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HomeMy WebLinkAbout267431 NORTHSTAR CONCRETE INC - CONTRACT - BID - 6088 CONCRETE MAINTENANCE PROJECT PHASE II (3)Financial Services City Purchasing Division 215 N. Mason St. 2nd Floor ' Of Fort I PO Box 580 Fort Collins, CO 80522 Collins 970221.6775 7 970.221.6707 fcgov.com/purchasing Purchasing 1 SPECIFICATIONS 1 AND ' CONTRACT DOCUMENTS FOR Concrete Maintenance Project Phase II ' BID NO. 6088 — 2011 Renewal 1 1 ' PURCHASING DIVISION ' 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS I [1 II 11 Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. ' 7.2 Forms for use by CONTRACTOR in performing actions in carrying out the terms of this Agreement Documents and incorporated herein by this reference, and limited to, the following: 7.2.1Certificate 7.2.2Certificate ' 7.2.3Lien Waiver 7.2.4Consent of 7.2.5Application 7.2.6Application l of Substantial Completion of Final Acceptance Releases Surety for Exemption Certificate for Payment the Work and related are deemed Contract include, but are not Section 00520 Page 4 I 1 SECTION 01310 ' CONSTRUCTION SCHEDULES 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. 1 B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION 1 1 1 1 1 1 1 1 i 1 1 General Requirements - Page 6 of 17 1 1 SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS A. The Owner will provide the construction surveying for the street and landscaping improvements. CitySurvey Crews will perform the surveying required. B. The Contractor must submit a survey request forth to the City Surveyors a minimum of 48 hours prior to needine surveyine. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re -staking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION General Requirements - Page 7 of 17 I I SECTION 0114" SHOP DRAWINGS 1.1 GENERAL ' A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. I. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 0 13 10, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together wilt 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: I. 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 Itransmitted to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be 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 retumed 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 - Pale 3 of 17 SECTION 1340 SHOP DRAWINGS 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. I. 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: I. 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 %i' x I I". 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. [ndividually 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. General Requirements - Page 9 of t7 11 1 1 I 1 1 I i 1 1 1 1 1 1 1 1 i 11 SECTION 01340 SHOP 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. 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: I. 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 maybe 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 11 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. 13 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: I. 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 ofall items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor' s control system shall specifically include all testing required by the various sections of these Specifications. General Requirements - Page I 1 of 17 I SECTION 01410 TESTING B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets ofthe 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 coverall 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 I 1 ' General Requirements - Page 12 of 17 SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure from public view to the greatest practical extent. END OF SECTION General Requirements - Page 13 or 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 ofdrains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. ' 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. I1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. I 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. rB. 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 Nlanual. General Requirements - Page 14 of 17 SECTION 01560 TEMPORY CONTROLS 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the "Manual of Uniform Traffic Control Devices" (MUTCD), the Cityof Fort Collins "Work Area Traffic Control Handbook," and the current "Latimer County Urban Area Street Standards." In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. 1.6 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION General Requirements - Page 15 of 17 I ' 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: ' None. The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers n/a to n/a, inclusive. 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 3.1 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. I 1 Section 00520 Page 5 1 i 1 SECTION 11700 1 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 1 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. 1 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 i 1 1 1 1 1 1 1 i 1 General Requirements - Page 16 of 17 1 1 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT LI DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re -negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. END OF SECTION General Requirements - Page 17 of 17 I I �I I i I I !, 1 I I SECTION 02000 PROJECT SPECIFICATIONS The Colorado Division of Transportation "Standard Specifications for Road and Bridge Construction", 2005, and the current Latimer 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 208 Erosion Control and Inlet Protection 212 Seeding, Fertilizer, and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt - Patching 604 Inlets and Culverts 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement 630 Construction Zone Traffic Control REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows: Subsection 104.04 shall include the following. It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date and times that the message on the sign is in effect. (For example, if a street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., PATCHING) See sample "NO PARKING" sign. "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean up operations completed. All information on the "NO PARKING" signs, with the exception of the date, shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The "NO PARKING" signs shall be in effect for one or two days only. Any work done by the Contractor without traffic control will not be paid for under the terms of this Contract. The Contractor will not be paid for traffic control costs incurred during Contractor caused delays. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer will meet to discuss the progress of the work and the placement of traffic control devices including "NO PARKING" signs. Any necessary adjustments shall be made. The Contractor shall also review at this time with the Engineer the proposed means of handling parking and traffic control for upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of this work. At the above referenced meeting, the quantity of traffic control devices used that day shall be agreed upon by the Contractor and the Engineer. The Contractor shall utilize forms approved by the Engineer for the tabulation of Traffic Control Devices utilized. The Contractor shall maintain pedestrian and vehicular access to all businesses within the project at all times. Pedestrian access must be clearly delineated and buffered from construction activities at all times, and may include construction and installation of temporary ramps and wooden walkways as necessary. Any changes in the traffic control, including additional signs, barricades, and/or flaggers needed in the field shall be immediately implemented as directed by the Engineer. The cost for traffic control is covered in "Revision of Section 630, Construction Zone Traffic Control" found herein. Project Specifications - Page 2 of 33 I L' 1 [1 11 1 1 1 1 1 1 1 1 1 i 1 1 [] NO PARKING Wed JUlY 7 7mmOO AM = 6:00 PM PATCHING END OF SECTION Project Specifications - Page 3 of 33 11 REVISION OF SECTION 105 , CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: ' COOPERATION BY CONTRACTOR Subsection 105.10 shall include the following: The City's commitment to our Environmental Management System (EMS) requires that vehicles on City projects shall comply with the adoption of a "Limitation on Engine Idling" to reduce environmental impacts related to construction. Please comply with turning off vehicles instead of idling for long periods (more than three minutes, as a general rule). COOPERATION WITH UTILITIES ' Subsection 105.11 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 105.12 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. Project Specifications - Page 4 of 33 ' I ' REVISION OF SECTION 105 CONTROL OF WORK ' MAINTENANCE DURING CONSTRUCTION Subsection 105.19 shall include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned ofdebris 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 1 equipment to satisfactorily clean the roadway area. The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the streets. All sweeping and clean up equipment shall be approved by the 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. END OF SECTION I 1 II� Project Specifications - Page 5 or33 I REVISION OF SECTION 107 1 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 ofone ( l) 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 ofsod 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. 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. I Project Specifications - Page 6 of 33 1 I ' REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE ' All costs for protecting and restoring landscaping and lawns shalt 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 reconstruction areas require grade adjustment, the placement iof 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. 1 END OF SECTION H I 11 Project Specifications - Page 7 of 33 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 aasaasx ..romaxa ?zm�x:�+zms'sznyrYx:�s '.cwrszzxn: xu%emreu: <ze�sx�ax xrcaram ttonaasxsa.�x ., may; s�bvzt>x: �MM ./,�C21QY@"bb^RYG � d�»+z axcxv.'�x'ssn¢a S32tiMS a 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 thirty(130) consecutive working days and during the months of March through November. 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 thirty (130) consecutive working days, shall result in damages assessed against the Contractor. At the City's option, liquidated damages in the amount of S 1,000.00 per day may be retained from any monies due the Contractor, or the City may retain an additional contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contractor from any monies due the Contractor in lieu of liquidated damages. END OF SECTION Project Specifications - Page 8 of 33 i i ' OWNER- CITY OF FORT COLLINS CONTRACTOR: N r th star Concrete, Inc. By: D- i JAMES O'NEIL II, CPPO, FNIGP CTOR OF PURCHASING AND RISK MANAGEMENT T' le: -010,&_Dff.j� Z Date: i i Attest: 1A4 City Cler iAddress for giving notices: P. 0. Box 580 iFort Collins, CO 80522 iApproved, as to/orm iAssit City Attorney 1 11 i I i i i D Vt... (CORPORATE SEAL) Attest: Addr ss for giving notices:'-,, Z2o S . ^^P���j , 1,A&W- ��W LICENSE NO.: Section 00520 Page 6 1 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. 0 1 I END OF SECTION Project Specifications - Page 9 of33 1 REVISION OF SECTION 202 RENIOVAL 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. Residue will not be allowed to run through the gutter flowline for more than 100 ft. The Contractor shall prevent tracking of residue onto the roadway or walkway and shall prevent discharge into the storm drainage system. See Section 208 "Erosion Control and Inlet Protection" contained herein. 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. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be paid for separately. BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment will be made under: Pav 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. END OF SECTION Project Specifications - Page 10 of 33 I I 1 I 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 tinder 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 I (Pit Run) or Class 5 (Road Base) Aggregate Base Course. (The Class t 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. I .1 Project Specifications - Page I I of33 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT The Contractor and the City Representative shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the City Representative to measure any work and perform other work that would prevent the City Representative from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the City Representative. 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 City Representative 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: Pav 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. END OF SECTION Project Specifications - Page 12 or33 I 1 J 1 0 1 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208 shall be revised as follows: This work shall consist of constructing, installing, maintaining, and removing when required, erosion control measures during the life of the Contract and at a minimum at all inlets to prevent or minimize erosion, sedimentation, and pollution of any state waters. Work shall be in accordance with the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (latest edition), The City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, and the City of Fort Collins Environmental Standard Operating Procedures contained herein, section 04000. Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or offsite) related to erosion caused byconstruction ofthis project, will be the sole responsibility of the Contractor MATERIALS Subsection 208.02 shall be revised as follows: Contractor will submit the type of material to be used for erosion control measures prior to beginning the work. Straw wattles shall not be allowed. CONSTRUCTION REQUIREMENTS All erosion control measures must be installed prior to starting work It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of construction debris. Inlet filters All storm drainage system inlets shall be filtered unless better treatment is available before water is discharged into streams or onto adjacent properties. These methods are applicable to existing and proposed drain systems that will be operational before the drainage basin is stabilized. Drop Inlets Drop inlets in unpaved areas shall be filtered with straw bales anchored with wooden stakes as shown in Figure D-23. Drop Inlets in paved areas shall have gravel filters Figure D-24. Materials other than straw bales mast be demonstrated to provide the same level of treatment before acceptance by Fort Collins. Straw bales shall be placed in a single row tightly butted end -to -end or overlapped and staked. The bales shall be installed to a minimum depth of four inches. After bates are installed and staked, loose straw will be wedged between bales and soil shall be backfilled three inches against the filter. Curb -opening Inlets Curb -opening Inlets shall be filtered with a combination of concrete blocks, 1/2 — inch wire screen and coarse gravel (3/4 — inch) constructed according to Figure D-25, or as Approved by the City Representative. Project Specifications - Page 13 of 33 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Maintenance The contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. See Detail SC-5 contained herein. All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Removed sediments shall be deposited in an area tributary to a sediment basin. Sediments shall be removed immediately from the traveled way of roads and streets. METHOD OF MEASUREMENT Subsection 208.7 is revised to include the following: Payment will be made by each inlet protection at each location within the area as required by the City Representative. When work begins in a new area, an additional payment will be made for protection of the inlet locations in the new area as designated by the City Representative. The length shall be sufficient to protect the opening and sides of the inlet grate. Excessive lengths shall not be paid. When a protection device is installed at a new location, whether the protection device is new or has been relocated, an additional lineal foot payment will be made for the protection of the location. I . Inlet protection shall include sufficient length to protect around the perimeter of the grate on a standard size inlet opening. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the disposal of such sediment, shall be considered incidental to the work and not paid separately. Street sweeping will not be measured or paid for separately but shall be incidental to the work. Erosion control measures used during saw cutting are considered incidental to all saw cutting operations and shall not be paid for separately. Concrete/truck washout area is considered incidental to the work and shall not be paid for separately. A protection device shall be installed on the down hill side of the truck washout area and shall be considered incidental to the work and not be paid for separately. BASIS OF PAYMENT Subsection 208.08 is revised to include the following: Payment will be made under: Pav Item Unit Stormwater Protection - Rock filled Wattle Each Project Specifications - Page 14 of 33 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION ' The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing, maintaining, and removing when required, erosion control measures, as specified in these specifications, as shown on the plans, and as directed by the Engineer. 7 1 I END OF SECTION Project Specifications- Page 15 of33 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 is revised to include the following: This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance with these specifications, accepted horticulture practice, and in reasonably close conformity with the locations and details shown on the plans or as designated. This work shall not include locations of concrete repair in which grade changes and additional work does not occur. See "Protection and Restoration of Property" found herein. MATERIALS Subsection 212.02 is revised to include the following: Topsoil Topsoil shall conform to the requirements of "Protection and Restoration of Property" found herein. Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the Engineer. The 1%allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish. Said sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. CONSTRUCTION REQUIREMENTS Subsection 212.05 is revised to include the following: Sodding: Soil Preparation: The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist) and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean and vertical. Sticks, stones, debris, and other similar material more than 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 staggeringjoints 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 16 of 33 I 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. ' In areas where the City Representative directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. Payment will be made under: Pay Item Unit 212.01 Sod Square Foot ' 212.02 Landscape/Irrigation Labor Hour The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of Seeding, Fertilizer and Sodding, complete -in - place, including removal, haul, disposal, and water, as shown on the plans, as specified in these specifications, and as directed by the Engineer. ' END OF SECTION I 11 11 Project Specifications - Page 17 of 33 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: Pav 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. END OF SECTION Project Specifications -Page IS of 33 SECTION 00530 NOTICE TO PROCEED Description of Work: 6088 Concrete Maintenance Project Phase II - 2011 Renewal To: Northstar Concrete, Inc. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within () calendar days from receipt of this notice as required by the Agreement. Dated this day of 20 The dates for Substantial Completion and Final Acceptance shall be 20 and 20 , respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20_ CONTRACTOR: Northstar Concrete, Inc. By: Title: Section 00530 Page 1 r I 1 1 I 1 11 1 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. Prior to installation of the temporary asphalt patching the contractor shall use a bond breaking material approved by the City Representative which shall be applied to the face of the new concrete adjacent to the temporary patch installation. METHOD OF MEASUREMENT Subsection 403.04 is revised to include the following: The accepted quantities for Temporary Patching will be 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: Pav Item 403.01 Temporary Patching Unit Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Temporary Patching, including pavement cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 19 of 33 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 City Representative. 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 may 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 stabs 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 stabs and curbs. Expansionjoint material must be set vertical and installed in accordance with the COOT M&S Standards for Concrete Pavement Joints. Thejoint 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. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be paid for separately. Project Specifications - Page 20 of 33 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 ofexisting inlets, including two, three and a half foot (3.5') transitions, measured from inside face of box, on each side. Inlets with openings greater than those defined on the detail shall be paid for as "Reconstruct Deck" per each, plus "Reconstruct Deck Additional Foot Opening" per lineal ' foot. BASIS OF PAYMENT ' Subsection 604.07 is revised to include the following: Payment will be made under: Pav Item Unit 604.01 Type R Inlet — Remove & Replace (4' Opening) Each ' 604.02 Type R Inlet — Reconstruct Deck (4' Opening) Each ' 604.03 Type R Inlet — Reconstruct Deck Additional Foot Opening Lineal Foot 604.04 Catch Basin - Remove & Replace Each 604.05 Catch Basin - Reconstruct Deck Each 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening Lineal Foot ' 604.07 Modified Type 13 Curb Inlet - Remove & Replace Each 604.08 Modified Type 13 Curb Inlet - Reconstruct Deck Each ' 604.09 Modified Type 13 Curb Inlet - Materials Only Each 604.10 Concrete Sidewalk Culvert - Remove & Replace Each ' 604.11 Metal Sidewalk Culvert with 5/8" Plate - Remove & Replace Each 604.12 Additional Square Foot 5/8" Plate Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Inlets, including demolition, disposal, reinforcement and replacement, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the City Representative. END OF SECTION Project Specifications - Page 21 of 33 REVISION OF SECTION 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 1/11, or Type 111. 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 of3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete used for a particular location shall be approved by the Engineer. See also Section 2.05, `Rigid Pavement Design', and Section 4.2.4., `Concrete Streets', of the City of Fort Collins Design Criteria and Standards for Streets." Water Reducing Agents shall conform to ASTM C 494-82. Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating agent. The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip. Concrete delivered without a load slip containing complete information as specified will be subject to rejection. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall conform to ASTM Specification C 309-81 Type 11, 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. The finished exposed surface and edging of the concrete will match as closely as possible the surface treatment of the surrounding existing concrete. Project Specifications - Page 22 of 33 ' REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT ' 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 95 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. iThe maximum spacing for transverse joints in crosspans and concrete shall be ten (10) feet. pavement ' 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 of the subgrade/base course until the concrete is protection 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 1 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. 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. Project Specifications - Page 23 of 33 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT 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. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be 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. Apron 8" shall be paid by the square foot and when installed on a radius shall include the area from the back of the curb to the apron legs and from point of curvature to point of curvature. 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. Expansionjoint 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. Alley Approach 8" shall be measured by the square foot and shall include 4 feet behind the back of the curb and shall be measured from the lip of the gutter (if the gutter has been removed) to the back of the sidewalk and the width shall be measured at the midpoint. Reset Flagstone shall be measured by the square foot of reset area. Haul & Dispose Concrete with Wire shall be paid for separately by the ton only when the Hoffman Mill site does not accept concrete with wire. Weight slips shall be required for each load transported to locations other than Hoffman Mill. Project Specifications - Page 24 of 33 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT BASIS OF PAYMENT Payment will be made under: Pav 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 Remove & Replace LF 608.12 Hollywood Curb and Gutter - No Sidewalk Remove & Replace LF 608.13 Highback Curb and Gutter - No Sidewalk Remove & Replace LF 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 Project Specifications - Page 25 ot'33 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT 608.19 Replace Flatwork — I" Additional Depth SF 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 608.28 Haul & Dispose Concrete with wire Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Sidewalks, Curb & Gutter, 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. END OF SECTION Project Specifications - Page 26 of 33 d 1 1 1 1 1 II 1 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 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 construction traffic control devices, including but not limited to signs, advance warning arrows panels, variable message boards, barricades, channelizing devices, and delineators as required by the latest revision of the City of Fort Collins "Work Area Traffic Control Handbook," "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the current Larimer County Urban Area Street Standards (LCUASS), and the Colorado Department of Transportation Road and Bridge Standard Specifications. 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). 1 MATERIALS 1 1 1 1 1 1 1 1 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 City of Fort Collins Work Area Traffic Control Handbook and 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.) Project Specifications - Page 27 of 33 1 I REVISION OF SECTION 630 ' CONSTRUCTION ZONE TRAFFIC CONTROL 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 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 al I sign placements, including advance construction ' signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. (3) Number of flaggers to be used. _ (4) Parking Restrictions to be in affect. Approval ofthe proposed method ofhandling traffic is intended to indicate those devices forwhichpayment 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 payment is Project Specifications - Page 28 of 33 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 i 1 1 i 1 1 1 1 1 1 1 1 r—, III L� 1 1 F, REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 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 ofthe Subcontractors and suppliers. (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other atTected 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 of24 hours prior to the commencement of work. (Note: The time frame criteria for distributing letters are the same as for posting "NO PARKING" signs.) The cost for preparing and distributing the letters shall be included in the cost for TCS. Project Specifications - Page 29 of 33 1 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 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.Trafftc 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 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. 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. Project Specifications - Page 30 of 33 i ' REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL The quantity to be measured for flagging will be the total number of hours that flagging is actually used as authorized. Hours of flagging in excess of those authorized shall be at the Contractor's expense. Flagger breaks shall be included in the Contract Unit Price for Flagging. The method for covering Fagger breaks shall be approved ' by the Engineer. Flagging outside of the construction work hours will not be paid for under the terms of this contract unless authorized in writing by the Engineer. ' Flagger stand-by time will not be paid for under the terms of this contract. In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic ' control shall not be paid for under the terms of this contract. The costs for advance warning "NO PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under the terms of this contract ' unless authorized by the Engineer in writing. In addition, the Owner shall deduct from compensation due the Contractor S 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 Subsection 630.15 shall be revised as follows: ' The cost for Traffic Control Devices, not including "NO PARKING" Sign with Stand, shall include delivery, rental, and pickup. The cost for setting up equipment, modifying equipment, and maintainingequipment will be paid for under the Contract Unit Price for TCS as described above. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. ' Payment shall be full compensation for furnishing, erecting, maintaining, moving, removing and disposing of construction traffic control devices necessary to complete the work. All construction traffic control devices which are not permanently incorporated into the project will remain the property of the Contractor. ' The initial manufacturing will be paid for Specialty Signs per unit and the actual use paid for under the appropriate unit cost for Size A or Size B sign. This item shall apply to new signs only. Once manufactured, they may be used throughout the project. Upon completion of the work, the Specialty Signs shall be returned to the Contractor. The accepted quantities will be paid for at the contract unit price for each of the pay items listed below: Pav Item Unit 630.01 "NO PARKING" Sign with Stand Per Day Per Each 630.02 Vertical Panel without Light Per Day Per Each 630.03 Channelizing Drum without Light Per Day Per Each 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 Project Specifications - Page 31 of 33 1 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 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 shall not be measured and paid for separately, but shall be included in the work. The daggers 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 32 of 33 I REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL tSPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. I 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. I I L I Project Specifications - Page 33 of 33 I I 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 ofany difference 0 between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. 11 I I I 1 r 1 1 I 1 I 1 11 I I I I I I I I I 11 I I I I I 1 z 6 4 =j � i ri U C 5 - I Q x J O K x_ ! L Y I cl '1 Uu U i e ' U C 1-1 I ' r F F F F F 7 7 7 J > > 7 T } :- 'z J z o o z z Y z- S z z i C 5> 3 ¢ z z 5 z G Y Y Y Y i i=<< ^ J? r'- z z z Z >' __ s❑> u c i u '� s Z< i y t � Y ;_^ O O Z Z Z 9 r I — X 1 A— Y Y 1 �o 1 � S a �Q - Y c +d Y 3 p z — M z z Y Y Y - Y L • - _C., j ',-j Y Z Z Z �� I _ < J c= z — c:: f :: v � u< — O ,--� ZO Z Z = Z , -. 'O i Y E J Z Z Z _<_ 3 - Z Z C < - N _ I I I 1 [1 I I 11 I I 1 1 z y i U UZ J _ e 3 y G o `z, G G 7 _ n r - 7 a 0 F N G J 5 - r^ J 5 Z U i W 7 n � F � -_ U 'v n < �- _ j � Z Z O Z Z Z U m s � i } x F = 2 R Y w q, y�o C Y � O ry Y' s y Y p 6 0 N ^ � a � Y 1' < L � j V 3z - •z m u d ry J y S � O 0 Z= 2 N � z z z z i i } u x z i z z - � C v- Z n _ Z O J W J is i _ ao-n V M 1-. I SECTION 00610 PERFORMANCE BOND ' Bond No. 2086088 KNOW ALL MEN BY THESE PRESENTS: that ' ( Firm) Northstar Concrete, Inc. (Address) 1220 South Garfield, Loveland, CO 80537 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as ' the "Principal" and ( Firm) North American Specialty Insurance Company (Address) 475 N. Martingale Road, Suite 850, Schaumburg, IL 60173 hereinafter referred to as "the Surety", are held and firmly bound unto ' City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal ' sum of Six hundred slaty three thousand nine hundred thirty seven and 5W100 — in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. ' THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the Bth day of April, 2011, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6088 Concrete Maintenance Project Phase II 2011 Renewal. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its ' duties, all the undertakings, covenants, terms, conditions and agreements of. said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all ' claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay ' and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. I n Rev 07l08 Section 00610 Page 1 I SECTION 03000 ' DETAILS Rock Sock (RS) SC-5 Straw Bale Filter D23 Gravel Filter D24, D25 Curb and Gutter 701 I Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) 703 Standard Driveway Approach (I & II) 706 Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Drainage Under Sidewalk 709 Curb Inlet 4' Opening — Vertical Curb & Gutter D-7a, 7b Curb Inlet 4' Opening — Driveover Curb & Gutter D-8a, 8b Concrete Sidewalk Culvert D-12,13 Area Inlet D-9a Modified Type 13 Inlet 13-A Catch Basin ' Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 ' Access Ramp Details 1603 Detached Walk/Intersection Detail 1604 I Detached Walk/Intersection Detail Pedestrian Ramp Detail 1605 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 I I Rock Sock (RS) SC-5 Description A rock sock is constructed of gravel that has been wrapped by wire mesh or a geotextile to form an elongated cylindrical filter. Rock socks are typically used either as a perimeter control or as part of inlet protection. When placed at angles in the curb line, rock socks are typically referred to as curb socks. Rock socks are intended to trap sediment from stormwater runoff that flows onto roadways as a result of construction activities. Appropriate Uses Rock socks can be used at the perimeter of a disturbed area to control localized Photograph RS-1. Rock socks placed at regular intervals in a curb line can help reduce sediment loading to storm sewer inlets. Rock socks can also be used as perimeter controls. sediment loading. A benefit of rock socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the ground; therefore, they are often used on roadway construction projects where paved surfaces are present. Use rock socks in inlet protection applications when the construction of a roadway is substantially complete and the roadway has been directly connected to a receiving storm system. Design and Installation When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per 100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail RS-I. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are used for inlet protection and in the curb line. When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert drivers and street maintenance workers of their presence. Maintenance and Removal Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to maintain the functionality of the BMP, typically when sediment has accumulated behind the rock sock to one-half of the sock's Rock Sock height. Once upstream stabilization is complete, rock socks and accumulated sediment should be removed and properly disposed. Functions Erosion Control No Sediment Control Yes Site/Material Management No November 2010 Urban Drainage and Flood Control District RS-1 Urban Storm Drainage Criteria Manual Volume 3 [1 I I I I I 11 I I 1 ' SC-5 Rock Sock (RS) I)J" (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH WIRE TIE ENDS TO" ON BEDROCK OR GROUND SURFACE HARD SURFACE, 2" IN SOIL I 1 I i I d 1 RS-2 S 1Yi" (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS ROCK SOCK SECTION ROCK SOCK PLAN ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF IY2" (MINUS) CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK ROCK SOCK, REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS TYP BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND I2" t2" ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BE OVERLAPPED (TYPICALLY 12-INCH OVERLAP) TO AVOID GAPS. ROCK SOCK JOINTING ROCK SOCK INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -LOCATION(S) OF ROCK SOCKS. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2 100 90 - 100 1" 20-55 y4" 0 - 15 %" 0 - 5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES. 2. CRUSHED ROCK SHALL BE IYZ" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (tYz" MINUS). 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF Yi", RECOMMENDED MINIMUM ROLL WIDTH OF 48" 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. RS-1. ROCK SOCK PERIMETER CONTROL Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Rock Sock (RS) SC-5 ROCK SOCK MAINTENANCE NOTES 1. INSPECT SMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT 8MPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, OR DAMAGED BEYOND REPAIR. 5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY )¢ OF THE HEIGHT OF THE ROCK SOCK. 6. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABIUZED AND APPROVED BY THE LOCAL JURISDICTION. 7. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETHL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVNLARLE IN AUTOCAD) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF ROCK SOCK INSTALLATION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON THE MARKET. UDFCD NEITHER NOORSES NOR DISCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. November 2010 Urban Drainage and Flood Control District RS-3 Urban Storm Drainage Criteria Manual Volume 3 1 t I i 1 1 1 1 I Area Inlet with Grate --7 . M�S�rauj Slaked with 2 Stakes Per Sale a o a a p a p� a� a a a Q Q a a Q a a I, , ' PLAN VIEW Stake,—y 'Twine Runoff Compacted Soil Fli�ered Wafer SccrION A —A General Notes: 1. Wedge loose straw between the staked bales. AREA INLET FILTER 2. Inspect and repair filters after each STRAW BALES storm event. Remove sediment when one half of the filter depth has been CITY OF.FORT COLLINS, COLORADO filled. Removed sediment shall be STORMWATER UTILITY deposited in an area tributary to a sediment basin or other filtering measure, APPROVED BY: 3. Sediment shalt be removed immediately DATE: REVISIONS: from traveled way of roads. D-23 FIGUR° 6.2 WireScreen— CApp*oz. ,�,Mesr 0 -Cr@vei Piker Area Infez PLAN VIEW ConcreEe Bloat Gravel Fi f ar OV0 rIOW —� r' Concraf2 Block I-1 r— Wire Strewn Runoff ' I=IG Gravel Filter m�H Filtares! Wafer---� SECTION A -A General Notes: t. Inspect and repair filters after each storm event. Remove sediment when one half of the filter depth has been filled. Removed sediment shall be deposited in an area tributary to a sediment basin or other filtering measures. 2. Sediment and gravel shall be immediately removed from traveled way of roads. FICUU. a . 3 AREA INLET FILTER GRAVEL CITY OF FORT COLLINS, COLORADO STORMWATER UTILITY APCOOVED BY: DATE: n-VISIONS: D-24 PAGE 32 Gt eve[ Fi h CAP�roX. C7 is FT1BtZ, , , „ (Appro) �z Mesh; AM PLAN VIEW Cyer=lotu �FA Pe ► lAer Wire Via-elan- 2'xa,''wood 5:;.�dll Curb inlet SE0110N A -A a General Notes: CURB INLET FILTER 1 . Inspect and repair filters after each storm event. Remove sediment -when GRAVEL one half of the filter depth has been filled. Removed sediment shall be de- CITY OF FORT COLLINS, COLORADO posited in an area tributary to a sedi- STORMWATER UTILITY ment basin or other filtering measure. A?FROVED ;:Y: 2. Sediment and gravel shall be immediately DA-E: removed from traveled way of roads. REviSICNS: 1-25 FTGURZ 6.4 2'_6" 1 1/2"R. 1 4 1 N 2"R• io Gutter edge may be a tapered or battered. ~ (Typical for all Curb & & Gutter Types) (o 30" 4.5" 21 .75" 3.75" Fi 0.5" 3.63" 2 g, a:. a. < .. .a v _ ROLL-OVER (LOVELAN D) N r CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/O1/02 701 I 1 t 1 1 1 1 Y U L J r O W c O C_ C_ Q > _E (V O) N C N cm U U X LL C LL1 / O F W � Y 0 U)L U LL a W 0 W � a' . Q 3 U o Q z J J .