of--defined.......................................1.2i Before Starting Construction..............................2.5-2.8 Bid --definition of,,,,,,1-5 (l.l, 1.10,-2.3, 3.3, ..................... 1.2.6.4, 6.11 11.4.3, 11.9.1) Bidding Documents —definition of --- ...-------- .........------- ....._............. 1.6(6.8.2) Bidding Requirem ents--deftnition of..........................................1.7 (1.1, 4.2.6.2) Bonds -- acceptance- of. ... ................ ................................5.14 additional bonds 10.5. 11.4.5.9 Cost of the fork.............................................11.5.4 definition of.,,....,...............................................1.8 delivery of...........:........:..............................2.1, 5.1 final Application for Payment..,,,_. „ , _., 14.12-14.14 general.......................................1.10, 5.1-5.3, 5.13, 9.13. 10.5, 14.7.6 Performance, Payment and Other .... ... ............ :5.1-5.2 Bonds and Insurance --in general ............... 1.:..... ......--- S Builder's risk "all-risk" policy form..... I....................5.6.2 Cancellation Provisions, Insurance...,__„ 5.4.1 L 5.8, 5.15 Cash Allowances....................................................11.8 Certificate of Substantial Completion,.._....1.38, 6.30.2.3, 14.8, 14.10 Certificates of Inspection .................-9.13.4, 13.5, 14.12 Certificates of Insurance_._....2.7, 5.3, 5:4.11, 5.4.13, 5.6.5i 5.8,.514, 9.13.4, 14.12 Change in Contract Price -- Cash Alloxvances...............................................11.8 claim for price adjustment.............4.1, 4.2.6. 4.5, 5.15, 6.8.2, 9.4 ...................9.5, 9.11, 10.2. 10.5. 11.2. 13.9. ...................... j 3.13, 13.14, 14. 7, 15.1, 15.5 CONTRACTOR'S fee....:........:...........................11.6 Cost of the Work general .......................... ...................... 11.4-11.7 Exclusions to,..:.,............,............................11.5 Cost Records ...... ........................................ I L7 . . . . .. in general...........:.:1.19, 1.44,.9.11, 10.4.2, 10.4.3, 11 Lump Sum Priciig.......................................... 11.3:2 Notification: of Surety, .... ......... ........................ 10.5 Scope of .................. ....................... ........... IU.3-IU.4 Testing and Inspection, Uncovering the Work..................................13.9 EJCDC MN1RAL CONDITIONS 1910--8 (1990 EDITION) w/ C1TY OF FORT COL1.1NS MODIFICATIONS IRF.V 9199) I I I I I I I I 0 I I I I I I I Unit Price Work 11.9 Article or Paragraph Number Value of Work .......................................... 11.3 Change in Contract Times - Claim for times adiustment..., .... 4,1, 4.2.6, 4. -5, 5, 15, I... . ..... 1. 6.8.2, 9.4. 9.5. 9.11. 10.2. 10.5. 12. 1, ............... 13.9, 13.13, 13.14, 14.7, 15.1, 15.5 Contractual time limits I ........................ 12.2 .............. Delays beyond CONTRACTOR!s control. ................................... ................... 123 Delays beyond OWNER's:and CONTRACTORs,cofitrol 12.4 Notification of surety: , ... I .......................... I'M Scope of change ........................................ 10.3-10.4 Change Orders - Acceptance ofDefective Work .......... ...... -.13.13 Amending Contract Documents ............ ............. 3,5 Cash Allowances....- ................ ..... I ... -) 1-8 Change of ContractPrice ....... ...... Change of Contract Times .............. * .............. * ... 12 Changes in the Work ........ I .................................... . 10 CONTRACTOR's fee . ........... 11-6 Cost of the Work ....................................... 11.4-11.7 Cost Records... ............ : ............ ........................ 117 definition of ........................................I..............1.9 emergencies ........ ; ... - ..... ';.. - I ....... -W -4; ........... 0.23 ENGINEERs responsibility,..,.., 9.8. 10.4, 11.2. 12.1 execution of............ J0.4 Indemnifiction ......................... 0.12, 6,16, 6.31-6.33 Insurance, Bonds and. I ....... I ........ - ... 5, 1 0,513, 10.5 OWNER may. terminate..,,,,,,* .................... I '. 5.2-15.4 OWNERs Responsibility„ $.6. 10.4 Physical Conditions -- Subsurface and 4^ Underground Facilitics-7 ............................ * 4.3.2 Record Documents 619 Scope of Change ................... ................... 10.3-10.4 Substitutes_.. ........................................ _63.3, 6.8.2 Unit Price Work .... 11.9 value of Work-, covered by,,,,,,.....I I .....................11.3 Changes in the Work..... ................................... Notification ofsurety ... ....... ................. 10.5 OWNERs and CONTFACTOR!s responsibilities ....... ............ .............. O A Right to an adjustment...................10.2 10. 2 Scope of change ................................... ; .... 10.3-10.4 Claims - against CONTRACTOR ....................................6.16 against EINGENEER.., ................ _ .................... 6.3-2 against OWNER ..... ............. 6.32 Change of Contract Price., ............. ....... 9.4, 11.2 Change of C(ntract Tinics .......................... . 9.4, 12.1 CONTRACTOR!s ............. 4; 7.1, 9A, 9 .5; 9.111 10.2. ...........................11.2. 11-9. 12.1, 13.9, 14.8, -- ........................ -- ........... 15. 1. 15.5. 17.3 Vi CONTRACTOWs Fee 11.6 Article or Paragraph Number CONTR.ACTOR!s liability ...... .... 5.4, 6.12, 6,16, 6.31 Cost of the Work 11.4, 11.5 Decisions on Disputc,.j .... .. .................... 9.11,9,12 Dispute Resolution ............................................16.1 Dispute Resolution Agreemenk ... .............. .16.1-16.6 ENGINEER as initial interpretor................... ..... 9.11 Lump Sum Pricing .......... ..................... ......... 11.3.2 Notice of ................... ......... ...................... 17.3 OWNEWs ....................PA, 9:5, 9.11, 10.2,11.2, 11.9 ........................12.1, 13.9, 13; 13, 13.14, 17.3 OWNERs liability ................... * ..... * ... ** ......... ' ... * . *' 5.5 OWNER may refuse to make payment """ ...........14.7 Professional Fees and Court Costs included I -* ........ -* . ................ .... ­ " *' 17.5 request for formal decision ot) ............................9. 11 Substitute Items ................ .................0.7.1.2 Time Extension,,,,.,_..,,, ............... 12.1 Time requirements,,,,,,,,,,,,,,,, , I .............. ;..q. 11, 12.1 UnitPrice ........ ........... ................. 11.9.3 Value of Waiver of --on Final Payment .................. 14,14, 14.15 Work Change Directive- ... ............................... 10.2 written notice required ....... ...... ....... 9.11, 11.2, 12.1 Clarifications and Interpretations,;,;;,;,,,,,, 3.6.3. 9.4. 9.11 Clean Site ................................................. 17 Codes of'rechnical Society, Organization ot-.Association, ................................................. 33.3 Commencement of Contract Times..__.._..________.. .2.3 Communications-- general..............................................6.2, ' 2, 6.9.2, 8.1 Hazard Communication Programs .......................6.22 Completion -- Final Application for Payment .......................... 14.12 Final Inspection,.. -A - I ................ 14.11 Final Payment and Acceptance ... ........ _ j 4.13-14.14 Partial Utilization. ................... ; ................ ...... j4.10 Substantial Completion....... ............... 1.39, 14.8-14.9 Waiver of Claims ........ ........................... 14.15 Computation of Times ­.* ­ ......... * ..... 1- 1 - 1. 17.2.1 -17.2.2 Concerning Subcontractors, Suppliers and Others 6.8-6.11 Conferences- ' - initially acceptable schedules ... ... I ........... -) ............. -- preconstrust ion ., .......... ....................... ............. 2.8 Conflict, Error, Ambiguity, Discrepancy-- comrRA(7l'OR to Report ................... 5, 3.3.2 Construction, before starting by CONTRACTOR Construction -Machinery, Equipment, etc,,,,,,,,,,,,,,,,,, 6.4 Continuing the Work ........... ........... .......... 6.29, 10.4 Contract Documents - Amending........................................................... 3.5 Bonds... .... ............................... 5.1 EJCM GENLPLAL CONDITIONS 191" (1990 ED111ON) W/CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) I Crash Allowances 11.8 Article or Paragraph Num ber Change of Contract Price .................................... I 1 Change of .Contract Times„ ............................. 12 Changes in the Work ,,,,,,,,,,,,,,,,,,,;............. 10.4-10.5 check and verify ................................................ 2.5 Clarifications and Interpretations ............. I ...... 3:2, 3.6, 9.4, 9.1 I definition of ................................... 1.10 ENGINEER as initial interpreter of ............... _, 9.11 ENGINEER as OWNER's representative ... ........ ,.9.1 genzral3 Insurance...........................................................5.3 Intent .................. ...3.1-3.4 minor variations in the Work-.;............:....:........3.6 OWNER's responsibility to furnish data ............... 8.3 OWNER's responsibility to make prompt payment ............... ........ ..8:3, 14.4, .............. 14.13 precedence ..................... ....:.......... : 3. I, 3.3.3 Record Documents ..............:.. „6.19 Reference to Standards and Specifications of Technical Societies ................................... 3.3 Related Work ......................................:............... 7.2 Reporting and Resolving Iaiscrepancies_... 2.5, 3.3 Reuseof .............................................................3.7 Supplementing,,:,; _.,,... 3.6 Termination of ENGINEERS Employment .......... 8.2 Unit Price Work...............................................11.9 variations...................I...................... 3.6,.6?3, 6.27 Visits to Site, ENGINEER's,......... . 9.2 Contract Price -- adjustment of... ............3.5. 4.1. 9.4. 10.3; 11.2-I 1.3 Changeof : ............................. ............................. 11 Decision on Disputes........................................9.11 definition of 1.11 Contract Times -- adjustment of ......................... 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,.92 definition of....................................t...............1.13 Limited Reliance on Technical Data Authorized 4.2.2 May Stop Work or Tenn inate.... ............. :............ 1.5.5 provide site access to others,,,,,,,,,,,,,,,,,,,,,, 7.2, 13.2 Safety and Protection :........... .....4.3.1.24 6.16, 6.18, ................................... ... 6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal............................:„_,,,,,,,,6.25 vii . Stop Work requirements ...... ........................... .4..5.2 C(.)NI'RACTOR's- Article or Paragraph Number Compensation .......... . ......... .................11.1-11.2 Continuing Obligation, .................................... 14. 1 _5 De fective Work ............................... 9.6, 13.10-13.14 Duty to correctdejecrive Work ..........................13-11 Duty to Report -- Changes in the Work caused by. Emergency............................6.23 Defects in Work of Others ............................. 7.3 Differing conditions.... ................................ 4.2.3 Discrepancy in Documents........?.5, 3.3.2, 6.14.2 Underground Facilities not indicated ........... 4.3.2 Emergencies .............._...................................;.6.23 Equipment and Machinery Rental, Cost of the Work.; ...... ; ....... : ................... ...... 11.4.5.3 Pee --Cost Plus._.......................11:4.5.6, 11.5.1, 11.6 General Warrant and Guarantee 6.30 Hazard .Communication Programs,,,,,,,,,;,,,,,,, 6.22 Indemnification..,._.... 6. 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'andcomplete theWork... ............................... : ................. (60 Patent Fees and Royalties, paid for by ................. 6.12 Pcrformance,and Other Bonds. ... .............. I.........15.1 Permits, obtained and paid for by. ....................... 6.13 Progress Schedule ....................I......2.6, 2.8.29. 6.6. ..............................6.29, 10.4, 15.2.1 Request for formal decisionon disputes,,,,,,,,,,,,,, 9.11 Responsibilities -- Changes in the Work...................................10.1 Concerning Subcontractors, Suppliers and Others...........6.8-6.1I Continuing the Work_..,_„...................6.29, 10.4 CONURACTOR's_ expense ............................ .7.1 CONTRACTOR's General Warranty and Guarantee_ ............. ;_ ....... ....... 6.30 CONTRACTOR's review prior to Shop Drawing or Sample submittal.................6.25 Coordination of Work.... ......... ............. &9.2 Emergencies ..................::..:.;::.:.:.:...... ........ 6.23 ENGINE-ER's evaluation, .Substitutes or "Or -Equal" Items.............................6.7. ) For Acts and Omissions ofOthers_, ............. ........... 6.9.1-6.9.2, 9.13 for deductible amounts, insurance ...................5 9 general........................................6, 7.2, 7.3, 8.9 Hazardous Communication Programs, .......... .22 Indcmnifcation...................................6.31-6.33 EJCDC GIENLRAL coNDrnONS 1910.8 (1990 EDITION ) w/ CITY OF FORT COLLINS MODIFICATIONS (RF.V 9/99) 00330 BID SCHEDULE City otFon Collins Concrete Project Bid No. 6WS RENEWAL Item No. Description Unit Contract Quantit`* 2009 Contract Cost Unit Price Total 60& 19 Replace Flanyork - 1" Additional Depth SF 682 S 0.70 S 477.40 603.20 Colored Concrete 4" San Diego Buff - Up Charge SF 0 S 0.36 S - 608.21 4' b-alley Pan (6") - Remove & Replace SF 772 S I I M S 8.553.76 603-22 Concrete Pavement 8" - Remote & Replace SF 252 S 8.03 S 2.023.56 608.23 Alley Approach 8" - Remove & Replace SF 0 S 7.89 S - 60824 Expansion & Caulking LF 1060 S 4.32 S 4.579.20 608.25 Splashblock 4" SF 0 S 6.49 S - 608.26 Exposed Aggregate 4" -tip Charge SF 0 S 1.15 S - 608.27 Reset Flagstone SF 0 S 4.05 S 608.28 Haul & Dispose Concrete w/ Wire TON 10 S 21.55 S 215.50 623.01 irrigation Sleeving 3" PVC - Complete In Place LF S 3.60 S - 630.01 "No Parking" Sign With Stand Per Dag Per Each IS00 S 1.85 S 3,330.00 630.02 Vertical Panel Without Light Per Day Per Each 2400 S 0.63 S 1,512.00 630.03 Channelizing Drum Without Light Per Dag Per Each 2200 S 0.77 S 1,694.00 630.04 Type 1111 Barricade Without Light Per Dav Per Each 12000 S 0.63 S 7,560,00 630.05 Type III Barricade Without Light Per Day Per Each 400 S 3.72 S 1.438.00 630.06 Size A Sign With Stand Per Day Per Each 2000 S 1.34 S 2.680.00 630.07 Size B Sign With Stand Per Day Per Each 400 $ 1.54 S 616.00 630.08 Size A Specialty Sign - Cost of.Manufacturing Each 0 S 59.00 S - 630.09 Size B Specialty Sign - Cost of Manufacmting Each 0 S 69.75 S - 630-10 Cw With Reflective Strip Per Day Per Each 4000 S 0.63 S 2.520.00 630-11 Safety Fence Per Day Per Roll 0 S 3.17 S - 630.12 Light Per Day Per Each 0 S 0.31 S - 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Day Per Each 5 S 64.40 S 322.00 630.14 Variable Message Board Per Day Per Each 0 $ 134.00 S - 630.15 Traffic Control Supervisor Per Day 100 $ 319.00 S 31.900,00 630.16 Traffic Control Supervisor Per Hot. 150 S 30.80 S 4.620.00 630.17 Flagging Per Hour 1500 S 20.00 S 30,000.00 TOTAL COST S 1.205.907.70 One Million- Two Hundred Five Tlmusand, Niue Dollars and Signed address Company Vogel Concrete, Inc PhonaFax Check One: Individual Doing Business in Company Name X Corporation Partnership C:ID000NIE- I V BecMLOCALS- ffernpQuanfity Estimate 7/96 Seventy Cents. 6330 S. College Ave. Fort Collins, CO 80525 970-226-2657 Page 2 of 2 Section 00300 Page 2 J J Labor, Materials and Equipment ............... 6.3-6.5 CONTRACTORS --other ---- ,.......................................... 7 Laws and Regulations ... ...:................ .---6.14 Contractual Liability Insurance .... ,,................... .. S.A.10 Liability Insurance ........................................ 5.4 Contractual Time Limits ..... .............. ....................... 12.2 Article or Paragraph Number Notice of variation from Contract Documents:...,...... __ G.27 Patent Fees and.Royalties,,,,,,,,,,,, ,,_,_..... 6.12 Permits....:..:......:.:..:..........:.......,,..............6.13 Progress Schedule.................._.....................6.6 Record Document.-,.,.......,.,6.19 related Work performed prior to ENGINEER'sapproval of required submittals......:.............:...:_..................6.28 safe structural loading.................................6.18 Safety and Protection ............ ......... 6-20, T2, 13.2 Safety Representative... ........... . -_-6.21 Scheduling the Work ........... ........... ......... ...6.9.2 Shop Drawings and Samples ........ ............ 6.24 Shop Drawings.and Samples Review by ENGINEER......................................6.26 Site Cleanliness,.:......;_,.- .__--617 Submittal Procedures,,,,,,,,,,, 6.25 Substitute Construction Methods, and Procedures .................:.................. 6.7.2 Substitutes and "Or -Equal" Items... ......... 6. 7. 1 Superintendencr .... .......... :.. ..::::..................... 6.2 Supervision.......----.................---...................6.1 Survival of Obligations ...............:..... ........... 6.34 Taxes ..........:........:...... ............. ............:.....6.1 Tests and Inspections...................._.__.._.....13:5 To Report .....:.............. ...............:.................. 2.5 Use of Premises 6.16-6;18, 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal........................................6.25 Right to adjustment for changes in the Work ..... 10.2 right to claim,..,.,.,,,_. 4, 7.1, 9.4, 9.5, 9.11, 16.2,11.2, ...., ...,11.9, 12.1, 13.9, 14.8, 15.1, 1-5.5, 17.3 Safety and Protection,,,,,,,,;,,,,,,, 6.20-6.22, 72, 13.2 Safety Representative.,.......... ............................. 6.21 Shop Drawings and Samples Submittals„,„ 6.24-6,28 Special Consultants..,._. ... _...... .......11.4-4 Substitute Construction Methods and Procedures.6.7 Substitutes and "Or -Equal" Items; Expense............................................6.7.1, 6.7.2 Subcontractors, Suppliers and Others 6.8-6.11 Supervision and Superintendence ......... 6A, 6.2, 6.21 Taxes. Payment, by ....................... .._...............:6.15 Use of Premises 6.16-6.1fi Warranties and guarantees.:.-..... .......... ......... 6.5, 6.30.. Warranty of Title., .............................. ........14.3 Written Notice Required -- CONTRACTOR stop Work or term irate,.15.5 Reports of Differing Subsurface and Physical Conditions ........................ 4.2.3 Substantial Completion, ............................... 14.8 viii Article or Paragraph Number Coordination-- CONTRACI'OKs,responsibi lily ........................ 6.9.2 Copies of Documents ................... _........................ 2 2 Correction Period ........ ........................ :....:...:........13-12 .. Correction, Removal or Acceptance of Defective Work-- in general...................................10.4.1, 13.10-13.14 Acceptance ofUefeaive Work....................:......13.13 Correction or Removal of Defective Work.................................6.30, 13.11 Correction Period ........................... 13.12 OWNER May Correct Defective Work ............. 13.14 OWNERMay Stop Work,,,,,,,,,,,,,,,,;,,,,„,.13.10 Cost -- of Tests and Inspections, ..... .............. 13.4 Records 11.7 Cost of the Work -- Bonds and insurance, additional ................... 1.1.4-5.9 Cash Discounts .............................................. 11.4.2 CONTRACTOR's Fee 11.6 Employee Expenses, ...... ......... ............... 11.4.5.1 Exclusions to:.............................:....:...:.....:.......11.5 Genera 11 A-11.5 Home office and overhead expenses ....................11.5 Losses and dam ages.....................................11 A.5.6 Materials and equipment ................ . --------- ,.._11.41 Minor expenses ............... .............:.............. 11.4.5.8 Pa%Toll costs on changes,,,,,,,,,,,,,,,, 11.4.1 performed by Subcontractors .........................11.4.3 Recordsll.7 Rentals of construction equipment and machinery ....... .......... .......... .:......... 11.4.5.3 Royalty payments, permits and license fees,,;,,,,,,,,,,,,................... 11.4.5.5 Site office and temporary facilities ....*............ 11.4.5.2 Special Consultants, CONTRACTOR's.......... 11.4.4 Supplemental ............ ..........:. ..... .11. 4. 5 Taxes related to the Work 1.1.4.5.4 Tests and Inspection ,,,,,,,,,, ............. 13.4 Trade Discounts .............. ............... 11.4.2 Utilities; fuel.and sanitary facilities 11A-5.7 Work after regular hours„...............................I 14.1 Coverutg Work* ......... ** ...................... ........... 13.6-13.7 Cumulative Remedies ................................... 17.4-17.5 .Cutting, fitting and patching .... ......:.......... :............... 7.2 Data, to be furnished by OWNER ............................... 9-3 Day -definition of................................................1Z2.2 Decisions on Disputes ................................... 9.11, 9,12 defective --definition of .......................... ............... -.1.14 defective Work -- Acceptance of......................................10.4.1. 13.13 G1CDC; GLNERAL CONDITIONS 1910-8 (1990 EDIIION) w/ CITY OF FORT COLLINS MODIFICATIONS 1RU 91991 11 Correction or Removal of 10.4.1, 13.11 Correction Period --- .---- ....................... _-.__,;_._;-13.1^• in general ........... .............. ........... .... 13, 14.7. 14.11 Article or Paragraph Number Observation by ENGINEER ................................ 9.2 OWNER May Stop Work .......................... ....... 13.10 .Prompt Notice of Defects ................. I.................13.1 Rejecting .......................... .....................:...... .....9-6 Uncovering the Work .................... ....... ...._....... 13.8 Definitions .................................. I Delays..................................4.1, 6.29, 12.3-12.4 Delivery of.Bonds............ :..... ..... .::....... ...................... 2.1 Delivery of certificates of insurance ........................... 2.7 Determinations for Unit Prices 9.10 Differing. Subsurface or Physical Conditions -- Notice of................___ ,...............................2.3 __a ENGINEER's Review......................................4.2.4 Possible Contract Documents Change ............... 