� o cn Q �LL a o /d� cr W W O V Q LL o. L— N z W ,.' CC If W x c W r f va I W ' W i t19L HCE If Cc LL 00 W i i Lu ° C) c 119 L a J LL ' a r 8/£ 8/£ l—rL 1 .00 CURB AND GUTTER/SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 7 0 2 4 m LIMITS OF C & G A _ Z 14 IN.-y}--- 17 IN. 3 FT. 9 IN, (1.17 FT.) s� \ (1.42 FT.) (3.75 FT.) Z n 4 n ` \ 11/2 IN. FLOW D D 4 IN. LINE 1 6 �r \ 3n Ian 18 IN. 18 IN. (1.5 FT.) 1.5 FT.)r J DRIVE —OVER CURB, GUTTER AND SIDEWALK 2 FT 6 IN. 6 IN �— `WHERE WALK ADJOINS A CURB, IT SHALL BE CONSTRUCTED 1/4 INCH ABOVE THE CURB. 4 1/2 IN, SLOPE SIDEWALK TO CURB - 1 1/2 IN. 1/4 IN. TO 1/2 IN. PER FT. 2 IN. ^ IV 1 1/2 IN. R D 4 IN. ' D 2 IN. R D D 6 IN. � p 4 FT. MIN. ` � 12 IN. VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK EDGED SURFACE 1/8 IN. R, 3/4IN. MIN. 4.43 FT. 1.18 FT. .58 FT. 2.67 FT. D I D .09` FT. �I /B IN. l I 1 a .. n.30 e 11 FT. ! D — FT. I n ° o a p ° ° D 4 IN. pn _I 1 D 1 DUMMY JOINT I FOR WALKS ° ° 6 1Nl o COMBINATION CURB, GUTTER AND SIDEWALK 1.HOLLYWOOD" (OBSOLETE — FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS APPROVED: DETAIL ® CITY OF FORT COLLINS STORMWATER DATE: 11/13/00 UTILITIES CONSTRUCTION DETAILS D _ 6 DRAWN BY: NBJ City a( Port Collin I .1 0 1 1 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, thisl9th day of April , 2011. IN P�S� F: L of (Corporate Seal) IN PRESENCE OF: IN •� ;UF o ail /I .1 i (Surety Seal) Principal t Northstar Concrete, Inc. By: C iff) AST (Title) 1220 0 Garfield. Loveland CO 80537 ddress) Other Partners SuretyNorth ,,North American Specialty Insurance Company By: N � — 4w-�� Darlene Krings, A et�m yTn-Faict By: 475 N. Martingale Road, Suite 850 Schaumburg, IL 60173 (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev 01108 1 Section 00615 Page 2 V-6" 1-1/2" 4-1/2" 1 1/2"R. 1-1 /2" TO 2" R. . a (V co ° a. OUT FALL CURB & GUTTER (FORT COLLINS ONLY) 6" 6" 1 4" 1/8" TO 1/4"R. 1 1/2" 1/8" TO 1/4"R. —1 1/2"R. 1" 1/4" ` n a 1"i 1/4" 1 1/2" ASPHALT OR * 6" w/concrete pavement CONCRETE PAVEMENT 8" w/asphalt BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) (SECTION B) (SECTION M) 6" 6" 6" 1 14' G Q a ° 00 j (D ° W a M OD It I I0 ° a . °• 0 CD Q , ROADWAY ° PAVEMENT ° a- a° 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/O1/07 703 une PERSPECTIVE Ramp if necessa Right of Way line Detached 1.12 Sidewalk max. } y y i y 6" W W 1:12 max. of CM TYPE I X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type II = With Attached Sidewalk er to Chapter 25 for minimum removal dimensions. W = Width A B co W W V W X N N c E ry Li 12 max. Driveway L Width Varies B I X=6'-0^ Attached Sidewalk .Back of curb Lip TYPE II W EXPANSION z 112 6max.� m JOINT O t tT WALK r 6' i SECTION B-B N� NOTE: a N.T.S. ' WALK Y� S 1; 1. Concrete driveway must be a� l' t!•.:. ; provided to the property line. O 1:48 SLOPE in 1/4' PER FT. 1:12 (max.) / Y Expansion joint if drive J 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 \ /&a ;: � §s \\ {], ` ®a �:0 J3I / ) ® - J� ° 22� E_& 7 2 ® j \_ - - 7\\ / ƒ % J > » / \ \{ 0 }� \a_ I $ , |� \ \ / ® \ E \\ O e� e I ° ) § } . \ (� \ � m I / e $ 2& }« ƒ / IEaG as IF - - r m) �®© > < aa� aa� < t 3) D ( )/) @ ca g 0 ƒ2z � c m\ ^ � E U, I f): \ 1 <§ \ a® _ \|/ �` / 0 0 0 \ ai co _ \ / O0 \ \ \ / \\ \\ �2 ? =* 2 2 ..»,\ -\\\a00 M�\{}�\ ±a / e2�=�=, g » //(J)®\ ¢ `~ / -<ao<±& / z <&aaa a 2 2 + §2 3 5 2 5 \ \ � \ \ ) j - / ƒ ! STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & !V) ZR COONY CONSRUCm§ REVISION Nm 2 DRWINN &RE& ORWINGSSTANDARDS DATE- E 04/01/07 707 171 a J o O ~ U z O ` O U O Q W H J U � _ ^ Q J O 00 o c� O E .3 zCL O N 0 I O d' a L o a U w � _... _... ... n 0cn w O Q Q N = �J r (n v p O_ 00 LJ v i� �U ~ Z L� Z W_ Q J 0~ ~ W -+- O O- J O > Z _ o zo 0o II JOO 3o Z 00 0� �N O~ 00 Q < J z Q O UCL OQ= z�z O O J Lj L O z ° wr U LLI _ \ F— 0o w O v Z J O I` to co 0 U U — 0 � O ¢ N� aj �L) Uww O� 0 I a U H o J o Q V Q �N a Op U J( Q\ Z N z Q 0CL D Z� U z_ �_ z Cnz V tWnw V l Z W C? W Y J H Z � g w N W U F- Q II O > Vl Z 1 Q a W o Q O Q' Q J Q N c Z� W Q= Cr J a 4S co z z N Z � J � N 00 Op � W ~ 1 W O X N N W Z - � O a a= 3Nc p3 U 2 O_ J � Q _ ` O U � U K H N � � N N Q O J J U U r- STREET INTERSECTION CROSSPAN LARIMEI COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 7 O 8 0 A X (Varies, See Plans Xmax=2,0') f J— 1 114" •'� .'-. d (Vanes, See Plans) f10 3/8" B" SECTION B-B o D U Attached E 'E c `o Sidewalk C B E coJ o INw, F LL EM 5/8" Rolled Steel Tread Plate (diamond pattern) Dimension Variable Notes: I 1 . Length of steel plate varies. 2. Chase and cover plate run from Right of Way line to flow line unless approved by the Engineer. With curb walk, cover plate extends from property line to top of walk face. Retaining Screws at i C 4'-0" or as Directed B —Detached Sidewalk PLAN VIEW L= 1 1 /4" x 1 1 /4" x 1 /4" a u \ ' ' da 3' #4 Bar Welded at 12" on SECTION C-C center, Nelson Standard Anchor or equivalent. (typical both sides) A 5/8" Rolled Steel Tread Plate 1/2" x 1" Flat Head Mach. Screw Brass or Electro-gatv. a 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 kLK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: O4/O1/O7 709 A 6 IN. STEEL DECK RINGWITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EOUAI. 3 FT. 5 FT. I I FT 2 FT. 4 FT.- 6 IN. 6 IN. �. 6 IN. }IT 6 IN. — _j 6 IN. THICK O SI(TYP. BOTHTH SIDES) 3 FT.-6 IN. SEE CURB ASSEMBLY FACE DETAIL 9UCKB C RR OF B 6 IN. 6 IN. - D IJ MANHOLE MANHOLE IN. O.C. 6 IN. — 1'/. SLOPE FOR DRAINAGE WARPED CURB 6 SEE DETAIL "A• FLOW LINE GUTTER (ESP. 2 FT. BOTH SIDES) 4 FT. OPENING O L 6 IN 11 FT. SECTION A -A A PLAN VIEW 8 8.5 FLUSH WITH CURB FACE NTS BAR 3 FT.-6 IN. 4 FT. 3 IS 11/2 IN. R IS IN. LONG WARPED WARPFT- DEPRESSED GUTTER WARPED V1/4 IN.-1 IN. LEG GUTTER GUTTER • NORMAL FLOW LINE TOP OF GUTTER 2 IN. 6 IN. 4.1 6 IN. MA /MIN. _ n5 BAR ALTERED / 1 1/2 IN. PIPE SPACER 4 o a FLOW LINE • AND 1 1/4 IN. LOCK NUT u i Z a f6 IN. 6 IN. . • a IN. > i _ ¢ ,o tiN X F Htn '0 1 1/4 IN. DIA. X 24 IN. GALV. 1'/. SLOPE FOR DRAINAGE STEEL ROD - THREADED i 3 1/2 IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT 6 IN. v• 3 IN. X 3 IN. X 3/8 IN. J! PLATE SECTI❑N B-B •6 IN. EXTEND CHANNEL 6 IN. TO OUTSIDE CURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL GENERAL NOTES I. SEE D-7B FOR REINFORCEMENT. S. TOP SLAB OF INLET SHALL BE SLOPE TO 3 IN. 2. FLOOR OF INLET SHALL BE SHAPED WITH MATCH SIDEWALK. SEE 0-6. I IN. ADDITION CONCRETE TO FORM INVERT 6. EXPOSED STEEL SHALL BE GALVANIZED IN RAD TO PIPE CONNECTIONS. ACCORDANCE WITH AASHTO M-111. 3. MANHOLE RUNGS SHALL BE REOUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL "A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER ® CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL City of Fort Collin UTILITIES CONSTRUCTION DETAILS DATE: 11/19/02 D-7A DRAWN BY: NBJ 1 1 1 1 1 i 1 1 1 1 1 1 1 1. 1 4 FT / I 8 IN. O.C. A -7 ""601 40l SOl \ a Lilly "�-FLOW LINE 1 DIA. HOLE IN CENTER B 2 FT. 4 FT. - A IN. SECTION A -A NTS 408J 3 FT. 5 FT. 3 FT. ll FT. I FT. 2 FT. 5 FT. 2 FT. I FT. A 402 4 a4 ANCHORS sm PLAN VIEW iZ NTS TABLE 1 BAR LIST FOR CURB INLET 402 404 MARK jN. SPACING TYPE REO'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 I/2 IN. 12 IN. 11 14 4 12 IN. 11 • 3 FT. 2 IN. 406 12 IN. 11 4 ■ 407 12 IN. 1 1 2 9 FT. 0 IN. 408 12 IN. IVII 4 1 3 FT. 4 IN. 501 5/8 IN. 9 IN. 11 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. II 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. 3/4 IN. - - ! 8 FT. 10 IN. gAi - - - 1 5FT. 0 IN. I/2 IN. 24 IN. — 2 I FT. 6 IN. LENCHT TYPE II STRAIGHT 405 402 405 TYPE III . u 201a 54 IN. 403 SECTION B-B TYPE IV NTS 8 IN. 297ry B IN. TYPE VII -VARIBLE WITH HIGHT. REFER TO TABLE 2. BENT 11 IN TABLE 2 QUANITIES VARIBLES WITH HEIGHT TYPE VII 30 1N. LOOP L 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 11/2 IN CLEAR. I fi LENGHT C.Y. LB. 402 405 404 1 406 CONC. STEEL 3 FT. 6 IN 10 6 3 FT. 2 IN.2 FT. 1 IN. 10 6 4 FT. 0 IN, 12 8 3 FT. 8 IN 2 FT. 7 IN, 12 8 4 FT. 6 IN 12 8 4 FT. 2 IN 3 FT. 1 IN. 12 8 5 FT. 0 IN 14 10 4 FT. 8 IN 3 FT. 7 IN. 14 10 5 FT. 6 IN 14 10 5 FT. 2 IN 4 FT. I IN. 14 10 6 FT. 0 IN. 16 12 5 FT. 8 IN. 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 14 6 FT. 8 IN. 5 FT. 7 IN. I I8 14 7 FT. 6 IN. 18 14 7 FT. 2 IN.6 FT. 1 IN. IB 14 8 FT. 6 IN. 20 16 7 FT. 8 N. 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. I IN. 22 22 IO Fi. 0 [ 2+ 24 9 FT. 8 IN.B FT. 7 IN. 24 24 CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) ® CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D-7B Cily of Farl Collins DRAWN BY: NBJ CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) ® CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D-7B Cily of Farl Collins DRAWN BY: NBJ v B A 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. o rI FT 6 IN. 6 IN. THICK 3 SIDEVALL (TYP. BOTH SIDES) 202 6 IN. 6 IN.— B SEE DETAIL 'a' � WARPED CURB 6 4 FT. OPENING LOW LINE 14 IN. GUTTER BOTH SIDES) T} II FT. A PLAN VIEW 8 [8.5 FLUSH NTS WITH CURB FaCE� BAR IS 1 1/2 IN. R 18 IN. LONG 1/1 IN. -I IN. LEG 2 IN. 6 IN2 IN.4.1 i . MAX/MIN. �' 6 IN. . III �2:1 g5 BAR 1 112 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT BlN. • o ..v _ 4 IN. I 1/4 IN. DIA. % 24 IN. GALV. STEEL ROD - THREADED 7 1/2 IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT ' 3 IN. X 3 IN. X 3/8 IN. PLATE 2 FT J 6 IN. _�__ L!: SEE CURB FACE — OF ASSEMBLY DETAIL MANHOLE RUNGS-12 IN. O.C. NORMAL FLOW L 6 IN. I 4 FT.- 6 IN. :I� I 1% SLOPE FOR DRAINAGE SECTI❑N A -A TOP OF GUTTER WARPED GUTTER ALTERED FLOW LINE 6 IN. FOR 1 SECTION B-B EXTEND CHANNEL 6 IN. TO OUTSIDE CURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL GENERAL NOTES 1. SEE D-BB 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. RAD ADDITION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 6. ACCORDANCE EXPOSEDSTEEL SHALL BE GALVANIZED IN / ACCNCE WITH AA$Htp M-111. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL "A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER ® CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL City of Fort Calling UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D-8A DRAWN BY: NBJ 1 It I I I I I I I I A f, 409 - --' _._. I 601 6 IN. 502 Z_ 9 IN. O.C. n I@E 1 504 B I 6 IN. O.C.12 IN. 12 IN. < 1 *L � n I I I ANCHORS 03 — _ — BACK OF CURB 17 IN. I I '-407V `fLOw 14 FT. 8 L8.5 WITH 1 HOLE INCENTER 1/2 IN. OIA LINE T 1 412 3 FT. 5 FT. 3 FT. 11 FT. A PLAN VIEW N TS TABLE i BAR LIST FOR CURB INLET MARK DIA. Etc. TYPE NO. LENGHT EN. SPACING REO'D 402 I 8 IN. It 4 3 FT. 10 IN. 404 t I 12 IN. III A 7 FT. 10 IN. 406 12 IN. IV 6 7 FT 4 IN. 407 1/2 12 IN, II 14 >t 409 12 IN. II 3 FT. 2 IN. 410 12 IN. II 4 e 411 12 IN II 2 9 FT. 0 IN. 412 12 IN. WIT 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. II 2 9 FT. 0 IN. 502 3/8 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 60t 3/4 IN. - - 1 8 FT. TO IN, B E 8.5 - - 1 5 FT. 0 IN. ANCHOR I/2 IN. 24 IN - 2 1 FT. 6 IN IN. ILENGHT TYPE ht TYPU. III W__2L IN. TYPE IV 42 IN 20IN. U. 9IN TYPE VII VARIBLE WITH HEIGHT, REFER TO TABLE 2. 7k Bent 11 IN. TYPE VIII 30 IN. Loop 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSIONS ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. 2 FT 4 FT _ R IN SECTION A -A SECTION B-B TABLE 2 OIIANnnFS VARIARI F wTM NFIrNT H NO. REO'D LENCHT C.Y. LB. 402 405 404 406 CONIC. STEEL 3 FT. 6 IN. 10 6 3 FT. 2 IN. 2 FT. 1 IN. 25 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 26 230 4 FT. 6 IN. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 28 236 5 FT. 0 IN. 14 10 4 FT. 8 IN. 3 FT. 7 IN. 2.9 236 5 Fr. 6 IN. 14 10 5 FT. 2 IN. 4 FT. I IN. 3.1 262 6 FT. 0 IN. 16 12 5 FT. 8 IN. 4 FT. 7 IN. 3.2 282 6 FT. 6 IN. 16 12 8 FT. 2 IN. 5 FT. 1 IN. 3.4 288 7 FT. 0 IN. 18 14 6 FT. 8 IN. 5 FT. 7 IN. 3.5 306 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 . I IN. 3.7 314 4 8 FT. 8 IN. 20 I6 8 Fr. 2 IN. 7 FT. 1 IN. 40 9 FT. 0 IN. 22 18 8 FT, 8 IN. 7 FT. 7 IN. 60 9 FT. 6 IN. 22 18 9 FT. 2 IN. 8 FT. 1 IN. fi.4386 66 10 FT. 0 IN. 24 20 9 FT. 8 IN. 8 FT. 7 IN. (CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT) APPROVED: DETAIL CITY OF FORT COLLINS STORM WA TER DATE: t t/25/02 ct,4rF4rlcowv UTILITIES CONSTRUCTION DETAILS D-88 DRAWN BY: NBJ 1 3 FT 1 T. C 9 IN. L 6 IN THICK (T YP.) SIDEWALK 4 FT. A EXTEND WALK I FT. NORM BEYOND NORMAL BACK OF WALK. AT -6 IN. �BARS AT 11 IN. D.C. r -ram 3:1 5 45 BARS AT 9 IN. O.C. IC J 8C 8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. - 6 IN. 2 45 BARS AT 6 IN. D.C. tTrP.) B B BACK OF CURB L_ 6 / � \ IN. :'—SEE SEE DETAIL 'A• Tr 11 IN. FLOWLINE p4 BARS AT WARPED CURB 6 2 IFT L12 IN, O.C. GUTTER (TYP.) A� 8C 8.5 FLUSH WITH CURB FACE I 1/2 IN. R N4 BAR 18 IN. LONG 2 IN. 4:1 6 IN. 6 IN. �I 2: 11 = \ ` _ '• .` I I 2l IN. PIPE SPACER - AN I 1/4 IN. LOCK NUT 8 IN. p T 1 1/4 IN. DIA. X 24 IN. GALS. 3 IN. STEEL ROD - THREADED 3 1/2 IN. AT TOP. a 6 IN. 4 IN. 1 IN, X 3 IN, % 3/8 IN, 'PLATE 1 6 IN. BARS WARPED GUTTER 6 IN. WALL 8 IN. DETAIL 'B' a4 BARS 6 IN. 11% p5eBARS 8 1/2 IN. SLOPE 6 IN. p4 BARS-12 IN. O,C. BOTHWAYS SECTION A —A ,,—TOP OF CURB r 2 INI NORMAL - FLOW LINE a SECTION B-B (REINFORCEMENT NOT SHOWN) 6 IN. DETAIL "B" GENERAL NOTES: J— a 4 BARS s BARS 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. ADD I (/ 4 BARS A00 1 X 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 4 1/2 IN MATCH SIDEWALK. SEE D-6. '.I'., I.. 3. EXPOSED STEEL SHALL BE GALVANIZED IN , ACCORDANCE WITH AASHTD M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP ®® 4 BARS-72 IN. O.C. SLAB AND BASE. 80THWAYS 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C—C REINFORCEMENT IN TOP SLAB SHALL BE 1112 IN CLEAR. CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 12/19/00 D -12 City of Port Collins DRAWN 8Y: N8J I 11 I SECTION 00615 PAYMENT BOND Bond No. 2086068 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Northstar Concrete, Inc. (Address) 1220 South Garfield, Loveland, CO 80537 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and ( Firm) North American Specialty Insurance Company (Address) 475 N. Martingale Road, Suite 850, Schaumburg, IL 60173 ' hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of Six hundred sixty three thousand nine hundred thirty seven and 501100- in lawful money of the ' United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. tTHE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 8th day of April, 2011, a copy of which is hereto attached and made a part hereof for the performance of ' The City of Fort Collins project, 6088 Concrete Maintenance Project Phase II 2011 Renewal. 1 NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums. on said Work, and for all labor, .performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. Rev 07/08 Section 00615 Page 1 I A-7 3 FT. 6 IN. I F T. C 9 IN. 6 IN, THICK SIDEWALK (TYP.) 4 FT. 6 IN.—, FT. T I8CS.5 FLUSH — WITH CURB FACE 2 IN. 1 2 IN. 4:1/ 6 1 : N. 2:1 3 IN. X 3 IN. X 3/8 IN. PLATE EXTEND WALK I FT. BEYOND NORMAL BACK OF WALK. 6#4 BARS AT 11 IN. O.C. 5 #5 BARS AT c 8C8.5 WITH 1 1/2 IN. DIA. HOLE 9 IN. O.C. IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. 6 IN. WALL 2 05 BARS AT 6 IN. O.C. B 0 Ifij BACK OF CURB 8 IN. SEE DE FLOWLINE 2 FT. 0 IN. 5 FT. 6 IN. It FT. ,—SEE DETAIL 'B" #4 BARS 6 A ------- IN. 6 IN� '�#5 BARS DETAIL "B" 8 1/2 IN. 1% SLOPE 16 IN. #4 OARS 1 1/2 IN. R #4 BAR _#4 BARS-12 IN. O.C. 1/4 IN -1 IN LEG IXIS IN I . LONG BOTHWAYS SECTION A -A < 6 1 N. ' 4 4" 3 FT. 6 IN. 4 FT. 0 IN. 3 FT, 6 IN. # 75 BAR WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER \l —TOP OF CURB ld2 IN. PIPE SPACER AN 1 1/4 N. LOCK NUT 1 1/4 IN. Dik X 24 IN. GALV. J :STEEL ROD - THREADED 11 IN. _3 1/2 I 3 1/N. AT TOP. NORMAL'-- 3 1/4 '-FLOWALTERED FLOW LINE LINE 3.1N_ SECTION B-B 6 IN. (REINFORCEMENT NOT SHOWN) 11 FT 0 IN �61 N•DETAIL 1 1 FT. 4 BARS # 5 BARS GENERAL NOTESi I. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO la 1/2 IN. DO i # 4 BARS- - --ADD 1 4 BARS 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. N 4 BARS-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL BOTHWAYS BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. REINFORCEMENT SECTION C-C IN TOP SLAB SHALL BE 1 112 IN CLEAR. CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK .domwa� CITY OF FORT COLLINS STORVWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-13 DRAWN BY: NBJ D. 12 GRATE AND FRAME BY ' OCLEAR OR APPROVED EQUAL. PLAN VIEW 35 3/4 IN. 28 1/4 IN, 6 IN. 23 3/4 IN, 1616 1/i 12 IN. MIN. 31N. CIR. O.F. 14 BAR 'I L j _ INLET GRATES 2 IN. CIR L.F. l IU S ,. 14 O 12 IN. IY 12 IN. I I FLOW LINE OF I CTRS. (TYP.) : LAP #{ I I INLET ANDS• n CONCRETE PIPE / I.D. a.• PIPE --AROUND PIPET I CONDUIT :- I I •• SLOPE FOR DRAINAGE 12 IN, MAX. 5 FL� i STEP � SPACING � i • • 11 .I O 14 IN. 14 IN. 6 IN. TYPICAL WALLS AND FLOOR SECTION A -A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS. MEDIANDS, SUMP BASINS) PIPE 0.0. eI • 3 I. qR. O.F. } R '•�• ' I. • IN 2 N, qR L.F. CTRS. (TYP.) SECTION B-B AREA INLET ® CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL city of Fort Catlin UTILITIES CONSTRUCTION DETAILS DATE: 12/8/00 D _ 9 /� !-1 g DRAWN BY: NBJ 11 I Z/t CC .9/S of .0/l (f i — - QQZZ� N W, 2, f W �J3i u � shyy y� n 0 k V h! 6� W W Oyy" yyyW cpy Wii i� �E Q 2 O— O I O O J Oz w w — J LLJ D J p N O c� O z Q w ~ O z LL- w LL- O w M O w U O F O Cs. O Z U 'o— L l C U O V s ;o aL � C- g, R IN' . 7 O adid N. U C\jELN ^ ^ etp uw l L Q 7r%lo�o�`,�waoo NiaQv cr c ---- A �: 'au,o m �[- m :••1 ,. • N , .. N N U c m W 1- O Z 77 II �7 -77 < i;- _ - W ti w 49"'v Z •� U W TI J 3 N a / a Q. / .Z/L.OZ .N ` Q i xa U ^L cv 1C� u U ti L Y 'J W ' _J w > a 'Q Z m Q U Q I � cr o W = o z Jo i U , U V) Q > ' Uct-jz n o� w 2 Z O z Q w ' } U Concrete Border R.O.W. (TYP.) Alley Drive -Over or Vertical Curb & Gutter 10'x101oxt0' SIGHT Construction Joint SIGHT Curb AREA AREA 0" Curb Walk 1:12 0 8" minimum thick �12 concrete Walk 0" CurbTruncated Dome Parkway r'1�2 6" Curb y�/arning Detection Parkway Vertical Truncated Dome Warning Detection 6" Curb FE 6" Curb STREET ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley j Concrete Alley Drainage Inlet or Other Drainage Collection R.O.W. System shall be designed (TYP.) for 2 year storm minimum. �0'X10' O'X10' SIGHT SIGHT / / AREA AREA m � 8" minimum thick - Walk 1.24 =; I °uci�� concrete 18 ` Walk 0" Curb Parkway N 0" Curb Parkway 6' Curb � 6" Curb Truncated Dome See Tables 8-1 & Warning Detection 8-2 For Radii STREET Requirements ALLEY W/ CENTER DRAINAGE Drainage May Not Cross the Walk Unless The Water is Sheet Flow and does not interfere with pedestrian use of walk. ALLEY INTERSECTIONS LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 803 Depress ring 1 /4' to 5/8' below adjacent finished street grade Cover Final asphalt lift, overlay or grade adjustment Existing base course Support with Steel Shims and pack with High Strength Grout Slope up to match finished pavement NOTE: 1. Grout shall be a mixture of 100 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. Straight cut around ring Concrete grade ring to match slope or finished grade Shim / Grout Grade ring Manhole STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1201 Detached Sidewalk Driveway Sidewalk Attached Sidewalk �T. D. 6'-0' Min. F.L. LIP 8' Commercial 6' Residential 1 /2' Expansion Joint Material 1/2' Expansion Joint Material DETACHED ATTACHED 6" SIDEWALK DRIVEWAY SIDEWALK SECTION A -A All Sidewalk Thickness Shall Be 6' minimum. NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. 706 & 707. 3. This detail applies to Residential & Commercial driveways. STANDARD SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 1601 --- Slope sidewalk to curb 1/4' per foot. ° a a' a NOTE: Construct sidewalk with joints at 10' intervals o - and aligned with scoring on curb. ery • °. , ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL I R 1/3' 1/4 SLAB THICKNESS IN ea ° • 1/41 ..a . a a • a WEAKENED PLANE JOINT 01 r ;_ 1 /2' Expansion Joint material a Rt/4' 114- a° a. . •. a a a e a. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT SIDEWALK DETAIL LLARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS REET STANDARDS DATE: 04/01/07 1602 Curb to retain ground behind the walk, if needed.-, Walk Curb Gutter 2 (Radius vanes) Transition back of walk \(typ) Wood float Q finish thru ramp Broom finish Wood float finish thru ramp Walk Broom finish Curb Gutter 0 z 0 5 J a 3 0 U CORNER LOCATION A 6' I 5'' . ;6' (min (min.) MID -BLOCK LOCATION rn E 0 0 m e• Truncated Dome Warning Detection Curb (optional) Only if needed Transition back of walk (tyle.) Broom finish Truncated Dome Warning Detection at the corners of the truncated dome warning 2-0" 6' truncated dome warning detection c 1:25 slope (max.) o LL ,a o E SECTION A -A NOTES: 1. * 6" Thickness applies to entire ramp area. 2. * * 1 :25 Unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the truncated dome warning.) 3. See CONST. DWG. 1606(a) and 1 607 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 11 ARTERIAL 0 io ° E 77 ROW Line 9� 's. ARTERIAL / COLLECTOR `L J Q R=6' m Q � s, I 9 0 s P°1 J Q ROW Line cr 10' 6' w 10' 5' (min.) 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 I 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, thisl9th day of April , 2011. IN PRESENCE OF Principal Nc g le) Grfay; (Ti 122 Sout sddre "(Corporate Seal) IN PRESENCE OF: (Surety Seal) hstar Concrete, Inc. Id, Loveland, CO 80537 Other Partners Surety North Specialty Insurance Company By: a4. j-41-I..t hxj� Darlene Krings, Attdmey4n-Fact By: 475 N. Martingale Road, Suite 850, Schaumburg, IL 60173 (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev 07I08 Section 00615 Page 2 Note: Use of this detail requires special approval in Fort Collins by the Local Entity Engineer. DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1605 1.5' TRANSITION .. 0.5' TYP.1 1.5' TRANSITION A ..—.. _..— i �..—.._ Y W Y 000 000 0 W / r r W 0000000 2' OOOOOOOOO W r r W W 000000000 CURB W W Y W W W r W /Flared yy(lan W W W W Y W W W Y Truncated Dome W Y W r Y warning Detection r i rFLARE OPTION W Y W 0000 r W W o 000 A 0 0 p00 p Truncated Dome O 4 MIN. I 00p warning Detection 1' Il. Max 0000 6' CURB o000 0' CURB 00 00 0 0 —. —..—..—.. ..—..—.. ....— 1' R n� CURB OPTION 2' CURB (-6' or as specified 1:25 slope II: 12 SLOPE MAX. STANDARD GRAY CONCRETE• `FLOwLINE 6' 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 7 DRAWINGS STREET STANDARDS DATE: 04/O1/07 1606 FORT COLLINS ONLY E2- _ c' 3 v v 1IeMONS moo (8 C 3 0 U N g 2 � J Y � O A.7 f v ca � m o Ip y C C cow Ems= '� Joy � m d U a m oi A d m ! A A o E E Z = o an o - c=• c �0 ova m c E a cc $ 3� c >. .— o o ti9nnli �^ o o a� d ¢ v@i a c cYi 6l � Q RESIDENTIAL LOCAL STREET ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 16 0 6(a) FORT COLLINS ONLY 0 6• A m LL. N I E 0000 O C O ; ca O Q D 0 I OCR O ' Varies o 0 0 0 0000 O O n O O C E O I a) O 000 O O I 0 0 0 0 ti U-) � o cV to lL a � d D t@ J (n E 0000 c O (`,.) O 6" a OO ZO E 0(1)0 '1 ', i �Wwd ¢ ' ' o wpun:�smad UMWad O OVO 0 1 , 0 0 0 0 C1 ` 00r)o Q Varies o o Eo c 0 ( �mI 0 f O o QJ 0000 moo ca m b O ¢ U CV a U ` i Q U m CD OO-Ij LL a e o U U 0 o d - paper al c d 1 LL O O [� Eo E o L N } A QU o o N } N } N } v, } Cn } in + d N N N N N y y pl t E X to O_ L U N l;j i N E o d c.-N c A �o 000 0 � A ,� m � a Z3.. U N _ c m F 3 o a E D o o a _2 a�i =vci L c c0 I D_ Oa Q O N U ryDj � C C S O G H o c ui S a `o a¢ to n o 0 0. U ZI^ N a E 0 c Ql QJ U a� Q a o i Q C (n d � N a D_ E � m a a N O =� (n t PHMolj n� pue qmo TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 1607 I E1 [I 4' Min. Flat Rest Area 4" in. 1112 MAX 1:7MAX Show street surface SECTION A -A Minimum area of nose island 50 ftz Truncated Dome Warning Detection (Hp-) q Min.4' q a a e 61 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 U RBAN AREA DRAWINGS ET STANDARDS DATE: 04/O1/07 1608 4'-0" (Min. Width) (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 LAR[MER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 2501 0 z „x ~ 8 _ 3 = � <'£ 3 q o 9 g 8 @ y � 5yq6� < Ra om $ H - Z 3� $V 1pQ O O ?V E y< z v =Y N o O W - o� _- $p Z Y a W C J 5 \ u _ a o + x ° cn s o a o y�z VI n rw d = H nmm� C z O U w = pe�nNm H so a d C a o n n w Qo o t 3 E w < 1N o s y ao = wyc n s � 2� a nl m Gil q r a J'o O F N o C h a: s �o +� $ jLL ti ill3a o & 1 T Z � �o N F ++ F ° E + + _ 3 J ° = o 5; a ®o � a a a y tt r L TT j' I+ off=—jj z a a rl n �l n r C 0 4 Z _ p Z Z v C �� o a :B xq V m= 3 p c o 0 m$ W� 1 xn nx:R 03. _ T o 2 Z s e + 4 p O v a v 6 O _ p g No Text � W a 59 32 wDi 9p yy 4- l-� 16 - s 0 z z Eja M rq ° � z Q cn Aao 0 z z cq 7 <� ea - Jo o$ Vl M u� 6 ,.,fi C� oc's v�ami mu �yy3� o W� �Y Rae W �ZZ o i h pE C J O \ # 7 N O O o N m * a �¢oo^� � nVvp 41 o- r Ew;c E z 0 I r < � o �II� U '"i 0 - • x ti y f im¢ 'c c o E. N R5 op `g bgH bo bow w ! F Z m T - } • x V L LLL t i i � 6So t agmi o c r' 7d N n C o � �W� �, AIL V3 off I - - I o 5 ti N V = 2 g NAS SURETY GROUP I 1 NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: RUSSELL D. LEAR, DARLENE KRINGS, JENNIFER WINTER, K-ANNE E. VOGEL, ROYAL R. LOVELL, KAY DILL, DIANE F. CLEMENTSON, BRANDI J. TETLEY and KEI I Y T. URWILLER JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 24t° of March, 2000: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, ' the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any ' certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." _ ; SEAL i Smm r. An&W02, rrwd�t • Chid EmEdw Om� d W Lmmtlmd lx c - _ P :�� � Gmv�r SERE. a rum ! solo. vh. irvddmt d Nae16 Amaim. spwdey r..eaa.e Fm�r O Daald K r rm m swot Vim FruicimfefwaaWgm. Iom d..1 h..nsa Compa.y • vice remldw of Nor& Amerce . Spedaay r.pn.m caspaq ' IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 19 day of January 2011 . ' North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: ' On this 19th day of January 20 11 , before me, a Notary Public personally appeared Steven P. Anderson . President and CEO of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , ' Senior Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective comnanies. --------------- 'DONKAD.Nctuy my C*=WW*suiaormhoa Immi . Donna D. Sklens, Notary Public ' I, James A. Carpenter the dully elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 19 tb&v of April 20 11 ' Lmm A. Carpmmr, Vim Prmidmt k Amin Seacmry of wathiegw ha=aumd roama.m Compmy a N=* Am Spe"ty hi..ama Compmy 0 z p = O \ a N o w 1u Ow s q a z v� -"q s = Q Oa r e o y I � - z� �rvF_ Z � w i� �.••� O u m mm - z a � O a„ � �'� µ�•I ��j m Z as a Z W o J ¢Sg U W . Q wn it �`yo 09 ee z Q z o < ee Z P J Ul z K I I O 1 -W- p :W =mz o Q 3� �rvn .j=.. Zjj�� J�� mr I Z co Lk oNz Is N me j. �\ ; Y yooa`� u I5 3 y N O O `El KZ n N �o� OZ . oomoU JN � � W� in chin T � VIQ v V Z a-Sgz L I w = N No Q wZ wo a. T a OZ< goo - O �z O t-u wp J z� aZ _ �z �� E ]Oz—� oZ "revs x v o s � g n SECTION 03500 PROJECT NIAPS In order of priority: Meadowlark Evergreen Boardwalk Boardwalk & Sandy Cove (spot repair, no map) Miramont Huntington Hills Woodland Park Hampshire Square Hampshire & Chevoit (spot repair, no map) Kingston Woods Spring Creek & Mathews (spot repair, no map) Brown Farm Wildwood Farm FortCollins 20 1 1 Meadowlark "`� 11 I I L Ci I I 1 Fort Collins 20 1 1 Evergreen FortcJLE ou�ns 20 1 1 Boardwalk * Miramont w qv Streen I �o tc Lins 20 1 1 Huntington Hills E r`�- Straen 1 I 1 1 1 t 1 1 1 1 t 1 1 1 1 1 1 1 i Fort Collins w r SV�m 201 1 Woodland Park City of Z WE 20 I I Hampshire Square Fort Collins / 201 1 Kingston Woods w�m�E I 11 I I 1 I [1 I t I Fort Collins 20 1 1 Brown Farm w` CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages CONTRACT DOCUMENTS 00300 Bid Schedule 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev 07/08 Section 00630 Page 1 B I I 11 11 I r I 1 I I I I I I I FortCotlins 201 1 Wildwood Farm ` 5trees SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF EVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) New Construction Activities for Municipalities 1 of 2 Street, Curb, and Gutter Replacement and Construction 1 of 3 Street, Curb, and Gutter Maintenance 1 of 3 Spill Prevention and Response 1 of 4 Utility and Storm Sewer System Maintenance 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 2 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 11 1 -� - j New Construction Activities for For More Information Name Municipalities Address City, State Description Phone This fact sheet covers new construction activities disturbing less e-mail than one acre not subject to a CDPS Construction permit. New construction includes, but is not limited to buildings, structures, Possible Pollutants capital improvements, roadways, and recreational components ' Sediment such as trails, restrooms, and other structures. Procedures Chemicals provided are general in nature and can be applied to any scale Organics or type of municipal construction. Trash When services are contracted, this written procedure should be Good Housekeeping provided to the contractor so they have the proper operational Waste Management procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, Employee/Contractor Training state, and federal codes, laws, and regulations. Proper Cleanup and Disposal Procedures Procedures Related Procedures Obtain all applicable federal, state, and local permits for Heavy Equipment and Vehicle construction projects. ' Maintenance ■ The Colorado Stormwater Construction General Parks and Open Space permit applies to construction sites disturbing one Maintenance acre or more, or less than one acre but part of a larger Spill Prevention and Response common plan of development. Street, Curb, and Gutter Replacement and A larger common plan of development is defined as ' Construction a contiguous area where multiple separate and Utilities and Storm Sewer distinct construction activities may be taking place at System Replacement and different times on different schedules under one Construction plan. Vehicle Fueling • A dewatering permit may be required if construction activities require the removal and discharge of ' groundwater offsite. • A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment ' traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be Page 1 of 2 1 11 installed and maintained in accordance with approved design criteria and/or industry standards. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. • Where feasible, grading activities should be scheduled during dry weather. • Best management practices will be periodically inspected and maintained as necessary. • Waste containment for concrete washout, masonry, paint, trash and other potential pollutants will be available when these activities are being conducted. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Employee Training Train applicable employees who perform new construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform new construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Cihj of Centennial SOP: Nezo Construction SOP, August 2007. Mesa Counhj, Municipal Operations and Maintenance Program, July 2005. Page 2 of 2 I I i I I lI I. I For More Information Name I Address City, State Phone e-mail Possible Pollutants Fine-grained sediment Organics Oil Saw -cut slurry Trash Good Housekeeping Dumpster/Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Dry cleaning methods Related Procedures Spill Prevention and Response i Street Sweeping Street Sweeper Cleaning and Waste ' Street, Curb and Gutter Maintenance I I I Street, Curb, and Gutter Replacement and Construction Description i Procedures involving the replacement and construction of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General Obtain all applicable federal, state, and local permits for construction projects. ■ The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development. ■ A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules Linder one plan. • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Page 1 of 3 nl t Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and/or industry standards. When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. Store materials in containers under cover when not in use and away from any storm drain "et. Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. • Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Sweep or vacuum the roadway as needed, during construction and once construction is complete. Best management practices will be periodically inspected and maintained as necessary. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Bridge Construction • Do not transfer or load any materials directly over waterways. • Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Work Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. Page 2 of 3 I ' • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work • Control the placement of road base or asphalt used in embankments or shoulder backing; do not allow these materials to fall into any storm drain or watercourses. • Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid waste. ' Painting and Striping • If possible, schedule painting and striping projects during dry weather. • Use thermoplastic or epoxy markings in place of paint whenever feasible. ' . Use care to prevent splashing or spilling of any liquid material. Follow the mill Prevention and Response procedure should a spill occur. Employee Training • Train applicable employees who perform street, curb, and gutter construction on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter construction. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References ' City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Storrnwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. r For More Information i Name I Address City, State Phone e-mail Possible Pollutants Fine-grained sediment Organics Oil Saw -cut slurry Trash Good Housekeeping Dumpster/Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Street, Curb, and Gutter Maintenance Description Street, curb, and gutter activities include concrete and asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and striping. Procedures involving the maintenance of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Dry cleaning methods Procedures Related Procedures General Spill Prevention and Response Protect storm drain inlets and drains with curb Street Sweeping socks, rock berms, inlet protection, or drain Street Sweeper Cleaning and covers/mats prior to any maintenance activity. Waste • When saw cutting ensure that no slurry enters . the storm drain, let the slurry dry, sweep it up, and properly dispose of the sweepings. • Do not perform concrete or asphalt patch work during wet conditions whenever possible. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Monitor equipment for leaks and use drip pans as necessary. • Sweep or vacuum the roadway once maintenance activities are complete. Page 1 of 3 ' Bridge Maintenance Do not transfer or load any materials directly over waterways. Secure lids and caps on all containers when on bridges. Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips ' might be spilled into a waterway. Concrete Maintenance Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. ' Asphalt Maintenance • Sweep to minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks. Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments or shoulder backing to enter any storm drain or watercourses. Apply temporary perimeter controls. Install silt fence until the structure is stabilized or permanent controls are in place. • Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste. ' • Drainage inlet structures shall be covered with inlet protection during application of seal coat, tack coat, slurry seal, and/or fog seal. Painting and Striping ' • If possible, schedule painting and striping projects during dry weather. Use thermoplastic or epoxy markings in place of paint whenever feasible. • The pre -heater for thermoplastic striping and the melting tanks used during pavement marking must be filled carefully to prevent splashing or spilling of materials. Leave 6 inches at the top of pre -heater and the melting tanks to allow room for material to move and splash when vehicles are deadheaded. Employee Training • Train applicable employees who perform street, curb, and gutter maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. ' . Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter maintenance. 1 Records The following records could be used to document activities performed: ' Page 2 of 3 1 • Records of employee training with sign -in sheet. , References City of Centennial, Departrent of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Storniwater Best Management Practices: Street Maintenance, No Date. ' Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Page 3 of 3 ' N•De...NN• wN:awz u�ocr� ACORD- CERTIFICATE OF LIABILITY INSURANCE DATE (M ;"") PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Flood & Peterson Ins., Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Corporate Mailing Address: P. O. Box 578 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Greeley, CO 80632 INSURERS AFFORDING COVERAGE NAIC # INSURED Northstar Concrete, Inc. INSURER A Colorado Casualty Insurance INSURERS: Pinnacol Assurance and Manhole Specialists, Inc. 1220 S. Garfield Avenue Loveland, CO 80537 INSURER C INSURER D: INSURER E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER p EFFECTIVE POLICY EXPQtAT10N ILIftS A GENERAL LIABILITY CBP8652302 04/26/10 04/26/11 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY CLAIMS MADE 5x] OCCUR DAMAGE TO RENTED PREMISES (Ea �) $SOO OOO WED EXP(Nry one pe ) $15 000 PERSONAL& ADV INJURY $1 OOO 000 X PD Ded:2,000 GENERAL AGGREGATE s2 000 000 GENL AGGREGATE EMIT APPLIES PER PRODUCTS -COMPIOP AGG s2000000 POLICY nx PNa LOC A AUTOMOBILE LIABILITY X ANYAUTO BA8653402 W26110 W26/11 COMBINED SINGLE LIMIT $1,000,000 ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Aw prison) $ X HIRED AUTOS X NON -OWNED AUTOS (Per BODILY ) $ X Drive Other Car PROPERTY DAMAGE (Per emee<I) $ GARAGELIABILITY AUTO ONLY -EA ACCIDENT $ EAACC OTHER THAN $ ANY AUTO $ AUTO ONLY: AGG A ExCESSA1MBRELtA UABILJTY X OCCUR CLAIMS MADE CUB654602 04/26/10 04/26/11 EACH OCCURRENCE $1 000 000 AGGREGATE $1 000 000 s $ FDEDUCTIBLE $ X RETENTION $10000 B WORKERS COMPENSATION AND 4108060 07/01/10 07/01/11 X I we sTATu oTH- EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE EL EACH ACCIDENT s500000 EL DISEASE - EA EMPLOYEE $500,000 OyFeFIICERIMEMBEN EXCLUDED? SPECIAL PROVLSIONS below EL DISEASE - POLICY LINTT $500 000 OTHER DESCRPnow OF OPERATIONS I LOCATIONS I vBocLES I EXCLLmOKs ADDED BY ENDORSEMENT I SPECIAL PROVISIONS RE: 2011 Renewal of 6088 Concrete Maintenance Project - Phase 11 The City of Fort Collins, and any other entities as required, their respective officers and employees, are listed as Additional Insureds as their interest may appear as respects General Liability. Insurance is primary and noncontributory. City of Fort Collins PO Box 580 Fort Collins, CO 80522 ' 'ACORD 25 (2001/08) 1 of 2 #S606337/M535103 V�..V��v.,•V.. •V VV .l rVr r�VrrY� rrrGrr\ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILLS MAR - DAYS YVRrT7EN NOTICE TO THE CERTIFICATE HOLDER NAMED TD THE LEFT. AUTHOR® REPRESS NTATNE F/000t ,r Ot+dclso.