4.2-5 Possible Price and Times Adjustments..............4.2.6 Discrepancies -Reporting and Resolving., .........................:....2.5, 3.3.2, 6.14.2 Dispute Resolution - Agreement.. ....................................... I ...... 16.1-16.6 Arbitration ...............................I................. ]-16.5 general16 Mediation ......:.......:............. 16.6 Dispute Resolution Agreement: ............... ........ j6.1-16.6 Disputes, Decisions by ENGINEER ................. 9.11-9,12 Documents -- Copies of ----- .......... Record 6.19 Reuse of.,.-.,-.....„.._„_ ..3.7 Drawings --definition of,.,,....; ................................ j-15 Easements ..... .l....................................... ..... .... .4-1 Effective date of Agreement -- definition of.,.„..,..,.„1.16 Emergencies ...... 6.23 ENGINEER- as initial interpreter on disputes .............._ 9.11-9.12 definition of 1.11 Limitations.on authorityand responsibilities.,,,, 9.13 Replacement of ................................._............... 8.2 Resident Project Representative ...........................9.3 ENGINEER's Consultant -- definition of ............:1.18 ENGWEER's-- authority and responsibility, limitations on ........ 9.13 Authorized Variations in the Work.....................9.5 Change Orders, responsibility for ....... M. 10, It, 12 Clarifications and Interpretations ..............3.6.3, 9.4 Decisions on Disputes: .......... 4 ........ 12 defective Work, notice of.. .............. I .......13-1 Evaluation of Substitute Items ...... ..:............ ..... 6.7.3 Liability...................................................6.32, 9.12 Notice Work is Acceptable..,-._................_.._..14.13 Observations...........................................6.30.2, 9.2 OWNER's Representative_-.....-----.--.---...._----...,9.1 Payments to the CONTRACTOR, Responsibility for.....................................99. 14 Recommendation of Payment ....................14.4. 14.13 Article or Paragraph Num her Responsibilities --Limitations on .............. ...9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions ......... ........ ..... ........ .2.4 Shop Drawingsand Samples, review responsibi l itv.:......:_:.....:........ :................... 6.26 Status During Construction -- authorized variations itl the Work..................9.5 Clarifications and Interpretations ..................9.4 Decisions on Disputes ........................ 9.11-9.12 Determinations on Unit Price......................9.10 ENGINEF.R'as Initial Interpreter._., ... ,..9.11-9.12 ENGINEER'sResponsibilities .................. 9.1-9,12 Limitations on ENGINEERS Authoritv and Responsibilities ............ :.................. 9.13 OWNER's Representative............................„9.1 Project Representative...................................9.3 Rejecting Defective Work .............................. 9.6 Shop Drawings, Change Orders and Payments ............................. I ...... 9.7-9.9 Visits to Site ........... ..................... ................. 9.' Unit Price determinations .. 9.10 Visitsto Site .......... ............... _.................. --_....... 9.2 Written consent required., ............................ 7.2, 9.1 Equipment, Labor, Materials. and ,,,,,,,,,,,,,,,,,,,,,,,, ............... Equipment rental, Cost of the Work ------ ............ 11.4.5.3 Equivalent materials and Equipment .............. ._....... .7 error or am issions.................:................................0,33 Evidence of Financial Arrangements .......................8 11 Explorations of physical conditions ....................... :2.1 Fee; CONTRACTOR's--Costs Plus ..........................11.6 Field Order -- definition, of.....................................................1.19 issued by ENGINEER ...................:....:....... 3.6.1, 9.5 Final Applicnion for Payment .....: ......................... 14.12 Final Inspection .................... :............................... 14.11 Final Payment -- and A'cceptance................... ........... ..... 14.13-14.14 Prior to, for cash at lovances......................._.....11.8 General Provisions ..........................................17.3-17.4 General Requirements_ definition of...:................:.....:...:....:.................1.20 principal references to..............2.6. 6.4, 6.6-6.7, 6.24 (living Notice...................................................__..17.1 Guarantee of Work -by CONTRACTOR,,:_..,, 6.30. 14.12 Hazard Communication Programs,..,. ........................... 6.22 I Iazardous Waste -- definition of.. ..................................... ............... 1.21 general........................ :...... :................ .._ _-------4.5 OWNER's responsibilityfor... ............................. 8.10 EJCDC GENF3L41. CONDMONS 1910.5 (1990 EDMON) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 1 J CI 1 11 Indemnification ....... ..................... ,6.1! 6.16, 6.31-6.33 Initially Acceptable Schedules ................. ,................... 2.9 Inspection -- Certificates of ............. :..........•.....9.13.4, 13.5, 14.12 Final 14.11 Article or Paragraph Number Special, required by ENGINEER• .....................•„ 9.6 Tests and Approval ....... ........... ,...... •, 5.7, 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_...-.._-,- 5.8 Certificates of _............ .... 2.7, 5, 5,3, 5.4.11, 5.4.13, ........................5.6.5, 5.8, 5.14, 9,13.4, 14.12 completed operations ..........................._.._ 5.4.13 CONTRAC_TORs, Liability..................................5.4 CONTRACTOR's objection to coverage ,...,,.,,,•., 5.14 Contractual Liability ..................._._.__._..I ...... 5.4.10 deductible amounts, CONI"RACTOR's responsibility................................................ 5.9 Final Application for Payment ..........................14.12 Licensed Insurers...............................................5.3 Notice requirements, material changes_.. ..... 5.8. 10.5 Option to Replace. ..........._. ................._....5,14 other special insurances .................................... 5.10 OIVNER as fiduciary for insureds .............. 5.12-5.13 OWNER's Liability... ............. - -_. . _ --5.5 O\VNER's Responsibility.....................•...•...._..._..8.5 *Partial Utilization, Property Insurance ................ Property .................. ................................ `.6-5.10 Receipt and Application of Insurance Proceeds ............................... .......... 5.12-5.13 Special Insurance 5.10 Waiver of Rights,,,_,._,.,,. • 5.11 ..3.1-3.4 Intent of Contract Documents,• ................... Interpretations and Clarifications .,.-._.,..„.•_.•...3.6.3, 9.4 Investigations of physical conditions .....................•.... 4.2 Labor. Materials and Equipment ... ........ ...._.O.3-6.5 Lands -- and Easements .................... ; ..............................8.4 Availability.of.................I. ............................ 4.1, 8.4 Reports and Tests...................................... .........8.4 Laws and Regulations --Laws or Regulations-- Bonds........................................................ 5.1-5.2 Changes in the Work ... .. ... ...... ........... . 10.4 Contract Documents- . 3.l .._ CONTRACTOR's Responsibilities.. ...... _. 6.14 Correction Period, defective Work ........... ,,,....,,13.1 ) Cost of the Work, taxes._•„-•,,,,,,,,,,,,,••,••••...,11.4.5.4 definition of ........................ I.22 gencral6.14 Indemnification..........._ ........................... 6.31-6.33 Insurance _...... 5.3 Precedence .....................:........ ..... :....:....:..3.1, 3.3.3 Reference to.. . ...... .......3.3.1 ................. Safety and 'Protection „•,• .................:....•...6.20, 13.2 Subcontractors, Suppliers and Others, .,,,_..... 6.5-6.11 Article or Paragraph Num ber Tests and Inspections ............ •......................13.5 Use of Premises ..... ....................... ..,_ 6.16 Visits to Site......................................................9.2 Liability Insurance-- CONT RACTOR's:.............................................. 5.4 OWNER's.......................................................... 5. 5 Licensed Sureties and Insurers .... .......... I ,..........._ 5.3 Liens -- Application for Progress Payment ......................14.2 CONTRACTOR's Warranty of Title.. __.......... Final Application for Paymcnt•,•„•...:..... •.......... 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............ 1.3.3.1 Reference coin Contract Documents. •,,.••„•.•.••.•.}•3.1 Materials and equipment -- furnished by CONTRACTOR..._ ................... not incorporated in Work. ,,.••.,•;,•,••,,,, ....6.3 14,2 Materials or equipment--equivalent ... _....................... 6.7 Mediation (Optional) ......... ...................................... )6.7 Milestones --definition of........................................1.24 Miscellaneous -- Computation of Times:.., .. 17.2 Cumulative Remedies ...... 17.4 Giving Notice;,•, ..._••.•„17.1 Notice of Claim.,_.,.•„•.......•.,.... „17.3 Professional Fuss and Court Costs Included....•.. 17.5 Multi -prime contracts ..... ,_........... .......... ... ..............7 Not Shown or Indicatcd........... ,........ ..:............._...4.32 Notice of-- Acceptability of Project..:..................................14.13 definition of Award,....... ................................ ... 125 Claim................... ...................1.7.3 Defects,13.1 Differing Subsurface or Physical.Conditions_.._.. 4.2.3 Giving ........................................ ............ ......... 17.1 Tests and Inspections ........ ............... _............ ,...13.3 Variation, Shop Drawing and Sample .,.,,,,,.•„•... 6.27 Notice to Proceed -- definition of ...................... ............1.26 giving of ...................... 3 ..................................... E1CDC GLNERAL COt+DMONS 1910-8 (1990 EDITION) a•/ CITY OF FORT COLLINS MODIFICATIONS (RF.V 9/99) Notification to Surer% ------- .................................... 10.5 Observations, by FNGINFER ........ _: ............. ­ ' 6,30.9.2 Occupancy of the Work, ............... I ... S. 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 ......... N ............ .............. I ........ 51.14 Article or Paragraph Num ber "Or Equal" Items ......................................................6.7 Other work 7 Overtime Work --prohibition of, ......... I ...................... 6.3 OWNER -- Acceptance oPefective Work,,,,,,,,,,,,,,,,,,,,,,,,,, appoint an ENGINEER ................. ................. _ 8.2 as fiduciary ­­­ .............. ­­ ................... 5.12-5.13 Availability of Lands, responsibility ......................4.1 definition of .......... .. * .......... * ........ * .... * .... * - ------- 1.27 data, furnish ................. __ ..... ........ I ... .... 8.3 May Correct Defective Work ...................... ..... 1.3.14 May refuse to make payment .... ........................ 1.4.7 May Stop the Work .................. 13.10 May Suspend Work, Terminate.-----.-..................8.8, 13.10, 15.1-15.4 Payment, make prompt .................. I.A3, 14.4, 14.13 performance of other work .................................. Tl permits and licenses, requtrement�5 ....................6, 13 purchased insurance requirements ...... ......... 5.6-5.10 OWN-ER!s-- Acceptance of the Work,..... ..... ...... .... 630.2. Change Orders,.obt igation to execute,,,,,,,,,, 8.6, 10.4 Communications: .......... I ...................................... 8.1 Coordination of -the Work 7.4 Disputes, request for decision ...'..I., ..... I ............. 9.11 Inspections.,tests and approvals ................. �8.7, 13.4 Liability Insurance ............................ .................. i.5 Notice of Defects.. 13.1 Representative --During Construction, ENGINEER's Statt.m.., 9.1 Responsibilities— Asbestos, PCBs. Petroleum, Hazardous Waste or Radioactive Nfaterial ................ 8.10 ChangeOrders ..............................................8.6 Changes in the Work ....... ........................... 10.1 communications 8.1 CONTRACTORs responsibilities ............... ... 8.9 evidence of Financial arrangements ..............8.11 inspections, tests and approvals: .................... . .7 insurance— ........... ........................................ 8.5 lands and easements ...................................... 8.4 prompt payment by .............. ................ S.3� replacement of ENGINEER ............. A .... ... 8.2 reports and tests ­­...... .............. ..... 8-4 stop or suspend Work,,,,,,,,,,,,,,,,,, 8.8, 13.10,.15. 1 terminate CONTRACTORs services 8.8, 15;1 separate representative at site ... ..................... .... 9.3 testing, independent .... ........................... ... 13-4 use or occupancy of the Woik- ..... 5.15. 6.30.2.4. 14.10 written.consent or approval required ............ ........................... :9.1, 6-3, 11.4 xi EICDC GENDUAL CONDITIONS 1910.8 (1990 EDITION) wICITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number written notice required_.,. ..................... 7.1, 9.4, 9.11, ....................................112, 11.9, 14.7. 15.4 PCBs -- definition of ........................................ 1,29 general .............. ................................................. 4..5 OWNER's responsibility for..................................8.10 Partial Utilization -- definition of ............... ........ :....................... .:.... 1.25 general 6.30.2.4, 14.10 Property Insurance 5,15 Patent Fees and Royalties .................................. 6.12 Payment Bands.., ............... _ ................... ... 5.1-5.2 Payments, Recommendation of._.,,,,,,,,., 14A44.7, 14.13 Payments to CONTRACTOR and Completion - Application for ProgressPayments ......................14.2 CONf12ACfOR's Warranty of'ritle..__ ..............14.3 Final Application for Payment..........................14.12 Final Inspection..... .................... ........... 14.11 Final Payment and Acceptance............ 14.13-14.14 general..... .............: ...8.3, 14 Partial Utilization ....................._ ............ . _.. 14.10 Retai nage..........................................................14.2 Rcvic%v of Applications for Progress Paymn ents....... ............... :.....:..14.4-14. 7 prompt payment .......... ............... ... ............. ,,. .,,,,8.3 Schedule of Values,,:, .......14.1 Substantial Completion ............................... 14.8-14.9 Waiver of Claims.,,,. 14,15 when payments due., .... ,,., 14.4, 14.13 withholding payment ............................. ............ 14.7 Performance Bonds ......... ....................... ....... I. 5.1-5.2 Permits ........ ........ ........................................... 6.13 Petroleum -- definition of......................................................1.30 general.............................................................. 4.5 OtiNER's responsibility for.,.......... I..................8.10 Physical Conditions— Drawings of, in or relating to ........................4.2.1.2 ENGINE.ER's review4.2.4 existing structures g .......................... _.,.„_..__.4.2.2 general 4.2.1 2...................:.............................. . . Notice of Differing Subsurface or.......................4.2.3 Possible Contract Documents,Change............... 1.2.5 Possible Price and Times Adjustments ............... 4.2.6 Reports and Drawings.......................................4.2.1 Subsurface and. ......:...........:................:..:......__„ 4.2 Subsurface. Conditions 4.2.1.1 Technical Data, Limited Reliance by CONTRACTOR Authorized......'... ............. 42.2 Underground Facilities-- general........................................................4.3 Not Shown or Indicaed_............................4.3.2 Protection of.........................................4.3, G?0 xii Article or Paragraph Num her Shown or Indicated .........................................:...... 4.3.1 Technical Data ............................................... 4-2.2 Preconstruction Conference.....................................1.2.8 Preliminary Matters,_.,. .. ,._- ......................................... Prelim inary Schedules ..:.......... ........... ..... ................... .6 Premises, Use of .... ....... ............ I...................... 6.16-6.18 Price, Change of Contract .... .......................................I I Price, Contract --definition oG,,,,,,,,,,,,, 1.11 Progress Payment, Applications for ...................... . 14.2 Progress Paymnent--retainage..... ,.. 14.2 Progress schedule; CONTRACTOR's,........ ,2.6, 27.8, 2.9, .............. ....... ..... I...... 6.6, 6.29, 10.4, 15.2.1 Project --definition of...............................................1.31 Project Representative— ENGINEER's Status During Construction ............. Project Representative, Resident --definition oC....... 1.3_i prompt payment by OWNER.....................................8.3 Propertv Insurance -- Additional ....................................................... J.7 genera 15.6-5. 10 Partial Utilization_ ...................._........ 5.15, 14.10.2 receipt and application of proceeds............5.12-5.13 Protection, Safety and .............................6 20-0.21, 13.2 Punch list .,,,_„_ , ......................................... ; 14.11 ..,.„ Radioactive Material— defintion of ....... :..................... ........ ..........:......1.32 general4.5 OhVNER's responsibility for...............................8.10 Recommendation of Paymncnt.................14.4, 14.5, 14.13 Record Documents._ .............._....--- ------- I ...... 6.19, 14.12 Records, procedures for maintaining ...............„_.,..,..2.8 Reference Points.......................................................4.4 Reference to Standards and Specifications of Technical Societies.........................................3.3 Regulations, Laws and(or)...................................... 6.14 Rejecting Defedtive Work..........................................9.6 Related Work— Performed,prior to Shop Drawings and Samples submittals review,,,,,,,,,,,,,,,,,;,, G.28 Remedies, cumulative......................................17.4. 17.5 Removal or Correction ofDzfecrive Work--_,,......,-,.13.11 rental agreements, OW\TER approval required..._.11.4.5.3 replacement of ENGINEER, by OWNER,;,,,;,,,,,,,,,,,,,,, S.2 Reporting and Resolving Discrepancies................................2.5, 3:3.2, 6.14.2 Reports-- andDrawings... .... ........................ ............ and Tests, 0VVNII2'sresponsibility.- .... ..:.......... 8A Resident and Project Representative -- definition of ........................... ............... ............1.33 provision, for .................. ................ ........................... .3 EJCDC GEN£JtAL CONDITIONS 1910.8 (1990 EDITION) w/ CITY OF FORT COLUNS hIODIFICATIQNS (REV 9/99) Article or Paragraph Num her Resident Superintendent, CONTRACTOR'S ............... 6 2 Responsibilities-- CONTRACTOR's-in general .................................. 6 ENGINEER's-in general...............................I........9 Limitations on............................... 9.13 ............... OWNER's-in general .................. ............................. 8 Retainage ................... ... Reuse of Documents ................................................... 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal ..........................6.25 Review of Applications for Progress Payments ..... ................ ....... ......... 14:4-14.7 Right to an adjustment.:...._ ................................... 10.2 Rights of Way......... ,. _..3.1 Royalties, Patent Fees ands ................................... fi.12 Safe Structural Loading..........................................6:18 Safety -- and Protection ................................. 4.3.2, 6,16, 6..18, ------ .---- *----- ...---- ...... 6.20-6,21, 7.2, 13.2 general ..... ................................................G.20-6.23 Representative, CONTRACTOR's... ............ :.....:6:21 Samples -- definition of......................................................1.34 general.... :........... ......... ............................ 6,24-6.28 Review by CONTRACTOR ............................... 6:25 Review by ENGINEER..: ........ ; ................... 6.26,6.27 related Work ......................................:............... 6.28 submittal of 6.24-2 submittal procedures ..................... :.......... ......... 6.25 Schedule of progress. ............................ *2.6. 2.8-2.9, 6.6. Schedule of Shop Drawing and Sample Submittals,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,16, 2.8-2.9, 6.24-6.28 Schedule of Values., ....................... .....2.6, 2.8-2.9, 14.1 Schedules— Adherence, to..................................................15.2.1 Adjusting ............ ................ ............:.................... 6.6 Change of -Contract Times ........................... 10.4 Initially Acceptable ...................................... 2.8. 2.9 Prelim inary 2.6 Scope of Changes.......................................10.3-10.4 Subsurface Conditions, ................... ................... :4.11. 1 Shop Drawings -- and Samples, general ................................ 6,24-628 Change Orders 3- Applications for Payments, and'.. ..... ................. .............. 9.7-9.9 definition oC..,.................. :....:...............:....... 1.35 ..... ENGINEER's approval of............................I....3.6.2 ENGM-ER's responsibility for review ..................................... 9.7, 6.24-6:28 related Work ........................................... review procedures ............................... .2.8, 6.24�.28 r xiii Article or Paragraph Number submittal required...............................................6.24.1 Submittal Procedures 6,25 use to approve substitutions ................ ............. . 6.7. 3 Shown or Indicated .................................:.............. 4.3.1 Site Access ......................... .................... :........ 7.1. 13.2 Site Cleanliness ........................................................ 6.17 Site, Visits to - by ENGLNEER...........................................9.2, 13.2 by others 13.2 "special causes of loss" policy form, insurance........................................................5.6.2 definition of.....................................................L36 Specifications- defination of ..:................. ............. I .................. 