�1 I�►t.r�s.alcr,L ,?.A�[. JZS 0 ACORD CORPORATION 1988 I -T- For More Information Spill Prevention and Name Response i Address City, State Description Phone I Due to the type of work and the materials involved, many ' e-mail_ activities that occur either at a municipal facility or as part Possible Pollutants of municipal operations have the potential for accidental I spills. Some municipal facilities operate under Spill ' Chemicals Prevention Control and Countermeasures (SPCC) plans Toxics that include procedures for spill response. Proper spill Oil I Paint i response planning and preparation enables employees and contractors to effectively respond to problems and Fuel j minimize the discharge of pollutants to the storm sewer r Good Housekeeping � system. ' Waste Management j When services are contracted, this written procedure should be provided to the contractor so they have the Employee/Contractor Training proper operational procedures. In addition, the contract Proper cleanup and disposal should specify that the contractor is responsible for procedures abiding by all applicable municipal, state, and federal Related Procedures Fertilizer, Pesticide, and codes, laws, and regulations. Herbicide Application Procedures Heavy Equipment and Vehicle Spill Prevention ' Maintenance Keep work areas neat and well organized. Material Storage Materials Management • Maintain a Material Safety Data Sheet (MSDS) for each hazardous chemical. Follow the Outdoor Outdoor Vehicle Maintenance Material Storage procedures. Vehicle Fueling Provide tight fitting lids for all containers. Keep containers clearly labeled. Labels should provide name and type of substance, stock number, expiration date, health hazards, handling ' suggestions, and first aid information. Store containers, drums, and bags away from direct traffic routes to prevent accidental spills. Inspect storage containers regularly for signs of ' leaking or deterioration. Replace or repair leaking storage containers. Use care to avoid spills when transferring materials from one container to another. Page 1 of 4 Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment. Do not wash down or hose down any outdoor work areas or trash/waste container storage areas except where wash water is captured and discharged into the sanitary sewer (if approved). Conduct periodic inspections to ensure that materials and equipment are being handled, disposed/recycled, and stored correctly. Provide adequate spill kits or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists. Inspect each spill kit or locker regularly and after each spill response. Replace any spent supplies or repair any equipment that is worn or not suitable for service. Stock adequate personal protective equipment. Spill Response Safety Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or sample an unknown substance. If a highly toxic or flammable substance is discovered, staff should leave the immediate area and contact the appropriate identified response authority, such as the fire department. If there is any question about a substance, contact the appropriate identified response authority or other designated representative. Procedures Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the storm sewer system and to minimize the area requiring cleanup. Determine the source of the spill and stop the spill at its source by closing a valve, plugging a leak, or setting a container upright. Transfer material from a damaged container. Identify the material and volume spilled. Contact the appropriate identified response authority or other designated representative if you cannot identify the material and its properties. Refer to the MSDS to determine appropriate personal protective equipment, such as gloves and safety glasses and appropriate cleanup methods. Clean up spills immediately to prevent spreading of wastes by wind, rain, and vehicle traffic and potential safety hazards. Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and properly dispose of all clean-up materials. Use dry clean-up methods only. Complete all necessary reports. 1 J 1 r n 1 ISpill Reporting • A spill of any chemical, oil, petroleum product, or sewage that enters waters of the ' state of Colorado (that include surface water, ground water, and dry gullies and storm sewers leading to surface water) must be reported immediately to the Colorado Department of Public Health and Environment. ' Release of a substance into a storm drain, or onto a parking lot or roadway as part of a storm sewer leading to surface water, is reportable. However, if the material can be contained and cleaned within the storm sewer system to the degree that a subsequent flow in the storm sewer will not flush the substance to waters of the State, it may not need to be reported. ' Contact the appropriate identified response authority within the municipality or other designated representative and be prepared to provide details needed to report the spill to the necessary agencies. • Detailed spill reporting guidance can be found at http:/ /www.cdphe.state.co.us/op/ wgcc/ Resources/Guidance/spillguidance.pdf ' and hU://www.cdphe.state.co.us/hm/spillsandrefeases.htm Employee Training ' • Train applicable employees who perform spill prevention and response on this written procedure. Information regarding how to avoid and report spills will be presented during the training. ' • Periodically conduct refresher training on the SOP for applicable employees who perform spill prevention and response activities. ' Records The following records could be used to document activities performed: • Records of any major spills and the action taken. ' • Records of employee training with sign -in sheet. References ' Cihy of Centennial, Departnent of Public Works: Good Housekeeping, No Date. Cihj of Centennial, Department of Public Works: Materials Management, No Date. Cihy of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stornavater Quality Pollhition Prevention Guide for Municipal Operations: Parks Department Golf Course, January 2004. City of Lafayette, Spill Clean Up, No Date. Colorado Department of Public Health and Environment, Environmental Spill Reporting, January ' 2009. 11 I Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. ' USEPA Menu of BMP: Spill Response and Prevention, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009. ' Page 4 of 4 C I r I I I I I 1 1 1 I 11 1 [I 1 1 For More Information' Name Address City, State Phone e-mail' Possible Pollutants Sediment , Nutrients Metals Hydrocarbons Trash Good Housekeeping Waste Management Employee/Contractor Training Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle Maintenance Parks and Open Space Maintenance Spill Prevention and Response Street, Curb, and Gutter Replacement and Construction Utilities and Storm Sewer System Replacement and Construction Vehicle Fueling Utility and Storm Sewer System Maintenance Description This procedure addresses utility and storm sewer system maintenance. Utilities include power, sanitary sewer, water conveyance systems, and the storm sewer system. Power includes electrical and gas utilities. Maintenance of power may require excavation and reinstallation of lines including open cut trenching or directional boring in landscaped areas or street right of way. Electrical and gas line maintenance ensures services are provided to businesses and households without interruption. The sanitary sewer system is cleaned as part of routine maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and overflows may occur and can result in potential property damage and significant health concerns if not properly managed. Water conveyance systems are flushed and pressure tested as part of routine maintenance. Potable water systems must be properly maintained to ensure delivery of water that meets State and Federal health standards. Failures result in water main breaks that can cause property damage including erosion. The storm sewer system is cleaned as part of routine maintenance and on an emergency basis in the event of flooding. Maintenance will remove pollutants and ensure the system functions properly to avoid flooding. Flooding, ponding, and uncontrolled sheet flow can result in property damage and increased soil erosion. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. 111111111:017'allne El Procedures General • Conduct routine inspection and maintenance on utility and storm sewer systems. • Where feasible, schedule maintenance activities during dry weather. • Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed. • Wash and fuel the jet/vacuum truck per the Heavy Equipment/ Vehicle Maintenance procedure. • Properly dispose of vac truck contents. • Stay alert for any signs of illicit discharges. This includes "dry weather' flows or pipes or hoses emptying directly into waterways or the storm sewer system. • Report any suspicious discharges or dumping to your supervisor. Electrical and Gas Utility Maintenance To prevent sediment, mud and particles generated by power utility maintenance from entering the storrowater system implement inlet protection, perimeter control, street sweeping, vehicle tracking control, stockpile management and material management BMPs. Restore landscaped or hardscaped areas promptly. Potable Water Line Flushing Remove any debris from the gutter that could wash away with the water. If possible, sweep the flow line before flushing the line. Direct the water so that it is not flowing over exposed soil areas in order to minimize erosion. Water Line Breaks Contain spoils by building berms or installing rock socks around the area of disturbance. • Dewater the excavation by using a vac truck. • Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a water truck, through a dechlorinating diffuser, or other method of dechlorination. • Remove sediment from the street, curb, gutter and storm inlets as needed immediately following the repair. • Where needed, install a temporary patch or repave as soon as practicable following the repair. • If necessary, revegetate areas as soon as practicable following the repair. Sanitary Sewer Backup Clear line stoppage to prevent backup into house basements and manhole overflows Page 2 of 4 I ' Contain overflows by using emergency generator, pump and/or a vac truck to intercept flows. It may be necessary to construct additional containment. ' Clean up spills by washing and vacuuming the affected areas. Lime may need to be applied for disinfection of affected areas. Lime must be removed once disinfection is complete. ' Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts Clean storm sewer system by manual cleaning or jetting the pipes using a jet/vacuum truck to remove the material. Do not temporarily store collected storm system cleaning debris adjacent to any surface water, storm drain inlet, or drainageway. ' . Storm sewer system maintenance wastes may be either non -hazardous or hazardous. Solid non -hazardous waste may be disposed in a sanitary landfill or recycled. Liquid non -hazardous waste must be evaporated before disposing of it into the ' landfill or discharged to the sanitary sewer system with the approval of the local wastewater treatment plant. Hazardous waste, as defined under Colorado Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of ' at a permitted disposal or treatment facility. Replace or maintain "no dumping" stencils or plaques as necessary. ' . Remove trash from trash racks and grated openings. Detention and Retention Ponds • Inspect the outlet works and remove trash or vegetation from the trash racks and grates. • Inspect side slopes of the pond for erosion and reestablish vegetation as needed. ' Remove and service fountains and aerator motors as recommended. Report any suspected water quality problems such as a change in growth or ' appearance of vegetation. Report excessive sediment accumulation, standing water beyond the designed drain down time or damage requiring additional maintenance. ' Drainageways Drainageways include drainage channels, ditches, grass swales, and washes. ' Inspect drainageways for erosion and repair if necessary. Remove and properly dispose of trash and debris from the drainageways. Remove sediment which could impede flow in drainageways. ' . Leave an unmown buffer when mowing adjacent to drainageways to filter pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply ' landscape chemicals in the buffer area. Page 3 of 4 Employee Training • Train applicable employees who perform utility and storm sewer system activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform utility and storm sewer system activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stornaoater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storrs Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sezoer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Optional Additional Resources Municipal codes and ordinances that relate to utility or storm sewer system maintenance. Inspection and maintenance frequency plan for the storm sewer system. Specific instructions on how to operate applicable equipment. Instructions on how to track the amount of debris collected. Treated Water Discharge Plans for potable water maintenance. Page 4 of 4 Utility and Storm Sewer For More Information i Name System Replacement and Address ! Construction City, State ' Phone Description e-mail This procedure covers utility and storm sewer system Possible Pollutants replacement and construction. Utilities include power, Sediment storm sewer, sanitary sewer, water conveyance systems. Chemicals When services are contracted, this written procedure ' Organics Trash should be provided to the contractor so they have the proper operational procedures. In addition, the contract Good Housekeeping should specify that the contractor is responsible for Waste Management abiding by all applicable municipal, state, and federal codes, laws, and regulations. Employee/Contractor Training Proper Cleanup and Disposal Procedures Procedures ' General Related Procedures Obtain all applicable federal, state, and local ' Heavy Equipment and Vehicle Maintenance permits for construction projects. Parks and Open Space The Colorado Stormwater Construction Maintenance General permit applies to construction sites Spill Prevention and Response disturbing one acre or more, or less than one acre but part of a larger common plan of Street, Curb, and Gutter development. Replacement and ' Construction A larger common plan of development is Utilities and Storm Sewer defined as a contiguous area where multiple System Replacement and separate and distinct construction activities Construction may be taking place at different times on Vehicle Fueling different schedules under one plan. ' • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. • A U.S. Army Corp of Engineers (USACE) ' Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, ' drainages, ditches, creeks, streams, and rivers. 1 Page 1 of 3 11 Applicable sediment and erosion controls maybe installed, such as inlet protection, silt fence, sediment traps, sediment control logs, check dams and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and / or industry standards. • When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Where feasible, grading activities will be scheduled during dry weather. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Sweep or vacuum the roadway as needed, during construction and once construction is complete. Best management practices will be periodically inspected and maintained as necessary. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Emergency Repair and Replacement Emergency Discharges are defined as situations in which it is not possible to implement all of the available BMPs due to the uncontrolled nature of the discharge. The primary focus during these events is to identify and mitigate the cause as soon as possible. Clean up of resulting sediment or other pollutants will be performed as soon as practicable following the emergency. Refer to the Spill Prevention and Response procedure for reporting requirements. Page 2 of 3 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 6088 Concrete Maintenance Project Phase II - 2011 Renewal i PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: Northstar Concrete, Inc. CONTRACT DATE: April 8, 2011 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. a CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: I IRev 07108 AUTHORIZED REPRESENTATIVE Section 00635 Page 1 DATE I r �'L._ Ga h`zz-:' .i-i�>r'ai.�`. �+>.`4wfK+C.a-Scs:�:.,.iWesws�9z�a���is+'!.N-.i':.Le.e�Yv,'aa• Vie, .t.'ti9�3:;��. r+roaa'3uvs�"Ar M^.9rP .:tiy�+.+r .Yi.. c..f:..wa..�+..�:rd ' Employee Training • Train applicable employees who perform utility replacement and construction ' activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who ' perform utility replacement and construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. ' References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. ' City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stormwater Drainage Maintenance Plan, February 2008. ' City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. ' City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. ' Cihj of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. ' Partners for a Clean Environment, Storm Drain Maintenance, No date. Page 3 of 3 City of Fort Collins Regulatory and Government Affairs Division City of Fort Collins Verification Originator Revised Approved Issued. Initials Date LR Oct.09 ss 10/19109 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater Persons who will City staff who perform power washing, and their supervisor/manager. use this ESOP: A variety of City departments perform power washing. The employee Area of who power washes, and his/her supervisor/manager, will use the application: information in this SOP to guide their power washing, and supply purchasing, activities. Document I:\RGA Division\SOPs\ESOPs location: Revisions Rev. Date Description No. 001 002 Procedure Index 1.0 Purpose 2.0 Scope 3.0 Process 4.0 Training Requirements 5.0 References/Related Documents 6.0 Records Revision date: 10/19/2009 Page 1 of 3 I Fri I 1 City of Fort Collins Regulatory and Government Affairs Division City of 111 �f'tCollins �� Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater 1.0 Purpose 1.1 The purpose of this ESOP is to describe the appropriate methods of handling power washing wastewater. 2.0 Scope 2.1 The scope of this ESOP is limited to the description of the allowable methods of the disposal of power washing wastewater and the protection of the storm drainage system; the scope does not include specifics on how to power wash. 3.0 Process 3.1 Power washing wastewater must be prevented from running uncontrolled in the City's storm water system. The system includes streets, inlets, gutters, ponds, creeks, ditches, and the Poudre River. During the power washing activity, ensure the wastewater is controlled by the utilization of the natural slope of the land, or barriers such as inlet covers. Use of barriers on an impermeable surface also requires that the wastewater be vacuumed, collected, and disposed of properly. 3.2 General pollution prevention procedures: A. Use dry methods for surface pre -cleaning, such as using absorbent on small oil spots and sweeping up trash, debris, dirt, and used absorbent before power washing. B. Minimize the amount of water used during power washing activities. C. Avoid using cleaning products that contain hazardous substances (e.g., hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn wastewater into hazardous waste. 3.3 Prior to power washing, decide on one of the following methods of disposal: D. Landscape --power washing wastewater may be discharged to landscaped areas if the materials used and the material removed are not harmful to vegetation, there is no ponding, and there is no uncontrolled runoff to the stormwater system. E. Wastewater treatment system-- As long as the collected wastewater does not have an oil sheen, has a pH between 5 and 11, and does not contain any hazardous or toxic substances, the wastewater may be disposed of into the City's wastewater treatment system. Y If you add anything to the wash water (ie—a cleaning agent) or if you have questions about the content of your power washing wastewater, Revision date: 10/19/2009 Page 2 of 3 City of Fort Collins Regulatory and Government Affairs Division City of F6rt Collins Verification Originator Revised Approved Issued Initials LR Date Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater please contact the industrial pretreatment office at 221-6938. , Disposal into the City's wastewater treatment system may be done either by discharging directly to an inside drain, or by pump truck at the Drake wastewater treatment facility. Disposing by pump truck ' requires a waste hauler's permit, and a 5 cent/gallon fee will be charged. For fee information, or to obtain a permit, contact the industrial pretreatment office at 221-6938. ' F. Truck the waste to a different waste disposal facility. 3.4 Once wastewater has been collected, visible solids remaining in the collection area t must be swept up to prevent future discharges to the storm drain. 3.5 A sewer manhole cover may not be removed for disposal to the wastewater system. ' 3.6 If you are working in an area that is serviced by a neighboring wastewater district, such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that , district's industrial pretreatment coordinator before discharging to their system. Training Requirements 4.1 The training requirement associated with this procedure is knowledge of the proper ' management of power washing wastewater. References /Related Documents ' 5.1 http://www.cdphe.state.co.us/wq/PermitsUnit/PolicyandGuidance/powerwash.pdf 5.2 I:\RGA division\Illicit Discharge Program\Complaint Calls\pressure washing\City power washingguidance.pd f Records 6.1 The following records could be used to document activities performed: ' • Records of employee training with sign -in sheet. • List of power washing activities and departments responsible for conducting ' power washing. 4.0 5.0 Revision date: ' 10/19/2009 Page 3 of 3 '�J I 11 1 1 I For More Information Name j Address City, State i Phone j e-mail Possible Pollutants Metals Hydrocarbons Toxins Good Housekeeping Drip pans Secondary containment Automatic shutoff nozzles Signs Spill response plans Spill cleanup materials Dry cleanup methods Employee training Related Procedures Heavy Equipment/Vehicle Maintenance Outdoor Fleet Maintenance Spill Prevention and Response Vehicle Fueling Description Spills of gasoline and diesel fuel on the ground or on vehicles during fueling can wash into a storm drain and cause water pollution. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state and federal codes, laws, and regulations. Procedures General • Fuel vehicles at approved locations (municipal fueling station or offsite fueling station). • Provide spill kits near the municipal fueling location. • If fuel is stored in an above -ground tank, store fuel in enclosed, covered tanks with secondary containment (e.g., concrete barrier or double -walled tanks). All fuel tanks will be inspected per State and Federal regulations. • Periodically inspect municipal fueling locations for the following: • For above -ground tanks, inspect tank foundations, connections, coatings, tank walls, and piping systems. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank. • Check for spills and fuel tank overfills due to operator error. • Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly. • Report leaking vehicles to fleet maintenance. Page 1 of 3 Vehicle Fueling Follow all posted warnings. • Ensure that the nozzle is properly inserted in the filler neck of the vehicle before dispensing any fuel. • Remain by the fill nozzle while fueling to ensure the nozzle stays in place. • Do not top off the tank of the vehicle once the nozzle has shut off the fuel. • Follow the procedures outlined in the Spill Prevention and Response Procedure to respond to any leaks or spills. • Clean fuel dispensing areas with absorbent material. • Never use water to clean up a spill. Mobile Fuel Truck Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain inlets when transferring fuel and fueling a vehicle. Use secondary containment when transferring fuel from the tank truck to the fuel tank. All gas cans must be placed in the secondary containment box/ pan and remain on the ground when fueling. Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete, the funnel should be dried with a rag or placed in a container to avoid dripping fuel on the ground. Employee Training Train applicable employees who fuel vehicles on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who fuel vehicles. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle Fueling, August 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Fueling, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMPs: Municipal Vehicle Fueling, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June 18, 2009. Page 2 of 3 1 Optional Additional Resources Municipal codes and ordinances that relate to vehicle fueling. Locations of approved offsite fueling stations. Locations of nearby spill kits. ' Spill Prevention Control and Countermeasures Plan. 1 i F I I 1 I Page 3 of 3 Heavy Equipment and Vehicle ,'—For Morelnformation ] Name Maintenance Address i City, State , Description Phone I Regular maintenance of municipal vehicles and equipment, or e-mail municipality -contracted vehicles and equipment prolongs the life Possible Pollutants of the municipality's assets and prevents the leaking of hazardous fluids commonly associated with normal wear and tear of vehicles Metals and equipment. Toxins Potential pollutants generated at vehicle maintenance facilities Solvents (degreasers, paint thinners, etc.) include oil, antifreeze, brake fluid and cleaner, solvents, batteries and fuels. Antifreeze Brake fluid and brake pad dust When services are contracted, this written procedure should be Battery acid provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the Motor oil contractor is responsible for abiding by all applicable municipal, Fuel (gasoline, diesel, kerosene) state, and federal codes, laws, and regulations. Lubricating grease Good Housekeeping Procedures Maintenance activities should be performed inside a maintenance Drip pans building unless the equipment is too large to fit inside or Tarps temporary repairs need to be made before the equipment can be Covered outdoor storage areas moved to the maintenance building. Consult the Outdoor Fleet Secondary containment Maintenance procedure when it is necessary to perform repairs Proper disposal of used fluids outside of the facility (breakdowns, service calls, etc.). Spill cleanup materials Vehicle Storage Dry cleanup methods . Monitor vehicles and equipment closely for leaks and Employee training use drip pans as needed until repairs can be Related Procedures performed. Material Storage 0 When drip pans are used, check frequently to avoid Outdoor Fleet Maintenance overtopping and properly dispose of fluids. Spill Prevention and Response • Drain fluids from leaking or wrecked vehicles and Street Sweeper Cleaning and from motor parts as soon as possible. Dispose of fluids Waste properly. Vehicle Fueling Vehicle Washing Pagel of 4 Vehicle Maintenance Conduct routine inspections of heavy equipment and vehicles to proactively identify t potential maintenance needs. Perform routine preventive maintenance to ensure heavy equipment and vehicles are operating optimally. ' . Recycle or dispose of all wastes properly and promptly. Do not dump any liquids or other materials outside, especially near or in storm drains or ' ditches. Sweep and pick up trash and debris as needed. Body Repair and Painting Whenever possible, conduct all body repair and painting work indoors. ' . Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste ' properly. Debris from wet sanding can be allowed to dry overnight on the shop floor, then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer system. ' . Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size. • Do not use water to control over -spray or dust in the paint booth unless this wastewater ' is collected. This water should be treated and permission granted by the wastewater treatment plant prior to discharge into the sanitary sewer system. ' . Do not dispose of spray gun cleaner waste in the storm drain. Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. 1 I All hazardous wastes must be labeled and stored according to hazardous waste regulations. Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers (for example, oil drip pans with used oil in them should not be placed next to the used oil tank). Store new batteries securely to avoid breakage and acid spills. Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. Conduct periodic inspections of storage areas to detect possible leaks. Page 2 of 4 Do not wash or hose down storage areas except where wash water will enter the sanitary sewer as an approved discharge. Use dry clean-up methods whenever possible. Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain. Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids. Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. When steam cleaning or pressure washing, only discharge wastewater to an oil/ water separator connected to the sanitary sewer. When using solvents to clean parts, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. • Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the sanitary sewer or storm sewer. Vehicle and Equipment Washing Vehicles should be washed in the municipality's vehicle and equipment wash area/bay or taken to a commercial car wash. Employee Training • Train applicable employees who perform heavy equipment and vehicle maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform heavy equipment and vehicle maintenance. Records The following records could be used to document activities performed: • Record of any major spills and the action taken. • Records of employee training with sign -in sheet. • Heavy equipment and vehicle maintenance logs SECTION 00640 i CERTIFICATE OF FINAL ACCEPTANCE 20— , TO: Northstar Concrete, Inc. i Gentlemen: You are hereby notified that on the day of , 20, the City of Fort Collins, Colorado, has _ accepted the Work completed by for the City of Fort Collins project, 6088 Concrete Maintenance Project Phase , II 2011 Renewal. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated , 20 In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20 Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: Rev 07/08 Section 00640 Page 1 I References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. 1 City of Centennial SOP: Vehicle Washing SOP, August 2007. 1 City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Storrnwater Protection: Vehicle Repair. Spring 2009. IUSEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. 1 USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. 1 Optional Additional Resources Municipal codes and ordinances that relate to vehicle and equipment maintenance. Chemical purchasing policies. 1 Loading and unloading bulk materials. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. 1 Specific directions on how to use the municipality's vehicle wash area. Spill Prevention Control and Countermeasures Plan. 1 1 1 Page 4 of 4 I 1 I i I I t I I I I I 1 L SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Northstar Cocrete, Inc. (CONTRACTOR) PROJECT:6088 Concrete Maintenance Protect Phase II 2011 Renewal 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. tRev 07/08 Section 00650 Page 1 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this ATTEST: Secretary STATE OF COLORADO day of CONTRACTOR : Northstar Concrete, Inc. By: Title: )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 20 , by Witness my hand and official seal. My Commission Expires: Notary Public Rev 07/08 day of 20 Section 006SO Page 2 [1 i r 1 1 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Northstar Concrete, Inc. PROJECT: 6088 Concrete Maintenance Project Phase II 2011 Renewal CONTRACT DATE: April 8, 2011 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Rev 07/08 Section 00660 Page 1 I SECTION 00670 Section 00670 Page 1 I r I I I I 1 i A [I i I DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) A u7SnrSirTIV-111r r-kWQV27!T.r The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Regisbafion/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. Coples.of contract or agreement'pages (1).identifyingAhe contractingiparties EXEMPTION INFORMATION and (2) coritaining signatures of contracting parties:must be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, 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 lies) 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: llU NUi' WKIIE BELOW TH15 LINE Section 00670 Page 2 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 3 LI 11 L 66360 M SCHEDULE uryef Fort Callus Cmv Maietevmce Rejeu 21&aieE Bid M. 6088 C20t 1 Reaawal) ft. Na:. Itean Dncrlpt6n Dolt Cmtract Qnandry .Unt Priee Total 20201 Sawaatnng4' L.F. to: E. 3,00, 8. 30,00 20702 Sawat6ng-Adddimallnch Depth LF/IN, 0 $ 1,00 '$ - 203.01. Omml Ezavali ca UY 0 f 40.00 .5 - 203.02 Bursa 'TON 0 8 2500 'S =, 20801 Stotmwatar Pmiaohon - Rook Pled Walla - EA 20 $ 80N S 1;600.00 212,01 Scd .SF.. 0 E 'LN '5 21202 atdscape/Griganm Labor 'a 0 8'• .30.00-'3. - 304,01 Aggregate Base Came TON 1950- 8 '26.00 E. 50.700,00 403.01 Temporary Patching TON 360 i' l6nN 6 57.600, 00 60s.01' T)pe R'tale.-R.,&Replace(s'Opening) LA 0 $ 4,00000 :S. 604.02 TypeR Gild �RecoasavctDeok (4'OpenmgS EA 1' S 1,200.00 3 1:200.00 604.03 TWeR mid - Reeomcuct Did[ Additional Faot Cpeniilg. LF 0 $ -200m 'S - 604.C4 Catch Basin told: Rename&Replace EA 0 i 2,70000. S - M4.05. Czvca Basin In! M=Reconnect Deck EA '1 $' 1,00000 :E ym'o0 M4.06 Etch Basin-P.ecrostrvCDedc AddiOorel Foa Opmng / LF 0 $ -_'00.W S - 6407 Modified Type l 3 Cuh Lala-Remove&Replace =_A 0 E 2,700,60 3 - 604 C8 Modified Type 13 Curb ll ck -Re dtaa Y. Deck -EA 0 4. 800 N 5. - 604,09 Moduled Typ a 13 Curb Inlet -M ermla ONy EA 0 $. 70006 3 - 60410 Cmcrete Sidewalk Cvlve%t-Remove&Replace EA 2 5 1,500.N $ 3.000.06 604:I1 Metal Sidewalk Culved. 5/3'Plate -Remove&Replace EA 1 E 2,ow Do 'S 2,00000 604. 12 AlUimal Syuere Foot cf5/3' Plate SF 0 $ '150.N '3 - 608.01 Reccve Concede SF 50 5 207 S h0000 603.02 Rcmo and Haul Ftll s EA 0 V Imoo -$. - E0803 Apron S'- Remove&Replace SF 46N $ 7,00 s 32,2NA0' 60804 Crosspao-8'Rerave&Replace SF 5900. E 7.00 S 40,60000 60305 DrtveoverCurb. Outer &6'Sidewalk -R.n a&Replace LF 7050 E 3625 S 255,56250 6006 Driveovcr Curb&Cuter -No Sidewalk - Remove&Replace LF 175 3 '.22.N S 3,850.GD 'Mao Vortical Curb. GW &6 Sidawalc- Remwa&Rephe LF 275 $ Ism .$ 10,450D 00 603C8 Vertical Curb& Chdta-Nor Sidewalk - R.enoae&Replace IF 950 i 7-5 00 5 21,230.00 60809 Vetical riut011Cwb&Outer -Rau ve S, Replace LF 20 E 2203 'S' 440.00 608. 10 Baaier Curb l2'-Remove&Replace LF 0 $ 3000 '$ 603. t1 Hcll),00d Curb. Outtrr&6'Sidc-valk- Roane, &Rploce LF 0 E 34N 5 - 60312 Hollywood Curb&Outer-NO Sidewah -:Remove&3place [F 0 E 24N i. - M&13 Highbakk Curb&Gutter - No Sidewalk - Remove&Replace LF 0 $ 30 OD .3 - M314 Pedestrian Acces-Raap,Ra a&Replace SF 53N' i 7,50 S 39,750,00 d08.t5 Pedestrian AccssR op: Highback=Rer cee&Replace SF 0 $ 850 S - 60816 T,;nated Dome Panel. - SF 354 i 40W $ 14,,160.00 EMIT Flaorad:4•_R.'e&Replace SF 0 $ 5.25 5 - 60318 Fl3tw!&6'-Rmmwe&%ephce SF 2750. $' 6Z 'S 17, 197.50 60319 Rp!ace Flat.01k-P Additional Depth 3F 700 $ 0,75, 5 225.00 60820 Colored Concrete 4:. San Diego Buff'' -Up Charge SF A E 200 S Ma21' 4'Valley Pon (6)-Rrnwve&Replace SF. 0 $. 1000 :3 60822 C(nciete Pavethent.4'-R•mcii!.epace SF fj $ '7, 50 5 - 60823 Alky Approadl 8'-Runove&Replace SF 0 3 150 3 s 603.24 &Caulkm, LF 700 $ +50 S 3,1 i0,00 I I (Section 00670 Page 4 SECTION 00700 GENERAL CONDITIONS I I I I I I I LJ 1] I I I I I I I I GENERAL CONDITIONS OF THE ,CONSTRIUCTION CONTRACT These GLNERAL CONDITIONS have i*cn d6vclop6j.by using the ST.k\FDAR6 011NUUL CONDITIONS OF TUB CONSTRUCTION COVTR-,CT preoired 'by. the Engincers Joint Contract - Dmun - qnt3 ComrMuce, HJQDC No, ](.)I(" (199t) Edition), as 61sc,. Changesto that document are shown by un.derlining text.that hm,11Ln added and striking through text that.ha3 been deleted. 1--,JCDC GENERAL. CONDITIONS 1916-8 (19.90 EDITION), WITH cri-Y OF t;bia, COLUN&MODIRCATIONS (REV 9/*99) I I .Article or Paragraph Number &-ritic 799-1111TUT =M TABLEOF cowwrs OF crFNr,.RAi,!coNDi-HoNs. Page Article or Paragraph Number Number &Title 11 Addenda 1.2 Agreement. .................. *"* ...... 13 ca Application vment ............ 14 Asbestos 1.5 Bid 1.6 Bidding Documents ............................_I. 1.7 Bidding Requirements ..... ....... I 1-8 F56nds :1 1-9 Chang� Or ' dcir� ..................... ...... :I 1.10 Contract Documents 1.11 Contract 1 12 Contract 1 1:13 CONTRACTOR i 1 14 dafeciive.. ........................................... 1,15 Drawings ........... r .................. ---1 1 16 P.Mctivc Date of the Agreement.,,,..,.„. .1 1 17 ENGINEER_ ........... ........................... I 1,18 ENTGUqUiE[Cs Consultant 1.19 Field Order,,',-.... 1 1:20 General Requirements ................ ......... L21 Ha7ardous Waite 7 1;22.3 Laws and Regulzitians;. LaWs,or Regulations_,, 132 b Legal Holidays.......--: ...... 7 .......... 1.23 Liens. Y 1.24 ... .............................................. 'Vrllestone..... .. ***"*** ..... ­ ....... * ............ . 1.25 Notice of Award------------------------ ------ - I.Z6 Notice to Pr6cced 1.27 OWNER 1.28 Partial Utilization ............................ 1-30 Petroleum_---_.__,,,_, ..................... 2 L-i] Project ...................................:............7 1,32.a Radioactive Material .................. 131b Regular Working Hours.....W.--.- 1.33 Resident Projet::7]Zepresentative .. ........ 2 1.34 Samples;,,,,,,, 2 1.35 Shop Drawings .................... ............... 2, 1.36) Specifications_ ......... ... .............. 1.37 Subcontractor 1.38 Substantial Completion ......................... 2 1.39 Supplementary Conditions ................ ,1.40 SUPp!iCr ... ......... 1.41 Underground.................3 1.42 Unit Price Work ................. 41-;_3 1.43 Work .......................................... 1.44 Work Change Directiv I c 1.45 Written .Amendment ........ Page Number PRELUONARY MATTERS .. .......... ....... I- - I 2.1 Delivery of Bonds ..................... ; ...... 3 '212 Copies of Documents ............... I ....... ;3 23 Comminceraent of Contract Times; Noticie to Proceed...__.__,.- - 3 2.4 -Starting the Work ............................. j 2.5-2.7 Before Starting Construction: CONTRACTOR!s Responsibility to Report; Preliminary SLhediles. Delivery of Certilicrucs. of Insurance,._..-___. 3-4 2.8 PrecorisLruction 2.9 Initially Acceptable.Scfiedutes,--.- .,4 3. CONTRACT DOCUMENTS: INTENT; AMENDING; REUSE .......... ......... ... ...... 3.1-3:2 Intent ...................................... 4 3.3 RcCcrcncz to Standards and Speci- fications or Txhnical Societies-, Reporting and Resolving Dis- crepancies .........I ............. 3-4 Intent of Certain Terms Or Adj . ectives .......................... .......... - 3.5 Am ' ending Contract Doc=cnLs,,, ------ i 36 Supptem enting Contract Documents 5 3.7 Reuse of Documents 5 4.. AVAILABILITY OF. LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS .............................. i 4.1 Availability of Lands„ .......... 4.2 Subsurface and Physical Conditions 6 4.2.1 Reports and Drawings ......................0 4.2.2 Limited Reliance by CONTRAC- TOR Authorized; Techhical Data 6 4�2.3 Notice of Differ trip Subsurface or Physical Conditions ..................6 4.2.4 ENGINEEWs Review .................. fi 4.29 Possible Contract Documents Change...................................... 4.16 Possible Price and times Adjustments ...... ....... -W-.: --- ------ 6-7 473 Physical Conditions4:1-Inderground Facilities ...................... 7 4.3.1 Shown or Indicated,...,__„_._...,,__,,,,] 4.3.2 MOL Shown or Indicated 7 4.4 Mercncc Points ....... 7 EJCDC GENERAL CONDI [IONS.1910-3 (1990 Lq)I 110N) W dTY OF FORT COLLfN'S.\ior)iRcA-iib,.4,;(,RF.v wj,)) I I I H I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I Article or Paragraph Number. -Title Page Article or Paragraph Number Nurnber &'fitle 4.5 slsbestqs. PM, Petroleum, Hazardous Waste or Radioactive 'i'vlawrial ............ ........... 7-8 BONDS ANDINSUFLANCE ........................ 9 5.1-5. 2 Performance, Paymcniand Other Bands: l ....................... ..................... �8 15.13 Licensed Sureties and Insurers; Certificates of Insurance -5A CONTRACTORs Liability Insurance .........................................:9 15.5 OWNERs Liability, Insurance;, ............. 9 5.6 Property Insurance, .... .......... 5,7 Boiler. and Machinery or Addi- tioral Property Insurance ....... ...... 10 3:8 Notice of Cahcellition Proms on It) 5,9 CON&TR.ACTORa Responsibility for Deditctible Amounts 5.10 Other Special Insurance ................... -.10 5: 11 Waiver of 5, 12-i�. 13 Receipt and Application of Insurance Proceeds I 5; 14 Acceptance of Bonds and frism- rince; Option to Replica.,,,,;,,,,,,,,,,,,;, ...... 1 5.15 Partial. Utilization. -Property Insurance ......................................._I1 CONTRAcrows RESPONSWIVITIES ............... I I 0. 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" hems: CONTRACTOR'S Expense: Substitute Construction Xlethods or Procedures: �.NGINEER's Fvnluation 12-13 6.8-6. I I Concerning Subcontractors. Suppliers.and Others: Waiver of Rights ......................... 1344 6,12 Parent Fees and Rovaltics ................... J4 6'. 13 Permits -, ...... ----- - ____ .... ..... __;_ 14 6.14 Lws and Regulations .........................14 6.15 THxes 14-15 .6.16, Uie of Premises .............. ................. 15 6,17 Site Cleanliness,,,,,,,,,,,,, ..... 7:.,,: .... 15 6,18 Safe Structural Loading,,,,,,,,,,,,,„.....,, 15 6.19 Record Documents,,- ........ ............... 15 6.21) Sifety and Protection _15-16 6­1 Safety WpresentatiVe .............. 6.22 Ha7nrd Com municriticin Progignis ...... J6 623 Emergencies .............. ...................... 16 6�24 Shop Drawings and SimpIcs: ............. 16 [Inge Number :6:25 Submittaf proceedurm CON: -Review TRACTOR- i Prior to Shop:Dr'a-wing or Sample Submittal, 6.16 Shop Drawing X Sample Submit- tals Review by.E.NGINEEK 16-17 6.27 Responsibility for Variation.% From ContiiLt D6cuni ents.,,_,... 6.28' Related Work Performed Prior to ENGINEER'S * GINEER'Review and Appr6vil ofq'Re _Required . - _ � Submittals,,,,, .................. 6.29 Continuing the Work ............... 1_J7 6.30 CONTRACTOR% General Warranty and Guarantee ..... : ......... 17 63 1 -6.33 Indemnification 6.34 -Survival ufObligations,;,,,,,;,,,,,;,,,,, IS. 7: OTHER WOR.................................................. . 7.1-7.3 Related Work at Site 7A Coordination S. OWNERS RESPONSI - BILITIES.........................1 8 :9'1 Communications to CON- TRACTOR, 18 8.2 Rcphacciment of ENGINEER ............ 13 8.3 Furnish'Data andPay Promptly When Due.... .............................. 8' Lands and Easements; Reports and Tcsts 9.5 Insurance 19 8.6 Change 9. :M Inspections,' Tests and /\pprovals..............................:....19 '8.8 Stop or Suspend Work; Terminate covi(RAcTOR's Y9 Limitations anOWNEWS Responsibilities ............................ 19 8.10 Asbestos, PCBs, PeLroleutu, I lizardocis Wiste or Radioactive Material 19 8,11 Ev idencc of Finan6l Arrangements 19 9- ENGINEERS STATUS DURING CONSTRUCTION ....................... ....... ; ..... ........ 19 9.1 OWNEXs Representative ... __19 9.?' Visits to site.; ......... 19 9.3 Project Representative '** ............ *' 19-21 4 Clarifications and rn(erpre- tations 21 9.5 Authorized Variations in V&k ........ 21 LUMC. CLSMAL CON0111ONS 1910-8 (1990 LOITION) %vt CITY OF FORT.COM.M.. MODIFIC,NTIONS 1.RF.VW99) 11 Article or Paragraph Page Article or Paragraph Page Number Title Number Number &-ritie Num her 96 Rejeaing Defective WorL____,_ '21 13.8-119 _cov�ring Work at E Un -NGr- 9.7;9.9 Shop Drawings, Change Orders - KE-Ek!s Request 27 and Nyments .................................. 21 O.-to OWNER �Vfay Stop '. the Workr ...... 9.10 Deterniinapons for Unit Prices:__,- 21'-22 13,1 I Correction or Removal of 9A 1-9:12 Decisions on'Disputes; ENCH- Defective Work,,,- ....................... N NEERus Initial Interpreter ............. �22 13..[2 Correction Period .......................... .18 9:13 Limitations on ENtO[NEERs 13.1a acceptance of De/evive Work ........ 2S authority and Res onsib lities -:22-BI 13:14 OWNER May C6rrect Defective Work 28-79 CHANGES LK THE WORK 73 10.1 OWNERS Ordered Change,,., ............. ;q 14'. PA M IIENTS-TO CONTRACTOR ANTI) 10.2 Claim COMPLETIONMON 29 10-3 WarkNot Required by Contract 14A Schedulc'of Valucs,,,, Documents .....................................23 .14.2 Application for Progress 10.4 Change Orders ........................... : ...... 23 Payment.,.....:........ ;..'9 10.5 Notification of Surety-... ... 23 14.3 cow R-AcTows Wareanty of . Title;..; ..... � ....... _;.;. * ... ; ; 29 CHANGE OF CONTRACT PRICE ..................... _ ...... �3 14.4-147 Review 6f Applications for I I. I-] IJ Contract Price-. Claim f6r Progress Payments ................. 119 -30 - Adjustment; Value of 14. S: 14,9 Substantial Completion,,,, ........ 30 the Work--'-,--..--._.......r ........... 23-1-4 14,10 Partial Utilizitioa ............ 30_31 11.4 Cost of the Work ...........................7 -15 4 - 14.11 Final lnspcctioq .......... ...... .......... ;,3 1 11.5 Exclusions to'Cost of the W6rk .......... 23 14.12 Final Application for,plymetit ........ 31 116 CO,\rI'RA&I'bR's Fee,: ......... : ... ___25 14.13-14.14 Final Payment and Acceptance .... 1. 31 11.7 Cost Recor4. ...... ;__._:_,25'26 14,13, Waiver of Claims 11.8 Cash Allowances 26 11.9 Unit Price Work ................................26 IS. SUSPENSION OF WORK AND TERMfNATION 32 CELVNGE OF CONTRACT TINIES ............................ '6 1311 OWNER May Suspend Work .......... 32 12.1 Claim f6rAdjuvitmcrit ........ .............. 26 13. 2-1 i,4 OWNER May Term inatc ................ 32 12.2 Time of.the Essence ................ 115.5 CONTR-ACTOR May Stop M3 Delays Beyand CONTRACTOR's Work or. Term inaLe....___ ...... 32-33 Control.:... , .... I ..... : ........... w ....... ..'2(�27 12.4 Delays.&,yond OWNERS and 16, DISPUTE RESOLUTION.............................. :...33 CONTRACTOR's Control 17. N41SCEI.I.A.%'OUS 113 TESTS AND LN-SPECTIONS: CORRECTION, 17.1 Giving Notice,,,,,,,,;,,,,, ................. 33 REMOVAL OR ACCEPTANCE OF 17.2 Computation orrimcs .................... * 33. DUEC77KE WORK .................................................. 173 Notice of .33 13.1 Notice of Defects ............... ..........17 ..... 1 17.4 Cumulative Remedies ................... .113 13.2 Ace= to the Work ITS Professional Feesiand Court 133 Tests and Inspections; Costs fncltidcd ................. ........... j3 CONITRACTORs Cooperation .......... 27 17.6 Applicable. State Laws ................ 33-34 13.4 O%V\fh'IZ!s Responsibilities; IntentionaLly left blank„ ----- -------------- 35 Independent Testing Laboratory ........ 27 13:5 CONITRACTORs Ea]BIT GC -A: (Optional) .Responsibilities ................... ........ _117 Dispute Molution Agreement ................... ;_GC -AI 13.6-13.7 Covding Work Prior to Inspec- 161-16.6 Arbitration,.,..... -,...(tC-.A I tion. Testing or Approva1,_,_;,_,a'.27 16.7 NWiation.,_,, ... t­'..'.:'L.::::.:'_6C-A I LXW GENERAL CONDIT16NS 1910-3 (19AI ED111014) WCITY OF FOR'r C0LLQ,'SMc)bmcATu),,'3 (.RF.v.qiq,)J 11 I I I I I I 11 I I I I I I I I I I wDr.x TO Grkr,,RAL coNclrnoNs City of Fort Collins modifications to the,G'enefiiI Conditions of the Construction'C66 tract are not sho-%.vn in this iiiidex, Article or Paragraph Number Acceptance of - Bonds and Insurance .........................:..............?.la ,deftctiLe Work ............................10.4..1. 13.5, 13;lj ,final paym6nt ...................... ... ... . ......... ip-11 14,13 insurance.................................................... ..... .. 5,.14 other Work. by CONMNCTOR .................... 7.3 Substitutes and "Or -Equal" Items____ ... z__C7.1 XVork by OWNER_ ........................... 2.5. 630j 6,34 Access to the-- Lanck, OWNER andCOTI;RAC 'roR rcspons&liti;s:, -4. 1 site. related Work_ T2 Work . ................................ ......... t3:2. 1114, 14-9 Acts or Omissions--, Acts and Oni issjons­ 9.13.3 ENGINEER 20. 9,13.3 0" NTER .............................................. §.26, 8.11 Addenda -definition of (also see definition of Specifications) ..... ;.(1.6, L [0, 6.19). 1.1 Additional Property Insurances ............. ............ 1. 5.7 Adjustments -- Contract Price or Contract Times .................. ; ...... I.S. 3.5. 4A. 4.3.2, 4.5.2. ........ ._A-5-3, 9.4. 9,5. 10.2-10-4, q 11. 1'-) 14.8, 15.1 progress schedule......._........._.......................... W Agreement -- definition of 'Ali -Risk' Insuran , cc, policy forin ........................... 5. 6.2 Allowahces, Cash ....................................................I 1.8 .Amending Contract Documents-, ----- Amendment. Written -- in gcncral ...... JklO. 1.45, 15, 5.10. 5.12, 6.6.2 ............. ....... G- S. 2, 6.19. 10.1, 10.4, 11.2 ........ :­ ....... :* 12 li 13.12.2, 14.7.2 -appal, OWNERor CON7R_ACTOP intent to ..........................91 9A 1, 10, 4. 16.2, 16.5 Application for Payment -- definitiono( ...................................................... j.3 ENGWIFERs Responsibility,,,,,,,,,,,, 9-9 final payment ................... 9_13.4kk 9:13.5, 14.12-14 15 in,aeneral 1:8. 2.9,5.6. -4. 9. 10, 1 5:5 progress payment._..,.::.,,. review of ............. . .............. .,14.4-14-7 Arbitrati6ni .... ................. ; ...... ...................... 6.6 Asbestos— claims Pursuant thereto ...... ....... 4.5. 14. 5, 3 CONUR.ACT OR authorized to stop Work_ 4.5..2 definition of ............................. : .......................... 1.4 Article or Paragraph Number. .OWNER responsibility for......._..._ .....__.... 4.5. 1 :S. 10 possible price and'tifficschan,g6 .......................4.3.2 Authorized Variations in Work .......... 3,6.6.25. 6.27: 9.5 , iiiability of Lands....... ............................ Availability 4.1. 8:4 Award, Notice of --defined_,,,,,, 125 g Con.itrUCt,_ BeforeStarting lork ............................... 115-2.8 Bidii-definition of.... .................... i!:5 (1-1. 1-10, 2.3, 3.3, _ 4.2.6; 4, 6.13, 11.4. i_ .... ; ....... :... i.; -3, 11.9.1) Bidding Docummen6-definition ......... i ....... . Bidding Reilluirentients-aidefinition of ............. I .......... 7 .......... 7 (1.1.,4!2. 6.2) acceptance of_ ................... i .............................. 3.14 additional bonds .................................. fts,. 11.4.5i9 Cost of the Work ........................... ................. I IJA defiriilion delivery of ....................................... finil Application for Nyment,. ... ..... ..... 14:12-14,14 general ............................. ......... 1, 10, 5.1-5.3, 5.13, ...... 9.13. 10.5. 14.7.6 Performance,Plivnient and Other ....... ........ 1-5.2 Bonds and Insurance --in general ................................. Builder's risk "all-risk" policy form ........................ 5.6.2 Cancellation Provisions; Insurance_,_:.... 5.4.11, 5.8-5,15 ,Cash Allowances..................................................... His Certificate oCSubstantial C6mplction ......... 1.33. 6.30.2.3. �.14.5, L4,10 Certificates of Inspection .............. _ __9.114. 1 3j .5, 14.12 Certificates of Insuriince__. .- .1.7, 5.3, 5k4k 11. 5-4.13. 5.615, 5.N.. 5,14. 9.13.4. 14, 12 Change in Contract Price— Cash Allowances 11.8 claim for price adjustment .............4.1, 4.2.6, 4.5, 5.15, 6.S.2. 9.4 9. 11. 1U.2. 1 Q 5, 11.2. 13.9. ........................ 13.13, 13.14, 14.7. 15.1, 15.5. CONTRACTOR's t'cc 11,6 Cost of the Work general ...............................................1 t.4711.7 Exclusions ,, -M,.- ­_1 1.5 'Cost Records.---..:_:..:.:......;...,` ... - ------- I ---- 1,7 in general,,,;,,,,,,;,, 1: 19, 1.44, Cl, 11, 10.4.2, 10.4.3, 11, Lump Sum Pricirig .................... q ........... i ......... It.-3.2 Notification .of ...................105 Scope of .......... ­'­l ...... Testing and Inspection, Uncoverina the Work ...................... 119 [UMCGLNUU1. CONDMONS 1.910-S (t990 M-1101NI %YI(ITY OF FORT.COLL M. &IODIFIC.',XTICJNI.i(RF.V911)9) I I Unit PriceMork 11.9 Aiticle or Paragraph Number Value of Work 13 Change in Contract Timc-- Claim for times adjustment ......... 4. 1 4.16. 4.5. S. 15, 6. 8.24 9.4. 9.5..9A 1. 10;2,, 10.3; 12.1. .......... *.... 139, 13.13, 13.14, 14.7. 1 i. 1, -1515 time limits.. :,:_ .Contractual Delays beyond CONTRACTOR's ...... __:_:_:112 control - ............ I ......................... ................. 12:3 Delays beyond OWNtER's and CON-TRACTOWs control 1.1-:4 Notification of' surety;, .............. .......... ............ :10.5 Scope of change ........................................ 10,3-10.4 Change Orders - Acceptance of Defective Work__.,,-„-,_,.,,_,, .13.li Arnendihg,Contract Documents ._ ..; .............. Cash Allowances ...... I ........... I ........................ Change of Contract Pricq'..... ........... _­ ................ I I Change of Contract Times ....... _.. : ...................... 12 Changes in the Work- ---: ------- �..J 0 CONTRACTOR's fee 11.6 Cost of the Work .... ............................. 11.4- 1 1_7 Cost Records ­-.11.7 definition ........1.9 emergencies.,..,,, ............................................... 0.23 EN'G Wt ERs responsibility ....... 9.9: 10.4. 11.2; 12A execution of... ............ ........ .................... 10.4 Indemnifiction ... ..................... 6.12, 6.16, 6.31-6.33 Insurance, Bonds and ........................ 5.10, 5.13, 10.3 OWNER may term I inatc ................... : .......... 1.512-15:4 0WNiERs Responsibility;,,;,, ,,, 1_,.;$A 10.4 Physical Conditions - Subsurface and ; ........... I— ............... Underground Facilities, ............ I ............... 4.3.2 Record Documents 6.19 Scope of Change ... ........... ............ ....... 10.3-10.4 Substitutes 6.3;2 Unit Price Work I l.c; value of Work, - covered by ... .. .... .... ........ ....... 11.3 Changes in the Work...._ ..............--.------•...._.. ......... 10 Notification of surety._ ....... ...... ....................... 10J OWNERs and CONTRkCTORs responsibihticsi ........... * ... * ---- * . ................. Right to an adjustm ent ..... 1.................. .. .......... ............... 10.2 Scope of change ........................................ 103-10A Claims. - against cc)NTRAcTOR__.,.,__., ... 6.16 against against OWNER ............................................... §:32_ Change of Contract Prik ........................... 9:4. 11.2, Change of Ccntract Times, ....... ................. 9.4, 12.1 CONTRACTORs ------------- 4. 7.1, 9:4. 9. 5. 9.11; 10.2. ........................... 11,11 11,9, 12:1, 13.9, 14-8; 15. 1. 15.5. 17.3 CONTRACTOR's Fee 11.6 Article or Paragraph Number CONTRACTOKs liability .......... :5.4, 6.14 6.16. 0.31 Cost of the Work_ _ ------- ------------- I ... ....... 11-4,11.5 Decisions on Disputes ............................. _9.11, 9.12 DisputeResolution ......................... ................... 1.& 1 Dispute Resolution Agreemenk., ................ 16,1-16.6 ENGINEER as initial interpret0 k., ..... Lump'Suffi Pricing.. ........ --- 11.3.2 Notice of OWNER's .................. _9A 9.5, 9.11, 10.2, 11:2, 11.9 ............ 13.9. 13'13, 13.14, 17.3 OWNEWs liability,., ................. i.5 OWNER may refuse to make payment ................. 14.7 Professional Fees and Court Costs .Included:-,.._....17.5 request for forinal clectsion on ... :: ................ Substitute lrems. Time Extension 12.1 Time requirements .................................... 9.11. 12.1 Unit Price Work._-,-_-_-,-._..--- 11.93 Value of L3 Waiver or --on Firaiii payment .................14.14, 14.15 Work Change Dirwive_,, ........ written notice aire re d , - ­.; ....... 9, Ll, 1 1.2� 1 Clarifications,and Interpretations..,,,,,,.,,, 3.6.1-9.4. 9.11 Clean Site ..... ..... .. .... * ...... ..... ........ 0.17 Codes ofTechnical Society, Organi7muon or Association J3.3 Commencement of Contract Times.,_................... .......13 Communications-- gcncrai 5-2: 6.9.2. 8.1 Hazard Communication Programs :.:_-., ... __., ... 6:22 Completion— Final Application for Payment„..................0.12 Final inspection-.._....__...__..... . ..... ....... ... .. 14.11 Final Pavmcnt and Acceptance....,-,,.. _, 14.1344.14 Partial Utilization ......... ......... 14.10 Substantial Compie-tio-in'- 1.38- 14�9-14.9 Waiver of Claims,,.,,,.. 14.15 Computation of Times ........... ....... 17.2.1-17.2,' Concerning Subcontractors, Suppliers and Others.................................I................ ti. S6. I I Conferences -.- initially acceptable schedules ............................... 29 preconstrUCtLOn ...................................... ....... 1..8 Conflict, Error, Ambiguitv ,, Discrepancy - CONTRA&OR to Report...--„ ....:..... ..! ..... . 2.5, 3.3. 2 Construction, before starling by CONTRAUrOR .............................. I 5.2:7 Construction Machinery, Equipment, etc, ........ ........ 6A Continuing the Work.,,,, ............... *"'* ......... * ... 6.29, 10.4 Contract Docitments- Amending.......................................................... J.5 Bonds 5A EICDC GEINEFLAL CONDITIONS 1910 -8 (.1990 EDI MEN) wI CITY OF FORT COLLINS' .\IODERCATIC)NS(RF.V 91991 I I H I I I H I I I I I I I I I I I I I F1 I I I I I I I I I I H I I Cash Allowances............................................... 11.8 :Article or Phrigrhoh Number Change of Contract Prig .................................... I I Change of Contract Times .......... I i Changes in the Work..... :[U.4-16_5 check and verify ............ .................................... 2.5 Clarifications and Inter-pretatioris ...... z. ...... 3-6; 9.4, 9.11 definition of .................... __.i .... ­: 10 ENGINEER as initial interpreter of.,,_........... FNCHNFER as OWNER's represanLative ......... gcncrnt3 Insurance 33 Intent 3.11.3.4 minor variatioms in the Work ............................. .3.6 OwN'ER!s responiibilitv to rurnish data., 8.1 OWNFWs responsibility to n.6kc prompt payment .......................... 9_314-4, 14-13 precedence : ............................................. 1. 3.3.3. Record Docurnents., 19 Reference to Standards and Specifications of Technical Societies .... 3.3 Related Work ..... I .... ...........................................i7 . � Reporting and Resolving Discrcpnncics._..,__2.5. 3.3 Reuse of 3.7 Supplementing .................................................. 16 Termination of EINGRNMEWs Employment.... ... _ 8-2 Unit Price Work ...............................................11.9 v�arimionrk .......................................... 3.6,,6.23, 6:27 Visits to Site, FNGlt4FEP!s ................................ 9.2 Contract Price— Hdjuiam ent o( ...... 15. 4. 10.1 11.2- L 1.3 Charge of _. I 11. ­ .......... Decision on Disput6 .................. ..................... 9.11 definition cc ................................................ _'' I I Contract Times-- adjusunent of ........ I 15. 4. t. 9.4. 10.3; 12 Change of ..... I ......... I .................................. 1-2.1-12.4 Commencement of ............................................. ?.3 definition of.....................................................1,12 CO_NTTR.ACTOR- Acceptance of Insurance, ................................... 5.14 Communications 1 62..6.9.2 Continue Work ......................................... 6.29. 10.4 coordination and scheduling,-.,,,,, definition o( ...................................... .............. JA3 Limited Relian cc on Technical Daui Authorized 4. 12 IN/lay Stop Work or provide site access to others,,,,,,,,,,,,,,,,,,,,,,, 7.2, 13.2 Safety and Protection...................4.11.2, 6- 16, 6_1 8, ....... .......... : ......... .6.21-6.23, 7.2, 13,.2 and Shop Drawing Sample Review Prior to Submittal ........ vii Stop Work requirements ... .... ...... 4­­ ............. :.4.5t2 CONTRACTOWS-- Aivicle or Parigraph 'Number Compensation ............ ------ ­ --------------- Conti nuing,�)bligatiork .. . ........ ....................... 14.15 Defective Work,,,,,,,,, ,,............. 9 0 113..W-13:14 Duty to correct dfrctivu Work .... '13 11 Duty to Report -- .Changes in the Work caused by Emergency -_ ........... ............................... 6:23 .Defects in Work of Othcrs................................7.3 Differing conditions ... , 4.23 Micrepancy in Documents,.,,___, 6-14..2 Underground Facilities not .indicated,,, ..... 4.3.2 Emergencies .................................................... 6.23 Hqu[ipment and Machinery. Rental, Cost of the Work I ... 11.43:3 Fee --Cos t Plus........... ; ............ L4_5,6, 1 11.6 General Warranty and Guarantee .... .......... 0.30 Hazard Communication Programs,,,,., ...... Indemnification,.,,,._ ---------- 6-12. 6:16, 631-6.33 Inspection of the Work ............. ................. 7.3, 13:4 Labor, Materials and Equipment,,,,,,,,,,,,,,;,,,, 0.3-6. 5 Lawsind Regulations, Compliance by_,-_,.,__,_, Liability Insurance„ .. ..................... Notice of fritent to Appeal .........................9.10. 10A obligation to perform and complete theWork ....................................................6.30 Patent Fees and Royalties, paid for by ................ 15-12 Performance and Other Bonds 5,1 Permits, obtained and paid for by ...... ....... ....... 0.13 Progress Schedule ..... ; ....... 1:__ ........ 16.18. .......... 629. 10,4, 15.2.1 Request for formal decisionon disputes 9.11 Responsibilities - Changes in the Work., ----- ....... I ............. t Conceming Subcontractors. Suppliers and Others 6,3-6.11 -Continuing the Work,,,,, 629, 10.4 CON'TRACTOR's expense ........................... ().7.1 CON17RACtOR's General Warranty and Guarantee,..._..._.-- - ....... I., ......... 6,30 CONTRACTOR'S review prior to Shop Drawing or Sample submittal... __b.25 Coordination of Work _ _:. ...... : ...... :., 69. 2 Emergencies ............................................... 6.n ENNGFNEEEts evaluation. '36bstitutes or "Or-Equid" items, ........ ................ .. j6. 7.3 For Acts and Omissions of Others ........... .......... _6.9-1, 6 9.2, 9.13 for deductible amounts,insurance................... N general ........................................6, 7_2 7.3, 8.9 Communication Comunicition Prcgxmn*___,__,__6.22 lndenlnificqtion 6.31-6-33 EJCDU GEINSUL CONDMOINS 1910-S (1991) LDITIOM %v/ (ITY OF FORT COLL It, MOMFICATIO16tREV9109) Labori Materials and Rquipment 6_3-6;5' Laws and ........ :L,I6.114 Liability Instiraficc ... ... I — .... :,.5.4 :article or,Paragra,ph Number 'Notice of variation from Contract DocurucntsI .........................................I �J_7 Patent Fees and Royalties ............................6.13.. ...........................fi.12 Perin its...:: ... : ...... III .......... I..;; . ........ 6.13 Pr6gress. Schedule::_.::_ ......:.. : ......... 0-II-I., .... 6,6 Record Documents 6.19 relatdd Work performed prior to ENGL4EI:Ws approval of required" stibm ituils 8' -safe structural loading: ............................... :6.1.8 Safety and Protection .......... -0 1 7.24 13:2 Safety Representative,. ........... 6,21 Scheduling the Work ..... ...... ;j:: ........ .Shop Drawings and Samples,,,,,,,,,,,,, , "¢.214 Shoo,Drriwincs and Samples Review by ENGINTEER Site Cleanliness.. ...................... I _--------------- - 6.17 Submittal Procedures 6123 Substitute Conitruction \14c6acts and Procedures Substitutes and 'Of-rqual* items 6..7.1 ,Superintendence .........................I..................6.2 Supervision,, .... II ..........................................1 6.1 Survival of Obligations ........................... .... &34 Taxes 6A 5 Tests and Inspections .................. I ...... I ......... 13-S ToReport ........................ I............................ 2,5 Use of Prem iscs_;.; ...... ,_6. 16-6,18,630.2.4, Review. Prior to.Shop Drawing or Sample Suhtnittal ................. I ....................... 6,25 Right to adjustment for changes in the Work ...... 10fI;I right to claim ...... __-.4. 7.1. 9.4, 9.5, 9.11, 10.23 1.2, _j 1.9, 12.1. 119: 14.8. 15.1, 15.5. 17:3 Safety and, Protection,,,,,,,,,,,,,,,,, 6.20-0.22, 7.2, 13.2 Safety Representative .... ..................................I 6_21 Shop Drawings and Samples Submittals.,,, 6:24-6. 28 Special Cortsultants - ­ I— *** ... I ... ........ ----- --11-4.4 : Substiturc Constructiort Methods and Procedurcsfij Substitutes and "Or -Equal" Items. Expense ................ ...................... 6.7.1. 6.7. 2 .Subcontractors, Su pliers and d Others .......... 6.8-6 11 Supervision and Superintendence., ...6,1,.6.21 6.21 Taxes, Payment,by-, ................. .............. 1. 15.15 Use of Premises Warranties.and _._,.6:5: 6,30, WarranitV of'ritle I ....... I. I I .................................I 14.3 I Written Notice Reguired­ CONTRACTOR stop Work or term ataiq ...... :15.5 Reports of Differing Subsurface and Physical CAinditions 4.2.3 Substantial Completion, ...............................14.3 vlfl CONTRAcrORS—othtr Contractual Liability Insurance,,.:.,. ....... ,$!4.10 Contractual The Limit Article or Paragraph Number Coordination — CONTRACTOR s responsibility.; ...................... 15-92 Copies of Documents ..................... : ........................... 1.1 Correction Period.,:._,I - Ceirrection. Removal or Acceptance of Defective Work­ in general ................................... IU.4.1, 13.10-13.14 Acceptance of L)eIecdve Work ............ ........ 1113 Correction or Removal .of Defective Work ................................. 630, 13.11 Correction Pe "od ........ 12 OWNER May. Correct Defeefiv, Work ........ _.. 13.14 OWNER May, Stop Work,; ..... ...... 13,10 CMt7- o(Tests -and fnspectiorus, ........... I ................. ...... 13A, Recor&I 1.7 Cost of the Work -- Bonds and insurance, additional ................. 1. 11.4,3-9 Cash Discounts ....... 11.41 C6NURACTOR!s 11.6 Employee Expenses;,..::,...„..........:, -...,......,.I 1.4.5.1 Eeclusiuns to ....................................................111.5 G encralli.4-11.5 Home office and overhead xpcns(:5 1.5 Losses and damages ....................................1 11.4.5:6 and Materials ann I I-4-1, Minor expenses ........................ I— ....... ........ Payroll costs on -charges..:.::.:.::.:.:.::..:_:::::._ -.I 1.4.1 performed by. Subcontractors.,,., .... _JI.4.3 Records 11. 7 Rentals of construction equipment and machinery..,,,,.,,, I ........ I. .... -.11A.5.3 Royalty payments.- perm its and license fees 11.4.5.i Site office and temporary facilities ................ 11.4.52 Special Consultants, CONTRACTOR's ............. 11.4.4 Supplemental ... I ........... ..... Taxes related to the Work Tests and Inspoctiun ..........................................1 114 Trade Discounts I L 4.2 Utilities, fuel and sanitary 1-4,5 7 Work after regular hours,,,,.,,,,,, _......111-4.1 Covering Work .................:.........................I.... 13.6.13.7 Cumulative Remedies, 17.4-17 Cutting. fitting and 7.2 Data, to be'furnisbed by OWNER .............................. �t,3 Day -definition of ..............................................1 17.2.2 Decisions on Disputes,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_...., 9.11,9.12 dijective—deftnition of J. 14 defectiv, work — Acceptance of ......................................1 1014.1. 13.13 EJCDC GENERAL CONDMONS 1910 -3 (1990 HIM ION) wt CITY OF FORT COLUSSMODIRCAITONS (RF.V 9199Y 00300 Ot7 ai Fort"ios • Ceaase beum.ce Project- Poate Q 'Itnn Na. it. Descrtpt" Unl1 Cuatract Quantity Unii. Price, Tmnl. 60825 Sphshbdo&4• S: 0 3 600 S 60826 Exposed Aggregate 4' -Up Charge SF, J S 4,00 3 - 608.27 Reset FUgstme SF. 0 S 3A0, S 60828 Hand k Dispose Concrete with sire TON J S .1207 3 - 623,01 Eruption Slenag 3'PVC -Complete la Phse LF 0 $ 5.00 S - 63001 -No P.kn Sign Wth Stand .Pa Day Per Eadt t800 i 1.50 a 2,1100.00 63D,02 Vzratal Panel Witia3 Light Pi➢r/Per Farh 0100 S '050 S 7.M.w 00.03 Ctnnneliay Drum Widtatt Light P,,DyPer Each 50 S 1.10 S 35.U3 630 hX Typo l fII Barriade WIIhout Light Per.Day Pei Each 50 S 075 $ 37.50 630.05 Tyae lD Darrin&Witnoot Light Pa Day Per Eadi 50 S 3.50 S M.N 63006 Sze ASign Wdh Stand .Per Day P¢Fach 1550 3 1:5 3 2.557.50 630.07 See B Sign•With mood Per Day Per Each A50 s Z25 .$ 1,0t250 •63003 Sze A Speeulty Siyt- Col of bLaiunrnasvhg Each 0 i .200.G0 S - 63007 Si..e Is So ecial:y Si gn - Co,. o:!V.am3facNring Each 0 S 20000 S - no 10 Cone Wild Belteetive Strip PC Day Par Each 70 3 060 S 4,ZWQG o it II Safety Fence Per Day]?,Roll 30 S -law $ 20000 630.12 Light PenDay Per Earls 30 i 1.00 S 3000 63013 Advxnm Warning Flashing or Sequencing Arro.a Panel P, Dayper EachU20000 75.W $ 5,625.00 63014 Variable Wssige Board .Per Day Per Each 3 Q000.00 63015 Taffy Control Lperisw PaDry0000 S 30,W0,00 63016 TnH's Cm_rol Sup at ism Perld.36W S 18,000.00 63017 Flagging lar.4wr25.00 .3 30,000.00 TOTAL COST S �660,Yd7.50 So,I-5andred Silty T,nree Thssand Nine Hundred Thirty Seven Dollars and Fifty /s3cenD Signed �/ -Address. Z Z7 S - l9'�f at,6 A /eJu — cm,paay b or,�GQ>Gl-� tt-3C._ Lz,. --LA-0 . W qi og.-31 I Fhona'Faz cl10-203ror00 �x,-2n3—o�o0 Clla[1C Dne: 3usinea in CcemaTy Name pannership 2 I I I I I I I I I I I I I I I I I Correction or Removal _111:411, 13-11 Correction Period ....... 3.12 in gqneral._, ........ 13. 14.7. 14. 1 L Article or Paragraph Number Observation by ENGINEER,,,,,,,,,,,,, _„ ............... 9.2 OWNER May Stop Work ... - I.; ........ I ... ............ :13.10 Prom pt Notice of De lecis: .................................. 1_33. 1, Rejecting, Uncovering the Work. .......... ........... 01.13.8 Definitions Delays......................................4.1, 6.29, 113-12.4 Delivery of Bonds.', .......... I Delivery of certificates of insurance....... T-.2.7 Deterin inations for Unit. Pricer;,,,,,,,,,,,,,,, _.................. 0'10 Differing Subsurface or Physical Conditions - Notice of .............. FNGT3',TEERsRcvicw .................. ........ ;:4_14 Possible Contract Documents Change,,,,,,,,,,,,,,,a.2.5 Possible Price and Times Adjustments .............. 42.6 Discrepancies-keporting and Resolvin-..., .... 6,14.2 Dispute Resolution - Agreement _ ................ : ........ .............. ) 0.1-16.6 6,1-16,5 gqnera116 Mediation........................................................16.6 Dispute Resolution Agreement .............. ......___ . J6 1 -16.6 5 Disputes, Dec ' isi6ns by ENGINHER ............ ... 9.11-9,12 (*epics of.... .............. � _2 Record 6.19 '1 Reuse of Drawings -definition 15 Easements 4.1 Effective date of Agreement - definition of ............. j. 16 Emergencies--_ „_,_,_-.._..,.................... ............... G 23 r EN-GrNEER-- as initial interpreter on disputes,,,,,,,,,,,,,,,, :9.11-9,12 definition of '*"*'*** ­ ........... ....... ...... -1.17 Limitations an authority and responsibilitic.q ..... 9, 13 Replacement of ....... ­­-1- ............ ­ 2s. 2 Resident Project Representative........................... 0-3 ENTG[NEERs Consultant -- definition o,( ENG LNTLE R!s-. authority and responsibility. limitations 13, Authorized Variations in the Work.- ................. A 5 Charge.Orders, responsibility for__'93, 10. 11, 13 Clarifications and interpretations, ... _ ....... 3.63, 9.4 Decisions on Disputes 9.119.12 tkfecdve Wark. notice of ............. I ..................... 13.1 Evaluation of Substitute Items, ........ . ................ 6 7.1 Liability_ ..__:.: .... : : ............................ ....... C,32, 9.1 _2 Notice Work is Acceptable;, T_ 14.13 Observations ........................ ...... I ... 6.50:2, 9;2 OWNER's Representative .......... ! ..................... _.0 Payments to the coNrr RACTOP_ 'Responsibility Corr, 29,14 Recomfueridefion ofPn 1413 YM Article or Paragraph. Number Rcispofisibiliti'cs--Limitatiatfs on * ................. 9. 11 w9.1.3 Review of Reports m Differing Subsurface and Physical Shop Drawings.and'Saitiples, review respcin3ibitity ­ ­­'_'­­: .. .... ... * ......... :-6. '1 6 Status Dunng Constructicn- authorized variations in the Work .... __9.5, Uon Claril'ical ions and Interprets: ;t,, .......... _.; - ,9.4 Decisions on DispuWq .................... 11-9. 12 Determinations on Unit Price,,,,;;,,,,,;;,,,,,,, ,;P.) 0 ENGINEER as InitiM Interpreter----;-... 9A 14. 12 ENGENEM Responsibilities-.1 ........... 19,1,-9-12 Limitalions on ENGINFERsi Authority and .Responsibilitic* ......... ............ ....... OWNT-R's Representative ............. ....... 9'1 Project Representative.....--__-_ ................ 3 _9 Rejecting Defective Work.. ..... * ............. .... 9.6 Shop Driovingj, Change Orders and Payments ...... ............. 9.7-9.9 Visits to Site ; 9.1 Unit price determinatiomi .................................9.10 Visits to Site 2.2 1Vriitcn,c6fi sent required,-,-,_ ....................... 7.2, 9,1 Equipment, Labor, ,Materials and ...... .................. 63-6.5 Equipment rental,. Cost of the Work_.._,_,-_,-,__-, 11 4_53 Equivalent Matcrials and Equipment.-, „ 617 error or orn ........ d ..... ::_6.33 Evidence of Financial I Explorations of physical conditions,,,,,,,,,,,,,,,,,,,,,,,4�1' 1 .. - Fee, CONTRACTOR's--Costs Plus...........................11.6 Field Order— definition of, 19 issued by ENGINEER...............................3.6.1. 9.5 Final Application fior Payment..., ............. .... 14.12 Final Inspectionon ................... ............ Final Payment -- and Acceptance----_-- ...................... I ...... 14.13-14.14 Prior to. for cash allovances 11.8 General Provisions ...... 17,3-17.4 General Requirements_ definition o(, principal references to ............. Z6,�6.4, 6.6-6.7.:6.24 GMng Notice .......... ........... ITI Guarantee of Work -by CONTRACTOR ...... ; . ' 6.30,. 14.12 Hazard Communication Progrnm_q ...................... Hazardous Waste— definition 21 general--- .. : ----- _ --- ------------- ........ OWNER's responsibility for ............................... 8.10 CJCDC CENT ALCONDMONS 1910-3 (1990 EDITION) W CITY017 FORT.M.t. It MODMICATIOM I.RFV9199) 1 E Indemnification_„_,,,_- :.A... I .......... 61 _7 6.16, 6.31-6.33 Initially Acceptable Schedules.,.,-, ------ 2.9 Inspection- Certifi6tes of 13.5. 14:12 Final............................................................ 14.11 Article or Paragraph Number Special, required byENGINEER ...................... _9.6 Insurance- Ac ceptance of,*by OWNER ............................... 5.14 Additional, required by changes in the Work, ...... ­ I .... T ...:,-:._.....I..... 11.4.5.9 Before starting the Work� ......... ............ Bonds and --in general ...... ............. 5 Cancellation Provisions� ...... ........ . CertifiCates of 2.37 3,53, 5.4.1 L.:5.4. I 3l, ........ >.8. 5.14, 9,13.4. 14,12 completed operations,. ........ I ........................ 5 4. Ij. CONTPLACTOR!s Liability ............... ............. ..... i.4 CON,-M,kCTOR!s objection to coverage ............. 5.14 Contractual Liability....-_,...._._._---. ------------- 5.4. 10 deductible amounts, CONTRACTORs responsibility ........................................... ; .... 5:9 Final Application for Payment_,,_ ...... ...... 112J4.12 Licensed Insurers ;-; 11­53 Notice requirements, material changes ........ 5.8. 10.5 Option to Repince. ............................................. 5:14 other special insurances ....................................5. It) OW�IERas fiduciary for insureds .... .......... 5: 12-5. 13 OWNER's Liability..,......_,......... .............. ......... 3j OW'NERs Responsibility,,,,,,,,,,,,,, esponsibility.............. .8:5 Partial Utilization. Property lnsui­zncc..,., ....... _5.15 Property ... ....... I0 Receipt and Application of Insurance Proceeds ............. 5.1 25.13. Special Insurance ........................... I .... ­J. 10 --------- Waiver of Rights......_...................................... J 5. 11 Intent of Contract Docum cnts .............................. 11--3.4 .Interpretations and Clarifications ..................... 3.6.3,9.4 frivestigarions of physical cond;tIon.% .... I ..................... '2 Labor, Materials and Equipment.-„ .,_6_3-6.5 Lands -- and Easements $.4 Availability of..--- ........ .............................. 3_L 8.4 Reports and Tests ....... .................... Laws and Regulations --Laws or Regulations= - Bonds ....... 5;1-5;2 Changes in the Work._1 .... ------ Contract DccLuncnts.,,_­ ...... 11:­­3�1 co� - ITPAc7roRs Responsibilities .............. I ...... 6.14 Correction Period; defective Work ..................... 1112 Cost of the Work, taxes ................................ IIA5.4 definition of -------------------- --- L22 generi16.14 Indmnification ..... ............................ 6:31.-6.33 Insurance: ...................... _ .............. ................... i'3 Precedenee . ..... ....... ....... ........... ....... 3.1.3.33 Reference tq ......... .............. Safety and Protection_ ...... : .... ­.: I .... ­;,4_.6,2.0, 13.2 Subcontractors, Suppliers and Others ............ 8.8-6.11 Article OrLParagraph Number Tests and,lnsliectitms� ..................................13.5 Use of Premi .' . .......... ....... !­ .......... 6.16 Visits to Site ................. ..................... 4� ... .. .. ..9, - Liability Insurance.. CONTRAcrows .................................. ! ...... I ....... 5.4 OWNER!s 5 '.5 Lie - ensed Sureties and 1nsurer!j!_, .................. _ ....... i3 Liens-- Application for Progress Payment ....................... 14.2' CONTRACTOR's Warranty of Titic_ ...... 14.3 Final Application for 14,12 definition of, ................................................. ... !�23 Waiver of Claims......__... 14.15. Limitations on ENGDTEER's authority and responsibilities,__ ........... ........... ................... 7_9. 13 Limited Reliance by cot\rrPACTOR Autlicrized ­.; 2; 1 Maintenance find Operating Manuals - Final Application for Payment,--,-,.-: ..:.... ......... 14.1 . ) - Manuals (of others) -- Precedence __.... ......................... .......... Reference to,in Contract DocumcnLs Materials and equipment -- furnished by CONTRACTOR ....................... ....... 6.3 not incorporated in Work .......... . ....................... 14.2 .Materials or equipment --equivalent ....................... _63 Mediation (Optional),_;,;,__.-.. ....... :.1 ............ 6.7 Milestones--definitidn of ............................... ........ j.24 Miscellaneous - Computation orrinics ----­------------ - ........ -------- 17.2 Cumulative Rmeches 17.4 Giving Notice....................................................17.1 an Notice of Cla : 173 Prbfcssional Fees and Court Costs Included 17J Multi -prime contracts_.....-.---- ------- .......... ........... 7 Not Shown or (ndicitcd 4.3-2 Notice of-- Acceptability of Prc�ject ........ .............. ............. 14.13. Award, definition -of ......... Claim...................................... ................. ;.73 Defects,13,1' Ijiftering Subsurface-drPhysical Conditions. ..... 4.13 Giving .......... Tests and Inspections ................ I ...... I................ 133 Variation, Shop Drawing and Sample...............c .27 Notice to Proceed -- definition of......................................................I 3G aivingoC..........................................................2.3 LjcwOmqEF_A.L cosDi rmis 1910.3 (J 9W LINTION) wt Ll TY OF FORT COLLINS MODIFICA77ONS (REV WIJ91 I I I I Ill I I I I I I I I I I I I 7 Notification to Surety, ,- _ I0:5 testing. independent,,,, , ,,, .................,.,,,13.4 ' Observations, by ENvf, fEFR - _ 6 30 9,3 . use or occupancy Occupancy, of the Work 5 l5 6.30.2.4. 1410 of the Work J.15..6,jQ2.4. 14.IU Otdissions or acts by CONTR.�\CTOR';,,,,, , ,;;,;,64, 9.13 written consent or approval Open Peril policy form, Insurance..........................5.6.2' required ......................................... 9,1, 6.3. 11A Option to Replace .................................................. ;.14 ' Article or Paragraph Num bix "Or Equal" Items ......... .............. .......:............. ...........6.7 Other Work? ' 'Overtitiie Work --Prohibition of :...::..: ..::_ ,_---.._: ---- fj.3 oW�rsx - 'A\ eptance ofdefrcrire Work :......................... 0.43 appomt an ENGCNEER: `i.2 as fiduciary... _ 12 5.13 Availability of Lands responsibility„ ......14.1 definition oC.................................................... 1.27 data. furnish. -, Correct Defective \York ::.:,. ......,t 14 . m May refuse to make payent................ ....14.7 May Stop the. Work .......... ......... ........ ............. .13.Ifi May Suspend Work, Terminate-. _ .......:...........:_3.$:13.10. 15,1-15.4 ' Payment. make prompt. ..............83, .14.4, 14.13 performance of other work ............. ......... ............ :7.1 permits and licenses, requirements-__ ..,:,,_,,;, (,13 purchased insurance OWNFR's-- Acceptance of -the Work..............................0.30.2.5 Change Orders;. obligation to execute ...._..... Y.6, IUA Communications $a Coordination of the Work,,,_,..,,.•.._, ..,',.,::_:,„Q, 7:4 ' ..',. Disputes, request for -decision .I 1 Inspections, tests and 'approvals,__,. 3.7: 13.4 Liability l6sumnce..:..:.::..::.:.:....:.::.::::..:.:.::.::.:..5,5 ' Notice of Defects.............................................13.1 Representative --During Construction, ENGINEF.R's Status ................. . . Responsibilities -- .Asbestos. PCBs Petroleum. Hazardous- Waste or Radioactive \'faterial 5.10 ' Change Orders :..............". .......................R.6 Changes in the Work .............:....:: .,:.:....:.J0.1 com ni u n ica t ions ........................................... N. I CONTRACTOR's responsibilities .................. 3.9 ' evidence of Financial arrangements.,.._,.,..,.,8.11 inspections. tests and approvals,__: ........... �3_ 7 insurance, ...................... .............................5.5 ' lands and easementg.....................................,.............. U replacement of.ENGIINFER,,:.._.....:.............. .3.?. reportsand tests ........................................... .8-4 stop or suspend Work„.....„.,......: $A 13.102 15.1 terminate C0N7RA(70R's ' services.---_-_„- -7I;$; 15. separate representativeatsite ............................. 9;3 st ErCLtc GV_',T 1ta1. CONDri70NS 1910.8 (1990 M r10N1 wl CITYOF FORT CQ[.l.f\5 \(ODIFIC,\TiOYS fRF.V 9199 11 I Article or Paragraph ,Number written notice required. ..... ...... : ....... 71, 9A 911. .............................. H.2. 11,9, 14.7, 15.4 PCBs_ definition 1 _29 general...... ........................................................ 4.5 OWNER!s'rcsponsibiliLy for ........................ Partial Utilization- definition ....... 1.28 genera 16.30; 2-4, 14.10 Property Insurance ................................ ......... 5.15 Patent Fees and Rpyaltiesi ..................................... ..6.12 Payment Bonds.:_:.:._._.... ................ J.1-5,2 Paymenm Recommendation of.: ... 14,4447, 14:13 Paymcnts'to CONTRACTOR and Completion" Application for ProgressPayments, ....... ;.:: ......... 14.2- COINTMACTOR's Warranty of Title.,,_._.;,,__,.;, ] 4.3 Final Application for Payment ... ........ _J4,12 Final Inspection...............................................14.11 Final -Payinent and Acceptance ................ . 14.13-14-14 ,,Lrwral 14 Partial 6iflization 14.10 Retainage..........................................................14.2 Review of Applications for RrograssPnyments ....... _.; ........ I ........ :_14.4714.7 piompt payment........... I ...... .. ... .. .. ....... I --- z,;­­3'j Schedule of Values ..................... 14.1 Substantial Completion, .............................. 14.8-14.9 Waiver of Claims 14.15 when payments due...,..,... ............... 14A 14:13 withholding payment,_,,,_„.„ .................. ­1.1 .... 14.7 Performance Bondi ............................................. 5.1-5,2 Permits Petroleum - definition of ................................. .................... 1-30 general.............I................. _.................. .......... 4'.5 0WINEWs responsibility for,,,,,,,,,,,,,,,.............. S.10 Physical Conditions -- Drawings oL in or relating tc? ......................... 4-2-1-2 ENG INLEER's review ......... ........... 4.2.4 gist ing structures, ..... -------- ....... general 4.2,1,2 ........... ............................................ Notice of Differing Subsurface or.,,,,,,,,,,,,,,,,,,,,, 4.2.3 Possible Contract Documents Change.,,.,..._.__- _4.2.5 Possible Price and Times Adjustments, .......... ;4.2.6 Reports and Drawings ...................................... 4.2.1 Subsurface and ....... ; ..... I ................. i ........... 4� Subsurface Conditions A 2.1.1 Tcchni6l Data, Limited Reliance b'y CONTRACTOR Authorized ....................... - Underground Facilities --- general......................................................... 1 4.3 Not Shown crindicaed__ A .3.2 Protection o( ........................................ 4.3.6.26 Article or Paragraph Number. Shown or Indicated.,__:. ....:; _ ... 13.1 Technical Data ................................................ 4.2-2 Preconstruction Conferencq .......................................2.8 Preliminary' Matters, - Prelim inary Schedules ........................................... 2,6 Premises. Use of ­ ...... ... . ........... * ..... .. .......... 6.1": IS - Price; Chninge o(Contraq .................................. ...... I I Price, Contract --definition of,._ ... ProgressPayment, Applications for .__'.: .................. :J4,2 Progress Paynicnt--retainage .... ........ ...... ........... Progress schedule, CONTRACTOR's............16. 2.3. 29. ........ . ....... .. ­.­ 6.6. 6.29. 10A. 15.2.1 Project -definition of. ... 7� ..... ............... Project Representafty L e-- EINGMIMRs Status During Construction.... ...... _93 Project Represdntative,lkcsidcnt--d6finition of.„_,,,,_ 1.33 pfompi payment by,QWNFR.;..j;;:;; .... ; .............. ;.z: .... �13 Peoper,ty Insurtafice.- Additional ..... ­1 .......... ...... . _ ............... :J.3 pnerali.6.5:10 Partial Utilization .... ....... ­­­­ ...... 15; 14.10-2 receipt and applieation.or proceeds,,,,_,.,.,. 3.12-5.13, Protection, Safety and ..... ........................ (1.20-6.21, 132 Punch list ...... Radioactive Material— defintion of ...................... 11 ............................... 1.32 V11 nernl4.5 OMNER's responsibility for,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ........................... -S I U Recommendation of Payment..................14.4, 14.5, 14,13 Record Documents ................... __ ............... 26-19, 14,13- Records, c , 43, procedures for maintaining ..... .................... 1.3 Reference Points ;.i : ;___44 Reference to Standards and Specifications of Technical %. Socictic,' ................. . ; ........ J 3 .......... ­ 3- Regulations, Laws and (or5 ...................... __ ........ 6. i4 Rejecting Defective Work........._ ... 9.6 Related Work -- atSite ......................................................... 7.1-7:3 Performed prior to Shop Drawings and Samples submittals review 6....................... 23 Remedies, cumulative.-,:_.._..,-,-_ , . .... 17A. 175 Rcmobal or Correction ofDqj'ectfve Work ................ 13.11 rental agreements. OWNER approval requirLd ..... 1,1.4.5.3 replacement of ENGIIIEER. by OWINFER, ................... S.2 Reporting and Resolving, Discrepancies .... ......... 3.3.2 6.14.2 ,Reports-- drad Drawings.--..,...... 4,21 and Tests. OWNMs Resident and Project Representative-- Minition of ..................................................... 1.33 provision' fur............................................................ 9.3 EICDCGENLRAL coswnuNs ig to sowo miuotn wt CITY OF FORT COLONS MODIFICAMNS(MV 969.1 I I d, ill I I 11 I I I 11 I I I I I I I I I 7 I I I 11 I I I I I I I I Arti6c or Paragraph Num bcr Resident Superiiiiendent, CONTRACTOW$.­­,,­ Respon3ibilitlies­ CONTRaNCTORs-in general .................................. 15 E4GINEEKs-ingeneral; ............. ­.: ...................... 9 Urn itations an .......... ................................. :9. 13 OWNER'S -in Retainage ............ .......... ............. .......... 14.2 Rcusc: of.Docuinents ...... ........­ 3.7 ................. Review by CONTRACTOR: Shop Drawings and Samples Prior toSubmittal .......... .......... §.25 Review of Applications for Progress Payments. ..... ........ ................ 14.4-14.7 djus ..................... Right to an a tmen�­ ... :­ ............. In Rights of Way.-' ........... ................... ------- ................ . ... 4J Royalties, Patent F,=and,,;;,,,,,;,;,,;, ............... ; ...... 6.12 Sa.fe Structural Loading ........................................... 6.13 Sa feLy-- and Protection ............ t­':­�!­ ....... 43.2, 6.16, 6. 18. - ­--­--- ----- 6.20-621; 7.2. 13.2 general ........................................... I ......... 6-20-6.213 Rcpresentativc�, CONTRACTOR!% ....................... 6:21' Samples - definition of ....... general.................................................... Review by CONTRACTOR ............................. Review by ENGUNFER ......................... .... ().26. 6.27 related Work.....................................................0.28 submitral of 6. 2 4.2 submittal procedure4, ........................................6.25 Schedule of progress-, .... : ...... ­ ....... ;,.2.6. 2.8-2.9. 6.6, ....... I—— ------ 11 ....... ........... A29. 10A, B�11 Schedule of Shop Drawing and Sample Submittals 13-19, 6.24-6.23 Schedule of Values.............. 1.6, 2.8-2.9. 14.1 Schedules - Adherence to,, ........... ......... ................... ...... I Adjusting .............. ........ .......... 6.6 Change of Contract Tinic� ................................. 10.4 Initially Acceptable-,-- ­ 2.9 Preliminary ........................................................ 2.6 Scope of Changes ....... ­­ ....................... _10.3-16.4 Subsurface Conditions Shop Drawings - and Samples,,general .............................. ­6.24-6:28 Change Orders & Applications for Payments, and .... ... ....................... 19.7-9.9 definition J.35 FiNIGHNEIEWs approval of .... ............... .. ...... 3-6.2 �-.: ENGlIKEEWs responsibility for review ................ ....... I ............. 9.7; 6.24-6.29 related Work T- 7-- -­ ------ ------ r review procedures ................................ I$, 6.24428 Article or Paragraph Nurn ber submittal re airC red,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ........................................ §-�4 ..... I - Iq - Submittal Proceduies; .........................................6.2i use to approve.stibstituti.ons..,,_,, .... 6.7.3 Shown or Indicated ....................... ....................... 4-11 Site Access I 3:2 Site Cleanliness , 17 Sit6, Visits to - by ENGINIMR­: .............. :� .... ....... . byothers ........ I ...................................... 1312 .spcc;aLC­auscS of loss' policy -form, insurance definition of... ....... : ......... ..................... ­J-36 Specifications- defination,of .................................. 4 ......... ....... 1.36 orTechnical Socictics, rcferencc to...- ........ ­ 3.11 precedence,: ........................ %tandarcLs and Specifications of Technical Societies ......................................... 3.3 Starting Construction, Before,_,,,_ , 2.5_.8 Starting the Work ..................... -----­------------- ---------- 2.4 Stop or Suspend Work -- by CONTrR ACTOR...........................................15.5 by OWNER .... -------- ....... 13.10, 15.1 Storage or materials and etliLipment ............ ­. - ­­4.1. 7.1 Stru&urai Loading, Safety .............. I ............. Subcontractor - Concerning ............... ............................. 63-6.11 definition a( .................................................... j.37 delays...... ............. ................... .......... waiver of rights ........................................... 6. I I Subcontracturs--in general :..:...... 6.8-6.11 Subcontracts- required provision$ ... 611, 1143 'Subm ittals- Applicationsfor Payrnent. ................................. 14.2 ,Maintenance and Operation \/lanuil.%­...,. ........ 14.12 Procedures............ ............... ..................... --- 525 Progress Schcdulcs ............ I ...... ­­­ ... ; .... 1.1.16. 2.9 Samples ..... .................................. ......... 24-6.28 Schedule of Vqluevk ... ...... ­­ ................. 2.6, 14.1 Schedule of Shop Drawings and Samples Submissions_.........................­­.......2.6, 2-3-2-9 Shop Drawings ........................................ 6.24-6.28 Substantial Completion- Cfflification or 14.8-14.9 definition of... ................... I ................. I ............ 1.3S Substitute Constructicii Methods or Procedure* .... ­­6.7.2 Suhstitut,s,nnd "Or Equal" Items ...... .............. 6.7 CONI- TRACTOR's Expense., .... 0.7.1.3 ENGUNFFIVs Evaluation 6.7.3 'Or -Equal ........................ ..................... ­63. 1.1 Substitute Construction Methods EJCLV. GUMILALCONDMONS 1911).3(1990 EDIrI0,%II wlk'ITY OF FORT COI. M MODIFICATIONS iPTV 9109) I Ai-ticle or Paragraph Number or Procedures Substitute Subsurface and Physical (,'cnditions-- Drawings d4 in,or relatfig to: ........................ 4. 2. 1.2 ENZGMER!s Review .................................... _4.2.4 general _ .............. : .... ...... -Limited Reliance by CONTRACTOR Authorized 4.2.2 ,Notice of Differing Subsurface or Physical 4.13 Physical Conditions ...... ................. .::_4.2_ 1:2 Possible Contiact Documents Change ...............4.2.5 Possible Price andTimes Adjustments,,,,,,;;;,,,,,;- 4, i.6 Reports and Drawings._ . ......... 4.2.1 Subsurface and 4.1, Subsurface Conditions at the Site :4-2-1-1 Technical Data Supervisimt­ CONTRACTORs responsibility ---------------------------- 0,1 OWNER shall not supervise .......................... 8.9 FN61NEFR shall not supervise;,,,,,,,,,,,,,,, 91119.13.2 Superintendence .......... ...... ....... .......... Superintendent, CONTPACTORs resident ............. .62 Supplemental costs ............................. ........... 11.4,5 Supplementary Conditions— deftAition of .................................................I....1.39 principal references to ..... . ............ 10. 1. 1 1 S. 1.7 .7, .... ..... 11, 6.8, 6.13, 7.4; 8; 11, 9.3, 9.10 Supplementing Contract Docurnents­_ .... -3,6 Supplier— definition of .......................... ....................... lA() principal references to ........... 3.7, 6.5, 6,8-6.11. 6:22(k ... 1­ ...... ............................ 6.24, 9. 13, 14.12 Waiver of Rights . ....... ...... Surety - consent to final payment ........................ 14-127 14-14 ENGENFER has no duty to ................................. 9 ' 13 Notification of__-_-_...._..._ .. 1i - ----- ­10-1, 10.5. 15.2 qualificationof".._...._......._. * ... .... ........ ...... Survival of Obligations: .......................................... 15.34 Suspend Work, OWNER May ......... ............. BAU. 15.1 Suspension of Work and Termination--...................... 15 CONTRACTOR May StopWork or Terminate ­ .... ..... ... .... ................ QWINER Mly Suspend Work ..... .... 6WNIER May Terminate 5:2.15 :4 'N\es--PnymMt by CONTRACTOR ............... ... 6.15 Technical Data - Limited Reliance by CONTRACTOR .................. .2.2 Possible Price and Times Adjustment4.. ... :_: ....... 4.2.6 Reports of Differing Subsurface -and Physical Conditions ................................. ..4.2.3 xiv remporaryconstruction facilities ............. I ................. 4.1 Article or Paragraph Number Termination- by, CONTRACTOR.,--._,...._ .......... .............. 15.5 by QWNER .............. .............. .......... 15J -15:4 of ENGLNEERs _ cm I *OYM n c t P ............ 61 .... I ......... 8.2 Suspension ofWork-in general .............................15 Terms and Adjectives-, ... JA Tests and Lrispeoibns- A6cess, to the Work, by others ............................ 13,2 CONTR-AcTows responsibaitie-s ....................... 13.5 cost of 13.4 -- covering Work prior L9 ............. _ .. . ........... J3,6-137 Laws and Regulatiorts(or) .......... ...... ............... 13.5 Notice of Dcfws:, : 13.1 OWNER Nlay,Stop Work..._...-_ `--- ---.. __ ...... 13,10 OWNER's independent testing..., ..... ........ special, required by ENGINEFR ........................... 9,6 timely notice required........._,-_ ........... ...... Uncovering thework, at ENGINT-ER's request---------- --------------- 13.8-13:9. 'Times-- Adjusting.1 ................................ ........................ 0.6 Change of Contract---::.....:._ ........... ; .... ;­12 Computation of ..... ...... ......... J7.2 Contract Times --definition 0f, ... ... I ............... IJ: 117 day....... I ...... I ...... I ...................................1.7.1 &HIcstones Requirements:- appeals-................. ....... ....... 9-10, 16 clarificaii.ons, claims and disputes.,,_ ...... LIL­9.1 1. 11.2. 12 CommencemenDof ContractTimes. ....... __-2 3 Preconsmuction Conference...,..., ..................... I's schedules ................. ....................... 2.6, 2.9, 6.6 ,Starting the Work .......... .............................. . 14 Title, Warranty of.,­,­-,3 Uncovering Work....................I.........:............. 13.8-13:9 Underground Facilities, Physical Conditions— definition of 1.41 Not Shown LY Indicated.,.---... ------ -------- 4.1..2 protection of ....... . ........ .................. ..... 4.3,6.20 Shown or f4cated Unit Price Work - claims 1 -9.3 -definition of generall 1.9, 14.1, 14.5 Unit Prices- ­cnerall 1.3.1 Determination for (),10 Use of Premises .................................6.16, 64 IS, 6.30,2.4 Utility owners... ........ :­ ............... 13; 6. 20, 7.1-7.3, 13. Utilization, Partial ----------- 7 ------- 1. 28. i. IS. 6.30.2.4, 14.10 Value of the Work ................................................... 11-3. Values. Schedule of ........................ 16; .2.8-1.9. 14.1 [:JCDC GLNMAL CO' NIDI HONS 1910 -3 (1990 La)i rtbq) wt CITY OF Fowr COUNS'MOI)MCATTO'SS (RFV 9f9)) I I [I - Variations in Work -Minor Authorized-.__ .......... ... ... 6,25, 6.27, 9.5 Article or Paragraph I Number. Visits to Site --by ENGNEEP . ................................... 0.2) Waiver of Claims -.on Final Paymcni; , ...... 14.15 Waiver of Rights.by insured parties : ..... ....... 1_5.1 1 j 6.11 Warranty and Guarantee. General --by COIN7RACTOP ................................................0.30 Warranty of Title. CONTRACTORS..,,,,,;,: 41 Work -- Access to 1.3:'by others ...... ...................................... ................ 7 Changes in the ................ . ...... .... Continuing the .......... _- I . - . , I - ­ . T. CONTRACTORMay Stop' Work or Term inate ..... Coordination of. 7.4 ...... Costof the ... ...... .............. ...................... _ of..........I.,....... .43d6fnition *.*.*... ...... 1 ­ negleGtedby CONTRACT6k ..........................1114 other Work.. ...... _:r ............ ...................... — ....... .... 7 OW TER Nlay Stop Work ----------------- --------------- J110 OWNER May Suspend Work....., i 3. i ti, 15.1 Related, WdrkRL Site ................. I ................... 7.1-7:3 Starting the ........ .... 2.4 Stepping by CONTRACTOR ........ Stopping by OWNER ................................. . .*5. 5 ......[ 15.1715.4 Variation and diYintion authorized, minot ........... 3.G Work Change Directive — claims pursuant to.............................................10.2 defiriftion oF .....................................................1.44 principal references to,,,,,,,,,,,,,,,,,,,,, 3.3.3. 10.1-10.2 Written Amendment -- definition of,., ......... .............. ;.; ........... I_%,: ....... 1.45 principal references to ............... I t 101 3.5, 5,10,15.121 ......................... 6.6. _' 6. S. _2 6.19, 10.1. 10.4. -1 L2. 12, 1, 11111 14.7%2 3 - _� Written Clarifications and Interpretations. ­ 3.6.3..9A 9.11 ........... I ...... .......... Written Notice Required- by CON-71RACTOR .............. .............. 7. 1, 9.10.9.11, 10-4. 11,2. 12.1 hy OWNjER ........ ...... — 3.14 I I I w. I Ljciv,GL'.,;EickL coxDi rto.-4s igiu.s (vgqo EDtnoN) %V/ CITY" Or. FORT mu. m.. MODIFICATIONS , iRRV 9199) F (This pa.pt left hinK intentionally) L 'ICL)C,GENL' 116M 1910 -D -MAL CONDI , -8 (1990 h IRON) %0 dlytr FORT cbLLtNt.mcjrjRcA'FICINS(.REV.9�99.) I I I I I] I I I I 11 I I I I 1 I 17 11 1 71 I 1 GENERAL CONDITIONS ARTICLE 1--DEFVfT10',S Wherever used in. these General Conditrons:or inthe other -Contract Documents the followmg terms Have the' . meanings .mdiaited which arc�apphcabla to Huth the singular and pluralthereoE 1.1.. Addenda —Written or •graphiu- instruments issued. prior to the opening of Bids which clarify, i oacvt or .change- the Bidding. Requirements or the-' Contract Documents 1.2. .4greemew—The: ivritten contract between OWNER land C0NTRAC•1':0R coveringthe Work to be performed, odor C'ontm ict Documents are.anachcd to the Agrcemait and 'madea pan thereof as prtwided'ducrein. 1.3. 9Pplicatron for Payment —The 'farm: accepted by ENGINEER which is to be usm.by cotirRA(TOR' in requesting progress or final payments' and which isto. be ,accompanied b}, such supporting -documentation as is regttircd,by the Contract Documents. 1.4. Asbiaras—Arty material that contains more than one percent asbestos and is friable or is releasing ashi-stos filers .into the air above currdm.nction levels estnhlishid by the Clotted States Occupatiorul Safety and. Health Administration. IS: Bid -The offer or.proposal Of the bidder suhm'itted on the preicribed form setting. Binh the pric6i for the Work to be. performed. 1,6. Biding, DocimnemLv The advcitisementor invitation to Bid, instructions to bidders, the Bid fyrmy.and the.proposed Contract Documents (including all Adderfda issuedpriorto receipt of Bids). 1;7- Bidrhhg, Requittrmen4c—The a&crtisemcnt or invitation to Bid, in=ctions to bidders, and the Aid form: 1.3: Bonds-Perfor nirux and Payment bonds and other rrutrumunis clfsecurhy: 19. Change thdir—A. document recommended In• LNGNEGR,. which_ is: signed by CONTRACTOR and OWNER and authorizes an addition. deletion or revision in the Work. or an adjustment in the.Cunmict Price or the Contract Times,:issued&n or after the Effective Date of the Agreement. 1.10. Canlruct Dodimmn6—TheAgrcemerit, Addenda, (which .pcnaai W. the Contract Docrmenls); CON'TRACIOR's Bid (including doicunientation ac:cmpamyutg, lho Bid and arm• .post Bid do:umcniation .submitted poor to the Notice of Aai ard) when attached as an exhibit to the Agreement the Notice to Proceed, the Bonds. these General Cotlditlom the Supplementary -Conditions,, the 'Specifications and the Drawings -as the EXDC0EULkL CONDITIONS 19108 09." Erhard u! CITY OF FORT COLMI 6 NIOMFIC4TIONS (REV 4r.IX)a) 'same are more % ifi ally identified in the Agreement; together with .A Written- Amendments. -Change .Orders, Work Change Directives. Field Orders and F 4GWEERs written imermiations and clarifications issued pursuant to paragraphs 3.3, 3:6.1 and 16.3'on'W after the Effective• .Date of the ;lgrc anent_ Shop (moving submittals .approved pursuant to paragraphs 6;26 and:6.27 and the reports and drawings referred -to -in paragraphs 43.1 and 4_22 are not Contract Documents. Lll. Contract Price —The moneys. payable by UWigM- to CONTRACTOR for complrtionof theWark in accordance with the Cntitmet Diicuments as.mated in the Agreement (Wbjcet to the.provisions -of Mragmph 11.9.1 in the case of Unit Price Work): I:L_': Contract Times —The numbers of days or the dates smted in the Aercemenk (i) to achieve Substantial Coinpletibr4 and (ii) to complete the Work 'so ttrat'it.IS ready'for'final- paytrent,as evidenced. by ENGNEF;Rs written recommendation of final payment in accordance with paragaph 14.13.. l 1.1.. CONTRAc; TOR—'Ne person, tam or, corporation_ • wiih`whom 6Wa RR has cntcred'mto the .Agrccmcnt 1,14. defacrive—Art adjective .which when modifying the word Work refers to Work that is unsatlslactory, Nulty or deficient in that it does not conform to the Contract documents, or does not meet the requirements of arty ••.inspection..reference standard, test or approval' referred to in the Contract Docurkrits, or has-been damaged prior to ENGDTEER's rccommcndation of firm] pa; .nt (unless responsibility for the protection thereof has been assumed by ovNER at Substantial Completion in accordance with paragraph 14.3 or 14,1,0). 1.13: Drouvimgs--The drawings which show the scope, extent and character of die Work to be furnished and performed by CONTRACTOR and which Have been prepared or approved . by LNGFNEER and are referred to tn.the Contract Documents. Shop drawings are not Drawings as so defined. 1.16:. Effective Dote of the date indicated in the Agreement on which it becomes elfective, but if no such slate is indicated it.rnearts the date on which the Agrcemenl is rimed and delivered by the last of the two parties to sign and deliver, 1_I7, EVGI:VL•ER—The person, Cnm or corporation named its such'in the Agreement. 1.13; E,V%Y EER's Conwllam--A person, firm or 'corporation having a contract with ENIGLNEER to furnish services as ENGLNT.L•R's indcvcndcnt professional associate or consultant with respect to thn.Project and who is identified its such in the:Suppfcmentary Conditions. 1,19. Field Under -A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involver a change in the Contact Price or the Contact Times, I 120, 04nilid Requirementts=Sectioiu :of Division I of the Specifications, l.'_I.. Hazardous fYiau The tern Hazardous Waste shall have the meaning provided'inS-ection-1004 of the Solid .Waste,DLgvwl .a¢ (42USC'Seciiono9p3) as amended from timc jo time. I -'_2a. Laaoi and Regrdations: Lama orRequl6tions--Arty ,and •all appplicable. laws Mules. rcgulati`ons, ordinances. codes and orders of`any'and all govcrnmental':badics, agencies audhorwes aril courts havirng.jurisdiction I23:b. Leeol lf6Hdw>-shall be•those Holidays observed bt the Ciry of FortCol firs. 1,23: Glens -Liens charges, .security interests or encurnlr:nccs upon,rcal property or personal ptvlxrty. I =4. hlilestonv--A principal vent specified in the Contract Documents relalmg ta.an intermediate completion date or -time prior to Substantial Completiixi'of all the Work. Q5: Notice of•Aivard-A written notice by OWNER toe. the7appamni sucovscful hiddLritating•that upon compliance: by the aplinrcru successful trickier with the c6nditiorts precedent enumerated therein, within die time specified, OWNER will sigh and deliver the Agreement, 1.26. Nonce to Proceed -A written, notice given by OWNER to CONEfLACTOR,(with a copy to E'NGTNF.ER) fixing the date on which the Concoct Times will commence to run and on which CONTRACTOR shall van to .perform CONTRACTOR'S obligations under the Contract Documents. 1.27. OI ,WF_R-The public •body or authority, carpWation, association. f rn or pasont with whom CONIML CTOR his entered into the Agrecmentand •for whom the Work isto, be:prov ided 115. Partial Utilisation -Use by OWNER of a .suhstanCtally completed,part of the Work for the. purpose for -which it is intended (or a related purpose) ,prior to Substantial Completiinof all the W'trlc 1 29. PCBs-Pdlyehtorinated biphertyls. 1.30. PeoYJlenan--Petroleum, including crude oil or any fraction thereof which is liquid at standard condiuoins of temperature and pressure (60 dcgees Fahrenheit and 14.7pounds per, squareinch absolute), such as ail, petroleum, fuel oil. oil sludge, ail refuse. gasoline, kerosene and oil mixed with other non-Ha:ardous"l4astes and crude oils: 1.31. Project -The total construction -of which the Work to be provided Under the Conuact Documents.may be the whole, or a pah, as indicated elsewhere in the Contract Dommerim 1.31a..Ra4Boactrve-:1'Yaterial-Suuice, special nuclear: or byproduct -mnterinfes defined bytheAtnmis Pnergy- Act .of E,ICU(:(IEN'EF-I L cosui- 10NS'19 no -it (two Editiml. IV) C1l-yOF FORT COLLI ti5 dtOUIIficsFiONS (ItaY Al2e-)tq. 1954(az,USC .Section 20J I' et see:} .as autcnded from time to time.. ' 1:32.b, Retular IVorldnx Houtr Rtxndar working: hours are •defined as .7:ONm-.to 6:00om- unless otherwise specified in:the Genem l Requirements., 1.33. Resident Noject Representativ r-The_ authtvized representative of ENG11MER who maybe assimed to the siteor',any' part thercof. 1.34. Samples -Physical' examples of materials; equipr near, or workmanshrp that are. representativa of _some portion of the. WM and which establish the smhdards by }which such portion of the Work will be judged 1,35; Shop Orauings-All dmwings, diagrams. ilhatrations.,sclwdulcs afid other data or information which arc spec'I'lically prepared or assembled' by or for CONTRACTOR mid submitted by CONTRACTOR, fa illiuttme sonic portion of the Work- 136; :J`pec. 1 - . ,tr-'fha, , portions of the Contract Documcnts,consIsting of tcritten technical descriptions of materehls, equipatc-nt, construction systems, standards and workmanship as applied' to - the Work and certain adminisuative details applicable thereto: 1.37. Suhcnntractor--An individual, firm orcorpomtiorr .droving a direct conmea with'CONTRACT-OR or with anv other Subcoitrador for,tkc.perforiancc of a part of the t,Vork at the site. 1.33: Subvantial' C:onipfedon--The Work (nr a specified part diereot) has progressed to the point where; in the opinion of ENGINEER as evidenced by MTGINEER's definitive certificate of Substantial CocoPleiion. it is suffiiciently complete,. in accordance With the Concoct Documents, so.that the Work (or specified part) can be inland for the purposes for which it is intended; or if no such certificate is �issucd. when the Work is complete and ready for final payment as evidenced by ENGTNEER's wrincn recommendation of final payment in accordance with paragraph 14:13. The terms "substantially complete" and "substantially completed" is applied to all or part of the Work refer to Substantial Completion thereof. 139. Supplementary Cvndinrnrs-The part of the Contract Documents which amends or:supplements these. General Conditions. 1.40.. Supplier=A manufacturer, fabricator, supplier. distributor, matdialman or vendor having a direct contract with CONTRACTOR or with. arty. Subcontractor to 'furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilities -All -pipelines, conduits, ducts cables wires- manholes vaults tanks. tunnels or other such facilities or attacivnerte, and any encasements comakine such facilities which have been installed underground to furnish any of die following screices or 1 1 7 I I h 1 I h SECTION 00500 AGREEMENT FORMS 00520 Agreement 00530 Notice to Proceed I I [1 F1 1 11 I materials: etectricuy, gases, genet, liquid' .Petroleum products,, telephone,or other. commumcatiotts. . cable television, sewage and'ilrainage removal, t;atTigwr,iither euitrol systems or water., 1.42 Unit i (Ice (York—Wcvic..in he paid fiir an the hasis of unit prices. 1.43'. Work"T he entire completed . construction or the. various separately identifiubleypaarrtts thereof required to be Cur fished under the Contract Doctancnts. Work includes .and t}ic result of, pcCuiming_ or Ciunisliiiig labor and furnishing.and incorporating materials and equipmena''into the comstntction, and performing or, Cutrtishing.services and furnishing. documents, all as -requtted, by the Contract Documents 1-44.. (York Change- Virzcdw—A written directive to CONTRACTOR issued on or after the Effective Dula of 'the Agreement and signed by- OWNPAI and recommended -by ENGINEER. ordering an tidditiom deletiuh:urrevision in the Work, or responding to differing or unforeseen' physiGtl condidoris order which. the Work is io .be performed as provided in paragraph4.2 or 4.3 or to emergencies uindcr "niph 6.�._ A Work Change Directive will not change the Contract price or the Conntract 'Times, but: is evident,that the parties c,*r ct that the change directed or documented by 'a Work Change Directive wall. be, iitcorporatetl in a subsequently issued Change Orderfollowing negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph iO.3 1.45. H4itten Amen*nen_ti-A ttri_t_ten amendment, or the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with, the nonengincering or nontechnical' rather than •Stricily construction -related aspects 61the Contract Documents. ARTICLE 2-PRELLNMNARl•3GITTERS DeGverp ofBorrety. 2.1. When. CONTRACTOR .delivers the. executed Agreements to OWNER. CONTRACTOR shall' also, deliver,to OWNER such. Bond, as C:ONCRACTOR may be requited to furnish in accordance with paragraph 5. L Copies of Oocumente•; _.2. OWNL"R shall furnish to CONTRACTOR up to ten copies (unless otherwise. specified in -the Supplementary Conditions) or the Contract Documents as•arc reasonably necessary for the c.•cecution of the Work. Additional copies 'will be furnished, upon request, at the cost aprcyioduction. �Comnnencehtent of ContrrtciTiinev; No ice to Proe•ee'ct•, 23. The Contract Tories will commence to rain on the thirtieth day,ittter the F:tfeetive',Uate•of the Agecment, or, FJC'OCQkNM1L CONOIT10,Mi t9iQ S (1999 Ettiliail, cdCI"ITof FORT COLLINS MODIFICATIONS(RLV I allt) if Notice to Proceed is given, on the day.indietted in the iNotice to -.Proceed A NoticetoProceed maybe given,nt anytime widl n thirty days after the Effective Date orthc Agreement '-114 He _ .eht 41 h.- "GOF4FIIAr:..c:.. oFBidoperirte•or the-thiruetlyda�atltr-eha•6fCratiy.>(�eeie aFt}ta :�an�tF,-whieheverdgtris earlier. Saarrrng the woik: 2A. CONTRACTOR TOR shall start to perform the'�Vork -on. the date when the Conirad times commence to rain, btitno Work shrill be done at the site prior to the date on which the Contract Times commence to run ,Hefnre Starting Con.ururtinn: 25: Before imdmiking each part. of the Work. CON -PACTOR shall carulully study and compere the Contract -Documentsand check and verify pert ment ,figures shown thereon and all applicable Geld nieasuiements coNTRr1CTOR shall promptly report.in writing -to FN('rb�tFERR any.coriflicL error, ambiguity or .discrepancy which CONTRACTOR may discover -and shall,ohtin a written interpretation or -clarification. from ENGINEER .he4ore prnxeeding with ,any Work affected thereby_ however. CONTR.ACI'OR shall not be liable to OWNER'or FNGrINF.ER for failure to report any contlict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or mssnntbly should,have known thereof, 2:6.. Mithin ten days after the Effectivc.Datc,of the Aigecmcni (unless •othen"visc specified in, the General ,Rcquinmtentsl. CONTRACTOR shall submit to L17GnjEERfor review: 2.6•1. a prelaninary progress schedule indicating the. times (numbers of days or dates) C4 startintr• :and completing die various stages of the World including any Milestones specified in the Contact Doainients: 2.61 a prelim chary schedule of Shop Drawing and %triple .suhmitmis. which, will list each required submittal and die times for submitting, reviewing and processing such submittal; _:0:2.1. do no .case will a schedule .be acceptable tv_hich allows less than 21 calendar days for each review fit Engineer. 2.ti.3. A preliminary schedtde or values for all of the Work which will includegtwndiies and prices or items atgegating the Contract lsricc and will subdivide the Work into component parts in sufficient detail to.serve as the basis for progress. payments during- constrtidicnt Such prices will include an appropriate. amount of overhead and, profit applicable to each item�of Work. :17: Before anv Work. at .the site ,is 'started,. •CONTRACTOR arri1- OWNER , shall each deliver, to the, etheF OWNER with copies io crd;ki-,arjtli6ienel=}ttsttruFl igentiGed-in-dhz?Satpplenhewtst3-E nditians E'NGWEETt certificates of huurance,(and other evidence of'insurance 'i eiir"y ce ues! nequeskd by ObVNF'R) whii:h CO CT_ isiequued Ld purchase' and maintain- in ' accordance- with paragraphs 5.-s-5:o-eitd-5-7, Precon.stru cti on 'Conjerrn c e. 2.L Within twenty days after the Cbmmct Times start to runt, but before any W orb: at the site is 3tArted `e'eonfererice attended.by CON[RACTOR '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 paraph 3.6, procedures for handlingrag shop Drawings and other submittals processing Apphczuons for. Payment and maintaining required record& IniNativ.acceptaMe Schedules.• 2.9. otherwise OR and'others as rippfi [ffiete designated ted by O\VN[;R will be held to review for acceptability to FNGINFER as; provided below the schcdules submitted _in accordance. with CONTRACTOR shall have an additional tendays to make corrections and adjustments and to complete and resubmit the. schedules No progresspayment shall be made to CONTR \CTOR until the schedules are submitted to and acceptable tobiNGINEER as provided below. The progress schedule will lx acceptable -to-FNGiNF.FR as providing an orderly progression of -the Work to completion within :iny specified Milestones and the. Contract Times, bit suchacoeptance will neither-unpose on ENFG4VTLR responsibility for the sequenc'n scheduling or proojess of the Work urfem nor inwith or relieve CONTRACTOR from COYMACTORs full responsibility therefor. CONT•RACTOR's schedule of Shop Drawing and Sample submissions will be acceptable to.F3NG11NFFR as providing a workable arrangement for reviewing and .pressing the required wbmittals CONTRACTOR's schedule of values will be acceptable to ENGINEER as to form and subsumce. ARTICLE 3--COtr•` RACT DOCQNMNTS: ITTEY17, . &M-N"DLNG, REUsE. Intent 31, 'rho Contract Documents comprise the entire aaaeement. between OWNER .and- CONTRACTOR' concerning the Work. The'.Contraet Documents are complementary_ what'iscalled ror bv'one is as'bindine as if called 'far by all. The Contras Documents will be construed inaccordancc with the law of. the place.of the NecL 3:1-' it .is the inteni of the- Contract ,Documents to E&DCUENUR LCONDMON tvtn-trureoBclidml u7 U1Y OF FOILT COLLI NS :ttOD17!IC.4'rIONS tI1L• V A4arAo) oesceibe a functionally complete Project (or part thereoo to be constructed L: aceunlanee'.With ' the C6 ntrael Documents Any Work materials Cv equipment.that may real inably be inferred from the Canlrect' Documents or From prevailing custom or trade usage is being required to produce the intended result ,will be furnished: and performed whether or not specifically Lulled 16r. When words or phrases which have a well-known technical•or . conitruetion industry or trade meaniiag' _are. Used to' clescnbc'Wu&,materials or equipm L such weans ix phrases :shall be interpreted "in acxordance with that meariir.-.CleriCn-.•ttions,and interpretations of. the Contract Documents shall be issued by ENGINEER as provided'in paragraph 9A 3.3,. .Reference w Randards-and.Specifcaiions of .Technical" Sociedew Reporting and ResWIvirtg. 33:1. Reference. to, standards, 'specifications: manuals or modes oFany tcchnical.s66iety, on ganizatiun or,associatiory or to the Laws or, Regulations of any. governmental -authority;. whether such .ret f%:r= .be. Specafne,�or by, implication shall niean the latest unndard, specificaribn; manual, code or Laws or Regulalionsin Aect atthetime o f opening of P,i&% (or, on tho'E•:ffective Date of the Agreement if there were no Bids),. excupc as ,may bc.otterw-ise specifically stated in the Contraet.Docutnerlts: .3.2. It; during the.perfamiance, of the Work, -CONTRACTOR d&avcrsany contlict, error, ambiguityof discrepancy within the 'Contract Docunhcrus or between the Contract Docuntats and any provision of any' such Caw or RL&ation applicable• to•the,performance of the .Work or of nny such standard; specification, manual or code or of any instruction of any'Supplier referred to in paragraph 6.5, CONTRACTOR shall report. it: to, ENGTNEFR in writing at ones; ahA CONTR\CTOR_ shall not proceed with the Work affected thereby. (except in an emergency as authorized by paragraph 6.?3) until un amendment or supplement to the Contract Doctanerits has been issued by one of the methods indicated in paragraph3;i ,or 3,6*_ provided, however, that CONTRACTOR shell. not be liable to OWNER or 'LtiNGLVBFR for thilure to report any such conflict. error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known'thereof. 3.3.3, Except as otherwise specifically stated in the Contract Documents or as may be provided _ by amendment or supplement thereto issued by one of the methods indicated in. pamaaph3S or 3.6, the provisions of the Contract Documents shall rake precedence in ree'olvi ng any.donflict, error. ambiguity or.discreparicy between the provisions of the Contract Ductanents and: 3.33.1. the provisions of :inv such siandarcL specification, manual;.cadeor instruction(whabcr or not specifically incorporated by relereni;c'in Lite Contract Documents); or I [1 3.3:3,2 ,the tirovisiaas of any such Laws orRegidations npplicahle lotibe^performance-of the 'Wort; (unless such an inlerpietation of .the prmF ons of the:Contracl Documents would result - in violation of such Law ix Rcgulatiat). No provision of any such manual; manual; codeor.instruction shall be c6zctive to thnnge the duties .and responsibilities. of OWNT~R CoYrPACfOlk n ENGINFER; or any of thcir:subeontiacfar&. ccr ltitm, :agents or employees from those set forth in the Contract Documents, nor shall it he cffective'to assign to OWNER: FNGINF.ER or any of ENGINEER.% Consultants, agents or employces any duty,or, authority to, supervise or direct the Rim ishmg or. pertbrinance or die. Workor any duty or authority to undertake responsibility inconsistent with the provistons or paragraph 9.13 or any other provision of the Contract Documents. 3A Whenever in the Contract Documents the terms "as crdcrcd", "as directed", "as raquircd`, "as allowed", "as approved" or terms sit like effeR or import are used, or the .adjectives "reasonable". 'suitable'. "acceptable', "proper" or "satisfactory" or adjectives of like effect or impost :are used to descrilx a •requirement direction review or judgment of ENGINT=— as to the Work, it is.intended'that .such requirement direction; review or judgment will be solely to evaluate, .in general. the completed Work for •complitmce with the mgtifremems of and inlarmution in the Contract Documents and conformance with the desian concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is it specific statement indicating otherwise). The rise of any such'term or adjective shall not be effective to assign to ENG[NEER:my.dlutyor authority tosupervise or direct the, furnishing or performance of the Work or any duty or .authority to undertake responsibility contrar • to the provisions of paragraph 9.13 or any.other provision of the - Contract Documents. (ment6ng wed Supplementing, Contract Ducurnent 3.5. The Contrast Documents may be, amended to provide for'additions, deletions and revisions in the Work' or to modrfv the'terms and conditions thereof in our: or more of the following ways: 3.5.1. a formal'WrittenA'mrndment 3'.i._: a Change Order (pursuant to paragraph 10.4). or EKUC CJE'-�'ER.U: CONDIII0N5 i91 V-8 it 99VEtbtiml WIMY Of - FORT WLLI NS \IOUIL1CdTIONS'tRfyd,^-IXIIII 3Si3; a. Work. -change Oir&tive (pursuaht to panttnaph 10:1): . ,16. In additi6n, the requirements 'of the Contract Documents may be supplemental:, and miner variations and devi`ations.in the Work finny be:authorized in cm. or mom ortKe following ways:. A Field Order (pursuant to paragraph 9.5), 3.6'I ENG13 (ELR's approvalbC a Shnp Drawirg or Sample (puratlatil is parag[apbs t5.26 and6,27). or 3.63. ENGQdEER's .written interpretation or clarification (pursuant to pamgraph ).3). Reuse ofDoeuments 3.7: CONTRACTOR, and any Subcontractor of Supplier or other person or organimtion kforniiiag ci furnishing. any of the Work under a, direct. or indirect . contract.with OWNER (I) shell not have err acquire any, title, to or ownership nghts in :any of. the brawings,- :Specifications or other documenti';(ur copies of any thereof) prepared by or bearir, the seal of ENGINF,F,R•or ENGINF.EWs Consultant, and (ii) sFinll not reuse my.or such Dmwings, Spccificnions, other documentv.or copies on extensions of the project or any other project without written consent of OWNER ;mdCNCINCER and specific written veriftcmtion or adtaptition by ENGINEER. ARTICLE 4-AVAILABILITY OF LANTTDS; SUI)sURFAC;E AND PHYSICAL .C.ONDITIONs; RRFMF,NCF, POINT'S ,$bailnGifiN ofL:anrG: OWNER shall furnish, as bniicated,in the Contract sits, the lands upon which the Work is -to be ed, rights-oGway and easementsfor access and such other'Innds whichare designated f'dr the OWNER shall identifv unv encumbrances or restrictions not of general application6ut specifically related to use of Lands so furnished with which CONTRACTOR still have to, comply in performing the -Work. Ettsemems. for permanent structures or permanent changes :in. eeisung .facilities will be obtained and paid for by OWNER, unless otherwise provided in the. Contract Documents. if CONTRA(. tok and OWNER arc 'unable tuxaceuh entitlement to or the amount orextcnt of any adjustments in.the Contract Price or the Contract.Timcs as result of any dclayin OWNFRN fumishine these. lands, rightsof- wav si: or eamenls. CONTRACTOR may make u claim therefor as provided in Articles t I and 12. i I CONTRACTOR shall provide for All additional lands and access thereto that may be required for temporary construction',facilities or storage' 6f materials and equipment J3. SubnirJaceanrt Phynca[(:nnAititins• 4.11. Reports mid DratWAgs: Refrrertce is made to theSupplementary Conditions for iidentifiiationof:- 4.2L1; Sybslvfatti_C;mub"dons: Those reports'of� explorations and tests of subsurface condition t: or contiguous to the site thar have been. utilized by ENGWEER in preparing the Contract Documents; and 4.2.1.2. Physical Comfilions. "Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except .Undcreround Facilities) that have been utilized by Er4b2 EER in preparing the Contract Docun"wras. 4 2,2. thnired Re tance by CO,V`MCTOR .