3.36 of Technical Societies, reference to..................3.3.1 precedence .................... ....................... ....:......3.3.3 Standards and Specifications of Technical Societies ........................................ 3.3 Starting Construction, Before. ................... ............ ?.5-2.8 Starting the Work ............. ..................... .................. �.4 Stop or Suspend Work -- by CONTRACTOR...........................................15.5 by OWNER :..... ..... ............................ 8.9, 13.10, 15.1 Storage of materials and equipment ....................4.1, 7.2 Structural Loading. Safety ... :........ ........:....::...:........ 6.18 Subcontractor -- Concern i ng........................ :...................:...6.8-G.11 definition of 1.37 delays 12.3 waiver of rights................................................0.11 Subcontractors --in general.................................6.8-6.11 Subcontracts --required provisions ......... 5.11. 6.11, HA.3 Subm ittals- Applications for Payment.................................14.2 Maintenance and Operation Manuals...............14.12 Procedures ........... :............................................ 6.25 . Progress Scheduls .....................................2.6. ... 2.9 Samples ............................................ ....... 6.24-6.28 Schedule of Values ....................................:?.(, 14.1 Schedule of Shop Drawings and Samples Submissions .............................. ..... _2.6, 2.8-2:9 ShopDrawings ........................................ ................................. Substantial Completion -- certification of............................6.30.2.3, 14.8-14.9 definition of ................... 1.38 Substitute Construction Methods or Procedure* ........ 6.7.2 Substitutes and "Or Equal" Items..............................6.7 CONTRACTOR's Expense ......... .......„ ... 6.7.1.3 ENGINEER's.Evaluation,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,6.7.3 "Or -Equal .............:..................................... 6. 7.1.1 Substitute Construction Methods E1CDC GENERAL CONDITIONS 1910-8 (1 "0 EDITION) w( CITY OF FORT COLLINS MODIFICATIONS (REV 9199:) Article or Paragraph Number or Procedures 6.7.2 Substitute Items 6.7.1.2 Subsurface and Physical Conditions -- Drawings of, in or relatug to,,,,.., 4.2.1.2 ENGINEER's Review 4.2.4 general..............................................................4 - Limited Reliance by CONTRACTOR Authorized................................................. 4.2.2 Notice of Differing Subsurface or Physical Conditions ..........................................4.2.3 Physical Conditions .............. I........................4.2.12 Possible Contract Documents Change4.2.5 Possible Price andTimes Adjustments...............4.2.6 Reports and Drawings ......... ......................... .,4.2.1 Subsurface4.2 and ..................................................... Subsurface Conditions at the Site ..................... 42.1.1 Technical Data.................................................4.2.2 Supervision— CONTRACTOR's responsibility..._..___.._,_., ........ 6.1 OWNER shall not supervise................................8.9 ENGINEER shall not supervise„ .............. 9.2, 9.13:2 Superintendence.......................................................6.2 Superintendent, CONTR4CTOR's resident _,,,,,,,,,,,,,6.2 Supplemental costs ................... ............................11.4.5 Supplementary Conditions -- definition of......................................................1.39 principal references to ................• J.10, 1.18, 2 2, 2.7, ..... . -- .... 4:2. 4.3, 5.1, 5.3, 5.4. 5.6-5.9, .....*-,.,.,•... S.11, 6.8, 6.13, 7.4, 8.1 1, 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, 6.24, 9.13, 14.12 Waiver of Rights...............................................6.11 Surety -- consent to final payment ............._.........14.12, 14.14 ENCTWEER has no duty to ................................ 9.13 Notification of .... ..............._.......... _10:1, 10.5. 15.2 qualification of ....... ......... .......... ......... .......... 5,1-5.3 Survival of Obligations ........................................... 6.34 Suspend Work, OWNER May .......................13.10, 15.1 Suspension of Work and Termination,.....................15 CONTRACTOR May Stop Work or Terminate.......... 15.5 OWNER May Suspend Work ..............................15.1 OWNER May Terminate 15.2-15.4 Taxes --Payment by CONTRAC I'OR........_„.__,_,,,., 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 4.1 Article or Paragraph Number Term ination-- by CONTRACTOR........._................................15-5 byQWNF..R... ......... :...........................8,8, 15.1-15.4 of ENGINEER's employment ....... .......................J.? Suspension of Work-in,general 15 Terms and Adjectives..,, ........ I ...... : .......... I ............... 3.4 Tests and Inspections Accessto the Work, by others.,_,. 13.2 CONfRACTOR's responsibilities ......................13.5 cost of 13.4 covering Work prior IQ ................... ........... 13.6-13.7 Laws and Regulations(or)............ ........... ........ 13.5 Notice of Defects, ................... ...... ............. I ..... 13.1 OWNER May Stop Work .............................. ...13.10 OWNF.R's independent testing .......................... j3.4 special, required by ENGINEF.R..........................9-6 timely notice required ,•,,,,,,,,,,,,,,,,,;, 13.4 uncovering the Work, at ENGINEER's request................:..........:................... ..13.8-13:9 Times -- Adjusting.......................................................... 6.6 Change of Contract 12 Computation of ..................... ............................17.2 Contract Times --definition of ;;1.12 day- l.7.2.2 Milestones ..................... :...........12 Requirements -- appeals........ - ._............._.._.....9.10, 16 clarifications, claims and disputes...,,,,.,,,.„.„_.9.11, 11.2. 12 Commencement of Contract Times, ............... 2.3 Preconstruction Conference ............................. 2.3 schedules ..:...................................... ?.6, 19, 6.6 Starting the Work 2.4 Title, Warranty of...................................................14.3 Uncovering Work.............................:..............13.8-13.9 Underground Facilities, Physical Conditions -- definition of....................................................1.41 Nor Shown or Indicated, .......... ,....................... 4.3.2 protection of..............................................a.3, 6.20 Shown or Indicated.........................................4.3.1 Unit Price Work - claims............................ ......................... .... 1_1.9.3 definition of,,,,,,_,,.,•,,, ..................................... 1.42 genera111.9. 14.1, 14.5 Unit Prices-- general11.3.1 Determination for .........:..................„ .. 9.10 Use of Premises................................6.16, 6.18, 6.302.4 Utility oN%wrs,,,,,,,,,,,,,,,,,,,,,,,,,,,,,6.13, 620, 7.1-7.3, 13.2 Utilization, Partial...................1.28, 5.15, 6.X2.4, 14.10 Value of the Work,,,,,,,,,,,, , I L3 Values. Schedule of.............................:2.6. 2.8-2.9. 14.1 EJCDC GENERAL CONDITIONS 1910.8 (1990 EDITION) tv/ CI TV OF FORT COLLINS MODIFICA'n6NS (REV 9J99) I I Variations in Work —Minor Authorized ............ ------------- ........ _6.25, 6.27, 9.5 Article or Paragraph Nu in her Visits to Site --by ENGLKEER ................................... 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 CONTRACTOR ..... *­ .... * ... ...... **'*'* ......... ­ 6.30 rr Waanty of Title, CONTRACTOR'S ....... ...... _ ...... 14.3 Work -- Access to J. 3.2 byothers ............................................................... 7 Changes inthe... ­ ­ I .......... I ... I .... _ ­... . ................. 1.0 Continuing the ................................................. 6.1-9 CONTRACTOR May Stop Work or Terminate J5.*; Coordination of ------ ........... ....................... 7.4 Cost ofthe 1.4-11.5 definition of 1.43 .......... 1. ............................................ neglected by CONTRACTOR ............................ 1.3.14 other Work 7 OWNER Ntiy Stop Work . .................................13.10 OWNER May Suspend Work ...................13.10, 15.1 Related, Work at Site ...... I .............................. 7.1-73 Starting the .................................. ....................... 2.4 Stopping by CONTR.,XC` TOR .............................1.5.5 Stopping by OWNER ; :.;;. 15. 1- 15.4 ...... I ......... I .......... Variation and deviation authorized, minor ........... 3.6 Work Change Directive -- claims pursuant to .............................................10.2 definition of., ------------------- I ................................ 1.44 principal references to,,,,,,,,,,,,,,,,,,,,, 3.5,3, 10.1-10.2 Written Amendment -- definition of ................. ; ................ .............. 1.45 principal references to ..... ..... 1.10, 3.5, 5.10,15.12, ................... 6.8.2, 6.19, 10.1, 10.4, ... ­ 11.2, 12.1, 13.12-2, 14.7.2 ... .. ..... ­' Written Claii'fic'ations"and Interpretations ............................ 3.6.3; 9.4, 9.11 Written Notice Required— byCONTRACTOR ............................ 17-1, 9.10-9.11, ...... .................................... 10.4, 11.2. 12.1 by OWNER...._...........__ 9.10-9.11, 1 0;4, 1.1.2, 13.14 xv EJCDC GLNIJLAL CONDMONS 1910.811990 EDITION) w/ CITY OF FORT COLLINS MODIFICATI 6`NS (REV 9199) I I F1 1 x%i 11 (This page left blank intentionally) EJCDC; GrN11iAL CONDITIONS 1910-3 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (RF.V 9199) GENERAL CONDITIONS ARTICLE I —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. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirement-, or the Contract Documents. 1.2, Agreenrent—Thcvnitten contract hetween OWNER and CONTRACTOR coverm& 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 Pgrment=rhe form accepted by FNGINBER which is to be used by CON'rRALrOR 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 --Arty material that contains more than one percentashestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 1.5. Bid —The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to he performed. 1.6_ Bidding Doctmients—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 Requirement,; —The advertisement or invitation to Bid, instructions to bidders, and the Bid form. 1.8. Bonds —Performance and Payment bonds and other instruments of security. 1.9. Change Order —A document recommended by INGII JEER, 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 after the Effective Date of the Agreement 1.10, Contract Docwniants—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 Notice of Award) when attached as an c\hibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EXI)CGENERAL CONDITIONS 19104 (1990 Editim) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000) same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENO rNEER's written interpretations and clarifications issued pursuant to paragraphs3.5, 3.6.1 and.3.6.3 on or after the Effective Date of the Agreement. Shop Drawing suhmittaL% approved pursuant. to paragraphs 626 and 627 and the reports and drawings referred to in paragraphs 42.1 and 4.2.2 are not Contract Documents. Lll. 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 Unit Price Work). 1.12. Contract Times —The numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for. final payment as evidenced by FNG►N`EER's written recommendation of final payment in accordance With paragraph 14.13. 1.13. CONTRACTOR -=The person, firm or corporation with whom OWNER has entered into the Agreement 1,14, defective —An 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 ENGLNTEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNF.R 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 and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1.16. Effective Dale of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it. means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1.17. EA'GIAZER—The person, firm or corporation named as such in the Agreement. 1.18. ENGINEER's Consultant --A person, firm or corporation having a contract with ENGINEER to furnish services. as ENGMTEER'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 Eli IGATEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or the Contract Times. ' SECTION 00520 AGREEMENT ' THIS AGREEMENT is dated as of the 31st 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 Vogel Concrete Inc. (hereinafter called CONTRACTOR) ' OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ' ARTICLE 1. AGREEMENT RENEWAL & WORK 1.1 Renewal. This Agreement is a renewal of the Agreement entered into between the parties on the 31st day of March, 2008, entitled Concrete ' Maintenance Project, Bid No. 6046, City of Fort Collins (hereinafter called The 2008 CONTRACT)and all portions interpreted as if the same were attached hereto. 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. 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 and is generally described in Section 001010. Related traffic control is also included. tARTICLE 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 two (2) additional one year periods. Pricing changes, if any, shall be negotiated by and agreed to by both parties in writing. 1 7/96 Section 00520 Page 1 n 1.20.. Generai Requirements —Sections of Division I of the Specifications. 121. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22.a. Laim and Regulations,_ Laws or Regulations —Any and all applicable laws, rules, regulations. ordinances, codes 'and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction. 1.22.b. Legal Holidays--shall be those holidays observed by the Citv of Fort Collins. 123. Liens —Liens charges, security interests or encumbrances upon real property or personal property. 1.24, Milestone --A principal event specified in the Contiact'Doc:uments relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1.25. Notice of Award='A written notice 135, OWNER to the appirent.successful bidder stating that upon compliance by the .apparent successful bidder with the conditions precedent enumerated therein, 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 copy to FNCYINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform' CONTRACTOR'S obligations under the Contract Documents. 1.27. 01T'7vER—The public body or authority. corporation, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided. LM Partial Utilization —Use: by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or arelated purpose) prior to Substantial Completion of all the Work. 129. PCBs -Polychlorinated biphenyls. 1.30. Petroleian--Petroleum, including crude oil or any fraction thereof which is liquid at siandard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge; oil refuse, gasoline, kerosene and oil mined with other non -Hazardous Wastes and crude oils. 1.31; 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 Matetial—Source; specialnuclear, or byproduct material as defined by the Atomic Energy Act of EJCDC GENERA!. CONDITIOM 1910.8 (1990 Edition) w/ CITY OF FORT COLLI IDS MODIFICATIONS IREV 4,2000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.32.b. Regular Iforkine Hours -Regular working hours are defined as 7:00am to 6:00om unless otherwise specified in the General Requirements. 1.33. Resident Project Representative —The authorized representative of ENGINEER' who may be assigned to the site or. any part thereof. 1.34. Scimples—Physical examples of materials. equipment, .or workmanship that are representative of some 'portion of the Work and which establish the standards by which such portion of the. Work will he Judged L35. Shop Draxiiigs—All drawings; diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate soine'portion of the Work. 1.36. Specifications —Those portions of the Contract Documents consisting of writtcn'technical descriptions of materials equipment; construction systems, standards and workmanship as applied to `thc Work and certain adrninistrative details applicable thereto. 1.37. Srihcontractor—An individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 1.38. Substantial Completion --The Work (or a specified part thereof) has progressed to the point.where, in the opinion of 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 no such certificate'is issued, when the Work is complete and, ready for final payment as evidenced by F.NGINEER'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 Completion thereof 1.39. .Supplementary Conditions -The part of the Contract Documents which amends or supplements these General Conditions. 1.40. Suppl et=A manufacturer, fabricator, supplier, distributor, inaterialmanof vendor _having a direct contract with CONTRACTOR or -with any Subcontractor to furnish materials or equipment to be' incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Undergrotand Facilities —All pipelines, conduits, ducts, cables. wires, manholes,'vaults, tanks, turmels 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, steatn.. liquid petroleum products, telephone or other communications, cable television. sewage and drainage removal. traffic or other control systems or water. 1,42. Uxit Price !f•grir-Work to be paid for on the basis of unit prices. 1.43. Work —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 and incorporating -materials and equipment into the construction and performing or furnishing services and furnishing documents, all as required by the. Contract Documents. 1.44. Work-. Change Directive -A written directive to CONTRACTOR,issued on or alder the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER, ordering an addition, deletion or revision in the Work, or responding to differing .or unforeseen physical conditions under -which the Work is to be performed as provided in paragraph42. or 4.3 or to emergencies under paragraph 6.23. A. Work- Change Directive will not change the Contract Price or the Contract Times, but is evidence that the patties ex that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the panties as to its effect if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. Wrrtten.Anwrzdment—A written amendment of the Contract Documents, .signed by: OLV1\1FR and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonenginecring or nontechnical rather than :strictly construction -related aspects of the Contract Documents. ARTICLE 2—PRELDII1tiARY INIATTERS De6very ofBonth: 2.1. When CONTRACTOR, delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. Copies of Documents: 2? OWNER shall furnish to CONTRACTOR up to ten copies (unless othmvise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. Commencement of Contract Tines Notice to Proceed- 2:3. The Contract Times will commence to run on the thirtieth day after the Effective .fate of the Agreement, or, EXMC OLNERAL CONDMOfvS 1910-8 (1990 Editim) w/ CITY OF FORT COLLIM MODIFICATIONS (R_F V 4P_000) if a Notice to Proceed is given, on the: day indicated in the Notice to Proceed. A Notice.to Proceed may be -given at any time within thirty days after the Effective Date of the Agreement. _41. .:n thO r,,....,..., T:....,S commence 0-car+ la. o€--Bid-opening-or: the•thi rtieth-day-after-tax-F tirctivr-[lets o[ the :Agreement —whichever -date -is -earlier: Starting the R,76rk: 2.4. CONTRACTOR shall start to.perform the Work on .the date when the Contract Times commence, to run, but no Work shall he done at the site prior to the date on which the Contract Times commence to run. Before Starting Construction: 2.5. Before undertaking,.cach part of the Work, CONfRt1CTOR shall carefully study and compare the Contract Documcnts ,and check and verify pertinent figures shown thereon and all applicable field measurements: CONTRACTOR shall promptly report in writing to ENGiNFFR any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with, any Work affected thereby however, CONTRACTOR shall not be liable to 016v R or. ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the. Agreement (unless otherwise specified in the General Riquiremcnts), 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 Milestones.specified in the Contract Documents-, 2.6.2. a preliminary schedule of Shop Drawing and Sample submittals which will list. each required submittal arxi the times:for submitting, reviewing and processing such.submittal: 2.6.2.1. In no case will it schedule be acceptable which allows less than 21 calendar days for each review -by Engineer. 2.6.3. A preliminary schedule of values for all of the Work which will include 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 am, Work at the site is started. CONTRACTOR and G"E iFR shall each deliver to the ether OWNER with copies to iciont;rea ; .a c,... is .,, Cendi.iA ENGINEER, certificates of insurance (and other evidence of insurance which -either- of ' rimal insured may ^�a'�a�.. bly—request requested by OWNER) which CONTRACTOR is required to purchase and -maintain in accordance with paragraphs 54, 5:6end -_54. Preconstruction Conference: 2.8. Within twenty days alter the Contract 'times start to run, but before any Work at the site is started, a conference attended by CONTRACTOR; ENGINEER and others as 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 ?.6, procedures for handling Shop Drawit>Qs and other submittals processing ;Applications for 'payment and maintaining required records. Initial vv Acceptable Schedules 19. Unless otherwise provided in the Contract Documents;' before any work at the site begins a conference attended by CONTRACTOR, ENGINEER and others as appropriate designated ted by OWNER. will he held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph;2.6.. and Division 1 - .General Requirements. CONTRACTOR shall have an additional ten days to 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 ta. 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 Ci IGINEER responsibility for the sequencing; scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. CONTRACTOR's' schedule of Shop Drawing and Sample submissions will'be acceptable to. ENGINEER as providing a work -Able arrangement for reviewing and processing the required submittals CONTRACTOWs schedule of values will be accept hble to ENGINEER as to form and substance. ARTICLE 3--CONTRACT DOCUMENTS: MENT, AMENDING, REUSE Intent. 3.1. The Contract Documents comprise the entire agreement between OW1,T t and CONTRACTOR concerning the fork The Contract Documents are complementary; what:is called for by one is, as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to MDC GENERAL CONDITIONS 1910-3 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) describe a functionally complete Project (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 prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. kVhen 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 interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall he issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Sltandards and Vpecifications of Technical Societies; Reporting and Resolving Discrepancies. 3.3.1. Reference to standards,, specifications, manuals or codes of any technical society, organization or association, or to the 'Laws or Regulationsofany governmental authority; whether such reference be specific or by implication, shall mean the latest standard. specification manual, code or La%vs or Regulations in effect at the time of ope.nin$ of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may be othemise specifically stated in the Contract Documents: 3.3.2. If, during the performance of the Work, CONTRACTOR discovers any conflict; error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such stanidard; specification, manual or code. or of any instruction ofarry 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 affected thereby (except in an emergency as. authorized by paragraph 6 23): until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 or 3.6; provided however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such eonllict, 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 amendment 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 in resolving any conflct; error,: ambiguity .or discrepancy between the provisions 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 of the Contract Documents would result in violation of such Law or Regulation). No provision of any. such standard, specification, manual, code or instruction.shall be effective to.change the duties and. responsibilities of OWNER, .CONTRACTOR or ENGINEER, or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor. shall it be effective to assign to OWNER, ENGINEER or any of ENGINEER. Consultants, agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of die Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction review or judgment of ENGINEER as to the Work, it is intended that such requirement, directionM, review or judgment will be solely to evaluate, in. general, .the completed Work for compliance with the requirementsof and information in the Contract Documents and conformance ;with the design concept of the completed Project'as a functioning whole as shown or indicated in the Contract Documents (urdess there is a 'specific statement indicating otherwise): The use of any:such term oradjeciive shall not be effective to assign to ENGINEER any duty.or authority to supervise.or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract• Documents. Amending and Supplementing Contract Documents: 3.5. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: 3.5.L a formal Written Amendment. 3.5:2. a Change Order (pursuant to paragraph 10.4). EXIXQEN`ERAL COt.'DITIOt15 1910-9 (1990 Editim) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4!>D00) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3.6. In addition, the requirements .of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authoriwd_in one or more of the following- ways: 3.6.1. A Field Order (pursuant to paragraph 9.5), 3.6.2. ENGINEER'S approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 and 6.27), or 3.6.3. fNGINEER's written interpretation or clarifiication(pursuant to paragraph 9.4). Reuse of Documents: 3.7; CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have .or acquire am` title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or FNGINEERs Consultant, and (ii) shall -not reuse any of such Drawings, Specifications, other documents or. copies on extensions. of the Project or any other project without wTitten consent of OWNER and ENGINEER and specific written verification or adaptation by FNGIN`EER ARTICLE.4--AVAILABILITY OF LANDS; SUBSURFACE XND PHYSICAL CONDiTIONS; RF,FFRFr\CE POiNTS Ayailability.ojLands: 4.1. OWNER shall tarnish, as indicated in the Contract Documents, the lands ,upon which the Work is to be performed, rights -of .way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR Umi-reasonable-written-request: OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER, unless otherwise provided in. the Contract Documents. If CONTRACTOR and OWNER are unable,. to .aECCe on entitlement to or the amount or, extent of. any adjustments in the Contract Price or the Contract Times as. a result of any delay in OWNER's furnishing these lands, rights -of - way or casements. CONTRACTOR may makea claim therefor as provided in Articles I and 12. CONTRACTOR;shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 41 Subsurface and Physical Conditions: 4.11. Reports and Drawings:. Reference is made to the Supplementary Conditions for identification of: 4.2.1.1. Subsurface Conditions. Those reports of explorations and tests of subsurface conditions at or contieuous to the site that have been, utilized by ENGINEER in preparing the Contract Documents; and 4.2.1.2. Physical Conditions: Those dra%tings of physical conditions -in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2;2. Limited Relimrce by COMIRlC7OR Authorized• Tedmical Data CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and, drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data"., .CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 4.22.1. thecompleteness of:such reports and drawings for CONTRACTOR's purposes, including; but not limited to, airy aspects of the means; methods, techniques, 'sequences and ,procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto; or 4.22.2; other data:' interpretations; opinions and information contained in such reports or shown or indicated in such drawings, or 4:22.3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such daul, interpretations; opinions or information. 4.2.3. Arolice of Differing Subsurface or Physical Conditions: If CONTRACTOR believes that any subsurface.or physical condition of"or contiguous to the site that is uncovered or revealed either: 4.2.3.1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4 2.1 and 4.2.2 is materially inaccurate: or 4.2.3.2. is of such a nature asto require a change in the Contract Documents,.or 4.23.3. differs materially from that shown or EJCDC GENERAL CONDITIONS 191 M (1990 Edition) wl CITY OF FORT COLLINS MODIFICATIONS (REV IP000) indicated in the Contract Documents, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, prentptly immediately after bectmting aware thereof and. before further disturbing conditions alreeted thereby or performing any Work in connection therewith (except in an emergency as permitted by paragraph 6:23), notify OWNER and ENGINEER in writing about such condition. CONTRAC71'OR shall not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of µTitten order to do so. 4.2:4. ENGl1bEER's Review: ENGINEER will promptly review the pertinent conditions; determine the necessity. of OW NT ER's obtaining additional exploration or Ism with respect .thereto and advise O1VNF.R: in writing (with a copy to CONTRACTOR) of ENGfNEER's findings and conclusions. 4.2.5. Possibk Contract Documents Change: if ENGINEER concludes that .a . change in the Contract Documents is required as a result of a condition that meets one or more .ofthe categories in paragraph 4.2.3. a Work Change Directive or a Change. Order will he issued as provided in Article 111 to reflect- and document the consequcnces of such change. 4.2.6. Possible Price mid Times Adfustmems. An equitable adjustment in the Contract Price .or in the Contract Times, or. both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost of; or time required for performance of the Work, subject, however, to the following: 4.2_.6.1. :such condition trust meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.2.3.4, inclusive; 4.2.6.2. a change in the Contract Documents pursuant to paragraph 4.2.5 .will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 42.6.3. with respect to Work that is paid for on a Unit Price Basis, anyy adjustment in Contract Price will be subject .to the provisions of paragraphs 9.10 and 1 1 9; and 4.16.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if; 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time COIJTR.ACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the I submission of a bid or becoming bound under a negotiated contract; or 4.2.6.4.2. the existence of such condition could reasonably have been discovered or revealed as 'I result of anv examination,investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR'S making such final commitment or 4.2.6A.3. CONTRACTOR failed to give the %v6tten notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to aeree on entitlement to or as to the amount or Icn�th of any such equi{able aajustment in the Contract Price or Contract Times; a claim may be made therefor as provided in Articles I 1 and 12. However, OWNka2, .ENGINEER and ENGiNEER's Consultants shall not be liable to CONTRACTOR for any claims, casts, losses or damages sustained by.CONTRACTOR on or -in connection with any other projcct,oi anticipated project: 4.3. Physical Cond ions -Underground Facilities: 4.3.1. Shown orhtdicate& The information and data shown orindicated in the 'Contract Documents with respect to existing Underground Facilities at or contiguous to -the site is based on information and data furnished -to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.1.2. The.eost of all of the following will be included in the Contract Price and CONTRACTOR shall have, full responsibility for: (i) reviewing and checking ,all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents,(iii) coordination of the Work with the owners of such Underground Facilities during construction; anti (iv) the safety and protection of all .such Underground Facilities as provided in pamgaph 6.20 and repairing any damage thereto resulting from the Work. 4.3.2. Mot Shoun or Inthcated: I f an Underground Facility is uncovered or revealed at or contiguous to the site which was. not shown or indicated in the Contract Documents, CONTRACTOR shall promptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an. emergency as required by paragraph6.23). identify the owner of such .Underground Facility and EJCDCGENERAL CONDITIONS 191" (1990 Editim) w! CITY OF FORT COLLINS MODIFICATIONS (REV 4P000) give written notice to that owner and to OWNER and ENGINEER. ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Undeigrobrid Facility. If ENGINEER concludes that a change in the Contract Documents is required, a Work Charge Directive or a ,Change Order will be'issued as provided in Article 10 to reflect and document such consequences. During such time, .CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as provided in paragraph 6.20, CONTRACTOR shall 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 ofany Underground Facility that was not drown or indicated in the Contract Documents and that CONTRACTOR did not know of and could not.r.casortably have been expected.to be aware of or to have anticipated If OWNER and CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Contract Times, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. However, OWNER, ER; ENGINEER' and FNGiNF.ER's Consultants shall not be liable to CONTRACTOR for any claims, costs,. losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points: 4.4. OWNER shall provide engineering surveys to establish reference points for construction which in ENGMEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make_ no changes or relocations without the prior written approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. .4sbestos, PCBs, Petroleum, Ilazardous Baste or Ra&oadire ,lfatetial: 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope .of the Work and which may present a.substantial danger to persons or caropeity exposed, thereto in connection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. 1 I� 4;5 CONTR1VGTOR shall-immediately-{)-stop-all scendition and an-requved-permits-related-thereto-and-delivered-to thander`v—safe Wadi may he Fe ed safely. if GAWER And CON4' W,tir',,pi,a2e_.._.,^''^pecial-eonditisnns,under-which eit.. her,may i. A,.i.,im therefor ,; ..idea in n`..:,,l.,,� i....ai2....a �` GON— IZACP-OR-does-net-agree-un esume-such-wt k-. based on a feasenable belief it ig ti�_saf�, of does not conditions; lhef� 03�VNJ;R Mff r ice f .tie- Work t6t : ..:t1, -t, 1......,.,1,..... eonditionor in sueh affected to be'deleted kem IhA ul,,.1. if OtVTdtiO and G-AWRACTOR Sam agree -as to-etttitlertient ttror the=amount-or-extent-of-an acljtisEM r .... in PAn GetitiAet r:_ ff the Tl FI,+hen eiElier-ponyke-it- -may-ntaala im4wretbr-as-piovk-in portion -of -the -Work- 1W, rfornted y 60 NNER's-own forceaor-others-itraccordarx a-withYlrticle 7- waned Regulations,—(}tL?v'FsR—shawl—indemnify—and—hold harmless ---C-OI�7TR �GTOR Subsoraracters; own•negligeme: EJCDC GENERAL CONDITIONS I910.8 11990 Ectitim) w! CITY OF FORT COLLI hS NIODll7 CATIONS (,REV 4;2000) ARTICLE 5--BONDS AND INSURANCE Performance; Patment and Other Bonds: 5.1. CONTRACTOR shall furnish Performance and Payment Bonds; each in an.antount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when fmal payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR.shall also famish such other Bon& as are required by the Supplementary Conditions. All Bonds shall be in.the form prescribed by the Contract Documents except as provided otherwisc-by Laws or Regulations and shall be executed by such sureties as are named in the cuh-ent list of "Conpanics. Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department 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 insolvent or its right to do -business is terminated in any state .where any part of the I'rojcst is joca cl or ii ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety,, both of which must beacceptable to OWNER. 5.3: Licensed Sureties and Insurers; Certificates of Insurance: 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased,and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or -authorized in the jurisdiction in which the Project is.located to issue Bonds or insurance policies for the limits and coverages so required Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.2. CONTRACTOR shall deliver to. OWNER, with copies to each additional insured identified in the Supplementary Conditions; certificates of insurance (and other evidence of insurance requested by OWNEW or any other, additional insured) which CONTRACTOR is required to purchase and maintain in accordance with. paragraph 5.4. OWNER --shall deliver additional-itt- ed-identified-m-Ute-Suementary p F para.,..,ph-; 56 e..l f 7 i.,,.a..f COA7R4CTOR's Liability Insurance: 5.4. CONTRLACTOR :hall purchase and maintain such liability and other insurance as�is appropriate for -the Work being performed and famished and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR'S performance and furnishing 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 indirectly employed by any of them to perform or famish any of t Woik, or by anyone for whose acts any of them may be -liable: 5.4.1. claims under worrkerd comprnsat' m.disability benefits and other -similar cmpioyechene6t acts; 5A.2. claims for damages because of bodily injure', occupational sickness or diseasc. or death of CONTRACTOR's employees; 5.4:3. claims for damages because of bodily injury, sickness or disease; or death of:any person other than CONTRACTOR'S employees; 5:4:4-ola ims-for-damages-insured-by-custom nry ter -se . te the ernplayment of gush Persian hy tiher-reisen; 5A5. claims for damages, other .than to the Work itselt; because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 5.4.6. claims for damages because of bodily injury or death of any person or -property damage arising out of the ownership, maintenance or use of any motor vehicle. Thepolicies of insurance so required by this paragraph 5.4 to be'purchased and maintained shall: 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.f�, include as additional insureds (subject to any customary exclusion in respect of professional liability), .OWNER; ENGINEER. hNGIA'EER's Consultants and any other persons or entities identified in -the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds, 5.4.3: include the specific coveragges and be written for not less than the limits of Iiability.provided in the Supplementary Conditions or required by Laws or Regulations, whichever is. greater. 5.4.9. include completed operations insurance; EJCUC GENERAL CONDITIONS 1919-8 (1990 Edition) W1 CITY OF FORT COLLINS MODIFICATIONS (REV 4P-000) 5.4.10: include contractual liability insurance covering CONTRACTOR's indemnity obligations uruler paragraphs 6.12, 6.16 and 6.31 through 6.33; SAA 1. contain a provision or endorsement that the coverage afforded Lwill. not be cancelled, materially changed or renewal refused until at least.thirty days' 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 insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5:3.2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CON"TRACTOR may be correcting, removing or replaciri defecthe Work in accordance with paragraph 13.1 2;'and 5.4.13. with respect to completed, operations insurance, and any insurance coverage written on a claims -made basis, remain in effect forat least two years after final paymcnt (and CONTRACTOR shall furnish OINWER 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 insured of continuation of such insurance at final paymem and one year thereafter). 011!11ER'S Liabiliv Insurance: 5.5. in addition to insurance required to be provided by CONTRACTOR under paragraph 5.4. OW'NUZ, at OWNTER's option;_ may purchase and maintain at OWNER's expense .OWNER's okn liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. Properrj, Insurance: 5:6:—l;inless-other-wise.-provided-in-the-Supp>zmenrary Conditions-4W-",t'ER-sltall--purchase-nnd-tnairttain of the-full=repktczntent-cost-thzrzof-(subject-to-such deductible-amounts-as-may-be-provided--at--the Suppknientar_v-C-or&fi6ens-or-required-by-L-aws-and Regulations).-Thisrinsurance-shall= 5 6.1—include--the—interests—of—OWNER: SuhraritFwom and a aye et#trr pNrserx; er entities-idemifwd-in-the-'Supplementary-Conditions; each•of-whom-is-Fkemed-!o•have-an-ittstrrable-intrust and-shall-be-hsied-as an-imuredar-addibioruskrtR red; 5:6:�—br-written-on-a-Buildet's-R-isk-el}-risk—or the r,.i_allaVAN—peals: fire, i,,g ;m�eatended k n coverage-theft=vtmWal istr-and-malicious-mischief; earthquake, ^^naps- debris; rerievnl,, demolition mentarv-Cenditions; 5:6.4.-include-e-cpenses--incurred-in-thtr--repair-or replacement-ofany-irmred-proparty-(including-but-not limited-te feesRdchews e f engifieffs n efd itects)=. or-et-atxxher=loc66on4hFit-was-egzed-to-iti-writine -by OWNER pri to -being inparp6mte t pmvidad that such n tr,eluded in sn 4ppiieaiw recommended n e� ,� ■• e3 n. �. �•,. e as-may--he-"aired-by4ie Supplementary-C-cmditiom-c,r c PIcu'� idestt e n a . hamd-arid mainaired= by- GWNIER-in-accordarxe Kith -part graphs 5 6 pw covert�ge-afforded-will--not-be-cencceliad or -materially ehar*d-orratiewal-refuwd-until-at-leasi-fhirty-days-prior written-=nb6te-has-been-given-k--OW:'4 R-and whont-a-certificate-oi insurance -has -been -issued -and -will contain --waiver provisiom--in- accordance ---with f+t' 5.9. OWNER shall not be responsible for purchasing and maintaining any property, insurance to protect the interests of CONTRACTOR, 'Subcontractors or- others in iderttEifie<i-ir-the-Suppleritentary-t�riciiEioris.-The-risk-of such kiss=encl-i�asry-o�thenr-wishes�reperiy-insurarc;a covereLre-iirithirt-the-lotting of-such-amvurNs-each-may purchases and -maintain it=ai4he-purchasees own ei periw. anue -5:-1(1.-1€=6UN1=Rt�GFF>it requests-in-writir�--that-other sueh impamme, Find the east Change Qrder- e Written Amendment- " to 1 EJCUC OENIERAL CONDMOM I910-8 (1990 Eabtim) w/ CITY OF FORT COLLI M MODIFICATIONS (REV 4R000) commeneenient-of-tlic*-�4orlc:ai-the :sitz-U1�N�sR shn]}-in vaiting ansu 5-1-1, i-.OWNER'end-(301V-TR TOR intend4 art -all policies:purchased-in-w,cer ittnce-with-"mgmphsa:6 cvuboontreeters,—EI GINIEElt FdNGLNEER's insureds<cir additional imureEia-in such perlioies-and damages eau ed b tls severed thereby-r !event of mk;; any less of damage th-e irisa#ers avi the-insureds-or-additionn1 " end. to the ehts that ntakirtg Su4h a3-have-ems of 'Q-..�-c..., pnynbla-under-anv-palicv-so-issued: • 5.11-2. In-addit a Oklgilik. waives all _,right;. ago uist. C-Qk4RACTC4�l,—;ubcmtrtctors; officers-clirectelrsv-employees-end-agents-of-onv-of them4ora lose due to bus-'n-mss of-use-or-other-eorsequentiai-Ions-extending beyond-disc-t-physical-less-or MIME, cktnrage--to arising out of or resulting Evan-fir2•oculieE peril; whether -or: not-insured-by-OVVNFR -artcl 5-1-1-?