-tuMori:eit Technical Dara: mrl-FACTOR may rely upon the gencml accuracy of.the."technical data" contained in such reports and drawings, but such rciort; and drawingsarc not Contract Documents. Such "technical. datais identified in the Supplementary -Conditions. Except for such reliance on such "technical data",CONTRACTOR may not rely upon or make any claim. against OWNER, ENGFNF'ER or any of ENGINEER's Coreultantt with respect to: 4111. the completeness of wok reports and drawings for COi7TPAC:TOR's purposes, including, but not limited to, any aspectsof the means; methods, techniques, sequencesand procedures of construction to be ,employed by CONTRACTOR .and safety precautioiu and programs incident thereto, or 4.2:'.?. other data interpretations, opinions ,arid informationcontained in such reports of shown or indicated in such drawings, or i.� 13. my CONTRACTOR imuprewticn of or conclusion drawn from any "technical data"or any such data, interpretations: opwons or. information. 4.2:3_ Notice of During Sabsnrface or Physical Canditions. If CONTRACTOR believes that env subsurface or physical condition ator contiguous to the site that is uncovered or revealed either. 4:2.3a. is of such a rotor, as -to establish that .tiny "techruml. data" on lvhich CQVTR.ACTOR is .entitled to rely as provided in paraeraphi 4.1".1 and 4.2.2 is matcrially'inaccuiate, or 4.23.2. is of such a nature as to requirea change in tic -Contract Documents, or 42:3;3. differs hiaterially from, that shown ur EJCDC GE ULU. CONDIT10M, 19 t (" i IWU E66at) w/ MY OF FORT COLLINS MOt)n;icA-nor4s txc Pori) indicated in the Contract Documents, dr 4.23:4. is of an unusual nature; and.diffcm matcrWly Gann conditiom on iraarily encountered and gene r a Ily, recognized as inherent m. tvorl: of clue character Provided for 'at the Contract Documents; then CONTRACTOR shall, prY immediately alter becurnaig aware thercvf tmd before further disturbing conr�ilims:effecters'ihereliy:or:perforang_any Work_in, cunnc:iiun theretvitii (ecaxpt in an emergency as permitted by pamgmplt6.23), notify OWNER and ENGINEER. in writing about such condition. CONTRACTOR stall not further disturb such conditions or.Perform any Workin connection therewith(e-xcept as uloresdid) until receipt of written order to do so. 4.24. EVUVEER's Review. WOLNEER will promptly' review the pertinent condidom% determine, the .necessity of.OWNEWsobtairingadditional explorationor testswith thereto -nnd,ndvisa,QWN R,in. writing, (with a copy to. CONTRACTOR) of ENGUNEER's liridings and conclusions. 4.2.51 .Possible Contract hatmtents. Change: If ENGINEER', concludes. that a change in the Contract Documents is required as a_result of n condition that meets one•ormore of the categ ones to paragraph 42.3. a %Vork Change Directive or a Change Order will day issued- as Provided in Article 10 to reflect and document the consequcoccsofsuch change. 4.2_6. Frisch!` Price miss Times .44rettrtrartte: An equitable: adjustment 'in the Contract Price or in the Contract Times, or both, will be allowed to thc.exaent dent .the c'iistcncc of such uncovered or revealed condition causes an increasc.or decrease inCONMVA_ rORs cost -of, or time required for performance oC the' Work; subject, however; to the following: 4.2.6.1. such condition must nice ttiny one or more. of the ct cc ones described in parngraphs 4,2.3,1 throrreh' 4;2.3.4. incluaivc; 4.2.6.2. a change in the Contract Documents Iatrsuant to txtraglaph 4.2.5 will not be an automatic. authorization of nor a condition prccedent to entitlement to any such adjusuncnt; 4.2.6.3. with respect to Woik that is paid for on Unit. Price Basis, any adjustment in Contract Price will " be subject to the provisions of paragraphs 9.115 and 1'1,9:.and 4:2:6.4. CON- TRACTOR shall not be entitled to any, adjustment in thcCuntrdct Price or Timis if; 4,16.41. CONTRACTOR !anew of the c., steoce of such co iditiots at the time CONTRACTOR made a final commitniait to OWNER 1n:rtspcct of (:ohrmcr•frjce ind,Contmet "Times by.the C I I 1 I I L 1 I I i L 1 I 1 I i submission of a bid of Lxcomi4 bound under Rrtego6aled contrac4:nr 4.7:64',2. the cxstince of .such cundition could reasonably have been discovered or revealed as, a. result of any e.,=ination, investigation, exploraliitrt, test' or study of the silo :and contiguous areas required by the Bidding 'Rcquircmi:Ats or Contract.Ducuments to lie conduce ted by or for CONTRACTOR prior to COYtR\CTOR's mak r g, such 'final' commitrreiit: or 4.2.6.4.3. CONTRACTOR tailed to give the written notice ivithin the time and its requrred by paragraph 4.23. If OWNER and CONTRACTOR are urtable to agree on .ertidcinent to or as to the amount or -length of orwxitch: .equitable adjustment in the 'Contract._ Price or Contract; Times, n claim may .be made therefor its, provided in Articles I I and 12. 'However, OWNER, ENGINEER and FNGINEER:s Consultants shall not be liable to CONTRACTOR for any Claims. cosm losses or damagLS sustained by CONTRACrOR On orin connection with any other project or anticipated project 43. Physical Cone6tions—UndergroundFacilities 43.1. .Shown orlbrcBcated:. The information and data shown or indicated in the .Corittaa Documents with re. - to ctiisting Underground Facilities at or canngaousto the site is'bascd'on information and data furnished, to OLWi M or ENGINFFR.hy. the owners or such Underground Facilities or by Others Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3,1.1. OWNER and'13NGfNEER ,hail not be responsible for theaccuracy of completeness of any such infrtmntionordat%and ' 4.3.1.2, The cost of all of the following will be included in the Coftima Priceand CONTRW77FOR stall have full responsibility tor-' (i) reviewing and checking allsuch intbrmation and data. (ii) loctiting -all Undertound Facilities shown or indicated in the Contract bccumems,(iii) tour duration of the Work 'with the owners of such Underground Fatalities during construction, and (iv) the safety and Protection of all such Underground Facilities as. provided in paragraph 6.20 .and repairing any damuge thereto resulting Cram the Work. 4.3.2. ,Uot Shoilmor hinccated' If an Underground Facility- is uncovered or revea lcd'at or contiguous to the site which was not shown air indicated in the Contract Do dment , CONTRACTOR shall, promptly immeiliaiely alder becoming, aware therzor and be Core further disturbing amditions affected thereby- or performing any Work in connection thcrcwith.(except in an emergency as required ,by paragraph 6:23). identify the owner of uch Underground Facility and EXDC QKE' 'ERA1L (XiNDITION. I91i1-S (199a Ettiriaal our CITY Or• FORT COLLI NS MODmIG1TIONS'rREV 1;-(8)0) yve lr`ritten tloticz.tothatotyrxr and'to OWNER and ENGLEER GVGQJEER w ll'pnmmptly review the Underground Facility and determine the extent, if. any co which a change is required in the Contract Documems to reflect and documeni the consequrnces of the edstence of the Underground Facility; if ENGINEER o6ricludes that a change in the Contract 'Documents is reyttired, a Work Change Directiveor a Change 'Or &will be, issued:as provided in Article 10 .to reflect marl document'such consequences. During such time.. CONTRACTOR shall be responsible foe the .Safety 'and prateciiun of such Underground Facility is provided in norrizraph620. CONTRACTOR sliell may be allowc3 an inc-reasc in the Contraci Price or -an extension of"the Contract .T.imcq or both., to the event that they are attributable to theecistence of any Undergotmd Facility that was .riot shown or indicated in the Contract boduments and that CONTRACTOR did not know ofand could not r,asonahly hive been expected to be aware of or to have anticipated IfOWNER 'and CONTRACTOR are umble''to agree on entitlement to or thq air u for. lergth of any such adll'ustmenLin Contract Rice or Contract Times, CONf RAoTOR may make a claim therefaras provided in Articles i I and 12. However, OwN. M; ENNGiI ER and Fi3GRvF.F.R's Consultants shall not be liable to rY)NT(LAC:TOR' for any claims, costs, lossesor damages incurred or sustained 'by COtNTILACTOR on or in clvinei 1'o_n with any other project or anticipated project_. Rejerence.Paiam 4A, OWNI R shall provide engineering surveys to �estabhsh reference points' for construction 'which in ENGINEER'S judgment are necessary to enable CONTRACTOR to proLeed with the Work. CONTRACTOR stall be responsible. for laying out the 'Work, 'shall protect and preserve the establishedm[crience points and shall make no changes or relocations without the prior written approval 4OWNER CONTRACTOR shall report to ENvIGINEER wherever any reference point is last or destroyed air requires relocation because of necessary- chntngca in grn&N or locations, and shall lit: responsible for the accurate replacement or relocation of such reference poinu by .professionally .qualified •personnel. ' - 4;5.-Isbestus, PCBs} Petroletiht, llazar(fdus'If'osteOr Radimelive ,llatefiali' 4.:.1, OWNER shall be responsible for any Asbestcr, PCBs, Petroleum, .Flazardmin Waste or Radioactive VtHterial uncovered or revealed at the site which teas not shown or indicated in Dmwing-, or SpeciLcotions sir ideritidied in the Contract Documents to be within the scope of the Work and which may present a substantial.dangcrto persons or properly "posed thereto in connection' with the' Work ntthe site. OWNER shall not be responsible fnrranv such materials brought to the site by CC)N`f RAC' I'M Subcontractors,. Suppliers or anyune else -far whom CONTRACTOR is responsible- d I y-rind-hold PlGPWFR PiGg kind the officers,—direclors,—employers—agents—.oiher rxx-Wended te to Asttst R435. Peffeleum; I I ARTICLE S-.l3OiNDSAiNDLYS.U.Rt%aNCE' Performance, PaymEni and Other. Bondc 15.1. CONTRACTOR :shall 'furnish performance and .Payment Bouls. each id an amount at least equal to -the Contract Price as security -for the fiithfull ' '6 -n- and '= LT .Mmcid of -all COINTPA(��OWs obfi , the at least until one year after the 6te-when [nail payment becomes due. except as provid6d otherwise by Laws or Regulations or by the Contract ' bocitnients. CON'rRACTOR'shall also furnish such other Bonds its arc rccfuiredh'ythe'Suppimi6taryConditiom AU'Donds shall bc'in the f" prescribca by thc,Coidruct Documents except as provided othcrNisd by Laws it R4ulations.1-nd shall be r-,xcuted by such sactiesms; are. named -iii the current list of "Companies •Roldinst. Certificates of Authority as Acceptable Sureties oh Federal Bonds arid as . 'Reinsunng Cbmp . anies,' as, published in ;=We Ialr5 70(amwded) b B, or ,y the Audit Staff,, ureau Gwernment 'Financial, Op.erati6m, US.Treasury� Department- All.'Ronds signed * an agent must be allcornphnied by a catified-copyof'suchagcrits authority, to act. 52 Ar the surety to any Bond furfivilicil by CONTRACTOR is declared a hankrupt or becom�' -in -insolvetir or its right to do l"nessas terminated any state where any pan qfdtc Project is loeawd or. it ceases to meet the requirements -of paragraph 5.1, CONTRACTOR shall widh n ten days thcrmflcr substitute another. Bond and surety; both of which must be acceptable to OWNER 5.3. Licensed Surefies and Insuren: Ceffificales of InsumnCe: 5-I1'. MI Bonds and insurance required by the Contract Docurnentsjhe purchased'and maintained by OWNER cox shall be obtained -CONTILACTOR from surety or trigurince companies that are duly licensed orauth6rized in the'jur6diction in.which the Pr6ject is located to issue Do nds,or irvairance policies for the-limiLsand coverages sorequired. Such surety and insurance companies shall also meet such additional requirements and qualifications as may'be prvivided in the Supplenwritary Conditibm 5-3.2- CONTRACTOR s6t1 deliver to MR: with copies to each additional'insured-identified in the Supplementary Conditions: certificates of insurance (and other evidence of insurance requested by, 0%VNMER or tiny other additional insured) which CON'f RAL-l'Okis, required to purchase aryl maintain iffaccurdanec %viLh'. ravp�aph 5A: C) VhNER-shuH 4e4wr--to ClUl I M,'GTbR wA eepies''Ie ash udklitional-i uFY I H I I I I I 1 I 1 1 •C0NTR4CT0R's Liability fasunance: i.4. -CONTRACTOR shall purchase and maintain such Liability and other insurance as is-ruate for•the Work tieing performed and furnished and' as will-,jtt'ovide Protection from -hints set faith below which may arise nut of or result front COINI'RACTOR's, performance and Ct¢nshng of the Work and CONTR4CTOR's. other abGg tuons under the.Coutrad Documents. whether it is to be performed or Turriished' by CONTRACTOR, ariv Subcontractor .or Supplier. or ..y anyone ,directly or indirectly employed by any of.ihenr to _perform or,farrush. any. of the Work. rs by'anyoae for whose acts any of them may he liable: 5:4.1.-clam s,undeorkers' wmpensaliom-disability benef its and or w ther similar crfi layea benefit acts;. ' 5:4 2: claims for damages_ bccatLsc of t xl lyy injury, occupational siti;ness Or disease. ,or death. 'of (.'ONTRAQ1'jOR's employees; 7.4"3; claims.for damages because of bodily injury, sickness or disease, ordcath.of any person other than. CONE RACTOR's can ployees, 5-.4-rl--elamts-EtiF-Jttmnaa--.insurotl-by--customary ram_ E.:.-..,.r-f, ---..-,-a-.c, FIR ..fr,..,.., a .� sttl�ly-OF. irk#irtEtiy-rep.•-- •hd emplaymenEofsac#E>rrsart-hy rn�mo t'n OF �401"ny-other-pes:,ett-fgFaix;, iYEleFF.�St)Iij 5:45: claims for damages, other than to the Work itself because of injury- to or de.=Ltion of tangible property wherever located including loss of use resulting therefrom; anti 5,4"6. claims for damages buva Lsc•of bodily injury or death of any' person or property damage in ing out of the ownership, maintenance or use of any motor, vehicle. The policies of utsur tnce so required by this paragraph 5A to be purchased and mturanincd shall: 5.4.7- with .respect to ,insurance required" by Wagraphs 5.4.3 through 5.4.6 tm.lustVe and 5- E include as additional insuicds (subject to any customary seclusion in respect of professional liability). OWNER. ENGLLfEER ENGIINEER's Consultants and any otheepersons or entities identified in the Supplementary t~onditiors.. all of whom shut be Listed as additional insureds. and include coverage for the respective.oCficers :and employees of all such additional insureds; 5A.S. include the specilic coverages and be written Tor not less than the, limits of liabirity provided' in the 'Supplementary Conditions or required by; Laws or Regulations whichever is greater. 5-4.9. includeconiplctedoperatioa-,insurance; tJC'OCUE:\ER,1L BONLIITIODti lYl Ur8 (uYP &titirnl. %I CITY OF FORT CULLI NS MODIFICATIONS rRLV.1 ^rNlal -5-4:10. include contractual liability insurance covering CONfRACCOR's indemnity obligations ttralet;paragtaphs 6. [', 6.16 anti 6:31 thraw@h 6,33 3-4,11. contain a. firovWori or endorsement. that the coverage afforded will not be cancelled' materially changed orefused r renewal refusuhtii at leastthirty days' pnor.written notice has been given to OWNS R and CON'L'RACI'OR'aml to such odtcradditioralinsurcd identified in die5uppltimermry Conditions to whom r.certihcate o[ insutranct has been issued (and"the . certificates of insurance, famished' the COIvrTR P.CTOR pursuant to paragraph 5.3.2 %vi1F so prrnride); 5:3:11 remain in effort"at least until fatal -payment and at all thereafter when CONTRACTOR ma be correcting; removing or replacing•rk .fecln!e Work in accordance with paragraph 13.12; and .3.4,13; .i ith respect. to coinpleted ofratidns insurance, and any,insurance.coveraty written.ona claims- maremain in zda:t tor.m least two years after final payment (and CONTRACTI.OR shall fiunish OWNF"R and caLh, other.additional insured identified in the Supplemcmary.Condifons to whom I ccrtifirnte ot,insurancc has heat issued evidence satis6ctory to 0WNIM and any such :additional assured of atntinMilonof such usurancc arfinal payment -and one year•thereafter).. 01PNER's Liability Insurance• 5.5: In addition to. insuranee,rcquired to be provided by CONTRACTOR under pamgmph..4,.OWNER, at OWNHR's option, may purchase and maintain at OWNIMs.expetse_OWI\rL•R's owm-liability insuhance. as will protect OWNER'against claims:w&k may arise from -operationa.under the Contract Documents Property Insurance. :isG—[-Jnlesv-otltarwiva-Ixtwidid=in-tMr Sirppkmznwry conditions--fi. W�i6R-shal4=purchase-atxl-maintnui �reptrty-vLyun+nee-vpt�rrthe-N�efk al-ffidahe its•dte-Hmeunt of-ikta-ftill-replacement-cost-[lxreof- (subject-to-stleh dechrtti ble--amounts-as-may-be-prttviu;�l--:n-Iha $upplemrntttry-Curttlilitms-or-required-br-Entwrattel Riti•;u Inuons)-'Fhisumum u.:a sFatll> >:ir. l—inel tide--thr—uttrtxsts—e1—©W N ERi 'C-f)i♦'FRt\ET6�F'� S.r✓:�e�int: EHEiI>i�'�-�1Eaf15-afiFl-Hri}�.JFheF-pePiiF1.4' sir mtitirs-idcntifiecl, in-the-Supp{zmenFart+-C-onditiorts, each"oEwhorrris-tleemed•lo�havrarr insurable -interest . am}idssrlF linlisled�ae-an�irsuraciuFailditional-insured; t.64-be-tvrittcni cur-"uildds-Risk---�tn;:=or prrti AF Sp26t t♦ aHtlSe d�laSti pBl �f�FFn that sknt4l-Ht-dewst-.r>E4uta-insiHarisa-for-thy-steal-aers-or dartTaggr..t�Fke-{+lark,-teatg-liuiIdtr;s:-€Hlsewnrk aaci-L4`erk-in-tfansEE-and-shHB-sisiff st dw-fellawing - -,parils: t n:-ti•^:^_, 9. 11 I QV�;&R 04�9 bu',� neu 't'd the WM4 mada tin! — -------- nHs km,4 shall not bd responsible for purchasing any Property ins�rsrwc to Protect the FRACTOP. Subaintrictors or others in Ch�.6-Qrder GF WFIVELn. AM A&IeM—PriaF. G 10 "1( 11-Y OF Foiur COLLI NS XIODIFICAFIONS OLEV 'Ifino(j) i�g4isa IT.P.N OR 6F ns, m Gil r_hw imsumnqe . . . . . . . . . . . . s Ge —glianis 'Hnd n the6i;-fon. 1.2. lw. im due to wrvl4ng -1 anSifk,- whetheFtx-rKA:uisLLrad-b3�OWi\TiP,and - riy ot4i -by Q%��MR GuyeFi leg de -.-iFd I lb iR lhi- dml;iV-w 3k:FeVq 4 hfll',' 0 0" Gf I I I P I I I I 11 I I I I I I I I I l_1 I 1 I 11 1 L 1 I recovery-egeiruF_any-of-6�1`'T-P e1(>F CJPG-subctiritractsra Receipt andApp&ntion o%Insurance Proceedr. 5;12. Arty; insured loss under the, policies of insurance required by l5aragiaphs5,6 and 5.7 will be adjusted' with ,OWN'M and made payable to OWNER as fiduciary for the .insureds as. their interests may, appear. subject. to the retjuiremems;of-arty applicable mortgage clause and of, 04VN panagraph 5.t3, ER .*shale deposit n a separate .account any money so received, and shall. distribute it in accordance with such agreement as the parties in interest .may rend. If noother special agreement is reached the damaged Work -shall b: repavcd or replaced, the M-Cricys_so .received applied on account thereof and the Work ant the exist thereof covered t.iy an appropriate Change Order or Written Amondm cnt. 5.13: OWNER as fiduciary shall,hlivc power to adjust and settle any loss with the intsurem unless one of the parties in interest shalt objuct in writing, within fifteen days rafter theoccurrenge of loss to OWNER's exercise of•this power. Ifsuchohjxtion he made, QWNFR as fiduciary shall make settlement witfi the insurers in accordance with such agreement as t} - parn,:s'in imcrest may reach. If no such agreement among the parties in interest is reached, OWWER:as fiduciary shall adjust and settle the loss with the insurers r i2 fry-anj—par'/n int2reSh—()i�i iF�i%-a4—itda6lFlRF—Shad—gl4d—ixiRd--fOF=-i{lt preperyxtr{errttense-eFsuel�daties: Acceptarice of linrt eft told In tpmnce; Option. to Replace 5,14 If ejtter petty ((}N YER—eF F.O. FR �ET9I> j CAVI IF.R has any obiection to the coverage atTortkd by or other provisions of the Bork6or irwuance required to be purchased and maintained by the oUitr—parer CONM,kf'TOR in accordance with Article 5 on the basis of non' -conformance with the Contract Documents, the in writing within ten fifteen nays the certificates (or -other -evidence __aS required by paragraph 2.7. .Partial fitiG;ation=Property'Dtsurodce: 5.15: If OWNER Grids it acecsay to occupy or•use a portion or portions of the Wort: 'prior 'm Substantial %r/ 6 FY OF PORT CULLI NS MODINCATIONS BGP Irlfotli Coinplaron ofall the Work.,such use or occupancy may he ,accomplished in accordance widf para6raph lu-IU• Cvided that no such use or occupancy shall commence. bfore the insurers providing the property r surance. have •acknowledged notice the f and m wng, afmied. any cltanges.in coverage necessitated thereby: The insurers •providing the property insurance shelf .eenserit by endorsement on the policy or poiiiele� but the: ��rr6perty insurance, shall not be canoellcd or permitted to,lapse on account of any such partial use or occupancy. ARTICLE r' CON'f k.Cr.OR'S RES bNS IJUYMES:' c5upen38innartd Superintendence: •6.I: CONTRACTOR shall supervisc. -inspect and direct the Work competerjtly and elLcienlly. devoting such attention thereto and applying .such skills and. cxperuse "as may be necessary to perform the work' in accordance with- :the Contract Docurents. (;ONTRACrOR shall be solely responsible for thclrcans; methods- -techniques, 'sequence and :procedures of construction, but CONTRACTOR shall not _he responsible for the negfigence.oCothers in the design or specification -at' a specific inearo. method, technique. sequence or proc'edure of.construction which is shown or indicated in and expressly required by the Contract Documents. CQ,\rf'RAcTOR 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 Ames during itsprogress a competent resident superintendent, who shall not be replaced,without written notice to OWNM' and LNGWUR except under cttrnordinary circumstances. The superimeiident will be CONTRACTOR's repreuruative at the site and shall have authority to act on behalf ;of CONTRACTOR All wirintunications to the superintendent shall be as binding . its ifgiven to t;O� JTRACTQR Labar;.,VareriaLv and Equipment: 63. CONTRACTOR shall provide competent, suitably qualified personnel to •survey, lay out and construct. ,tie Work as required by the Contract Documents- CONTRACTOR shall at all times maintain goal discipline and order at the site. Except is otherwise .required for the !safety or protection of persons or the Work or property at the site or adjacent. thereto, and except as:otherwt-W indicated in the Contract Documents, all Mork at the site shall be performed during regular working hours pre! CONTRACTOR will not permit overtone work or the performance of WA on Saturday,. :Sunday or any legal holiday witioul O�Wi RR's wntteii consent Inven atier Drior (vritten notice to LNGMEIL IJ 64 Unless otherwise specified in, ,the Genoml eUntains or is followed bV'words reading that no like, Requirements, CONTRACTOR shall famish and asarme equivalent,pre orotusl'r Item or, no substitution is full responsibility for all materials, .equipment. labor. permitted, other items of matcnal or equipment or transportsUun, construction equiprrem and machinery•, material or equipment oC other,Supphem may be tools, appliances, fueL power, light; heat. telephone. water: -acted u by ENGhNEER..ndei the follohin cep sanitary facilities, temporary' tacilities. AM all other, facilities and, imtideritals necessary for the, famishing: circumstances: perfotmara e, testing,.start-up and completion Of the Work. G 7 1.1. Vr Er di". if tit EPt-GCNEER's: sole. discretion an item of material w. equipment ' 6.4.1. Purchasing Restricticvs CANTRAC'rQR prop sea by CGNTkxfi AC`T0R. is furonatly must con ply with the City s purchasiM, "restrictions. A equal to that named and sufLciendy similar'so that cups of the resolutions are avadable'for review at'the no change in related Work will be required, iL may offices or. the Purchasing aind.'Risk Management be corisidaed by ENCr[N6liR' av an 'or-equit" Division or the Citv Clerk's office. item.. in which ease review-anapproval d of the - - prbpowd item may, in ENGI'NEFR's sole, 6.4:1 Ccment Restrictions:. City of Fort Collins. discretion, be accomplished without compliance Resolution 91'-121 rcuuires that suwhcn and producers with se or all of the requirements' for imt of cement or'products containing ccment.toacttifv.thit acceptance ofproposed substitutd items the cemenF was not made- in cearnC kilns that• bum 63.1.2. Sabstinite�/[ams: If in ENGINF.ER's;sole ' .lia7ariloiis waste,as a f icl. - discretion an item of material or equipment proposed by CONTRACTOR does not qualify is 6:5: All .maEenals .nirtd, equipinait'.sfiall be, of good. an ".or -equal" item under subpmagmpli o.7,l:l, it quality aril new, &wept as otherwise provided in .the wall be considered a proposed substitute item. t onrraci Documents Al' '%-nnanues .and• guarantees COij'TRAcTOR shall submit sufficient , specificallycallcd for by the Specifieatioins shall expressly information as provided below to alhm� run.to the bcnclit•of OWNER tf icgtiircd by. FNGrNrFF.R, .ENGTNF.F.R'to'dcwnninc that the item ofmaberiai CONTRACTOR shall furnish ,satisfactory evidence 6r equipment,proposed is essentially -equivalent to (including reports of -required tests) as to the kind And that reamed and an eeceptahlesubstitute therefor. quality• of materials and equipment1 All niatatals and. The procedure for review by the EN\'E GIER will ' r ejpiment•shall he appliect, Installed, connected, erected, include the following aC. supplcmented In the used cleaned and cbnduitnted in' accordance with Ge eral Requirements and as hNGI\tEER may instructions of the applicablc Supplier, except as otherwise dccidc is appropriate under the circumstarmes. provided in the Commct Documents. RCgUtats for review of propos.'t1 substNta iiems of material or equipment will roc 6e accepted by ' Progress Schedulc FNi GiNEER_ fromanyone other- than CONTRACTQR If CONTRACTOR wishec.to 6.6, CONTRACTOR shall adhere to the progress. fi mish or use a substitute item of material or schedule established in accordance with paragraph?.9 as it equipment. CONTRACTOR shall first make may adjusted Gom,time to time as provided below; written application_ to ENGINEER for acceptance ' thereof, certifying that the proposed ,ubstitute will 6.6.1. CONTRACTOR shall aibniiit to ENGGSIEI:RR perform ndeiluatelythe Functions And achieve the for, acceptance (to the extent indicated in results called for by'the generaldesign, be similar paragraph2:9) proposed adjusbnenls inthe progress in subslimcc to that specified and be suited to the. schedule that will not change the ContractTimes(or some use ins that speciUd. The application will vfilestoncs), Such adjustments will Lonform generally state the cetera, if any: to which the evaluation ' to the progress ichedule Dien in effect and additionally and acceptance or .the proposal substitute will will comply with arty provisions, of the. General prejudice CONTR\CTOR's .aehievemcit of Requirements applicable thereto. Substantial Completion. tin time; whether or not acceptanee of the substitute fVr use in the Wort: 6:G.2. Proposed adjustments in the progress schedule will require A change in any of the Conuict ' that will change the Contract Times (or Milestones) Documenss (or in .the provisions of any other shall be submitted in Accordance with the requirements direct contmei. with OWNER for work on the of panrgmph 12.1. Such adjustments may only be Project) to adapt the design to theproposed made by a Change Order ur Written Amendment in substitute and whether or not incorporation or use accordance with Article I2. of the substitute in connection with the Work is , stibject to payment.uf any license fez or royalty. 6.7. rSubstitutesand."Or-Equal" Items., All variations of the proposed substitute from tti5t specified will be idenWud in the application and 47.1. Whenever an item of material or egwpment is avudiiblc maimcnunue, repair and replaccoient sp'ceifiedor described in the Contract Documents by servile wilt be indicated The application will - , using the name of u proprietary- item or the niece of a also contain an item hail estimate of all costs or. particular Supplier, the.spceificationor description is 'function- credits that will result. dircetly or indiraitly front. intended to establish the tvpe, and quality aaeptancc of such subzstitutc. including costs of required Unless. .the specification or description rgdi_st and claims of other contractors affected EICU(: GE`1FRV. COi UI710\tilYin-X IIJYU Et4iimi 1= wY Clll'OF FOA'r COLLIi,:Y M1lOOIhiCXC10N5 (IiLVIi;Oats) r f 1 [] [1 11 I 1 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 8th day of April in the year of 2011 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Northstar Concrete, Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. AGREEMENT RENEWAL & WORK 1.1 Renewal. This Agreement is a renewal of the Agreement entered into between the parties on the 21st day of March, 2008, entitled Concrete Maintenance Project -Phase II, Bid No. 6088, City of Fort Collins (hereinafter called The 2008 CONTRACT)and all portions interpreted as if the same were attached hereto. This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Related traffic control is also included. This renewal is authorized pursuant to Article 3.1.1 Contract Period, of the 2008 CONTRACT. This Agreement shall be effective on the date this Agreement is signed by the City, and shall continue in full force and effect until April 17, 2012. ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins Street Maintenance, 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, 2012, 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 one (1) additional one year periods. Pricing changes, if any, shall be negotiated by and agreed to by both parties in writing. Section 00520 Page 1 I I 1 by the resulting change_ all of whit i will be considered by LNGINL•LR in revaluating, the .proposed substitute ENGINEER .may r uirc. CONTRACTOR- to furnish additigruil, Jaw a out the proposed substitute; 6:7 1.3: COMR.dCTOR's.[vpense: • All data to, be ,provided by CONTRACTOR in support :of ,any 'proposed "or -equal or §ubsututeitem wdl',be at CONTRACTOR'S reperse. 6.7,2: Jubshtule Caismictron 41e0tods or Procedures• If a Tecific,means method, technique, sequence or proceduic•of' construction is shown or rrtdirated to -and eEpressly required. by the -,Contract DocuirientA CWTI;ACTOR may fismish or utilize a substitute ,mcam method *•teclirtique: sequence _ or proccdurc ofconstruction acceptable to. ENGINEER: CONrlvNCTOR shall submit'srtficient information to allow h'NGNEF:R inF.NGINEI Rs sole discretion, "to• deterinine: that the substitute proposed is equivalent to thei..eiiriprzssly called' far by the Continct.Docuirents. 'rb, ,procedure. &inn rcvietiv by EsNoOh'FiR will be similar to that provided in subparagraph ti.7_I3. 6.7.3, Engnreeev Evglualion; F`�"GIMM will be allowed n ressonable time within which to evaluate each propc&-il Fir submittal_ made pursuant to parigraphs6.7.1.2and 6,7:2.NsGLNEERwillbethe sole judge of acccptahitity. No "(ir 1" or substintre wil I he orderedinstrilled orutilized without FNGINFER's prior written acceptance which will be evidcriced by either Change Order or an approved ' Shop Drawing. OWNER niay require CONTRACTOR to furnish at CONTRACTOR's exPense a special pertormanee' guarantee or other suien• with respect to any "orcqual" or substitute. R\TdU,1EER will record time required by ENGENrEM and ENGINEER's• Consultants in � evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs.6,7,1.2 and 6.7.2 and in makirm changes in the Cdnuttct Docurrents-(or in the provisions of any�caher direct contract. with 'OW'NER for work on the Project) ' oci-asioned thereby, Whether or not EIIGINUM aceepts,I suhstitute item st proposed or submitted by CONTRACTOR CONTRACTOR shall reimburse OWNQZ. for Else charges of ENGINEER and ENGM—ER's Consultants Cur evaluatim each such 1 proposed substitute item. ,6_S. Concerning Stibcontractors: Suppliers and Others: 1 6_S.I. CONTRACTOR shall not employ am• Subcontractor; Supplier or other.peison or orsnruzatibn (iincluding those- acceptable to OWNER and D;GIN, U i as iri dlcated in.parnvsaph 6.3 2). whcther aatially or as a substdutc against whom OWNER or , L INCER may have reasonable objection, CO, (TRACTOR shall not be required to employ any subcontractor. Supplier or other person or orgamrttion to furnish or perform any of,Lic Work agairvst whom CONTRACTOR has. masommble ohject" - E.It'Uta GiE'tiF7tiL CG, NIT[O;'•ti f'l1 U-ft I I'J9t1 Etfiliml WO CITY OF FORT Cantu ti.S IXIODu1CATIONS IREv err-rxial i 6_9. CONTlte1C'OR shall imerfasn not less, than 20 sMment of'. 1he \York with it% own. fortes (that L& without. subcontiactinu). The 20 percent requirement shall be undeNciod'lo refer to the Work the value of which totals,ntit less than 20 oercenr oNhe Contract Price 6.81. If —,the Docunienla• - Su, ocontractors _ragntulnUorS prirtctpal., item submitted to ( -data prior to d acceptancC by MVNER's or writin¢ or by fi Suppkm rdary , Conditions, Biddine quae .. the identity, -of certain SuP pliers or other persons or icitift those wha'xrc to fuinisk the of :materials or equipment) to be WNER inradvsrtea-of the-speeitied , Eftoctivc,Datc;of the Agrecment for OWNP.R and ENGINF+R and-tt PNGINEER's acceptance (either in li g to make Mitten.oblection thereto ,rated for acceptance or objection in No acceptance by OWNER or of any such Subcontractor. Supplier or or organization shadersnsutute a waiver of OWNF.R or.FNGINFER to rejeut 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENOC BEER. forall am and omissions of die Subcontractor, Suppliers and other [mrsors and organizations perform ing or furnishing any of the Work under a. (Erect or indirect contract witli CONTRACTOR just as. CONT[LKCTOR is responsible for _CONTR\C:TOR's own acts and omissions. iNothing in the Contraet.Doctiments shall crate for die benefit of any such Subcontnctor: Supplier or other person or organicntion any contractual relationship between OWNER or C•NG43,IIiER and any such Subcontractor. Supplier or other person or organization. nor shall it create.arty oblittationon the pan of OWNER or ENGINEER to paj or to see to,the paysaentof any mori:ys due any such Subcontractor, Supplier or other person or or anumuon eecept as may otherwise be required by Laws mud Rcyulaiions. OIVNER or ENG641-1k may furnish lu:any subcontractor: supplier or other person or oruanization evidence of amounts paid to CONTRACTOR in accordance with CONTR C`T0RS';Applicationi for Pavmcnt". 13• 1 6.91_ CONTRACTOR ihaU be solely responsible for SChledldllig and, coordinating the Work of Subcontractors, Suppliers and other Petsons'• and oFgaWL.aborts per or furni4dn& any of the Work smiler a direct or indirect contract with CONTRACCOR CONTRACTOR shall regtiiie ill Subcontrsctors; Suppliers and such other, persons and orgiinim ons. perftirmiry_ or furnishing .any of the Woii,: to communicate -with -the ENGNMR.throtight CONTRAC'l'OR 6.10. The divisions anal sectiorw of the Specificatioris and they identifications of any Dra %sings shall not control CONTRACTOR iti ' dividina 'the Wort: among Subcontractors or Supplers:or delineating the-W & tp'be pertornlcd' liy;nny spccitic made, 6A L Alf Work performed fier CONTRACTORby a Subcmtaactur or Suppliix %%till be 'pursuant to an app�xq+r�iatc agrecmcnt'hecwcen'CONTRACTOR and the Subcontractur or .Supplier"which specifically binds the Subcontractor or Supplier .to the npplicable'terms. and •conditions of. the Contract. ,Documents- far the G:nefit. of OWiJMa6dVGM-M fin._, ,eae each-ogwni�, Patent Fees-imel Royalties: 6.12. CONTRACTOR, shall pay nU ticease feel and royalties and assume all costs in6dent to the use in the pertormance of the Work or the incorporation in the Work of any invention, designs, process, product or device: which istax subieer o.fr/atent rights or copyrie„ hiu-held by others. If wp articular invention, design, process, prmiict or device is specified in the Contract Doouinenm for use in the performance of the Work and if to'the actual knowledge of OWNER our ENGEgMR its use is subject to patent rights or copyrights callirig for tha payment of any license fee or royalty to others, the evstence of such rights shall be disclosed'bv OWNER in the ContractDucumeNs. To the fullest o ent pemriued by Laws and Regulations. CONTRACTOR shall indemnify and hold harmless O%X NMZR LNG NMI?, UNGUEER's Co nsultonis and the ollicers„directors, employces, agents and tither, consultants of each and any,of them From acid against all claims,, costs. losses and dSimages.tirisatg out of or.resultutg from any infijngnii n ,of patent ri'uis ur copyrights incident to the rue. in laic performance of the Work' ur resiilting from the incorporation in the Work of any invention, design process., product. or device not specified in the Contract Documents. (� E)CUI.'GE�FR.11: COuDITi1,�l't91 im Ed6cq) (1'J')a of CITY OF FOIiT.COLLI NS \fOOUQC.XCI0NS (AE•v ,IPOOO) permas 6A3. Unlez- otherwisepprrovided in the Supplementary Conditions, CONTP-ACCOIt shall'obtain and pay for all constriction permits" and licctnrs� OWNL ER shall" assist CONTRACTOR, when nece=Lry; in obtaining such permits. arx! 'Ucer.S . 'CONTRACTOR shall .pay. all' goverhmdntal charges anddripection fees necessary,for. the Fuoimutiori of'the Work, -which are applicatile-at•the 'time of uiperiir� oCBids,. a. if there are noditk;. on'the Mc&e Date of the'AgreernenL CONTRACTOR shall pay.all "chmrges&utility owners for-ctaviecdons ta'We Work, final OWNER: slmll pay. all eharg6; of such utility owners for. capital costs, related thereto such, as plant invcamelit fees " 6.LJ.. Lawranditulativr . 6.14A.'CONTRAtTOR shmU i�ve all nofices.and comply'with all Gaws.and,uf,tRemalation's aliptirablc in furnishing and perfetmance he Work. Except ,where otherwise expressly' required "1> applicnbl`e Laws _ and ,Rcgtilations;: neither OWNER. nor ENGNISER stall be responsible, for monitoring CnN'fRr\Crows .compliance with arty t:s`ws or �Rcgulatiorts. 6,14=. IT C0NTR:1CTOR performs anv Work knowing or having reason to know that it is contrary to haws or Regulauom% CONTRAC;1'OR. shall bcir all . claims, casts. losses and damages cammel by, arising out of or resulting, thacfroni;''hawcvcr, it steal I not be CONTRACTOR'S prun"ivy responsibility to make certain that the5peci- ieations and Drawings Are in accordance with' ,aws and Regulations, but this shall not releve CONTRACTOR of COME RACTOR's obliyatims under paragraph 3.3.3. Triers 6.15. CONTRACTOR shall pay all sales, cormimer. use and other similar Woes required to be paid by CO'4TR.\CTOR in accordance with the Laws and Regulations of the place of the project .which are applicablo during the perfLwmance of the Work, ti.l i. I. OWNER is e:teritpt from Colorado State and .load salesand. use !.tires on materials- to be oermerIsntl uric rporathe p co into troject. Said tales sha11 not be included in the Contract Price. Address,. Colorado Department ufRevenue :State Capi Lal Annce I I I i C L I 1 I I IJ75:Sherman Sheet Deriver: Colorado_80261 Sales,and Use Taxes for the 'State or Colorado Reaional Transportation DistrictfRTDI and certain Colorado• counties' are collected by the State of Colorado and are included in lhe'Catibrntienof Exemption All applicable Sales and Use 'Cases iincluding State collected taxes)- on.anv,items other than construction and balding, materials ohvsira ly incorporated into the o'er are to he id by CONTRACTOR' and are to included in aooropriate bid items. Ilse of Prenures: 6.16_ CONTI::\Crop .shall confine coiuuuction equipmerit the storage of materials and equipment and the. opprrrra.nons� of workers. to the site and land and nregs irall Gad iri and permitted by'the Contract. Documents land other lartri aitdnr. . s permitted by Lawn arid Regulations, rigli of --way, permits and easements,. and :shall ,rot unreasonably encuaiber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full re -possibility for any cihmaae to any such land or area; or' to theowner or occupant thereof or, of any adjacent'land or areas, resulting frorn the pert'ormance of the Work. ;Should any claim be made by any such owner or occupant because of the peiormance of the Work, CONTRAG,roiz shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute r6 lution prNeeding or at laiv. COVVVRACTOR.shall, to the tiniest extent permitted by Laws and Regulation-, fndemnify.,and hold harmless OWTNTR ENN'GINMER: ENGIiNCER's ConsultiiM and rmyone directly or ihdircctly employed_ by any of them from and against all clans. costs, losses and damages arising out of or resulting from any claim or action: legal or equitable, brought by any stilt owner or occupant against OWNCR, ENGALEER or any other party indemnified hereunder to the extent. caused by or based upon CONTRACTOWs performance of the Work. During the progress of the Work -,CONTRACTOR .,,hall keep the premises free from accumulations of waste materials rubbish and other debris. resulting from die Work. At the completion -of the Work COINTIL\CTOR shall remove all waste materials rubbish and debris from and about the premises as well as all tools, appliances construction equipment :and machinery and surplus materials. CONTRAC OR.slall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shml restore to orit6rimal condition all property. not desigretteil for alteration by die Contract Do um eats 6 1 S. CONTRAC.TOR shall nouload nor,permii any part of any.structure to be loaded in any'' nuinncr that will endr npr the structure: nor shall COWFLACTOR subject any part of the Work or adjauertt,property to :stresses- is pressures that will endanger it. Record Daiumente EKOCUENMALC'ONI)i no[•ti 010-8 ti'l ,a &6tim1 u'r CITY Of f•ORT CULLI N3 MODIIICYrION3'(RHV aCa(la) 6.19. CONTRACTOR shall maintain in safe- place at thesiteone record -copy of all Drawings, Specifications, Addenda Written arttendnients. Change Orden, Work CYiange Duectives, yield Others' and written interpretations and .clarifrcatinns (issued pursuant to paragraph!9.4.) in.' good order and wiromted to.shrni• all -changer. made during construLtion. These record documents together wtth all approved Samples and a counterpart of :A1 approved Shop Drawings will be available to ENGINEER Cor reference. Upun completion of the -Work, and prior to release of final ttityniem, these• reconl documents. Samples and Shop Drawirgs will,be delivered to ENGINFER'forOWNER.. Safety and Prnreedon: 620. CONTRACTOR stall be responsible. for initiating, maintaining and supervising all. safety precauuims.and programs in connection..with the .Work. CON'rv,cTOR shall take all negrisary precautions far the safety oC� and slrall provide the neccssiav protection to. prevent damage injury or.I _ to: 6_20 1, nll.prrso!is on the Work'site or ti•Iio may be affected by the Work; all the Work aridmateriali and;equipment to - Vi, incorporated.thercin, whether in storage on or off' the site) .and 6.20.3, other properly at the site or adjacent thereto; including trees shrubs.. lawns 'walks,, pavements; .roadwrtyf %iructures, atihiics and .URderP�tUU nd Facilities not designated for removal, relocation. or replacement inthe cours of construction. CONMAcrOR shall comply with all applicable Laws and Regulations of any public body havatgjurisdictiodlbr safety of persons. or property or to prutect them Goat damage, injury or loss; and shill creef and maintour all necessary :safeguards for such afcty and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution, of the Work may affect diem, and shall coopeaate with them in the;proteetion removal, relocation and.. replacement of their proparty. All damage. injury or loss to any property referred to in pamgmpli36.20.2'. or 6:20,Y caused, directly or indirectly, in whole or in part,. by CONTRACTOR, any Subcontractor, Supplier or any other person or orgnniration directly or indirectly employed by any'of them to perform or furnish any of the Work or anyone for whose acts any, of them cony Lv liable. shall be remedied by CONTRACTOR (except damage or loss,attributable to the fault of Dmwinp or Specifications or to the -acts or omissions of OWi T-R or QVGL %T= or 1 NGNEER's Consultant or anyone employed by any of them oranyone for whose acts.any of them may be liable, and nal auributablv., directly or, irWirectfv; in whole or in par -to the fault oCriegiigence of COS Tik(- M or any Subcontractor, Supplier or .other person or ory+nrration directly or indirectly employed by any of diem). CON-ep—AcfOR's duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and FNGINFER has issued.R 15 I notice to OWNER and CONTRACTOR in accordance 'With paragraph 14.1-Rhet the Work is'acceptable (except as otherwise: ecpicssly provided in. connection with Substantial'Com ' etion): 6.21. Sajery Reprewatafivi: CO`'T%\CCOR shall designate a qualified and L-<perienced safety represadaiive at the site whose duties und,rrsPonsibilities "it be the prev�ntion of accidents and the me nlagung and supervising of safety pre autions and R� Hazard Cur nrnunicatiad Programs 6.22, CONTRACTOR shall be rcpoitsible. for coordimaing any exchangrofmalerial safety data sheets -or outer. hazard aimmunfcation information data To be. made available to or exchanged behvicen or among cmplovem, 'at t}ic siie in accordance -'with laws or Regulations. Elheigenciies':. 6.23. Inemergencies affecting the safcry or protection of Nrsa ns or the Work or property at the site or�adjaccn.t thereto. CONTRACTOR- w7tfiout spzeial instruction or nuthorization.from OWNER or.ENGINEF.R, is obligated io act to prevent threatew,d damage, injury or loss. COINn'RACTOR shall give EN(RNEFR prompt written. .notice if CONTRACTOR believes that any significant changes :in the Work or variations front the Contract Documents have been, 6aused thereby. If ENG tMER dctcrminc.s that a chatige in the Contract 1ocuments is, required_ because of the action t•akcn by CON'T R.\CTOR' ur response to such an emerge=,. a Work Charge Directive or Change .Order will be -issuedtodocument. the •consequences of such action 6.24. Shop Drawings andSnmples; 6.24.1. CONTRACTOR shall submit Shop, Drawings to ENGMMM for review and appravalinaccordance with the acceptedschedule of Shop .Drawings and Sample submittals (sea paragraph 2.9), All submina[5 will be identified as L•NGUEER may require-imd in the number of copies specified in the Genieml Requirements. The data shown on the Shop Drawines will be complete with respect to quantities. dimensions. specified performance and design criteria, mateiiAS and similnr data to showLNGI`i1EER the materials and equipment CONE RAUFUR proposes to provide and to enable...MfOrMER to review the information for the limited purposes required by paragraph 6.26. 624.1,C'ONTRACl'OR.4iall also•submit. Samples to DiGINEER for review .and approval.in.:aecordadce with said auxpted schcdule of Shop Druivings. uriil Sample subm tins.. Each ,Sample will be identified clearly as to m a dial. Supplier, pertii ent data such -as catalog numbers and the use for avtuc_h intcndLd and utherwisc us ENORTEER may require to enable 6MINFER to review the submittal for the limited EIt DCCE` MF L CONDITIONS 19111-3 Il>V Earl 16 av/ U1Y OF FORT COLLI. LYMcDu;jc TIONS(IWV J/7090) purposes reghe dired by paragraph 6:26. Tnumbers ,or each, Sampleto be, submitted wil f be as specified in the Spccificatior& 61a Submittal Procedures: 6.35.1. Bcfiore submitting each, Shop Drawing or .Sample,,CONT..RAC )K`shall have determined and verified: 6.25] L all Geld meaatreinqu; quantities; dimensions, .spetifcd performance criteria: installation requirements, materials, camloe numbers an%r-suriilai information with respect thereto, 6.25.E2. ail.materials with respect to intended use, fahricatim- shipp{pntng, handling,. sroNc. assemblynstallalion p6rtaimne to the nce of the Wo performark,, and 625.1,3: all inibrnintiori relative_ to 'CQNI'R.4CCOR's•solc�responcibilitks in respect of means, rnithoils, techniques, seguences.and procedures of cons truction and safety procata6ns and programs incident thereto, CONTRACTOR shall also have, reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and .the Ctm met Documents 6251 Lich submittal will bcar.a:stanip or specific written. indication that CONTRACTOR Ices satisfied CONTRACTOR's bbliprmons under the Contract ,Documents with respect to MNL TRACTOR'xreview and approvalof that submittal 6 253. At the time of each submission, CONTRACTOR shall eJve GNGWE -R specific written notice of sucti variatiOrm if anv, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Oocumentq.such notice to be in.a written communication separate Trona the submittal; ark], in addition, shall cause a ,specific notation to be made on each Shop Drawing. and Sample submitted to ENORMEER for review and approval of each such variation. 626 ENGPIEER will review and approve Shop 'Drawings and Samples in actordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph S5. E7N?GNEER•s review and approval will beonly to,delermine.if.the items covered by the submittals will. after installation or moo rporatton in the Work conform to the information ocuments and be,canpatible with given in the Contract D the design concept of ,the completed Project as a 'functicrtgtg whole as indicated by the Ccmiract Documents. ENGENIEER's review and approval will not ertcnd to nitrates, mctfiods, techniques, sequences or proaxlutcs. of cwuiruc;.tion. (except where a particular means; method, technique, sequence or procedure of P i I I I I I I I I I I G I 11 1 t 1 1 r i I i I cxirstruction is specifically and expressly ualled'•for by the Contract Documenis).oi to safety precautions or pntgntms incidraa thereto. The review and approval of a:sepamtc item as such will not indicate approval of the assembly. ih which, the item .fanctioris. ' CONTRACTOR shall make . corrections required by ENGINEER, and shall re_rtun the requircd',riumbrs of.currected copies of Shop Drawings and submit as required dow;Samples for review and approval. CONTRACTOR shall direct spccitic attention in tvrtung to revision- other than Ute corrcctwtu called -for by [� JGLNEER an previous submittals 6 ft . ENGINEF'R's review and approval of Shop Drawing or Samples shall not relieve CONTRACTOR front responsibility for any variation Rom the,requirements of the.Coritract Documents unless CONTRA&OR,hai in witting called 'ENGINEER's attention to each such variation at the' time, of submission as required' by paragraph 6.25.3 and ENGL\fEER has given written approval or each such variation by a ;specific- wriiien. notation thereof incorpotated in or accompanying the Shop Dr6tvirig or Semple approval•, nor will any approval by ENGINEER relieve CONTRACTOR. from responsibiliy for complying with the, requirements of parayaph 6,? i, I . 6.28, Where•a Shop Drawing or Sample is required by the Contract Documents or the schedule. of shoo Drawing and Sample -Lbirassibrms accepted by FNGNF.ER as roquiied by pamgmpli 2.9. arry related Work performed caner to ENGINEER's review and approval of the pertinent- submittal will he at the sole expense and responsibility of CONTRACTOR. Cnurtnuing the 14an4; 6,29. CONTRACTOR ;mall carry on the Work and adhere to the progress schodule during all disputu�s or disagreements with OWNER. No Workslmall be dcleyed or postponed pendine resolution of anydisputes or disagreements, except as permitted by ptmgmph I5.5 or as OWNER'.and CONTRACTOR may otherwise agree in tviidna. 6.311. CONVTRACTOR',s Generid 14'amaraq .and Guarantee:. C.3n.l, CONTRACTOR warrants and guarantees. to OWNER, 1r IGNCER and ENGINCER's Co axdtants. that all Work will be in accordance with the contract Documents aril will not to &'(arrive: CONTRAt_rOR.s warranty and guammee hereunder excludes detects or damage caused by: 630.P.1, abuse• modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppficrs;or 630.1.2. normal, wear sand tear under normal usmge., , 6.30.1 CONT'RACTOR's obligation to perfonri and complete the Work in accordance with the Contract' Documents shall be absolute. None af'the 16116wirt_ will constitute an acceptance of Work -that & not in EJC1-JCQE' 'EFLXLCOWITL0I%t91" (1904) Wliuo Hv ctry or Remit COLLI `sMauaiC:Anovs iRE V a.^anm accordance with the Contractpocuments.orarelease of CONTRACTOR's obligation ki perform the Work in accordance with the Contract Documarts:. observaliore.by ENGNEER: 6,30.2.2. recommendation of any, progessor Coral pnymera by EhGLNMR; &k':3. the usuancc of a wrtilicaic• of Subsaantiat 'Completion or arty paynfdim by 0WNER­ .to C . ONT R_ ACTOR imder the 'Contract Documents; 6:30..4. use or occupancy of the Work,or any part thereof by OWNER; 030.2.5: any acceptanoi by OWNER or -any failure to du su:. 6.30.16. any, teview artd approval'uCa Slop Drawing or. Sample submittal.or. the issuance ofa notice-d6ility by FiNdINEFR'pumcint f.accc' ' to parngm 'ph 6:30:iT any inspection; tcst or approval by xaliers; or 6.30.2:8. any*wrreetion of 4k.Mc ftic Work by OWNIF:R. fndcnmifrcdnon: 631. 'ro, the fullest .extent permitted by Laws: and Regulations, CONTRACTOR shall indemnrFy'arid, hold harmless ,OWNM ENG1xrT3CR CNGCv-EERS Consultanti and the ,officers, directors, emfileyecs,.agcriLs and other consultants of each and any of•thent trout and agaiint'alt.claims, costs, losses and damages Sincludirig. but not limited to; all fees and chniges of engineers, ruchiteem agonteys and other professionals and all court or arbitration or other dispute resolution rusts) caused by; arising out of or resulting from the performance of the Work, provided that anysuch claim, cost, loss or damage; (i) is attributable to bodily injury, sickness, disease .or death, dr to injury to or destruction of tangible property' (other than the Work itself), Including the loss of use resulfing therefrom, and (ti) is caused in whole or in part by any, negligent act or omission of CONTRACTOR any Subcontractor, any Supplier- any person or orgmmILiar 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 ctmsed in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws aria! Regulations regardless of the negligence of any sucdi person or entity". 6.3 : In .any :und all claims agaifsl 'OWNER or C MT -ER or any of their mspective consultants, agents. officers, directors or employees by any employee. (or the survivor or.personal representative of such cnployce) of CONTRACTOR: any Subcontractor. any Supplier, any p rm. n or drganimfion directly or indvectly employed by 17 I anv of them to perform, or furnish any of the Work or anyone for whcse .acts.any- of them may Fie- liable, the ndemnificatirnobligation under paragraph 63l. shall not be limited in arty way by any limitation an the amount or type of damages. compensation or-bendui payable by or for CON'rRAC'TOR air any'such'Subc 6sitm tor' Supplier air other person or organization under workx n' compensation acts; disability benefit acts or other employee benefit act& 633. The indemnification obligations of CONTRACTOR' undei paragraph 631 shall not e:gcnd to the liabiGty oC 6NGL�iEER. sail' ENGINEER's.C:ortsultan`ts,. officers, •directors, employees oe agents caused'" by ,the professional ntgliernce.errors or om assorts of my of then., Sur-nW.of Obliggq lqr ,634, All representations; indemnification, warranties, and guarantees mad_ a in requiecid by or givenin accordance ivtih the Cnntr+i Iyanimentt as will as all continuin obligations indicated in the Contract Dccuments,' will survive firnl piaymem, cnmpleoori,mul nccepmncc�'of the Work and,tennir ern or completion of Awcemenl. ARTTCL E"7-OTHER' WORK Related IVark at Sur: 7.1, OWNER may perform other work related to the Project at the site Ivy OWNER's own forces, or let other direct contracts thrcfor which shall contain General C:onlfions similar to these, or have other work performed by utility. owners. If the fact that such other work is W he performed was not noted in the Contract Documents, then: (i) written notice thereof will be given to CONTRACTOR prior to sinning any such other work and Cu),CONTRACrOP may make a claim therefor as. provided ikArticlis I I and 13 if CONTRACTOR believes that such performance will involve additional' expanse to CONTRr\CTOR.or requires additional tunc and the parties .are rmable to agree ate to the amount or extent thereof 7:1. CON MACCOR shall afford etch other conunicum who is a. party to such a direct contract and each utility owner (and OWNER- if OWNER is ,performing the .additional work with OWN[IR's employees) proper and safe fwcecs to the site and a reasonable opportunity for the iruroduLtion and :siornge of materials and equipment and the execution of such other work and shall properly connect tmd cuorelinate 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 makeits several pans come together properly and tralot6td with such other. work. CONTRACTOR shall not endanger any work of others by cuIttang; excavating or othcnviST altering their work arid. will only cut or alter their work, with the written consent of ENGINt-ER and the ushers whose work will be affected. The duties and responsibilities of CONTRACTOR. under this parawaph arc for the bencGt of such utility owners and oilier contractors to the e.iem that -there are mmparible MUC OENER,w. CONU1710N) 19103 i 09n Edtial r wY Call" OF FORT COLLINS MODIFICATIONS (REV •IR(300) provisionsfoe the benefit of CONTRACTOR in said direct canhacts between.OWNTIR and such ulility.owners and other contractors. 7.3: If the proper execution or results of any part of CONTRACTOR's Work. depends upon, tioirk' pertonnad by others under this article 7, CONTRACTOR shall' asppeect such . other work and promptly report to. BNGINM'inwriting any delays; de6icts or dleficiencies in such other work that render ii unavailable or unsuitable forthe'proPer execution and results of CONTRACTOR'i W.A. CONTRAC•TOk's 'fiilure sti to "repwl 'will, constitute an accepanceof such, other work astit and proper for ntigration with CONTRACTORS Work except for latent. or noniapparent defects and deficiencies in such other work, .Cnnr&natfonr T4: If 'OWNER contracts, with other% for' the ,performance of uthier work'.on the Project;at the sile'the following will be set forth in SupplementaryConditions: 7:4.I. the p&son;.finn.orcorpomdmwho.willhp've authority and responsibilityfor coordination of the activitics among the various prime'comractom will be identified:' 7.4 2. the specific matters to be `covered by such nudtorityandresponkbilitva6ill be itemized:, and 7.4.3, the Ktent of such authority and responsibilities will th. provided. Unless otherwise provided in the Supplementary Conditions, CANINER shall have solo authority and responsibility i11 respect ofsuch coordinmior. ARTICLE 8-OWNER'S RFSPO\'SIBILITIES, 8.1. Except as otherwise provided in these General' CondidonC OW^'ER shall issue all conminriicttions to CONCMACTOR through ENGINEER 8.2. In case of termination of the employmient of LNGINEER. OWNSR.shall"appoint an engmeer.against whunrCO?iFILiFTUR-makes nu•reascrablreibjinEiorC whose stabs under the Contract Documents. shall be that of the former L'NGUEER 8:3. OWNTR .shall furnish the dam required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in paransphs 14.4 and 14,13. 8.4. OW'NIM duties in.respeet of providing lands and e.ascntatts and Providing ungneerin surveys to establish reference points:are set forth in pamtgmphs4I :and 4.4. P'araeraph 43 refers to OWNERS identifyn_ and making available to CONTRACTOR topics- of reports of explorations anal tests of subsurface conditions at the site and drawings.otphysical conditions in existing, I I I 11 1 I 0 [i 1 I I I 1 i 1 L �l I 1 I fj I strurtures at or contiguous,tothe site cunt have been utilizzd bv-ENURNTEER in preparing the,Crmtnci'Ducuments.. Z �. fiinttrtperegrephs3-S-dti�tn_ jr-}F4 8:6. OWNER is obligated to excyute Change Orders as 'vidcated'in paragraph 10.4- 5.7. OWNER's responsibility in respect or certkin itsspcctiorm tests .and approvals' IS set fort}i in paragnph.13A. 5:3. In connection with OWNF,R's riJtt to stop Work or =Tend Work, sce- rnragraphs�131U. and 15,1, Paragraph 152. deals- with ,OWNERs right to'lermuhate services of COVCR.�C'COR'untlecccrtaia:cveurristanceg. .4:9: The OWNER shall not supervise, direct or have control or authority over: nor. lie responsible :for, CON'rRACI:0R's:mams'methods; techniques, sequences .or procedures of construction or the :safety 4vechumvis and IIrogams incident thereto, -or for any failure of CONTWACTbP to comply with Lawsand RZoilarioms applicable to.the furnishing or performance of the Work- OWNF,R' will not he rsporvable for C.NI'RACTOWs failure to psfomt Or furnish the Work in accordance with the Contract Documents. lindirxud¢+ve-klatzrials-undoverzcl-oH-aveeled-aE-EiirsiEris net-faidrin-pnragrnpFr✓- CONTD lrTOR __ -nabl. `-a•151�{tMnsiRi arrangzmznts—havr-bzzn-ntadz-to—satisfy—O W+'.is1Z's. rzspensibtity-in-rzspzct:-thereof-wi I1-ba-his-szt-(oetk-itr tha Supplaitientary-Qindtuems ARTICLE. 9-Fi`iGIN-EER'S STATUS .DURING. CONSTRUCTIox OWNER's Represenmtive: '9.1. LN-NON-EER will Ix OWNER's representative during the construction period. The duties, and responsibilities. and .the. limitations of authority Of EGLNEER. as OWNER's representative during construction are set firth in the Contract Dt :umenis and .shall not be extended without written -consent of OWNER aril GNGINE-ER- t4sib to Site:. 9.2:. ENGINEER will make viiitsto the site at intervals appropriate to the various stages of construction as ER ENGNEdeems necessary in order to observe as an .eyperienced and qualified design professional the "progress EXDC UE'NERAL CONDITIOiINCi WINS (19" EtB[iml, al CITY Of PORT COLLI NS ?fODIDiCd'r1ONs ¢REV a.^-allat that has been made and the quality of the various aszcts of CGNTRACTOR's executed .Work. Based of ,informalionobteirted'iduring such visits acid obseivatiuni; ENGINEER will endeavor for the bdiefrtof OWNER to ermm in general, if the Work i' proceeding in accordance with the Contract Documents KIIGNFER will not be required to make e-xi imis ive or continuous on- -site: utspectivrs to. check :the djuality. or 96antity of the Work ENGNEER's efforts will be directed toward prbviing for OWNER greater dettrec of confidcncc-diii the completed Wort_ will con form , generally to the Cu&tict Documents_. Onthe 6ssis of such visits ai;J on - site nimivntions, :ENGINEER. w-U kee1t OWNER unformed of the progress of the Work and will endeavor to guard"0WNF,-R'against defeciiveWork, ENGINF'ER's visits and on-site"ol-Aervationc ari ?ihjcct to all :the limitations on ENGINEER's auUiaityand'responsibility set forth in fir agraph'9:13, and paruculdrly, but without limitation during or as a result of ENGINEER's on -site iisiti or .-observations of CONTRACfOR's Work. ENGINEER will iot,supervisc- direct, control or hive ,authority over:orha responsible-fir'COM'AC:TOR's means, mcthods,.•tcchniqucs, se-quences-or P rocedurcs of construction, or the safory precaurions And. Programs. incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to- the tirrmshingorpertamtanceofthe Work. Project Reprciventative.- 9.1, If OWNER and F_1G(NFER agree, FANGINF.ER will furnish a Resident Project R4presentative to assist ENGDJEER in,provickng mote continuous obs rvation of the Wix1:, The -respothsibiliries "and :authority. and limitations thereon of any such Resident project Representative and assLuants will Ix is. pt'gvided in par raiphs9,3 and 9.13 a^u theS plztttrnFa% Gonditions•of these General Cond66ra If ORr.IER desi ""mates' another re-pre-sentat.ve or agent .to represent OWNER at the site who is not ENGUEER's Consultant, agent or employee, the respoitsibiltttes and authority and limitations, thereon of such other person will be as provided -in ttlirlffitergfifY Crenditions piara92pJ1_2J o(these General Comic ;ens If the F-iGNEER fumishes- a Resident Project ReLtresentative (RPRLpc othS issisuants. or iE the-01VI .. d -'langtesa Representative or agent- all as provided in paragraph 9.3 of the General Conditions Utese Representatives shall have'th!L3uthmw and limitations is provided' in Pi gursph 9.13 of the General Conditions and shall be subiect to the tollowine- 9.3.1 :rhe Representative's dealings in matters perfaimr>r, to the ten -site %York will- in „eneral, be.with the ENGNEER and CONTIZ-ACTOR- But the Revrresentative will keep. the 01VINER. gro eerrlu advised about such matters. The .Representatives dealinfss-with subcontractors will only beeLhrcueh or with the Cull knowledge and -a proval of .the. CONTRACTOR. 9.3.2. Duties and Responsibilities. Representative will: 93.2.1. Schedules Reviewv. .die nraaress 19 I schedule and other schedules prepared by the CONTRACTOR .and consult' "with the E'4GP4EERconcrriiine ac«utabilitv.. 9.3.2.2. Ccriferertces and•. Meeting - Attend meeting with the- -CONTRACTOR such as gownstuction confererttzs,_proy3ess meetings and. other. job contzrences--and prepare and circulate conies of minutes of"mee4na�.s, 93.33. Liaison 93.2.3.1__,S ive as. EaVGINEER:S• liliumn with CONTRACTOR wc<kin aiicwlly through CONTR \C'rOR's:. u6erintendem to assist lhe "CONTRACTOR iri undcrsmndiite the Contract Documents. ' 9.3.13.2. Assist inobi urine rrom OWNER addi6omi details .or •information, when rewired_ for proper execution of the Work. 93:23.3. Advise .the ENGINEER and CONTRACTOR of the conunencemenr of am,• Work rewiring • a Shojr Drawing smmple submission if the sobmission has not hem approved --by the Q GrNIEER_ 9.3.2 4 evteiv Hof lVork.-M ctign o' Defeai Work,.Impections and Tc-,Le - 9.3 2.4. 1. Conduct rin-site observations of the Work in prc�gren to-a!5ist the ENGWEER ' in dctrnninittg t the Work is rp occCding,in accordance "with the ContractD6cuments. 9.3 44.3. Accompany visiting inspectors representing public or other aecneies having jurisdictiorrover the Prof record the results of these iDMctiom and. report to the ENGINEER. 93li, Interpretation of Conuacb Docume_rtts. Re_Rxt to ENGINEER' when ctarifiwtions•andinterpretations of the Contact Documents are .needed andtmm--mit. to CONTRACTOR clariGuguan and interpretaucn of the..Ccnlract. Document �& issued* by the 2gGINEER 9.3 2.6. Vloditicationt Consider and evaluate- CONTRACFOR'S'. suggestions. for FJGiXUEN'Mk.CONOtnititiJ'191o:369" awau t ur cm, OF FORT COLLI\4:VODNICATIONS(JUIV IP000) moditicauon in Drawings or Specifications and WM these recomm'endatiora_to, ENGCNGGR. Asg ratels transmit. to .CONTRACTOR decis,o, ,,sued by the.ENG1N}T IZ 93:2.7.Reconk 93:2.$.L. Furnish, ENG4INsEER lxra& reports. as reguired. of the progess of the Work and of the CONTRACTOR'S a�*Rllknno ivilhJi prog�lKd_ga schedule of -shop Drawing .and sample submittals: 93-2...$.�1 Cbt:-_ t wi [DISSDijELFjui advance of scheilu lir>y major tesL, insacuom or startof imponnnt phases of the Work. Drat proposed Chtume Orders and -Work Direcgie, Changes,_ oMaaong lnu:kun material from the CONTRACTOR rmtl. recommend to ENGLNEER Chance. Orders. Work Directive ,Chcimes :end Held orders. 9:3.2.8.4. .Report immediatclV to sLiiGMMER and OWNER'the occurrence of . any accident. '--- 93.29 Nvment Requests, Review.applicati tor.pnvptcntwith CONTRACTOR for compliance with .the .established procedure for their submission and fonvard'Mth recommendation to J I [1 I 1 i 1. I Ll 1 I r I i i i LNGEVEEP, acting P" rticularly the relationship of regtiireii re of the Conuaet l ocurtients (in the forrii of the�payment requested -to the schedule of values.fhawtngs or.otherwise),as ENGINEER' -maw determine work ampleted and materials and equ'i gent necessary. .which shall be consistent with the intent of and ' Delivered at the sitc but not-iricoroduated n the rcaso m% inferable from the Contract Documents. Such •Wak,� - written ctarifiaatiors and.atterpretatiuns will be binding on OWNFK . and CONTRACTOR If OWNER or 9:3 i 10 'Com letp ion CONTRACTOR believes. that a written clarificvtion or •interprdaton.justifies anadjustment in the Contract Price i 93'�Q.1'. IieCore: L1,7GIfI M issues_a or the Contract Times and the parties are unable to agree Certifi6tc of Substantial Cumpletion submit to. the .unaount •or extent th4ck of any: OWNER or -to CONTRACTOR" a list of observed items CONTRACTOR may make a written claim therefor as LNuirirmcorrectionorcompletion: providedin:9riicfe�I.1.orArticle 12. 962:10.1' Conduct Ittrial inspection in the —or Authoiisedlt/arialionsiiiWork: comoanv theENGINEER, OWNERand CONTRACTOR :and prepare •a. final list of U. F.i\NGINF.ER may' authpriie miner variation% in items to be corrected oreoinpleted: the \Nock. Cram 'the requirements of the Contract Documents which do not'imolve an adjJustmeiu in the 9.3.110.3. Observe that all' items, on the Contact Price or the Contract Times and are compatible final list Have•becn corrected or completed and with ,the' design concept pf,tlie completed Prefect as a ,make! recommendations to ENGINEER' •l'uncti6ning 'whole as indicated by the_ Contract concernine accemm�ce. ,Da:uiaierrt3. 'these iitny.bc.nccumplie.Ftedby a Field Order. .and will be banding on. OWNER; ,and also on 9-3-1Limitation of _authority: 'rhi:-Representative shall CONTRACTOR who shall,'perform .the Work involved ME-' promptly If OWNER or CONTR4CTOR`believes thata Field Orderjustilicsa n adjustment indaeContract Pried: or 9.'3.3.1. Authcriie anv deviations from the the Contract Timm and the parties.arc unable to agree as ,Contract Documents or accept any suhstitutc to the amount or extant thereof, OWNER or paiteri_* qLs_quipment_urI!tss _authorized by the CONTRA.C.TOR-may make a written claim therefor as ENGIN6FR provided in 'Article l I 12. 9.3.3.2_ Exceed limitations. of ENGINF.EKS Rejecting Defective Work. authMry as set forth in the Contract Documents:, " 9.33:3_Undertakc anv of the respmtsibilitics. 9.6. FNG 1'MR will have authority to disapprove or of the CONTPLACTOR Subcontrractor& or reject Work which F,NGNT R h.:lievi_•s to be defective, 1,N"Cl2E\S'[OR' pe1uitenslcgt„ or.that.L•NGL'qE•E&believes will not produce a completed Project. that conforms to. the ContractDocumentsof that 92.3.4. Advise on, or issue clare-tions relative tom or assume antral over any aspect of —the will prejudice the integrity of the designconcept of the completed Project ;is a functioning whole as indicated by means, methods,- techniques,_ stigi encesor the Contract Dotvntents. FANGINEEP will also have prae res for constructomgess tttch is authority .to require special inspection or testr g of the srecifically called for iii the Contract Documents. Work as provided in paragraph I3.9, whether or nut -the Work is fabricated, irtstalled- or. canplated. 9_3.3.i.. Advise: on or issue directions ' [egalding or assume con pt >�r vitzty_ Shall Drawings, Change Orders and Payments: _ precautions and protgams in connections with the Work. 9.7, In connection with ENG[YEER's atihority as to Shop Drawings and Samples; see paraumphs 6.24 through 93.3.5., accept Shap Drawas or supple_ 6.23 inclusive. i sra .submittals trn anyone other an ththe CONTTRACTOR. 9S. In anneciion with ENGI NTEEI2s authority, as to CharSc Orders,.sec Articles N. 11. and 12. 9.3.3.7.. Authorize OWNER to occupy the Work in whole or in pan: 9.9. In connection aith,ENGLNTEER's authority as to Applications for Payment. see Article, l4. 9:3.3.3. Pariicioate. :tits ep cialized field or laboratory tests or inspection ccnduutetl by others Deler6d ialinns for Unit.Prices•: except. as .soeeifi.ally authorized bv�.the ENGINEER 9:l( bNOLNEEK will determine the actual yuantitics 1 and classifications ot'Unit.Piice Work performed by Chiirfrctuionsundlnlerpremrions: 'CONTIRAcTbiz. E1GmEER, will review with CONFIRACfOR the ENGINEEK's preliminary 9.4. ENGINEER will issuewith reasi:nable prbmptness: dewrmmatiun dinsuch metiers before rendering s, written ' such wrinen. clarifications 'or inrerpreratierts of the decision thereon (hc recommendation of an Aliplication EkvcoENERAL CO,NDITtO,Ns vlas tfvwl Edtidsll. 31 tt/ CITY Of: COAT COLU %S MODIFICATIONS •IR Wlal i for Payment or otherwise); ENG vc'EER's written decision •thereon will .be final and binding- upon OWNER and CONTRACTOR unless, withih ten days after thedate of :any such decision either OWNER or CONTRACTOR delivers to the otrer.and to ENGMER written notice of ititerition to appeal,frorti-ENIGiNEER's decision and: (i) an appeal -from -MGINN='s decision is taken within the time limits and inaccordanCe with the pro edures set forth in Ex)iibit GC -A, "Dispute Resoluton Agreement; entered into between OWNER and CONTRACTOR pursuant to Article 16, or (u) if nq suite Dispute Resolution Agreement .has been entered into: a' formal proceediry; is irm fitute d by the appealin-- party in wimum of competentl'urisdiction to ccerelse sucgi rights or remedies'as die appealmg.party may have with respect to* ENGiNEWS decision, unless otherwise agreed in writing by OWNER and CONTRACTOR Sudi appeal tvdl not be subject to the Procedures of paragraph 9.11. Dedsfo&v On. Disput&r 911. :ENGINEER will be the initial interpreter of the requirements of theContract Documents and judge of the ,acceptability of the'.Weik thereunder- Oamis, disputes and other maacrs relating to the acceptability ofthe Wort. or the. interpretation- of the requirements of the Contract D&Liments pertaining to the performance and f ifnishing of die Work.and'claims under Articles 1 t and 12 in respect of changes in the Contract. Price or Contraci Tunes will. be refined initially to ENGINEER in writing with a request fora formal'decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be, delivered by the claimant to EIGWEER and the other party to the ,Agreement promptly (but in no event later than'thirty dtiys) after the scan of the occurrence or event giving rise thereto, acid written supporting data will be suliraitted to ENGINEER and the other pw—ty Within sixty days after the start of such occurrence. or event unless EIGLNEER allows an additionl peiieal of time for the .submission of additional or more accurate data ui suppon- ,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 elaimaas last submittal (unless. FNGfN`FER allows additional time). EiGLV"EER will render a formal decision'in writing within 'tkinydays,alter receipt of the opposing party's submittaL if any, in 'accords with this paragraph. E GQ TZR's written decision onsuch claim; dispute or other matter will be tirmt aW binding upon OWNER and CONTRACTOR unless: (i) nn appeal from FNGLNLTiR's decision is taken within the time limits and in .accordance with the procedures' .set forth in E,: I ]T 'GC4"Dispute Resolution. Agreeal ent",.emered intobetweenOWNTGR and CONTRACTOR pursuant to Article'16, or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appealfrom, ENGI] fN=R's .Written decision is deli'verecl by OCWSTM or CONTRACTOR to die; other and to lr 1G r�'EER within diity slays uter_tie date of such �dccision until a'formal. proceeding Ls.irtstituted by the appealmg,panyina forum -of competent jurisdiction to eiercisc such rights or remedies as,thc appealing parry may have with respect to such cGim; dispute or other matter in accordance with applicable laws and Regulations within'sitty days of the dare of such 1J FxcjLN'uLtI.'COtgN noNi19itm 09,)o E(fitim) -- nY C11Y OF FORT COLLINS MODIVICATIONS (REy4CO0e) decsion.,unlessrotherwiw agreed in writing by OWNER and CONTRACTOR: 913; When fmrnctioning as interpreter and judge Linder. patagtaphs9.10 :and, 9.11. ENG will -not show a�rtiaiav co pWNFR or CONTRACTOR nrid will not be bid Lai cotviection with any udeepretaton.or.decision rendered ih good ranh in such capacity. TheTcndering of a dxision'by. liNG LEI - pursuant to pamemphs 9.11) or 9.11 with respectta" an)• such claim. dispute or other matter (except any, which stave been waived by the making or accance of Enal payment gas providw in paragraph J4.15)'gill he .a condition, precedent -to any exercisc'by OWNER,or CONTRACTOR of such rights;Or remedies asettlier Ono' have'under the Contract Documents or by Law;s.or.Regulations in tvipect of:any such claan: dispute to other matter-purwant-tatlritekrl6: 113. Limitations on "'Le'VG1NM's Authvri0 and HeiponsihiLtier:. 9hill_ _Neither made by ENGINEER in goad faith either to exercise u not exercise such authority or resporsihility ar the undertaking, c,,tercise or. performance U any authority or responsibility by.FNO1NF.ER•shell create, impose or.give rse to any duty owed by E2,IG6EER to CON FACTOR„ any Subcontractor; any Supplier, any other person or orgammion, or to any surety for of employee or again of,any of them, 9,132- rMINEER will not supervise, direct, control or have authority over 'or he'responsilite for CON.TR\CTOR's mans. methods techniques, sequences or procedures of constructik. or thc.safety precautions and programs incident thereto, or for any failure of CONT R:ICTOR to comply with Laws and Regulations applicable to the tumishing or peiformanoe of the 1Vork. ENTOWEER':wit not he responsible for CONiRACTOR's failure taperfxrn or fumisli the Work" inaccordance with the Contract Documents. 9.133. MiGINEGR will not be responsible for the acts or omissions. of COy1R \CTOR or of tray Subcontractor, any Supplier, or any other person or organization ,performing or furnishing _any of the Work. 9,13.4, ENGLNEER's review of the final,Application Fur Payment, and accompanying -documentation and all maintenance and operuung instructions. schedules. gvantntecs. Bonds aril certificates of "inspection, tests and approvals and other documentation required to be dehverecl by paraVnph 14.12 .will only., be to detaine generally .thattheir content comespliwith :tie requiremcnts oil: and in the ease of czrtilii- tes of -alspeetioni tests alld- approvals that the' rLults certified, indi6ite mnapliance with, the' Contract .Documents.. 9:1-3-3. The limimtidns upon authority and I 3.2 The Work shall be Substantially Complete within one hundred and thirty (130) 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 forty-five (45) calendar days of Substantial Completion. ' They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER ' and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: ' One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after the One hundred and thirty (130) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: ' After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the forty- five (45) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Six Hundred Sixty - Three Thousand Nine Hundred Thirty -Seven Dollars and Fifty Cents ($663,937.50), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. Section 00520 Page 2 I I I I I I t I L' I I I responsihifity,set tooth" in this parmgmpr 9,13 steal l also apply to-ENGiNEERs.Consultatts, Resident Project Representative and assistants. ,%R-nCLE 1-0—PIANGFS IN THH WORK 10.1. Without .invalidating lihe dgnement.mid witicouD 'notice to any surety. OWNER may,'at unv time or4orn, Hine to timeorder additions. deletions or reviiiuns in the Wort:. .Stich additions, deletimns or revisions' will be authorized by a Written AmiendmatL a Change Order, or a Work Change Directive_ Upon receipt of 'atiy such document, CON1 P-ACfOR shall promptly proceed with the Work involved s3hich will be paformed under the applicable conditions of the ContractDacumaits (except as otherwise specifically provided). 10.2. if OWNER and. CONWCTOR are'unible to agreens.to the extent; if arty, ofan" ndjusmiem in the Contract Price or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive; .it claim maybe made thercforas provided in Article I I nr Article 11 10.1 CONTRACTOR.slid not be entitled to anincrcasc in Qte Contract Price or an e.,aension of the'Contmet'r rotes with respect to any Work performed that is niit required by the Contract [acumen 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.:3 or in the case of uncovering, Work as provided in paragraph 13.9. 10.4_ OWNER and CONTRACTOR shall ieccute appropriate Change Orders recommended by ENGWEER (err Written Amendments) cowering: MAJ. changes to the Work: which are(i) ordered by OWNER pursuant to panigraph 10A. (hi) required because of acceptauce of &kjective Work under paragraph 13,13 or correcdng kfective. Work under paragraph 13.14, or (iii) agreed to,by the parties: MA?. changes in the Contract Price or Contract Times which are agreed to by the parties; arad 10,4.3. chances in the Contract Price or Contract Times which embody the. subsuince of any µrittcn decision rendered by 'E:IGUNHER pursuant to. paragraph 9_I 1; provided that.. in lieu of esecudng any sttch Change Order, an appeal may be taken Gym any such decision in accordance with the provisions.of the Contract Dociunents and ripplicable-Laws and Rcjvlations, but.ddring any such ap L CONTIsA(:1'OK. shall -carrryry on,the 'W6rk and adhere to the priv_�ess schedule its. provided in paragraph 6.29. 