-2—loss-or-damage-to-the-cottnpkiad resultuV-from-Fire-or-outer-inured peril -covered sersple during--=partial-iai4zation-Pursuant-to 0aragreph-W..1 U,-after-$ubstantisl-Completion pursuant-to-paragmph44.8-6r-after-fmal-payment PUF . recovery-ngeinst-any-o�C�3y�R�C�OR: Subcontractors< Receipt andApp&cation oflnsurance Proceeds: 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with 0*11 'R and made payable4o.OWINER as fiduciary for the insureds, as their. interests may •appear,. subject to the requirements of any :applicable mortgage clause and of paragraph-5.13. OWNER, shall deposit in a separate account any money so received,. and shall distribute it in accordance with such agreement as the parties in interest may reach if no other special agreement is. reached the damaged Work shall be repaired or replaced the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5:13. OWNER as 'fiduciary shall have power to adjust and ;settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteen days slier the occurrence of loss to.OW ER's exercise of this power. .if such. objection,be made; OWNER as fiduciary shall make settlement with the insurers'in accordance with such agreement as.the. ' ics in interest may reach- [fro such agreement among .the parties in:intcrest is reached, 01VNER as fiduciaryshall adjust.and settle the loss with the insurers. a^'m :f ..,,m by a ,,...tv :Acceptance of Bonds and Innumce Optiomto Replace: 5.14- I f 4ET9R) MNER has :any objection to the coverage afforded by or other provisions of the Bonds -or insurance required to be purchased ..and maintained by the e8ter—party CONTRACTOR in accordance with Article 5 on the basis of nonconformance with the Contract Documents, the objecting-party-shall-so-notifv-thrvther-party OWIN-ER will noU'ly CONTRr1C."TOR- in writing within ten fifteen days after receipt delivery of the certificates (or-other-idenca requested) to OWNER :as required, by paragraph 2.7. other-sash-eddiion il-infottttatiot-in-respect-of-insurance provided-es-the-other-mgffeasombi%-request—lf-either party-does--not-purchase-or-maintain-all-of-ihe-Eionds-and Partial Utilization -Property Insurance: 5.15. If OWNER finds it necessary to occupy or use a portion or portions of .the Work prior to Substantial EJCTDC• GENERAL CONDITIOM 1910-8 (1990 E(btim) w! CITY OF FORT COLLINS MODIFICATIONS-(RIV 4P000) Completion of all the Work, such use or. occupancy may be accomplished in accordance with paragraph 14.1Q, provided that no such use or.occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The it -ewers providing the property insurance shall consent by endorsement on .the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. ARTIC LE A -(CONTRACTOR'S RESPONSIBILITIES Supen-hdon and 5uperintendence: 6.1. . CONTRACTOR shall supcnvise, inspect and direct the. Work, eompetendy.and efficiently, devoting Such attention thereto and applying . such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRAC'rOR shall be solely responsible for the means methods,, techniques, . sequences and procedures of construction, but.CONTRACTORshall not.beresponsible for the negligenceof others in the design or specification of a specific means, method, technique, sequence or procedure of constructionwhich is shown or indicated in and expressly required by the. Contract Documents. CONTRACTOR. shall be responsible to; sce that the completed Work complies accurately with the Contract Documents. 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not,be replaced, without written notice to OWNER and INGINEER except under extraordinary circumstances, The superintendent will be CONTRACTOR's representative at the site and shall have authorityy to act on behalf of .CONMACTOR:, All eommunications.to the superintendent shall be as binding as ifgiven to CONTRACTOR. Labor, Materials and Equipment: 6.3. CONTRACTOR shall provide competent, suitably qualified personnel .to, survey, lay out and construct the Work as required by the Contract Documents. CONTRACTOR shall at.all times maintain good discipline and order, at the site. Except.as otherwise requited for the safety, or protection_ of persons :or the Work or property at the site. or adjacent thereto; and except -as otherwise. -indicated in the Contract Documents, all Work at .the site shall be performed during regular working hours and CONTRACTOR will riot permit overtime work or the performance of Work on Saturday, Sunday or any legal, holiday without OWNER"s written consent.given after prior.written notice.to ENGLNEER. CONTRACTOR shall submit -requests to the ENGINEER no less than 48 hours in .advance of anv Work to be performed on Saturday, Sundav, Holidays or outside the Regular Workine Hours. 3.2 The Work shall be Substantially Complete within 121 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. ' 3.3. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the ' Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. J I 1 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) for each calendar day or fraction thereof that expires after the One Hundred Twenty One (121) 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) 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: The Price of your Agreement is One Million Two Hundred Five Thousand Nine Hundred Seven Dollars and Seventy Cents ($1,205,907.70), 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. 7/96 Section 00520 Page 2 fl ' 6.4. Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor. trarnsportatim construction equipment and machinery, tools, appliartces,.fuel. power,light, heat, telephone, water, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. ' 6.4.1. Purchasing_ Restrictions: CONTRACTOR must comply with `the `CitVs purchasing restrictions. A any of the resolutionsare available for review in the offices of the Purchasing and Risk Management Division orrthe City Clerk's office. ' 6.4.2. .Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that bum ' hazardous waste as a fuel 6.5. All materials and equipment shall be of good quality and new; except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for hw:the Specifications shall expressly run to the benefit o_ f OWNER if required by ENGTNF,F.R, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) -as to the kind and quality of materials and equipment: All materials and ' equipment shall ►x applied, installed, connected, erected, used cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. 1 Progress Schedule: 6.6. CON*rRACIOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may be adjusted from time to time as provided below: 6.6.1. CONTRACTOR shall submit to ENGINE -ER for acceptance (to the extent indicated in paragraph 2.9) proposed adjustments in the progress schedule that will not change the Contract Time,; (or Alilestones). Such adjustments will conform generally to the progress schedule then in effect and additiomally will comply with any provisions of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule that will change the Contract Times (or -Milestones) shall besubmitted in accordance with the requirements of paragraph 12.1. Such adjustments may (wily be made by a Change Order or Written Amendment in ' accordance:with Article 12. 6.7. Submduhea and "Or -Equal " Items: 6.7.I. Whenever an item of material or equipment is specified "or described in the Contract Documents by ' using the name of a.proprietary item or the name of a articular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description ' EKDCGENERAL CONDIVOIN51910.3 (1990 E(ition) 12 w/ CITY OF FORT COLLI NS MODIFICATIONS (REV d,?000) contains or is followed.by words reading that no like, equivalent or "or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted byFi lGINEER under the following circumstances: 6.7.1.1: Wr-Equal". If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, itmay be considered by °.FNGiNEER as an "or -equal" item;in which case review and approval of the proposed item may, in ENGINEER's sole discretion, he accomplished without compliance with some or all of the requirements for aor,cptance,of proposed substitute items. 6.7.1.2. "SubsiMae Items: If in ENGINEER's sole discretion an item of material or equipment proposed by,CONTRACTOR does not qualify as an "or -equal" item tmder-sulipriragraph 6.7.1.1, it will be considered a proposed substitute' item. CONTRACTOR shall submit sufficient information as provided below to allow FNGINF.F,Rto determine that the item of material or equipment proposed is.esssentially equivalent to that "named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENGINIFFR may decide is appropriate under the circumstances. Requests for review of proposed substitute items of material or equipment will not be accepted by ENGTNEER from anyone other than CONTRACTOR If CONTRACTOR wishes to furnish or use a substitute item of material or equipment; CONTRACTOR shall first make written application to ENGIN=— for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified. The application will state the extent, if any, to which the evaluation and" acceptance of the proposed substitute will prejudice CONTRACTOR's achieveiment of Substantial Completion on time; whether or not acceptance, of the substitute for use in the Work will require a change "in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to -payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance; repair and replacement service jwdl be indicated. The application will also contain an itemized "estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected 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 proposed`substitute. 6:7.1.3. CON7R,ICTOR's Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTORSs e..xpense. 6.7.2. Suhsrintle Colutrrrction Adedr(xs or Procedmrs: If a specific means; method, technique, sequence or procedure, of construction is shown or indicated in and expressly required by the Contract Document-, CONTRACTOR may furnish or utilise a substitute means; method, technique, sequence or procedure -of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow bNGINEM in ENGMT ER's sole discretion, to determine that the substitute proposed is equivalent to that: expressly called for by the Contract Documents. The procedure for review by ENGINrEER will be similar to that provided insubparagraph 6.7.1.2. 6:7:3..Engirieers Evalaatian. ENGTNTF.FR will Ix - allowed a.rcasonable-time 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 judge of acceptability. No "or -equal" or substitute;will he ordered, installed on utilized without ENGINBER's prior written acceptance which will be evidenced!by either a Change.Order or an approved Shop Drawing. OWNER may, require CONTRACTOR to furnish at CONTRACTOR's expense a special performance guarantee or other surety with respect to any "or -equal" or substitute. ENGINEER will recordtime required by ENGINEER and ENGMEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 .and in making charges in the Contract Documents (or in the provisions,of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a,substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse .OWNER for the charges. of ENGINEER and ENGIINEEFts Consultants fur evaluating each such proposed substitute item. 68. Concerning Subcontractors, Suppliers and Others: 6:S.1. CONTRACTOR shall not employ any Subcontractor, Supplier or other person or orgmruzation (including those acceptable to OWNER and ENGINEER as,indicated in paragraph 6.8.2), whether initially or as a substitute. against whom OWNER or ENGINEER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor; Supplier or other person or organization to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. EXI)CGENERAL COND1TtOM 1910-8 (1990 Erdtim) w/ CITY OF FORT COLLMS MODIFICATIONS MEV ,Ir000) 6_9. CONTRACTOR. shall perform not less than 20 percent of the Work with its -own forces that is without subcontracts W. The 20 percent requirement shall be understood to refer to the Work the value of which totals not less than 20 percent -of the Contract Price. S:S.2. he S If—tupplementary-Conditions Bidding Documents require the identity of certain Subcontractors,. Suppliers . or. other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWNIER in -advance -of -the -specified date prior to the Effective Date of the. Agreement for acceptance by OWNER and ENGINEER,—eao--if has submitted ;a lik1.hefeaf in OWNER's or ENGINEER's acceptance (either in writing or by failing to make.written objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of ENUINEeR. No acceptance by OWNER or ENGINEER of arty such Subcontractor, Supplier or other person or organization shall constitute a waiver of any right of OWNER or ENGINEER to reject defective. Work. 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGENTEER for all acts and omissions of the Subcontractors; Suppliers and other persons and organizations performing or fumishing any of the Work under a direct or indirect contract with CONTRACTOR just as .CONTRACTOR is responsible for CONTRACTOR' own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between OWNER or ENGINEER and arty such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Laws and Regulations. OWNER or ENGINEER may furnish to arty subcontractor, supplier or other person or ors*anization evidence of amounts paid to CONTRACTOR in accordance with CONTRACTOR'S "Applications for Payment". I i I 11 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors. Suppliers and other persons and organizations performing or furnishing any of the Work. under :a direct or indirect contract with CONTRACTOR. CONTRACTOR shall require all Subcontractors,. Suppliers and such other persons and organizations 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 an}' Drawing shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or -delineating the Work to be performed by any specific trade. 6.1 L All Work performed for . CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER- ,viceneVeF .• s,�-, s agreement is with a Subeen"GWF or SupplieF whe is listed as an additiaml Pam aphs-5 yer 377;. the—ReFeem Pnt—between—thA GQN{-R�C�C)R-and-die .Sulx;oritraeior-or-StrPpltar-Well `rho r ......... . m:nrr_rn:rvo'c CO and All ^.l,^_ �, r:.,��,�,-,�..=salt^ dffiniages caused by; arising eut et rsulting ffife fthe perils-eovered-by .^I. _..1.^.^^ ^...! ...... ...I.e_ .._....^... .,-ice' the Work—Ff-the-irsurers-on-any-such-policies-require separate waivef forml to be signed by any Subeentmeter a Slip lief GQNTD •NC-T-GR ..:ill , ht-A i-. 111A .,.:.+ Patent Fees and -Royalties: 6.12. CONTRACTOR shall pay all license fees and rovalties,and .assune all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention design, process;.product or devicewhich is the subject -of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract, Documentsfor use in the performance of -the Work and ifto the actual knowledge of OWNER or ENGINEER its use is subject -:to patent rights or copyrights calling for the payment. of any license fee or royalty to Others, the existence of such rights .shall be disclosed Lly OWNER in the Contract Documents. To the fullest extent permitted by Laivs and Regulations, CONTRACTOR shall indemnify and hold harmless OW ER, ENGNEER, ENGMEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against.all claims, costs, losses and damages arising out of or resulting from am, infringement: of. patent rights or copyrights incident to the use in the performance of the Work.or resulting from the incorporation in the Work of any invention, design, process, product .or device not specified in the Contract Documents. EJCDC GENERAL CONDITIONN 191" (1990 Editiml wl CITY OF FORT COLLINS MODIFICATIONS (REV 42000) Permits: 6.13. - Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses: OWNER shall assist CONTRAC TOR, wharf necessary, in obtaining such permits aril 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 Date of the Agreement. CONTRACTOR shall pay all charges of utility'owners 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. Laws and Regulations: 6.14.1. CONTRACTOR shall give all notices and comply with all I'aw•s and 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. 6.142. If CONTRACTOR performs any Work knowing or having reason to know that .it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims; costs, losses and damages caused by, arising out,of or resulting therefrom; however, it shall not be .CONTRACTOR's primary responsibility to make certain that the. Specifications and Drawings are in .accordance with Laws and Regulations, but this shall not. relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.3.2. Taxes: 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar. taxes 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. &15.1. OWNER is exempt from. Colorado State and local sales. and use taxes on materials to be permanently incorporated into the project. Said taxes shall not.be included in the Contract. Price. CONTRACTOR must applyfor, arid. receive. a Certificate of Exemption from the Colorado Department of Revenue for construction materials to be phvsically incorporated into the Vrroject This Certi.fi tion of Exemption provides that the CONTRACTOR shall neither pay nor include. in his Bid, Sales and Use Taxes on those buildirtc and construction materials pfivsicaliv incorporated into the proiect. Address: Colorado Department of Revenue State Capital Annex 1375 Sherman Street Denver Colorado 80261 Sales and Use Taxes for the .State of Colorado, Reeional Transportation. District (RTD) and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. All applicable- Sales and Use Taxes (including State collected taxes), on any items other than construction and buildirm materials physically incorporated into the project are to he paid by CONi'RACIOR and are to be included in appropriate bid items. Ilse of Prenrises.- 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workers to the site and land and areas identified in and permitted by. the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way, permits and casements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assumc full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such .other party by negotiation or otherwise resolve the claim by arbitration of other dispute resolution procecding:or. at law•. CONTRACTOR shall, to the fullest extent permitted by Lams and Regulations, indemniR, and hold harmless OWNNER, ENGINEER, ENGINEER's ConsWtant and anyone directly or indirectly employed by any of them from and against all e4amms, costs, losses and damages arising out of or resulting from any 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 shrill keep the premises Gee 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 wen as all .tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy. by OWNER at Substantial Completion of the Work. CONTRACTOR. shall restore to original condition all property.not designated for alteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any, manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work: or adjacent property to stresses or pressures that will endanger it. Reeord Documents: E I)CGENERAL CONDITIONS 1919-8 (19'Kt Editim) w/ CITY OF FORT (MLLL\S MODHICAT10NS (I?LV A2000) 6,19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda Written Amendments. Change .Orders, Work Change Directives, Field Orders. and written interpretations and clarifications (issued pursuant to paragraph 9:4) in good order and annotated 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 prior to release of Gnat pavment. these record documents. Samples and Shop Drawings will be delivered to ENGINEER for 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 necessary precautions for the safety oll and shall providethe 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 materials and equipment to be incorporated therein, 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 the course of construction. CONTRACTOR shall comply with an applicable Laws and Regulations of any public body having jurisdiction for safety ofpersons or property of to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety, and protection. CONTRACTOR shall notify owners -of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may. affect than, and shall cooperate with them in the protection, removal, relocation anti replacement :of their property. All .damage, injury or loss to any property referred to in paragraphs 6.20.2 or 6.20.3 caused; directly or indirectly, in whole or in part, by CONTRACTOR, anv Subcontractor, Supplier :or any other person or .organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts.any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENrGINEER's Consultant.or arryone employed by any of them or anyone for whose acts any of them may be. liable and not attributable, directly or indirectly; in whole or in part, to the fault or negligence -of CONTRACTOR or any Subcontractor, Supplier :or other person or ;orgatmitation directly or indirectly .employed by any of them). CONTRACTOR's duties and responsibilities for the safety and protection of the Work shall cominue.until such time as all the Work is completed and ENGINEER has issued a 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. SafetyRepresentative: CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and Programs. Hazard Communication Programs: 6,222. CONTRACTOR skull be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with laws or Reaulations. Emergencies: 6.23. In emergencies atTccting thc.safctvor protection of persons or the Work or property of the site or adjacent thereto, CONTRACTOR, without special instruction or authorization front OWNER or ENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give f3NGMEER prompt written notice if CON'I'RA( rOR believes that any significant changes in the Work or variations from the Contract Documents have been Mused thereby, If ENGINEER determines that a change in the Contract Documents is required because ofthe action`taken by CONTRACTOR in response to such an emergency a Work Change Directive or Change Order will be issued to document the consequences of such action 6.24. Shop Drawings and Samples: 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 pamgraph19). All submittals will be identified as ENGINEER may require and in the number of copies specified in the 'General Requirements. The data shown on the Shop Drawings %%ill be complete with respect . to quantities, dimensions, specified performance and design criteria, materials and similar data to show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable ENGINE -ER to review the information for the limited purposes required by pamMph 626. 6242: CONTRACTOR shall also submit Samples to 2,IGMER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as.to material Supplier,-peirtinentdata such as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable ENGINFER to review the submittal for the limited 16 EJC'DC GENERAL CONDMONS 1910-9 (1990 Edition) wJ CT'IY OF FORT COLLI NS MOD1FiCAMNIS (REV 4l2000) purposes required by paragraph6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures: 6.25.1. Before submitting, each Shop Drawing or Sample, CONTRACTOR shall have determined and verified:; 6.25.1.1. all Geld measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping, handling; storage, assembly and installation pertaining to the performance of the. Work, and 6.25A.3_ all information relative to CONTRACTOR's sole resporLsibilitics' in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONNTRACTOR 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. Contrnct Documents. 6.25.2. Each submittal will beara stamp .or specific written indication that CONTRACTOR has satisfied CONTRACTOR's. obligations under the Contract Documents with respect to CONTRACTOR'S review and approvalof that submittal. 6.25:3. At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing, or Sample submitted may have from the requirements of the Contract Documents, such notice to be in,a written communication separatefrom the submittal; aril, in addition, shall cause a specific notation tobe made 6n each Shop Drawing and Sample submitted to -ENGINEER -for review and approval of each such variation 6.26. EING iNEER will . review and "approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 2.9. ENGITNEER's review and approval will be only to determine if the items covered 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. ENGINEER's review and approval will not extend to means; methods, techniques, sequences or procedures of construction (except wherea particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) 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 corrections required by ENGNEFR, and shall return the required number of corrected copies.of Shop Drawings and submit as required new Samples for 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 CONI TRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and ENGINEER has given written approval of each such variation by a :Specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1. 6,28. "'here a Shop Drawing. or -Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by ENGiIN"EER as required by. paragraph 2.9. any related Work performed prior to ENGINEER's review and approval.of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR. Continuing the Work: 6.29. CONTRACTOR shall carry on the Work and adhere to the progress schedule during 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 ONVIN-ER and CONTRACTOR may otherwise agree in writing. 630: CONTRiICTOR's General ib'irranty and Guarantee: 630.i..COA*TR\CTOR warrants and guarantees to OWNUZ, ENGINEER and ENGfNEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR'S warranty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. .abuse; modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 6.30.1.2. normal wear and tear under normal usage. 6.30.2; CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute.an acceptance of Work that is not in 0MCCENIERAL CONDITION519195 (1990 Edtim) cot CITY OF FORT COLL111S MODIFICATIONS (REV 4l1000) accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 630.2.1. cbservationsbyENGINEER: 6.30.2.2. recommendation of any progress or final payment by IIx'GLxTE6R: 630.2.3. the issuance of a certificate of Substantial Completion or any payment by OVIrxTER to. CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by. OWN FR; 6:30.2.5, any acceptance by OWNER or any failure to do so; 6.30.2.6; any review and approval :of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30 .2.7. any inspecti6n, lost or approval by others; or 6.30.2.5: any correction of defective Work by OWNER_ lndenvrifrcation: 6.31. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER ENGI N'EEWs Consultants:andthe officers, directors, employees,, agents and other consultants of each and.any of them 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 casts) caused by, arising out.of or resulting .from the performance of the Work; provided that _any such claim,,cost; loss or damage: (i) is attributableto bodily: injury, sickness; disease or death, or to injury to or destruction of tangible property (other than the. Work itself), including the loss of use resultirtg.therefrom, and (ii):is caused in whole or in part by any.negligent actor omission of CONTRACTOR any Subcontractor, any Supplier,. any. person or organization directly or indirectly employed by any of them to perform or furnish any .of the. Work or anyone for whose acts any of them may be liable, regardless of whether or not caused ih 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 OVI:INIER or L;NGINEER or,anyof their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR: any Subcontractor. any Supplier. any person or organization directly or indirectly employed by 17 �J F1 1 any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under. paragraph6.31 shall not be limited in any way: by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers' compensation acts; disability benefit acts or other employee benefit.aets. 6:33. The. indrmniLtcation obligations of CONTRACTOR under paragraph 6.31 s} 1 not extend to the liability. of ENGINEER and ENGMEER's Consultants. officers, directors, employees or. agents caused by the professional. negligence, errors or omissions of any of them. Sunival oj0¢ligations- 6.34. All representations, indemnifications, warranties and guarantees made irt, required by or given in accordance with the Contras Documents; as well as. all continuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptanceof the Work and termination or completion of the Agreement. ARTICLE 7--OTHER WORK Related IVark at Site. 7.1. OWNER may perform other work related to the Project at the site by OIANER's own. forces, or let other direct contractstherefor which shall contain General .Conditions sim ilar to these, or have other work performed by utility owners. 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 priitor to starting any such other work and ()CONTRACTOR may make a claim therefor as provided in Articles I I and 12 if CONTRACTOR believes that such performance %Sill involve additional expense to CONTRACTOR or requires additional time and the parties are minable to agree as to the amount or exiem thereof. 7.2. CONTRACTOR shall'allord each other contractor who is a party to such a direct commct.and each utility owner (and OWNER; if OWNER is performing the additional work with OWNER's employees). proper and safe access,to the site and a .reasonable opportunity for the introduction and storage of materials and 'equipment and the execution 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 of the Work that may be required to make its several parts come together Properly . :and integrate with such other work. CONTRACTOR shall not endanger.any work of others by cutting, excavating or otherwisealtering their work and will only, cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable EJCDC GENERAL CONDITIONS 1910.811990 Editicnl w/ C7TY OF FORT COMM MODIFICATIONS (REV 4P000) provisions for the benefit of CONTRACTOR 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 CONTRACrows Work depends upon work performed by others under this Article 7, 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 unsuitable for the'proper execution and results of CON'TRACTOR's Work. CONTRACTOR's failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in such other work. Coordination: 7.4. If OWNER contracts with others for the performance of other work on the Project at the site. the following will be get forth in Supplementary 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. thespecific matters to he :covered by such authority and responsibility will be'itemized; and 7.4.3. the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibilityy in respect of such coordination. ARTICLE 8-OWNER'S RESPONSMILITIES 8.1. Except as otherwise provided in these General Conditions; OWNTFR 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-CONTR-ACTOR-mak,es-no-reasunable-objzcticxt; whose status under the Contract Documents shall be that of the former ENGINEER 8.3. OWNER •shall furnish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in.paragraphs 14.4. and 14.13. 8A. OWNER's duties in respect of providing lands and easements and Providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph 4'2 refers to OWNER'S identifying aril making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents. of purehilsin and a e-set forth-iirparagraphs-5-S-through S-10: 8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. OWNERS responsibility in respect of certain inspections. tests and approvals is set forth in paragraph 13.4. 8.8: In connection with OWNER's right to stop Work or suspend "Wort;, see paragraphs 13.10 and 15.1. paragraph 15.2 deals with OWINER's right to terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for. CONTRICI'OR's 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 furnishing or performance of the Work. OWNi ER will not be responsible for CONTRACTOR'.s failure to perform or furnish the Work in accordance with the Contract Documents. 8.10. Otte. SWs . sibility in resp mere andi e{ d Is bestcrgPC:Rst?eweletim, Hazardaus Waste Radieaetivrlateriaifuneevered�r revealed at -the -site -is t* feFt i Far-agraph 4.5. . 8A 1. if and to the extent OW?iER.has grit to ftiniish —WE PD A(`T/lD tiles M f f arrangements-have-lien-made-to--satisfr.04bNGR's R's responsibility-in-reTeet-thereof-w i bl-be-as-set-forth-in-t lie Supplementary-Gonditions- ARTICLE. 9-LNGINT.FR'S STATUS DURING CONMUCTIOI• 0WA R'sRepresentative: 9.1. ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER. as OWNER's representative during construction are set forth in the. Contract Documents and shall not be extended, without written consent of OWNER and LT GINEER bisib 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 design professional the progress E;JCDC GENERAL. CONDITIONS 191" (1990 Ed lion) w-! CITY OF FORT COLLINS MODIFICATIONS (RL•"V ,V2000) that has been made and the quality of the various aspects of COINTRACTOR's executed Work. Based on information obtained during such visits and observations. LNGINEER will endeavor for the benefit of OWNER to determine. in general, if the Work is., proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous on - site inspections to check the quality of quantity of the Work. ENGINEER's efforts will be directed toward providing for OWNER a greater degree of.confidence that the completed Work will conform generally to the Contract Dvcuments...Onthe basis of such visits and on - site observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard_OWNTER against defective Work. ENGINEEWs visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without limitation, during or as a result.of ENGINEERS on -site visits or observations of CONTRACTOR',; 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 incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. Project Representative: 9.3. If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more continuous observation of the Work. The responsibilities and authority and limitations .thereon of any such Resident Project Representativeand assistants will be as provided in paragraphs 9.3..and 9.13 Conditions of these .General Conditions. If OWNER designates :another representative or agent to represent OWINER.at the site who is not EINGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in. t>inragraph 93 9.3.1. The Representatives dealings in matters pertaining to the on -site work wilt in general, be with the ENIGINEER and CONTRACTOR. But, the Representative will keep the OWNER proper v advised about •such matters. The Representative's dealings with subcontractors will only be through or with the full knowledee and . approval of the CONTRACTOR 9.3.2. Duties and Responsibilities. Representative will; 9.3.2.1. Schedules - Reviewthe progress 19 F1 schedule and other schedules prepared by the CONTRACTOR and . consult with the LNGINEER concerning acceptability, ' 9.3.2.2. Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruclion conferences. _grogess meetings and . other job conferences and prepare and ' circulate copies of minutes of meetings, 9.3.2.3: Liaison 9.3-2.3.1. Serve as ENGINF,ER'S liaison ' with CONTRACTOR working. principally through CON -TRACTOR'S superintendent to assist the CONTRACl'OR in understanding the.Contract Documents. 9.3.2.3.2. Assist in obtaining from OWNER additional details or information; when mired, for proper execution of the Work. 9.3.2:3.3. Advise the ENGINEER and ' CONTRACTOR of the commencement of any Work requiring_ a Shop Drawing or sample submission if the suhmission has not bccn approved by the FNIGIieTEER. H 9 3.2:4:Review of W� ej�etton of efective lirork, lns xcctions andTests - 93.2.4.1. Conduct on=site observations of the Work in progress to assist the ENGTNEER in determining that the Work is proceeding in accordance with the'Contract Documents. 9:3?.4.3. Accompany visiting 'inspectors representing public or other agencies having jurisdiction over the Proiect_. recdwd the results of these inspections and- report to the ENTTG1NF_ER. 9_3.2.5. Interpretation of Contrtct Documents. Report to ENGINEER when clarifications and interpretatioms of the Contract Documents are needed and trarrimit to CONTRACTOR clarification and interpretation of the Contract Documents. as issued by the ENGINEER 9.3.2.6. Modifications. Consider and evaluate CONTRACTOR'S suggestions for EJCDCGENLRAL CONDITIONS 1'9I0-8 (1990 Editiac) �0 w/ CT Y OF FORT COLLINS MODIFICATIONS (REV V1000) modification in Drawings:or Specifications and report these recommendations to ENGNEER. Accurately transmit to CONTRACTOR decisions issued by the ENGINEER 9.3.2.7. Records. progress reports and other project documents: 9.3.2.T2.Keep a diary, daily report form, or log book, recording- hours on the job site, weather conditions, data relative toquestions-of work directive changes Change Orders, or changed conditions, list of job site visitors, dailvactivities, decisions, obscryations .in general and ccific observations in more detail as in the caw; of serving test procedurm send co its to the hNGINEER. 9 3.2.73. Record names. "addresses and telephone numtxrs of all CONTRACTORS. subcontractors and major_suppliers of cquirmtent and materials. Jr. —8RzpS»!� 9.3.2.8.1. Furnish ENGINEER periodic report asrequired of the progress of the Work and 'of the CONTRACTORS ej mp IgDt to wi% the_plWgm schedule and schedule of shop . Drawing and sample submittals. 93_2.8;2. Consult with _L'NGR!KE-j in advance of schedutim, major tests insxctions or start of important phases of the Work. 9.3 2.8.3. Draft proposed Change Orders and W6rk Directive Charges, obtaining backup material from the CONIRAGfOR and 1recommend to ENGINEER Change Orders. Work Directive 'Changes and field orders 9.3.2.8.4. Report- immediately to ENGINEER and OWNER the occurrence of anv accident. 9.3.2.9. Payment Requests. Review application for payment with CONTRACTOR for compliance with the established procedure for their submission and forward with recommendation to ENGINEER, noting panieularly the relationship of the pg ent requested- to the schedule of values work completed and materials and equifttent delivered at the site but not incorporated m the Work. 9.3.2.10. Completion: 9.3.2.10.1.. Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items re_c iriit; correction or completion, 9.3?:10.2. Conduct final inspection in the companv of the ENGINEER, OWNER and CONTRACTOR and prepare a final list of items to be corrected 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 concernirts acceptance. 9.3.3. Limitation of Authoritv; The Representative shall not: 9.3.3.1. Authorize arty deviations from the Contract Documents or :accept any substitute materials or equipment unless authorized by the ENGINEER. 93.3.2. Exceed limitations of ENGINF`.ER'S authority as set forth in the Contract Documents. 9.3.3:3. Undertake any of the responsibilities of the CONTRACTOR, Subcontractors. or CONTRACTOR'S superinte»dem. 9.3.3A. Advise on or issue directions relative to or assume control over any sNct of the means, methods _technictues. sequences or procedures or construction unless such is Mu! c cafl called for in the Contract Documents. 9.3.3.5. Advise on or issue directions re Mina or assume control over safety precautions and prolgams in connections with the Work. - 9.3.3.6. Accept Shop Drawings or sample submittals :From anvone other than the CONTRACTOR. 93.17. Authorize OWNER to occupy the Work in whole or inpart. 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by the ENGINEER. Clarifications and Interpretations: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EJCDCGhNERAL CONDITIONS 191" (1990 E(tition) w1 CITY OF FORTCOLLINS MODIFICATIONS (RE-V 4r000) 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 inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If OWNER 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 cadent thcreo[ if any. OWNER or CONTRACTOR may make :a written claim therefor as provided in Article I I or Article 12. Authorized Variations in •Work: 9.5. 1-,NGTNEF..R may -authorize minor variations in the Work frorn the requirements of the Contract Documents which do not involve an adjustment 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 may be accomplished by a Field Order and will .be binding on OWNER and also on CONIRACTOR who shall perform the Work involved promptly. if OWNER or CONTRACTOR believes that a Field Order justifiesan adjustment in the Contract Price or the Contract Times and'the partias`are tenable to agree as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 1 I or 12. . Rejecting Defectn-e.Work- 9.6. ENGINEER will.have•authority to disapprove or reject Work which ENGINEER believes to he cbfective, or that ENGINEER believes 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 functioning whole as indicated by the Contract Doeumems: ENGINEER will also have authority to require `special inspection or testing of the Work as provided in parauraph 13.9, whether or not the Work is fabricated, installed or.completed. Drop Drawings, Change Orders and PaFnrents. 9.7• In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. 9.8. In cormection %it}i ENGINEERS authority as to Change Orders, see Articles 10, 1 I: and 12. 9.9. In connection with ENGrNEER's authority .as to Applications for Payment, see Article 14. Determinations for Unit Prices: 9.10. ENOINEEk will determine: the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACIOR the ENGINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application ' 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit ' Price Work. 5.1.1. Prior to Substantial Completion, 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 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 tfor payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 15% 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. 1 7/96 Section 00520 Page 3 1 CIS for Payment or otherwise). ENGINEER's written decision thereon will be final and binding upon OWNER and CONTRACTOR. unless; within ten days after the date of any' such decision, either OW -INTER or CONTRACTOR delivers to: the other and to ENGINEER written notice of intention to appeal from ENGINEER's decision and: (i) an appeal from ENGINEER's decision istaken. within the time limits -and in accordance with the procedures set forth in Exhibit 'CC=A; :"Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR. pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has:been entered into. a formal proceeding.is.instituted by the appealiT party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have, with respect to ENGMTEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be. subject to the procedures of paragraph 9.1 L. Decisions on Miputes: 9.11. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge 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 performance and furnishing of the Work and claims under Articles I I and b2 in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER in -writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter 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 lzin of thc occurrence or event; giving rise thereto; and written supporting data will bc.submitted.to ENGINEER, and the other party within sixty clays after the start of such occurrence or. event unless ENGINEER allowsan additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to, ENGINEER and the claimant within thirty days after .receipt of the..claimant's last submittal (unless ENGTNEF.,R allows additional time). ENGINEER,will render a.formal decision in writing within thirty days after receipt of the: opposing party's.submdtal, if any, in accordance with this paragraph. ENGINEER's writien.decision on such claiin,. dispute or other matter wdl be final and binding upon:OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's decisionis taken within the time limits and in accordance with the proccYltues set forth in EXHIBIT .GC -.A. "Dispute Resolution Agreement°,.entered into between OWNER and CONTRACTOR pursuant to Article 16, or(ii) if no such Dispute Resolution Agreement his been entered into, a written notice of intention to appeal from ENGIATEER'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 competent jurisdiction to exercise.such rights or remedies as the appealing 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 EJCDCCANEtALCONDITIONS19103(1990E(itiai) �� `2 w/ CITY OF FORT COLLINS MODIFICATIONS (RIV 4,2000) decision, unless- otherwise agreed in writing by OWi\TR and CONTRACTOR 9,12. When functioning as interpreter and judge under paragraphs 9.10 and 9.11, ENGINEER will not show Ciality to:OXVNFR or CONTRACTOR and will not he le to 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 suchclaim, dispute or other matter (except any which have been waived by the making or acceptance of final. ._payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwisehave under the Contract Documents or by Laws or Regulations in respect of any such.claim. dispute or other matter ent-teArtisie 1 . 9.13. Limitations on EtVGINEER's Authority and Regiomdbifides: 9.13-1. Neither F..NGINEER's authority or responsibility under -this Article 9 or under anv other provision of the Contract Documents norr any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by ENGTNEER.shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agenkof any of them. 9.132. ENGiNEF,R will not supervise, direct, control or have authority over or. be responsible for CONTRACTOTs 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 furnishing or performance,.of the A\rork, ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.1 ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organisation performing or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment and accompanying •documentation and all maintenance and operating instructions, schedules. guarantees, Bonds and certificates of inspection, tests 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 requirements of; and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with. the 'Contract Documents. 9.13.5. The limitations upon authority and responsibility set forth in this paragraph 9.13 shall also Apply to ENTGINEER'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 or.revisions in the Work. Such additions, deletions or revisions. will be authorized by.a Written Amendment a Change Order, or a Work Change Directive. Upon receipt of any such document, .CONTRACTOR shall promptly proceed with the York involved which .will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically. provided). 10.2. If O\1'NER and CONTRACTOR are unable to agree as to the. went, if any, of an adjustment in the Contract Price or an adjustment of the Contract 'Times that should be allowed as a result of a [Mork Change Directive, a claim may be made therefor as provided in Article 11 or Article 12. 10.3: CONTRACTOR shall not be entitled to an incense in the Contract Price or an extension of the Contract Tunes With respect to.any Work performed that is not required by the Contract Documents as amended, modified and supplemented:as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6.23 or in the case of uncovering. Work as provided in paragraph 13.9. 10.4. OWNER. and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4.1. changes.in,the Work which are (i) ordered by OWi`IER pursuant to paragraph 10J. (ii) required because of :acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (ui) agreed to by the parties; 10A.2. changes in the Contract Price or Contract Times,which are agreed to by the 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 Contract Documents and applicable Laws -and Regulations, but during any such appeal. CONTRACTOR shall cant' on the Work and adhere to the progress schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EJCDCGENERAL CONDITIONS 1910E 0990 Editim) u•/ CITY OF FORT COLLI V.S MODIFICATIONS (REV 4l2000) (including, 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 the amount of each applicable Bond will be adjusted accordingly. ARTICLE: 11—CHANGE OF CONTRACT PRICE 11.1. The, Contract Fria: constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. All duties. responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at CONTRACTOR's expense without change in the Contract ['rice. 11.2. The Contract Price may only be changed by a Change Order or by a Written Amendment Any claim for an adjustment in the Contract Price shall bebased 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 or event giving rise to.the claim and stating the general nature of the claim. Notice. of the amount of the claim with supporting data shall be delivered within sixty days after,the start of such occurrence .or event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data.in support of•the claim) and.shall be accompanied by claimant's written statement that the adjustment claimed covers all .known _amounts to which the claimant is entitled as a result of said occurrence or event All claims for..adjustment.ut the Contract Price shall be determined by ENGINEER in accordance with paragraph 9:1 1 if OWNER and CONTRACTOR canrwt otherwise agree on the amount involved: No claim for an adjustment in the. Contract Price uill.be vand.if not submitted in accordance with this paragraph, l 2. 11.3. The value of any Work covered by a .Change Order or of any.claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items. involved (subject to the provisions of 23 Iparagraphs 11.9.1 through 11.9.3. inclusive),. 11.3.2. 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 allowance for overhead and profit not necessarily in accordance with paragraph 11.6.22), ' 11.3.3. when 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 (determined as provided in paragraphs 11.4 and 11.5) ' plus a CONI'RACTOR's fee• for overhead and profit (determined as provided in paragraph 11.6). Cost ofthe Work. ' 1 1 A. The term Cast of the Work means the stun of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OXNNER such costs shall he in amounts no higher than. those prevailing in the ' locality of the Projcct, shall include only the following items and shall not include any of the costs itemized in paragraph 11.5: ' 11.4.1. Pa roll costs for employees in the direct employ of CONTRACTOR in the performance of die Work under schedules -of job "classifications agreed upon by OWNER' and CONTRACTOR. Such employees shall include without limitation ' superintendent% foremen and other personnel employed. full-time 'at the site. payroll wits for employees not employed full -tune on the Work shall be apportioned on the basis of their time spent on the LVork Payroll costs,shall.umcluderbut-not be limited to; salaries and wages plus the cW of fringe benefits which shall include social security contributions, unemployment,, excise and payroll taxes, . workers' compensation; health and -retirement benefits, bonuses; applicable thereto. ' The e\7nenses 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. 11.42. Cost of all materials and equipment furnished and incorporated in the Work, including costs of ' transportation and storage thereof, and Suppliers field services required in connection therewith All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns from sale of surplus. materials and equipment shall accrue to OWNER, and CONTRACTOR shall: make provisions ' so that they may be obtained. 11.43. YNymenis made by CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. If required by OWNER, EJCUCGb'1.bitrU. CONDITIONS I910-8 (1990 Edition) 24 w CITY OF FORT COLLIM MODIFICNnONS (REV 4Q000) CONTRACTOR shall obtaincompetitive 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 bass of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in paragraphs 11.4, 11:5. 11.6 and 11.7. 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 notlimited to engineers, .architects, testing laboratories, 'surveyors; attorneys and accountants) employed for services specifically related to the Work. 11.4.5. Supplemental costs including the following: 11:4.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONf RACTOR's employees incurred in disctcuge of dutiesconrimted with the Work. 11.4.5.2. Cast, 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 consumed in the performance of the Work, and .cost less market value of such items used but not consumed which remain the property of CONTRA( f OR 11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice ofLNGWEER and the costs of transportation; loading, unloading, installation; dismantling and removal thereof -all in accordance, with terms of said rental agreements. The rental of any such equipment, machinery or puts 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. 11.4.5.5. 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 %vith the 1 performance and furnishing of 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 any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER No such losses, damages and, expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fez. It however, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof, CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 11.6.2. 11.4.5.T 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 rash 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 partnership and sole proprietorships), general managers, e%ineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers� clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of joh classifications referred to in paragraph 11.4.1 or specifically covered by paragraph 11.4.4-:ill of which are to be considered administrative costs covered by the CONTRACTOR's fee. 1-1.5.2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the site. 11.5.3. Any part. of CONTRACTOR' capital expenses, including interest on CONTRACTOR'S capital employed for the Work. ;and charges against CONTRACTOR f'or.clelinqutmt 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 same (except for the cost of premiums covered by subparagraph 11.4.5.9 above). W(MCGENERAL CONDITION'S 1919-8 (1990 Editim) w/ CITY OI: FORT COLLIM MODIFICATION'S (REV 40000) 11.55. Costs due to the negligence of CONTRACTOR any Subcortractor, 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 correction of rkfectine 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 included in paragraph 11 A 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 .folloivm percentages of the various portionsof the.Cost oCthe Work: 11.6.2.1. for costs incurred under Nmgraphs IIA.1 and 11.4.2, the CONTRACTOR's fee shal l be fifteen percent; 11.6.2.2, for costs incurred under paragraph 11.4.3, the CONTRACTOR's fee shall be five percent; 11-.6.2.3. 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, 11-4 11.4.3 and ,11.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 11.4.1 and 11.4.2 and that any hiper tier Subcontractor and CONTRACTOR.will each be paid a fee -of-five-percent-of-the=anw�ttnt-paid-to the•ne:ct-lower-tier-Subcontractor: to be neeotiated in good faith with the OWNER but -not to exceed five rcent of the amount paid to the next lower tier Subcontractor, 11.6.2.4. no fee shall be payable -on the basis of costs itemized under paragraphs 11.4.4, 1 1.4.5 and 11.5; 11.6.2.5. 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 fee by an amount equal to Gve percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cost of any Work is to he 25 determined pursuant to paragraphs 11.4 and 1 I.>, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENIGINEER an itemized cost breakdown together with supporting data. Cash Allowances. I I.S. It is 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 furnisher) and performed for such sums as may be acceptable to OWNER and ENGINEER. CONTRACTOR agrcesthat: 11.8.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 11.8.2. CONTRACTOR's 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 Nice and not in the allowances and no demand for additional ltayment on account of any of the foregoing will be valid. ' Prior to final paymtent, an appropriate Change Order will be issued as recommended by ENGINEEK to reflect actual amounts due CONTRA OR on account of Work covered by allowances and the Contract Price shall be correspondingly adjusted. 11.9. fin it Price Work- - 11.9.1. Where the Contract Documents provide that all or part of the kVork is to be Unit Price Work, initially the Contract Price will be deemed • to include for all Unit Price Work 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 compansoR of Bids and determining an initial Contract Price. 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. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTORs overhead and profit for each separately identified item_ 11.9.3. OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article I 1 if 11.9.3.1. the quantity of any item of Unit Nice Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; �G E.JCDCGENERAL COMMONS 1910S(199QEditim) w/ CITY OF FORT COLLINS MODI17CATi NS (REV -1/2000) I and 11.9.3.. there is no corresponding adjustment with respect to any other item of Work; and II,9.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWI TTER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amountof any such increase or decrease. 11.93.4. CONTRACTOR acknowlakes that the O' k% NRR has the right to add.or delete items in the Bid or change quantities. at OWNER'S sole discretion. without aftectirts the Contract Price of arm remainine .item so lone as the deletion or addition does not .exceed twenty-five percent of the oriatnal total Contract Price. ' ARTICLE 12—CHANGE OFCONTRACTTINIES 12.1. The Contract'rimes (or Milestones) may only he 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 io ENGINEER promptly (but in no event later than thirty days) after the occttrrenoe of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimanes.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'ofmid event. Allclaims for adjustment in the Contract Times (or Milestones) 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 Tittles .(or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 111 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 Milestones). due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equalto time lost "due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Articic 7.. fires, . floods, epidemics, 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. 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 Nfilestones) in.an amount equal to the time lost due to such delay shall bc. CONTRACTOR's sole and exclusive remedy for such delay. In no event shall OWNER be 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 () delays caused by or within the control of the CONTRACTOR, or (ii)'delays beyond the control of both parties including, but not limited to, fires, floods, epidemics; abnormal weather conditions, acts of God or acts.or neglect by utility owners or other__ con tractors performing other work as contemplated by Article 7. ARTICLE 13-TF.STS AND INSPECTIONS; CORRECTiON, REMOVAL OR ACCEPTANCE OF DEFF(-71111-,- WORK 13.1. Notice ofDefeets.• Prompt -notice ' rompt notice, of all defective 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 Article 13. Access to Work: 13.2. OWNER ENGINEER. ENGINEER'S Consultants, other representatives and personnel of OWNER, independenttestinglaboratories and governmental agencies with jurisdictional interests will have access to the Work at reasonable -times for their observation inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access 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 noticed readiness of the: Work for all required inspections. tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 13.4.1for 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 EJCDCGENERAL CONDITIONS 191M (1990 Edtim) w/ CITY OF FORT COLLMS MODll1CATIONS t,RL•'V 4/20901 below shall be paid as provided in said paragraph 13.9; and 13.4.3. as otherwise specifically provided in the Contract Documents. 13.5. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public ,body. CONTRACTOR shall assume full responsibility for arranging and obtaining such.inspections. tests or.approvals, pay all costs in connection thercxvi , and furnish ENGINEER the required certificates of inspection or approval, CON7'R4CTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for OW'ATER's and ENGINEER's.acceptance of materials or equipment to be incorporated in the Work; or of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. 13.6. If any Work (or the work of others) that is to he inspected, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGiNTEfiR, he uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR'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. Uncemering Work: 13.8. If any Work is covered contrary to the written request of ENGINEER, it must, d requested by ENGINEER, be'uncovered. for ENGINEER's observation and replaced at,CONTRACTOR's expense. 13:9. if ENGINTEER considers it necessary or advimble that covered 'Work be observed bv. E\rGItNEER or inspected. or tested by others, CONTRACTOR at ENGINEER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question, furnishing all ,necessary labor, material and equipment If it is found,that such Work is defective. CONTRACTOR. shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure; observation, inspection and 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 parties are unable to agree as to the amount thereof may make a claim therefor as provided in Article 11. IL however, such Work is not found to be d?fectne,.CONTRAC£OR 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 I 1 uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if the parties are unable to aLuec as to the amount or extent thereo[ CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. OWNER May Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable.materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, .OWNER may order. CONTRACTOR to stop the Work, or any potion thereof, until the cause for such order has been eliminated; however; this.right of OWNF..R 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 or. any surety or other pain. Correction or Removal ofDefecdve 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 by ENGINEER, remove it from the site and replace it with Work -that is not defective. CONTRACTOR shall pay all claims, costs, to scs and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacementpf work of others). 13.12. Correction Period 13.12.1. If within one Year two vcars after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the'ContraaDocuments or by any specific. provision of the Contract Documents, any Work is found to be clifective, CONTRACTOR sf> ll promptly,without cost to OWNER and in accordance with OWNER's_ written instructions: (i) correct such defective Work, or, if it has been rejected by.OWNT ER, remove it from 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 work.of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, 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 and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR 13.12 2. In special circumstances where a particular item of -equipment is placed in continuous service before Substantial Completion of all the Work; the correction period for that item may.start to run from an earlier date if so provided in the Specifications or by Written Amendment 13.12.3. Where defective Work (and damage to other EJCDCGE-N RAL CONDITIONS 19105 (1990 Edition) w/ (,'ITY OF FORT COLLINS MODIFICATIONS IRIV 4! 000) 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 one year two year after such correction or removal and replacement has-been satisfactorily completed Acceptance ofDefecdve Work: 13.13. If, instead of requiring correction or remuval and replacement of defective Work, :OWNER (and, prior to ENGMEER'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 OWNER's evaluation of and determination to accept such defective Work.(such costs to be approved by ENGLNEER as to reasonableness). If any such aoccptancc occurs prior • to ENGIINFER's recommendation of final payment, a Change.Order will be issued incorporating the necessary revisions. in the Contract Documents with respectr to, the.. Work. and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 1,1: If.thc acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to.OWNER. OWNER Mav Correct Defective Work: 13.14. if CONTRACTOR fails. within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR: failsto perform the \York. in accordance with the Contract Documents, or if.CONTRACTOR &tils to comply with any other provision of the Contract Documents, OWivNER may, after seven days'- written notice to CONTfRACTOR; correct and remedy any such deficiency. .In exercising the. rights and. remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and, remedial action, OWNER may exclude CONTRACTOR from all or -part of the site, take possession of. all or part:of -the Work, and suspend. CONTRACTORS services related thereto, take possession of CONTRACTORS tools appliances. construction .equipment and machinery at the site and incorporate in the .Work all materials.: and equipment stored at the site or for which 01'VNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR :shall allow OWNER, OWNER's representatives. agents and employees. OWNER's other contractors and ENGINEER and ENGIINEERs Consultants access, to the site to enable OWNER to exercise: the: rights and remedies under this paragraph All claims; costs, losses and damages incurred or sustained by OWNER in exercisi rig such rights and, remedies will tie charged against CONTRACTOR and a' Change Order will be issued incorpuratiitg the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof. OWNER may make a claim therefor as provided in Article 11. Such claims, costs, 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 CON'TR.ACTOR's defective Work. CONITRAC TOR shall not be allowed an edension of the Contract Times (or Milestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies hereunder. ARTICLE 14-=PAYNIFNT'S TO CONTRACTOR AND CON[PLETTON Schedule of Values: 14.1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Pro gress.payments on account of Unit Price Work loll be based on the number of units completed. Application for Progress Payment. 14.2. At least twenty days before, the date established for each progress payment (but not more often thin once a month), CONTRACTOR shall submit to ENGINEER for review an Application for 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. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably .stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied'by a bill of sale,.invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance andother arrangements to protect OWNER's "interest therein, all of which will be satisfactory to OWNER. The amount of retainage with respect to; progress payments will be as stipulated in the Agreement: Any funds that are withheld by the OWNER shall not be subiect�.to substitutionbv the CONTRACTOR with securities or any arrangements involving tm escrow or custodians}iip. By gxecutirg 1e application for oay_mzrtt form the.CONITRACTOR expressly waives his ripht to the benefits of•Colorado Revised Statutes, Section 24-91I01, et seq. CONTP-4CTOR's Warrantj. of Title. 1.4.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time ofpayment free and clear of'all Liens.. Review of.4pplications for Progress Payment.- 14.4: ENGINEER will. within ten clays. after receipt of each .Application for .Pavrnent, either indicate in writire a EJCDCCENERAL CONDITIONS 1910S (1990 Editim) a•/ CITY OF PORT COLLINS MODIFICATIONS MEV 4!'0001 recommendation of payment and present.the Application to. OkXINTER, or return the Application 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 Payment to OWNER with ENGL\IEER's recommendation. the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due, and when due will be paid by OWNER to CONTRACTOR 14.5. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by 1NTGINEER to OWNER, based on ENGINEER's on=site observations of the executed Work as an experienced and qualified design professional and on ENGINEER's review of the Application for Payment and the accompanying data and schedules. that to the best of ENGINEEWS 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 accordance with the Contract Documents (subject to an evaluation of the Work" as a functioning whole prionto 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 Unit Price Work under paragraph 9.10, 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 fulfilled insofar as it is ENGINEER's responsibility to observe the Work. However, by recommending any such payment ENGIINTEER will not thereby be deemed to have represented. that: (i) cxhaustive or continuous on site inspections have been made to check the quality or the quantity, of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Pkxuments,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 OWNER to withhold payment to CONTRACTOR. 14.6. BNGINEERs recommendation of any "payment, including final payment; shall not mean that ENGINEER is responsible for CONTRACTOR's 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 tarnishing or performance: of Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if; in E\i TGENEER's.opinion. it would be incorrect to make the representations to 29. OWNER referred to in paragraph 14.5. ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEER's copinion to. protect O\ NFR 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 Amendment or Change Order, 14.7.3. OWNER has been required to correct defective Work or complete Work in accordance with paragnaph I114, or . 14.7:4. ENGINEER has actual knowledge of the occurrence of ant .of the events enumerated in paragraphs 15.2.1 through 15.2.4 inclusive. OWNER may refuse to make payment of the fill amount recommended hv-ENGINfER because: 14.7:5. claims have been ,made against OWNER on account of CON'I'RAC1'OR's performance or furnishing of the Work;. 14.7.6. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure die satisfaction and discharge of such Liens, 14:7.7. 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 an 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 so withheld, or, any adjustment thereto aLTeed to by OWNER and CONTRACTOR., when CONTRACTOR corrects to OW'NE-R's satisfaction the reasons for such action Substantial Completion: 14 8. When CONTRACTOR considers the entire 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. OWNER, 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, ENGL VEER will notify CONTRACTOR in writing giving the reasons therefor. If F".NGINEER iU EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) I� considers the Work substantially .complete. ENGINEER will prepare snd.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 considering, such objections, ENGINEER:.concludes Ural the Work is hot.substantially complete, ENGINTER will within .fourteen .days. after submission of the tentative certificate to OWNER notify CONTF ACTOR in writing, stating the reasons therefor: If. after consideration of OWNER's objections, ENGINEER considers the Work substantially complete. .ENGINEER will within said fourteen 'days execute :and deliver to OWNER and CONTRACTOR a definitive certificate of .Substantial Completion (with a revised tentative list of items to be completed or corrected') reflecting such changes from the tertative.certificate as ENGINEER believes justified after consideration of any objections from OWNER_ At the time of delivery of the tentative certificate of.Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, heat; utilities,insurance and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise to writing.and so inform ENGINEER in-.vriting prior to.ENGINFhER'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 to exclude COINITRAGTOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct itetms,on the tentative list Partial Utilization: 14.10. Use by OWNER at OWNER's option of any substantially completed part of the Work, which: (i) has specifically been identified in the Contract Documents, or (u) 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 accomplished, prior to Substantial Completion of all the Work subject to the following: 14.10.1.OkNWER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will .certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the. Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENG tNEER to issue a certificate of Substantial Completion for that part of the Work. Within reiisonahle time after either such request, .OWNER CONTRACTOR and ENGINEER shall make an inspection of .that part of the Work to determine its status of completion If LNGLNEER does not consider that pan of the Work to be -substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reason§.therefor. If ENGINEER considers,that part of the Work to be substantially completc, the provisions of paragraphs 14.8 and 14.9 will apply with respect to certification of Substantial Completion.of that part of the Work.and the'division of responsibility in respect thereof and accessthereto. 14.10:2. . No,occupancyor separate operation of part of the Work will.be accomplished prior to compliance with the requirements of rximgmph.5.15 in.respect of property insurance. final Inspection: 14.11. Upon written notice from CONTRACTOR that the attire Work or an agreed portion thereof is complete, ENGINEER will make a final.inspection with OWINTER and:CONfRACTOR. and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR sliall immediately take such measures as are necessary to complete such work or remedy such.deficiencies. Final Applicaaion for P6 Frnsenr 14.12. After CONTRACTOR 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. following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) aU documentation called for in the Contract Documents, including but not limited to the evidence of insurance required bj' subparagraph 5.4.13, (ii) consent of the surety, if any, to final payment, and (ui) complete and legally e(feclive releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in correction with the Work. In lieu of such. releases or waivers of Liens, and as approved . by OININER CONTRACTOR may furnish receipts .or releases in full and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for 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 OWNI R's property might in.any way be responsible have been paid or otherwise satisfied_ If any Subcontractor or -Supplier fails EJCDC GENERAL CONDITIONS 191 pS (19W Edtim) IV/ CITY OF FORT COLLINS MODIFICATIONS (RLV 42000) to furnish such a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWivfER to indemnify OWNTER against any Lien Releases or waivers of liens and the consent of the surety to finalize payment are .to be submitted on fortes confotmineto the format'of the"OWNER'S standard forms bound in the Proie� ct manual. Final Payment andAcceptance: 14.13. If, on the basis of ENTGINEER's observation of the Work during. construction and final inspection, and ENGINIEER'sreview:ofthe final Applicationfor Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has. been completed and CONTRAC'rOR's other obligations under the Contract Documentshave been fulfilled, F-NGiiNF.ER will, within ten days after receipt of the final Application for Payment, indicate in writins ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time E'NGiNEER will also give written notice to OWNS R and CONTI- ACTOR that the Work is acceptable subject to the provisions of Mragraph 14,15. Otherwise, ENGINEER will return the Application to CONTRACTOR, u)dicating in writing the reasons for refusing 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- form and substance and with ENGWEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to .pgragrarih 17.6.2 of these Ganz 1 Conditions. 14.14. If through no fault of CONTRACTOR, final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shaft, upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGIINEER and without terminating the Agreement; make payment of the balance due for that portion. of the Work fully completed and accepted. if the remaining balance to be hell by OWNER for Work not fully completed or corrected is less. than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to E NG iNEER with the Application for such payment. Such payment shall be made under the terns and conditions governing final payment except that it shall not constitute a waiver of claims. Waiver of Claims: 14.15. The making and acceptance of final payment 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 31 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 Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the ' provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. ' 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing. Underground Facilities at or contiguous to the site and assumes responsibility for the ' accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of ' paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and ' conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and ' the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS ' 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, ' Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. ' 7/96 Section 00520 Page 4 1 J l 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 CON'TRACTOR's continuing obligations under the Contract Documents; and 14.152. A waiver of all claims by CONTRACTOR against OWNER other.than those previously made in writing and still unsettled. ARTICLE 15-5-SUSPENSION OF 11'ORK AUND TERMINATION 0IVNER May Suspend lVark: 15A. 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 w711 fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fxed. CONTRACTOR shall.be allowed an adjustment in the Contract Price or an extension or the Ciuntracv Tirites, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER Mav Terminate: 15.2. Upon the occurrence of any one or more of the following events; . 152.1. if CONTRACTOR persistentl}, fails to perfomt the Workin accordance with the Contract Documents (including, 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 2.9 as adjusted from time to time pursuant to paragraph 6.6); 15.12. if CONTRACTOR disregards I.aws or Regulations of any public body haviiug jurisdiction; 152.3. if CONTRACTOR disregards the authority of ENGINEER; or 15.2A. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; OWNER may, after giving CONTRACTOR (and the surety, if any) seven days' written notice and to the extent permitted. byl 6w5 aiul Regulations, terminate the services Of CONTRACTOR, exclude' CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR's tools; appliances, construction equipment and machinery at the site'and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid EJCDCGENERALCONDITIONS191M(1990EcStion) 32 col0IT OF FORT COLLINS AIWIN CATIONS %L-V 4,?000) CONTRACTOR. but which are stored elsewhere, and finish the Work as OWNER may deem .expedient., In such rasa CONTRACTOR shall 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: and damages sustained by OWNER arising out of or resulting from completing the Work such excess will be Amid to CONTRACTOR Ifsuch 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 E�j ENGINEER incorporated in a Change Order, provided tthhat when exercising any rights or 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 any 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 CONrIR_,\cT6R from liability. 15.4. Upon seven days written notice to CONTRACTOR and ENGINEER, OWNER may, without cause.and without prejudice to any other right or remedy of OWNER, elect to terminate the Agreement. In such case, "CONTRACTOR shall be paid (without duplication of Any items): 15.4.1. for completed and acceptable. Work executed in accordance with the Contract Documentsprior to the effective date of termination, 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 Contract Dauments 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 15.4A. for reasonable expenses 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 Ala/' Stop Work or Terminate: 15.5. IC through no 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 ENGINEER fails to act on any Application for Pavment within thirty days after it is submittal or OWNER fails for thirty days to pay CON,rRACFOR any sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER, and PNGrNTEER and provided011NNER or ENGINEER do not remedy such suspension or failure within that time, terminate the: Agreement and recover from OWNER payment on the same terms as provided in paragraph 15.4. In lieu of.terminating the Agreement and without prejudice to any other right.or remedy, if ENGINEER has -failed to act on an Application for Payment within thirtydays after it is submitted or OWNER has faded for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to 01", ER and ENGINEF,R stop.the Work until payment of all such amounts due CONTRACTOR including interest thereon The provisions 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 CONTRACTOR'S stopping Work as permitted by this paragraph. ARTICLE 16—DISPUTE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall he as set forth in Exhibit GC -A, "Dispute Resolution Agreement", to be attached hereto and made a part hereof. If no such agreement on the method and procedure .for resolving such disputes has been reached, and subject to the provisions of paragraphs9,10, 9.11 and 9.12, OIANI M and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17—INUSCELLAINEOUS Giving 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 member of the firm, or to,an officer of the corporation for whom it is intended. or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.2. Computation of Time: 17.2.1. 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 last day of such period If the last day of any such period falls on a Saturday or Sunday or.on a day made a, legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. EJCDC GENERAL CONDITIONS 1910.3 (1990 E(itim) w/ CITY OF FORT COLLINS MODIFICATIONS (RL•'V 4l1000) 17.2.2, A calendar day of twenty-four hours measured from midnight to the next midnight will constitute a day. Notice ofC7ainr 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.Cuniulative 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, 6.16, 6.30, 6:31, 6.32, 13.1, 13.12, 13.14, 14.3 and 15.2 and all of the rights.and remedies available to OWNER and F.,NGINTEER thereunder, are in:addition to, and are not to be construed in,any 'way as:a limitation of, any rights 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 provisions of this paragraph will be as effective as if repeated specifically in the 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", itshall include in each case., but not be limited to, all fees and.eharges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado appl}_ to this reement Reference to hto bertinent Colorado statutes are as follows 17.6.1. Colorado Revised Statutes (CRS 8-17-101) re�tic ire that Colorado labor be.emploved to perform the Work to the extent of not less than SO percent (80%) of each type or class of labor in the several classifications of skilled and common labor emploved on the project: Colorado labormeans any person who is a bona fide. resident of the State of Colorado at the time of employment, without discrimination as to race. color, creed, age, religion or sex. 17.6.2 If a claim is Filed OWNER is required by law (CRS 35-26407) to withhold from.all payments to CONTRACTOR sufficient funds to insure the payment of -all claims for labor; :materials, team hire, sustenance, provisions, provender, or other supplies used or consumed by CONTRACTOR or his 33 1 ' EJCDC UNERAL CONDITIONS 1910-9 (1990 Edition) 34 p,/ (CITY OF FORT COLLINS MODIFICATIONS (REV 42000) (('his page left blank intentionally.) EICDCGENERAL CONDITiUh5191" (1990 E(itim) 35 ' a•/ CITY OF FORT COLLLI S MOD117CATIONS (REV AR000) ' EJCDC GENERAL CONDITIONS 19104 (1990 EcUtion) 36 w/CITY OF FORT COLLINSMOUIFICATIONS(RE V4P000) 1 11 EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUI•ION AGREENIFuNT 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: 16.1. All claims, disputes and other matters in question between OWNER and COI\TRAGfOR 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 Irtclustry 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 earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to 0,JGLNEER 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 9.1 I; and the failure to demand arbitration within said thirty days period will result in ENGMTEER'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 will 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 information The demand for arbitration will be made Within the thirty -clay or ten-day period specified in paragraph 16.2 as applicable, and 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 1910-311990 EditiaU w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199) 10A. Except as provided in paragraph 16.5 below•, no arbitration arising out of or relating to the Contract Documents shall include by consohdation, joinder or in any other manner any other person or entity (including ENGINEER. ENGINEER's Consultant and the officers. directors, 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 entitv 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 het%vicen 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 Subcontractor consents to lying 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 ENGE\TER's Consultants that does not otherwise exist. 16.6. The award rendered In, the arbitrators will be final, judgment may he 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 the)' 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 tcrt 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 time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submittal to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed. GC -Al 1 I EJCDC GENERAL CONDITIONS 1910-5 (1990 E(filion) ' w/ CITY OF FORT.COLLINS MODIFICATIONS (REV 9194) QC -A I SECTION 00800 SUPPLEMENTARY CONDITIONS 7 ' 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, 1,990 edition with City of Fort Collins modifications) and other provisions of the Contract ' Documents as indicated below. ' SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. ' The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 ' Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 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. ' 5.4.6The 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). I 11 Section 00800 Page 1 . SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment Rev 07/08 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. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: 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 I The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7/96 Section 00520 Page 5 1 1 1 1 1 1 1 1 1 1 1 1 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE:6046 2009 Renewal CONTRACTOR: Vogel Concrete PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDER TOTAL PENDING CHANGE ORDER TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved ACCEPTED BY: 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 Rev 07/08 $ .00 0.00 0.00 0.00 $ 0.00 DATE: DATE: DATE: DATE: DATE: Section 00950 Page 1 Section 00960 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: Net Change by Change Order $0.00 Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before .Retainage: $0.00 Less Retainage: 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: By: Rev07/08 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 Unit Number Description Quantity Units Price Amount Qty $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $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 This Earned Percent 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 Rev07/os Section 00960 Page 2 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 Rev 07/08 Section 00960 Page 3 _ _ _ _ _ _ _ _ _ _ _ M-M M MIMI M M 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 Rev07/08 Section 00960 Page 4 2009 CONCRETE MAINTENANCE PROJECT GENERAL REQUIREMENTS INDEX SECTION 01010 Summary of Work 01040 Coordination 01310 Construction Schedules 01330 Survey Data 01340 Shop Drawings 01410 Testing 01510 Temporary Utilities 01560 Temporary Controls 01700 Contract Closeout 01800 Method of Measurement and Basis of Payment PAGE NUMBERS General Requirements 1-2 General Requirements 3-4 General Requirements 5-6 General Requirements 7 General Requirements 8-10 General Requirements 11-12 General Requirements 13 General Requirements 14-15 General Requirements 16 . General Requirements 17 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. 11 General Requirements - Page I of 17 UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat Kreager 970.566.4416 Telephone: UNCC / 1-800-922-1987 Local Contact: Debbie Kautz 970.689.0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Comcast 493-7400 Utility Notification Center of Colorado (UNCC) - 811 1-800-922-1987 AGENCIES Safety: Larimer County Sheriffs Department: Occupational Safety and Health Administration Non -Emergency: 221-7177 (OSHA): 844-3061 Fire: Ambulance: Poudre Fire Authority Poudre Valley Hospital Non -Emergency: 221-6581 Non -Emergency: 484-1227 Emergency: 911 Emergency: 911 Police: City of Fort Collins Police Department Non -Emergency: 221-6540 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION General Requirements - Page 2 of 17 u 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