10.5: tl notice of any chance aQeclir the general scope, of the Woik. or the provisions of'the Contract Documents EXDCCj1:N' A.LC'0t1VVR0 i I9103(199t( Edtim) W OT"Y Or- PORT COLLI NS MODIFICATIONS (REV 4P Wad (including, but not limited to, Contract Mee or'Cotitract Times) isrequired by the provisions of any- Bond 'to be yivrn to a suiety,. the giving of any such notice Will be CONTRACTOR'; responsibility, and the amount ofrach applicable Born will be adjusted accordingly: ARTICLE ll—CILUNGE,OE.CONTRACT'PRICE' 11.1. The Contract Price cirtstirutes the total compensation (subject to authorized adjustments). payable to CONTRUCTOR tiir pertorining the Work All duties, responsihthtic., and obligations assigned to or undertaken' by CONTPAC fORshall tx atr'ONT.RACTOR's expense without change MAN: Contract price. Iia 'fhe Contract Price may only be changed by, a Change Order or by a Written Ainrndtuent Any clairn for.an adjustment in the Contract Price shall be lrised on written notice delivded by die party making the clairn'to the other party and to ENGINEER promptly (but in no event later that!thin)? (lays) 'aller the stun of the occurrence orevent 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 sLxty days utter the stars of such occurrence or event (unless DIGMEER allows —additional time for elaimantto submit additional or mo(e accurate data in support of the claim) and shill be accompanied by claimant's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled is a result of said occurrence or event. Al claims for adjustment in the Contract Price shall be determined by LNG.INEXR in accordaned with paragraph 9AI if OWNER and C0I7fRACTOR cannot otherwise ugec on the amount involved. No claim .fur an adjustment in the Contract Price will be valid if not submitted in accordance with this patmgrph fL_. 11.1 The value' or any 'W.ork covered 'bv a Change C?rder or, of anyelaim for an adjustment ih the Contract Price will be determined us fullows: 11.3.1. where the Work involved is covered 6y unit prices containedin the Contract Documents, by applicadun.of such unit prices to the.quantities of the items involved (subject to the provisions of '23 1 ptiagntphs t 1.9.1 through I V9.3,.inciusive); 11.3.2. where the Work involved is not ctivered by unit prices asptalncd in the Contract Docuiments, by a ,mutually agreed paymbrent s& including .lump'sum (which may include an 'allowance for overhead and profit not necessarily in accordance with ptiagraph'116.2): 11.3.3. where the Work involved is trot covered by unit, prices. aintaihed in the- ComrHLt Doitirtients and agreement to a lump sum is .not reached -under paragraph 1 1.3:2, on the bases of the Ccist of the' Work (determ rwd,as provided in paragraphs 11.4 and 1.1.5) plus a CONTR4CTOWs fee for overhead and profit (determined as providediirpamgrnph Il,¢), co.l of the wwk 11.4. The term Cost of the Work. mcartsthe sum .of all ants necessari1y,h ned and paid by CONTRACTOR in .the proper performance of,the Work. Except as otherwise may be agreed coin writing -by OWNER; such costs shall be to amounts' no. higherthan those prevailing, in the locality of the Project, shall include only the following items and stall not include any of the costs itemized in paragraph I1.5: 11A.1,Payroll costs for employees in the direct employ of CO NTRACTOR.in the performance of the Work under schedules of job c1mmificauons, agreed upon by OWNER and COM ACTOR. Such employees shall include without limitation superintendents; foremen acid other personnel employed full-time at the sites Payroll -costs for employees not einplomd full -bate on the Work shall be apportioned on the basis of their time spent 'an the Work. Payroll costs skill inctuderbutnac be Limited to: salaries. and wages plus the cost of fringe benefits which shall include social security contributions; unemployment. cceise and payroll taxes, woikcrs'. compensation. health and-relirement benefits. -bonuses;, s applicable thereto. The c�\pcses of performing Work after regular working hours an Saturday. Suniety.or legal holidays, shiall*be included in the. above to the eztem tuithori[ud by OW LATER. 11.4.2. Cost of all material- and equipment furnished and incorporated in the Work including costs of transportation and storage thereoC, and Suppliem'_feld services required m 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 :cod returns from sale of surplus ,materials and equipmentshall accrue to OWNER amtl CONTRACTOR shall niuke piov'isions so that they mav:berobuined.- 11.4.3. Payments .made by CONTRACTOR to the Subcontractors for W &V perferrnwd or Furnished by Subcontractors. If requiied by OIVUER, EH;MGE`?ERV;'CONDITIC.41't911Nt_ II JV Eddall 24 a7 CITY OFFORT COLLINS MODIFICATIONStIREV 4l.0aoq CONTRACTOR shall obtain competitive bids froth Subconlat:tors acceptable to OWNER and CONTRACTOR' and shall deliver :slurh bids W OWNERavho will then determine; with the advice of ENGINEER, which�bids, if any; will be aa:epted; If tiny subcontract provide that the Subcontractoi'is to be paid an the basis of Cost of the. Work plus'a fee, the Subcontractor's Cost of the Work and fee shall be determined_ in the same martner as CONfRACTOR's Cost. of the Work aril Cee as pruvidod in pamgmphsll4 ['t'_i, lfb 'arid 117, All subwntrucis shell be subjeU to the other provisions of the Contnict.Documenrs insofar as applicable. I I.4.4: ,C:osts of special consultants (including -but not limited to engihoe?. .architects, testing labomlories- surveyors; attorneys.and: accountants) employed' for services specifically related to the Work. 11$.5. 'Supplemental custs including the Cillrnv ng: 11_4,.):1. The (proportion of, .necessary 'transportation imVel'and sibsittence esj>Lstsr s of CONTRAGI'OK's cmploy_ecs incurred in, discharge of duties coniectcd'with the Woik 11.4.5.2. Cost, including transportation and maintenance, of :allmate )als, supplies; equipment, machinery, appliance; office and remporary facilities atthe site and kind tools not owned by the workem which arc.corsumed in the performance of the Wbrk, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR. 11:4,5:3. Rentals of. all Construction equipment and machinery and the parts -thereof whether rented from COh'TR ACTOR or others in accordance with, rentals agreementsapproved by OWNER' with the ads ice. o f L'L IG .VEER and the costs of transportation loading. unloading; installation, dismantling and removal thereof -all in .iccorchnce with '*'terms of rapid rental agreements. Therentalor any such equipment, muchinery or parts .shall cease. when the -use thereof is -no longer necessary for the Work. 11.4.5A. Sales.. corsumer,'usc or similar_ to\es related to , the Work,' and 'roe which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4:5.5. Deposits. last for causes other than negligence of CONiTL\CTOR say Subcontractor or anyone directly or indimctly employed byuny of them. or for whose acts any of them may be and _royalty payments and fees-forperntits:and licenses. 11.4.5.6. Losses and damages (and related expuises) caused by damage to the Work, not compensated by insuumtce or otherwise. sustained by CONTRACTOR in connection• wadi the L I I P I t' I I I I i r I performance arid' Riniishing. of die Work,(occept losse%.and'damagm within the deductible.amounts of property insurance, established by OWNER. m aixurdance with paragraph 5,5), provided they .have resulted &-am causes other than 'the n Ilgence of CONTRACTOR,, any Subcontractor, or anyone dea:tiv or indirectly employed by any of them cr for whose acts any of them may be liable. .Such losses shall include settlements made with. the w[ittcit co=- n*t and approval oC OWIIER No'such lisso:s: daiiiages and'espe scs shall be included in the Cost of the Wo& for the purpose of determining CON'TRACTOR's"few IC however. any such loss or damage requires reconstruction and CVi`rfRACTOR is placed in charge thercol; CONTRACTOR shall be Fain for scrvicis a fee proportionate to that stated in.paragraph I t,6:2. 4IA.5.7; The cost of.utilitics; fuel and sanitary facilities at the site. 11.4..i,R. Nlinor cspenscs such as telegrams, long distance telephone ©Its, telephone service.at the site; ckiiressage.and similar petty cash items in conneetion.with the Work; 11.4.5.9. Cost of premiums for additional ,Bonds and'"innumnce royilired because or changes- in the Work. 1 I5:. The term Cost of the SVork shall not include any of the following'. payroll costs and other ,compensation of CONI TR\CTOR's officers, eie.utivet., principals (of partnership and sole proprictonhips),.gencraf managers. engineers, architects, estimators, attorneys, .auditors, aoxountarlM purchasing and contracting. .agents. e\•pWitcrs, timekeepers, clerks and other personnel employed by CONTIL\CMR whether at the site -fir in ,CONTRACTOR's principal or a branch office ror ,general administration of the Work and not specifically included in the agreed' upon schedule of 'loft .Classifications' referred to in paragraph 11.4.1 or specifically covered by paragraph 11A.44r11 of which are to be considered administrative costs covered by the (CONTRACTOR's fee. i l:i.2. Expenses of CONT R[ %CTOR's principal and branch offices other than CO_MRACTOR's office at the site. 11,5.3. Any part of CONTRACTOR's capitul expanses, including interest on CONTRACTOR'S capital_ employed foir the Work and charges against CONRACTOR foci clfnquentpayments. iL5A Cost of premiums for .all Bonds and lur.ail -msuraince whether or not CONTRACTOR is required oy the Contract Documents to purchase and maintain the -same (except f'or.the cost of premiums covered by subparagraph 1.1,4.5.E above). E.1C1)C (1' ,M,LL c0NUITLONS i9 t 031 t'l�x) Edliral W/ CITY Or• PORT MLLINS SIODIIIC 1' 10M(REV 4P(910) I.I;i.>,, Costs, due to die negligzrice- of CONTRACTOR, _any 'Subcontn tear, or ,anyone directly, or•ir*ectly employed "by, any of than or, for whew acts any of them may be liable; including but not limited to. the coriection of ikfeern•e No& iiisix of materials br equipment. µr6ngly supplied and making guod any damage to property. II1'S.6. Other overhead or general. c.vense'.costs_of' any kind and the a)sts ofany item not specifically and e;5tpiessly'inchided. m pbxa&aph.-1 t„ t, 11.6. The d01TItRAGT0R's fee allowed to CONIURACTOR fox overhead toil' profit shall be determined as follows: 11.6,1. wmutually acccptablo fixed ,fec: or 11.6.2.'if fi Cited fee is.nol agreed upon then.a fee based ion the followingg .perccntagrs of the- van6us puitionsuC.tne�Coslafthe Work:. ' II A2.L .for costs incurred under paragrphs 11AI and 1 L4.2, ' the C ONTRAC.TOB's fee shall he fifteen pereem 11,6.:22. for costs incurred under paragraph 11,4.3; the CONTRACTOR's.fce shall be live percent: 11_6.21- where one or more tiers of su 4contractsare on the basis of Coot of tneWork plus. a fee arid,rio fixed fee, is agreed upon, the. intent of paragraphs 11,4.1, 11,4:2, 11,4,3 and 11.6:2 is that the- Subcontractor who actually perfoxms.or ftirnMes the Work, at whatever net, wilC be Irifd a fee of lidcen percent of the costs incurred by such'Subcoruractor under paragraphs 1 141 and 11.42 and that. any Higher lien bulr:anmctor and CONTRACTOR will each be. 11.6, 4. no fee shall be payable on the basis of costs itemized under. paragraphs 11.4.4, 11.4.5 and 11.5: 11.6.2 5. the, onto of credit to fie allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cast will be the amount of the:actmi net decrease in cost plus a deduction in CUNTRAC'rOR's tee by an amount equal to five percent -of such net decrease, and 11.6:16. when both tiddfiore:and credits are involved in any.one change., the adjustment ai CONTRe\_CT02s'fee shall be computed hon the basis of the net change in accordance: with paragraph[; 11 6�2.1 through 11.62.5;,inclitiivc. I1.1. Whenever the cost of ran• Work if to be 25 determined _pursuant to paragraphs 1 I,4' and 11,5, CO\rT'RACTOR will establish 'and- maintain records thereof iri sccordancc with generally accepted accounting 7prctices and submit .in form acceptable to I:tNG]I EER an mized cost breakdown it gethernvilh upportatg data. Cash Alkrwancer I I:$, ft is understood that CONTRACTOR has included, in the. Contract Price ail allowances so named in 'Cc Contracuriocuments an&shall cattise the Work so covered to be fwl shell erxl performed far" such sums as may, be acceptable to OWNER and ENGWEER: CONTR. ACTOR .agrees that: 11,8.1, the allowanccs include the east to CONTRACTOR (less -any apphceble trade discounts) of materials and. cquipmem required by -the- allowances -to 6c,delivercd at the sita:und'all applicablc tazcs;.and 11.8:2.'CONTRACTOR's. costs for. unloading and handling cn the site; labor, installation casts, overhead, pratit and' .other expenses contemplated for the nlfoµ'ances. have be r included in the Contract l?rice .and nor in the .allawancps and na demand for additional'payment.on account of any -of the foregoing will be valid. Prior to final payment: an appropriate Change Order will be issued as rsmm oendedbaf .bv GWEER'to retlect.asual aImount%due CONTRACTOR on'aecountofWork covered by allowances, and the Contract .Price shall be correspondingly o'djusted. IL9.. Unit .Price [York` 11.9.1. Where the Contract Documents provide that all or part of the Work is to be Unit Price. Work, initially the Contract Price will be deemed to include .for all Unit Price Wort_ an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items. Of Unit Price Work are not guaranteed nod are solely tor' the purpose of comparison of 13ids;arid demonining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by LNGLLKEER in accordance with paragraph 9.10, I La.2. Each unit price will be deemed to include an .amount considered byyCONTRACCORto be adequate to cover CONTRAC'TOR's overhead and profit Cur each separately identified item. 11.93, OWNER or CONTIL.\CTOR ;mav make it claim, for an .adjustment .in the Contras Priceim ac otdaneic with Article dl if: 11.9.3.1. the quantity ofany-item.of Unit Price Work firfomrcd by <ONfRACfOR differs materially and significantly from the estimated quantity of such item indidated in die A4eenient, FICUC 6E'`t6it,ll. CONDt71Q.4S' 191 a-1t,rl'1N1 EStica i =6 u'/ CITY OF FORT COLLINSMODIFICATIO;'S 1fjtEVdr20pl) and 11.9.31 there is no corresponding adjustment with respecilo anv'otheritem of Wtuk,, and 11.9.33. if CONTRACTOR believes; that CONTRACTOR is entitled to an increase in Contract Price as --a result of having incurred additional cVcriw or, OWNER, believcs'that OWNER Is enitticd tu. a de:rea56 m Contract Price, and the ;parties.. are unable: to agree ;as_ to ;the amount of any such irtcrease or daxease: l L9:3:4. CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the -Rid or.changr quantities at OWNERS sole discretion without affecting the Contract Price of �anv.remainitig item so longrts. the deletion or ,addition glues na4 exceed dwenty-live Percent of the-orieinal totaCComma fries AKRCLE l2-CH 4\GEOECO\T[L\CT"1L�LES 12.1. The Contract Times (or %Milestones) may only be changed by.a Change Order or a Written Amendment: Any claim for an adjustment of the Contract Tuiies (or Milestones) shall be based an written notice delivered by the party making the claim to the other party .nodto .ENGINEER promptly (but in`no event later than thirty days) after the occurrence of the event giving rise to the. claim and stating the gcnml nature of the claim; Notice of the extent of the claim with supporting data shall be detivered'within suety. hays after such occurrence (unless ,FiNGINEER allows additional time to ascertain more accurate data in support 'of � the .claan) and shall be. acumpsnIed by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as result of .the occurrence of said event. All claims for adjustment in the Contract Times (or fvblestones).shall bedetermined by EJGTNF.ER in, accordance '•with paragmph,9.11 if Ok%NL-R aril CONTRACTOR cannot cutler Wise agree. No claim fur an adjusmem. in the Contract Times (or \Alestones) tvit be valid if not subniitted in accordance with the requirements of thisparagraph 13.1. 12:3. NI time limits stated in the Contract Documents are of the essence of the.Aereemenc 123. Where CONTRACTOR. is. prevented from completing. any part of the Work within the Cuntract Times (or -Milestones) due. to delay: beyond the control of CONTRACTOR; die Contract Times (or Mdest u es).wdl be extended in an iunount equal, to time lost due to such delay if a claim is made therefor as provided in paragraph 121. Dcbys beyond the ceintrol of CONTRACTOR -shall itdu&-. but not Ba limited'tq, acts or ncsleia by OWNER, acts or neglect of utility; owners or. other contactors performing other work ascontemplated by .Article 7. fa'ps floods. epidemics, abnormal weather conditions or acts of God. Dclays .attribumble to and I I 1 r 1 I h I I I I -withiin the control of a Subcontiactor or Stipplier shall be deemed to be delays within the control of CONTRACTOR 12.4. What. CONTRACTOR is .pruJented Cram completing any part of the Work within the Contract Times (or Milestones). due to delay beyond the control of both OWNER srid CONTRACTOR an extension of the Contract Times:(or 1`lilestones) in an amount equal to the Lamle !ca due 'to suchdelay shall be CONI TRACTOR's sole and,eRclusive remedy for such delay, .ln no event'shatl ,OWNER be liable to CONTRACTOR; any'Subcontractor, .tiny Supplier, any other pcxsonor,orgaiirrtign or, to any surety .for. or employee or 'agent of any of them, for damages arisiig out of or vaulting from 6) delays caused by nor within the mnrrnl'of the CONTRACrOR•. or (ii) delays beyond the control of both pattiesincluding but not limited to, fees, (loods epidomics; abnormal weather conditions, acts of God or acts or neglectby utilityowners ar c;d a co6trecturs perfwm'rrtg other avork as dontemplated l3•+Article 7. ..CR'CICLE 13-= ews rVND .JINSPECT'IOINS; CORRECTION; REMOVAL OR ACCEPTAINCE OF DKI"FiCTIVF•WORK L3: L wotice of Defects: Prompt notice of all defective Work -of .Which OWNER or FNGIYEER. have actual knowledge .will 6, given to CONTRACTOR. AIL d,? ctive -Work may be rejected, corrected or accepted as provided in this .Anicicl3. ,fee,* to !fork: 13.2. OWNER ENGINEER ENGINEERS Consultants, other representatives and personnel of OWNER, ititkpcnduat.[cstinglabgmtories and got•enunental agencies With jurisdictional interests will have access to the Work at res>Yxasble-•times fru their observation, inspeeting and testing. CONTRACTOR shall provide them proper and -safe conditions for such accessand advisc them of CONTIL\CTOR's site.snfeeyprxedures and programs so that thev may cbmply therewith as applicabler Tens and Inspections., 13:3: CONTRACTOR stall give ENGINEER timely notice of readiness of the Work for all required inspections. tests or approvals, and shall cooperate with truspectionand nesting personnel to facil itatc requiredinspections or lasts. 13.4. Ot\'NER shall employ and payfer the services of an independent testing laboratory to perform all inspections tests, or'appruvals required by. tie Contract Documents except: 13A I: for inspections; tesu_ or approvals covered by paragraph 13.5 below-. 13.4.2. that custs.inctared in connection with tests or inspections conducted' pursuant. to pamgmph 13 9 FJCDCGE,'MALCONDI"IION'S 191a3 t1990 Edliuit xV aTe CI° PORT COLU NS MCOIFIC\TENS (ale dC(NIa1 below shall be paid as : provided in :said paragraph 13:9;and 13,4.3;'as otherwise sprcitieallyprovided in the Contract Documents 13:5:, If Laws or Rsgdlaitiuns of any public body having +jurisdiction require any Work (or part therein) specifically to be inspected, 'tasted or approved by,an employee'or .in connection therewith, and ftfmish ENGWM; R%the required certificates of - i nspccuoit. Or .approval: CONTRACTOR shall also be resporeihle for artangirig and obtaii ing and shall' pay all casts. in connection ;with any inspections tests ur.approvalsrequired fur OWNER's and,EII GIN'F:ER's acceptance of inataials or equipment ro- be incerpuruto I in the;Work Pr of materiels n x designs, or equipment suhmi¢od for approval prior to CONTRACTOR's' purchase Ihaeof for ihttitponition in - the 'Work. 116: If any'Wcrk (or the }work of others); that is to be inspected, tested or approved is covercd by CM7P-3CTOR without Written concurrence of ENNGINEER, it must, if rcquested'by ENGINEER be uncovered for observation. 13.7. Uncovering Work -as provided in'laragmph 13,6. shall ha at CONTRACCOR's expense unless C:ONITRACTOR has given ENGINEER timely notice of CONTRACTOR's. intention to soarer die saute and I NGII,(F6R has not acted with rew.nablc promptness in response to such notice: Uncm•erfeg Work, 13.3; If any Work- is covered contrary to the written request of ENGINEER it must, it requested by ENGIVEER be urnroveial for ENGINEERs observation and replaced at CONrRACTOR's expense. 119. Tf FNGINF.FR considers it necessary or advisable that covered Work be observed by Ei`iGINEER or inspected or tested' by others C6N'TRAC'T0R at ENGINEER'S request shrill uncover, capose or otherwise make available for observation. inspection or testing as ENGINEER may ayuirr, that purtioii of the Work in question tiimishiins all nwcessa" labor. material and equipment If it is round that. such Work is diftctrvr~ 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 satisfaLtory replacement or reconstruction, (including but riot limited to all costs of repair or. replacement. of wor' of others); axial' OWNER, slall'bc .aititled to an appropriatc. decrease in the Contract Price;. •dill• if the parties urC unable. to; agree tus td the amount ttereol may make a claim dnerefor as provided -in Article 11, If, however; such Wuik is not. found to be dgfktive. CONTRACJOR shall beallowed an increase -in the Cunttac:t Price of an ert=icm of die'Contracl Times Car MilcsitanLq), or both, dircicily attributable to such .,1 11 I iuicoveiina expamm, .observation, . inspection, ,testing, rep[tietanent. arid 'reconsuructioix. and,. if the parties are unable, to aarpe as' to the amount or-eitent thereof. CONT - CTOR,may make a claim therefor as providedli t .Articles 1.1 aril IZ, O"FR May Slop the Work: 13.111; ff the Work is Ulfevmv, or CONTRAMR.fiEs to,supply sul icic7 t skilled workers or suiiable materials or equipment; urMsto Garnish or,perforni the Wurk insuch a, way that the compleiaj Work will conform to thn"Coritract Documents OWNER may order CF)NTRAOTnR'to stop the Work, or any portion thereof. until the causc for "such order has been .elimumterL-however, diis right of 6kVNF.R to'stop the Work shall not give rse i.to any duty on the pan of O,IVNER t'-u^tcrclsc this right for the:bcauGt of CO`TRAC FOR or any.surety.or other party. "Correction or Rentmm! of Defective Work: 13.1.1. tfre*iied Ley;FNGIL\rhT2,.CONTRACTORshall promptly; as directed, either correct `all defective Work, whetheror not fabricated installed or completed, or, if the Wort: has been "rejected by FNGINEER, remove it from the site and replace -it with. Work Oral is not, A! crive. CONTRACTOR shall pay all claims, costs,Imes and damages caused by or resulting .from such correction or remoVaF(ticluding but riot limited to all costs of repair or replacement of work of others). " 13.12. Correction Pena& 13:12J, If within one yea two vcars after the date of Substantial Completion or such longer period of time as may be prescribed by Lards or Regulations or by the [eons of any applicable slice. l guarantee required by the Contract et Docuents or by any. specific provision of the Contract. Documents, any Work is found to be. d,:fwive. CON?R\C,TOR skit) promptly, without cast to OWNER and in accordance with OWNER's written 'instructions: (i) correct such defectrve Work, or, if it has been rejected by OWNER, remove it boat the site and replace it with Work that is not *fecrive, :and' (ii) satisfactorily correct or remove and replace any damage to other Work or die work of others resdltirig therefrom. If CONTRACTOR does riot promptly comply with the m ters of such instructions, or in an emergency where delay Would cause serious risk of .loss or damage, Ol4NER may havee-the defective Work corrected or the rejected Work removed arid replaced, and all claims, cents, 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 13.122, In specail circumstances where• a lenticular item of equipment is placed in" continuous service. before Substantial Completion, of all the 1Voik the correction period Cur that iiem may start to run from urn carlia date if so, provided in th;' Skeifications or by Written AmendmcnL 13.12:3: Where•defecove "Wort: (and damage to other E1CDCOENMT LCONDITI�)-N:3''19111-a(iP)o Ellidimi 28: wi MY OF F61LT.COLLI NS.tMDIFICATIONS(IiEV U'aW) Work resulting, theref-oin) has been corrected .retnbvcrl.or,replace&under Ihis.mrugmph'i 13,13;,the torrcctton period hereunder with respect to such Work will be eixtendcdl for art, addittmal perremoval of erwtear two years alter such correction or and replacement has been satisfactorily completed, ;lecepwitce ofDefectipe Work,'- 13.13...Lf. instead of4equiring coacctionorremoval.and •replhoment of defective 1Vork., O\VNTsR,(artd. prior to ENGINMR's recommendation of Gnat 'paynianl also 'ENGINEER). prefers to,accept it, f)WNFR may do so. CONTRACTOR shall pay all claims, vests losses and damages :attributable to OWNER's evacuation of and determinatiabi to accept such'defacave Work (suchcrnta tp be.approved by ENGINEERasto reasonableness). If arty such acceptance occurs' prior toy DIGIINEMCs recommendation of final puymc a. a ;Change Order will be :issued' mcoporanng 'the ricccssary revisions in. the Contract.. Docunens with "respeci. toy the Work.. -aria OWNER shall' L+c entitled to an nppropriate decease -in the Contract 1'Hcc,,and if thepartiesare unable to agree as to the amount thereof, "OWNFk may make a claim therefor as provided in Article 11. 11'the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. OIViVER May Correct Defective Idbrk:: 13.1:1'. If COI)ITRACT.OR rails within a reasonable time after written notice from FNIGINMR to correct defective Work or to remove and replace rejected Work as required, In• E'�i fGINF.FR*inaccordancc with para`It 13.11,.cjr if CANTR•\CTOR fails to perform chi: Work in accordance with the Contract Documents, &'if.CnNTRACTOR fails to comply with any other provision of the Contract Documents, OWNTiR may; after seven days' written notice to COYMACTOR,. correct. and remedy any such deficiency. In ewrcising-the rights and remedies under this paragraph OWNER shall proceed etpeditiously.. In connection with such corrective and remedial action, OWNER may exclude CONMUCTOR frtnnall'or part of the site, take possession of all or pen of die Work, and suspend CONTR\CTOR!s services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work at, maimals and equipment stored at the site. or for which OWNER has paid CONTRACTOR . butwhich are stored elsewhere. CONTRACTOR .shall alltnv• OWNER OW T—R's representatives agents and employees OWNEWsother contractors. and ENGINEER and I:NGINEER's Consultants access to the site to enable OWNER to exercise the rights and remedies under thinpamirtrph All claims, costs; losses and'durnages incurred or sustairied' by OWNER in exercising such rights and remcties will be charged against CONTRACTOR and a Change Order will be issued' incorpumting lhc.neass*ry revisions in the Contract Documents 'with respect 16 the Work; and OWNER_ shall be entitled to an app opriate decrease in the Contract Price, and if the parries are unable to agree as to the amount thereof. OWNER may make_ a claim therefor u provided in Article 11, Such claims, costs; losses and I I I 11 I I I I I I G I 11 y i I I I damages will include but not be litiiited to all costs of repa¢ or replacement or work of others destroyed or. Damaged by correction. removal or replacement of CONTRACTOWs gvfecthv Work. COAPfRACTCIR shall nor be allowed an extension of -the Contract 'I imcs (oi Mi(e-aoiies) because ot.any, delay to pertormance of; the Work attributable to the ccercise by'OWN ERof OWNERs rights and remidi s; hereunder:. - ARTICLE II44A ANTS TO CONTRACTOR AND CO:�tPLETIOiN ' SclredufebfVa(ues 14.1. The schedule of values established as -provided in cparugraph 9 will serve as the basis for progress payments and tvtl,I be mcorrppoomtcd into a font of Appliauon For Payment acceptable to ENGINEER. Progress.payments on 'account of Umtl4ioa Work will.be based on th6number of +units completed- - Aj PlLnafion for Progresr AaJmenC 14:2. At least nvcrin• clays t -fore the date established for each propels payment (but not more often than. once .a momh), CONTR:\C>TOR•sall submit toUNGMER for rcvwiv an Application for Payment Filled -out and signed by CONI-R•4CTOIt covering the Work, completed as of the date of the Application and accompanied by such supporting documerim iixi 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 loraoon agreed to in writing the Application for R ayment shall also be accompanied,by a hillo€sale, invoice car other documentation tvarrantintg that 01�WE•R has received the materials and equipment frce and clear of all .Liens and evidence diat.the materials and equipment are covered by appropriate property -insurance and other arrangements to protect OWNER's interest therein all of which will be, satisfactory to OWNT - The amount of retaimnge with respect to progress payments will lie as stipulated in the Agreement- Any funds that arc withheld by. the OWNER shall not be subiea to substitution ba the CONMf CTOR with securities or anv atrnt]Wments involvinta an esarnv or cttst4a-nAp_By gcoqutire the.5 licattort for paytnenl form the.CON R.ACTOR expressly waives his right to the benefits of.C.olomdo Revised Statutes Section^_4-91=1G1, el seel. COATR4CTOR's Warranty of Title: 143- CONTRACTOR wimmnts,and.gttaamers that title to all Work, materials and equipment. covered by arty 4pplicatidn for Payment; whether- incorpumW 'in the Projector not. will pass to:OWNER no later than the time. of payment free and clear of'611 Elan'. Review gf.4pr1icarions far Phkgress Payment 14.4. ENGMER will. within ten rbys-after receipt of each Application far Payment, either indicate in writing n EJCD(: (iE1FR�l. CU^NIT[ONi I'l1 i�S 11 Via) &tilirri). %r CITY OF FORT COLLI t.5 MODIFIc AnONS hurry a,^.uaal rcc6atmenc6uion. of payi6ent and present the. AppUettibp to.OWNER or relum the Apphattion to CONTRACTOR .indicating in wilting ENGLNEER's reasons far refusing to. recommend,paymeht. In the laucr ease, CONTRACTOR miry - make the necessary correctionsa6&'resubmit the Apphcsuon, fen days .,after presentation of the Applicttion for Payment to OWNER with LNGMERs recommendation. the aniourtt recommended will (subject to the provisions of the last sentence of paragraph 14.7) became due and when duewill be•peid,by.OWNER to CONTRACTOR 14 i. E.NGINF.FR's recommendation of any payment iequestcd in an Application for Nymeut will oonsutute a represenmtion by ENGINEER to OWNER.- based' on 1111M FR's on -site observations of the ekccutcd Work �as an rcpencrxed•und qualified design.'profen svonal'and o ENGINEF:R's review of the A efeation tar Pavment and the accompanying data and s4iedules..that to.ihe'best of ANGINEER's k-nowlcdgc, infonnation,and belief.- �14.i:L. the 'Work has progressed'. to ,the point indicated, - 14.7. the quality of the Work 'is gcnemlly in accordance with theContractbocuments (subject to an evaluation or the'Work as a functioning whole prior to or upon Suhsranuid. Completion, to the results of any subsequent tests celled tior in the Contract Oocumcnlq,tp a final determination orquaniitier and :classifications for Unit Pricy Work under pamgr Ph 4.1 t), and to any otherqualiticatio_ns:sated in the recommendation), and 14,33, the'. conditions precedent to CONTRr\CPORs being ,entitled to such payment appear to have ;been fultiliedinsofar as it is E iG ITMER'S responsibility to observe thB.Work'. However, by' recommending any such payment ENObNEE2 will not thereby be ckettied to have represented that: (i)exhaustive or conUrntous on -site inspections have been madeto cheek the quality or. the qunnuty of the Work b,:yond the regp mjbilaics specitirnlly assigned to ENGINEER in the. t_ontract Documents or (ii) that there may 'not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWrNiER LT entitle OIVNER to withhold payment to CONTRACTOR- 14.6. CNGINEER.s recommendation of any payment, including final payment shall not mean that ENGINEER is responsible for CON-TRACTORs means, methods. techniques, sequences or procedures of construction or the satety precautions and programs incident thereto, or for any :failure of.CONTRACTOR to comply with Laws and Regulatiuns npplicabie to the •furnishing or performance of Work. , or 'fur any, failure. of CONTRACTOR' to Wfo m or furnish Work 6 accudance with the Contmct`Doe:uments 14.7, ENGINEFP may.retu_se to recommend the whole or any part of tiny payment if. in ENGINEERS bpinioit it would he Incorrect to make the r�pmsentstions to '9 E I OWNER refetrdl.to'in pamgrapli 14.5, EN'GWEER may also refuseto recommend any such payment, ur,lrcausciof subsequently+ disco4cred evidrnce or the results of subset cot inspections or tests, nullify any- aich payment previously recommended. to such extent, as may be necesmry- in ENGINFFR's opinion tS, protect OWNER from loss because: 14.7.1. the•Woik is-dejac/il'e: ok e6mpleted Work lias been damaged reyiim ug corroution or replacemennt. 14.7.2. the. Contract Price has .been reduced by WrittemAmendrinent or.Change Chdei: 14.7.3. OWNER. has been required tocorrect, drfactive Work or complete Work in.accordance with parmgmph 1114. or - - 14.7.4. ENUDMER has actual Icnowlotlgc of 'the, cecirrcnec of . any of- the, evcm' criumciated ins paragraphs 15:3:1 tluough' 1 S.14 i icfusive. OWNER may refuse to, make payment,of tlte.fill'amount recommended by ENCrNEER because:- 14.7.5, claims have been mad: against OWNFR ,on amount of CONTRACrOR's perf-omiance, or furnishing or the Work, 14.76. Liens have been filed in connection with the Work: except where CONTRACTOR has delivered a' specific bond mitsfaetory to OWNER to secure the satisfaction and discharge of suchLicna, 14.7.7. there are other items entitling OWNER to a set- off attains[ the amount rcoommended,'or 14.7•3. OWNTR has actual knowledge. of the occurrence of any.. of the events- enumerated, in pamgmpls 14.7,1 through 14.7.3 or. pxamgmplts 15=:1 through I i,3,4 inclusive, but OWNER, must give CONT LN(7rOR immediate }written notice (}with a copy to, ENGINEER) stating rite reasons for such action and promptly My CONTRACTOR the amount so u•ithhe4l or uny adjustment thereto agreed to by OWi`IL•R and CONTRACTOR. when CONTRi%C•TOR corrects to OWNER''s satisfaction the .rcasuru fur such. action. Subirtindid Camptedoor: P.S. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall nosily, OWNI M and ENGINT=- in writing that the endie Wark is substantially cemptete (except for items specifically listed by CONTRACTOR as incomiplete) and request that LEIGLNEER issue a cent icate of-Suhstaraial Completion. Wilian :u rcasonablc time lhefeafter. OWNER. CONTRACTOR_and E 40MER shall make an inspection of the Work to determine the status of completion. If ENGLNEFR- does :not consider. the Work substantially complete. ENGLNEER will notify. CONMACTOR in writing giving the reasons therefor_ If ENGIiVFER etcoc OC,FR:u, couu17101Nba 91 n x n 9va ealtini t 'lt) WC1IYOF FORTCOLLINSN001FICATIO\S(REV 4P001) considers the Work sutistantiall} complete, ENGE UR, will prepare and deliver to 0% R a tentative certificate of Substantial Completion which shalLfb:: the date of Substantial'Complotxm. There. shall be attached tor the •ariificate a tentative list of items.'to -be .carmpteted or coirectedbeforetealpp,eeyrnent_ OWNERshsll.haveseven days after receipt of die tentative certiGutte during which 'to male written objection to•C�i OMER as.to any provisions. of Ike certificate ;or .attached list.. If..after curmdc:i t —such obiocti6m ENGINEER corrcludcs that the Work is nat substantially completes: ENGINEER will een within .fourtdays after submission of •the tcmlaiive certificate to OWNER notify cONCRACTOR in writing, stating the reasons therefor. If, alter consideration, of Ot1NEWs Objections, ,ENCIINEER considers the Work 'suhkantial(v complete, h'NGINF.F,R µill within ."said :fourteen , days execute :and deliver, w. OWNER find CONTRACTOR a definitive certificate of Sulista ntial Completion (with.a revised,icrtmlive list of items to be coritpleted'a comcctcd).reticchi g such changed front the tentatiYe certificate as ENGfi LEER beiteves f LLSlthed alter •consideration of any ahjedions Goni OWNER. At the time of delivery of the tentative eertificite of Substantial Coinpletnon-RUGINERR will deliver .to OWivFR and CONI RAC I -Ma written repo nmendadon as to division of responsibilities pending final payment between OWNER and. CONI'RaC'fOR with respect, to security, Operation, sntcty, maintenance, heat, utilities, insurance and warranties and .guarantees. Unless OWNER and CONTRACTOR:ay'ree otherwise in writing and sq inform ENGINEER in writing prior to FNLN GEER's issuing the definitive: certificate of Substantial Completion, FNGDrEER's aforesaid recommendation will be binding on OWNIPP and CONTR \CfOR until final paytncnc I4,9, OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substaraial Completion. but OWNER shall. allow CONTRACTOR reasonableaW&% to complete or correct items on the tentative list. Parna( Ufili:atiun: 141p, -Use by OWNER it OWNER's option of any substantially completed pan of the Wort:,. which: (i), has specifically been identified in the Contract Dmannentc or (tr) OWNER, WGINM and CONTRACTOR agree constitutes a separately functioning and usable put of the Work that can be used' by OWNER- for its intcnded purpose - without significant inwference 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.Ic1,I.OWNER gat any time may •request CONTRACTOR in writing to permit OWNER to use any suchpan of the Work which O WNE-R•believes Ed be ready for 'its intended use and substantially cotplete; IfCONTRACTCORagreesthat. such -part of the Work is subsumtially eumplcte, CONTRACTOR whiff certify to OWNER and.LNGINEER that such li n: of the Work is substantially complete arid request ENGD!EER to issue -a certificate of Substantial Completion for that part of the 'Work. I 1 I 1 5 I 11 a a a E. I t. I I I I I I I t I 11 I 11 CON]"TRi\CTOR it any time may notify OWNEk and WGLNEM in waitingthatCONTRACTOR considers any such pan of the Work ready for its imended,usc and substantially complete"and request eIGTNEER to issue a certilimte oCSubstantial Completion for'that part of the Work" Within a eeasonable. tinieafter either such request, OW�GR .CONTRACTOR and (ENGINEER shall mako•aii inspectibrr of-thar part of the Work,to determute its status of completion. If ENGLNEER,does trot consida.that part of the Work to be substantially Complete, ENGLVLER "ill notify OWNER anal CONTRACTOR:in wriii giving the reasons therefor. if F.NGINFF:R comciiders,ftt part of the Work to be substantially complete: the provisions of paragraphs 14.¢ and 14:9 will apply -with respect to certification of Substantial Completion of that pair of the Work and the division of responsibility tn respect thereof and access thereto. 14,10:1 .No e:eupancyor,sepamte opcmtion of part of the` Work: twill be atcomplrshecl prior to campliancc Ninth the"requirements of paragraph 5.15 yin respei tot property insurance. Final laspecrion: 14.11. Upon tvTittcn notice from Col rrR.aC-TOR that the entire Work" or 'an agreed portion thereof is complete, ENGI.lEER will onake a ruail inspection with OWNER and CONTRACTOR. and will noflty CONTRACTOR in, witting of all' particulars in which this inspection. reveak, that the Work is incomplete or *fectfve. CONTRACTOR shall immediately Lake such measures as ate necessary to codipletcsuch ryork.oi rentody such dcticicncics. Final.Application fiir Pat'ntent: 1412. Alter CONTRACTOR has completed all such correctionsit, the sitisEtction of UNG INFER and delivered in accordance with the Contract Documents all maintenance :and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of atsurance required by paragraph SA certificates,at inspection, .marked -up record documents (ifs proyidcd in pnragmph6.19) and other ekxum nm CONTRACTOR may make application for final payment following the procedure for progress payments.. The rural Application for Payment shall be accompanied (except as eviously delivered) by: (i)all documentation culled car inthe Contract' Dbewnents, including but not limited to the evidence of insurance required by subparagraph, 5.4.13. (u) consent of the surety. if any. tolnal payment, and (ut) complete and legally effective releases or waivers (%hisfactoryy to ORNER).of atl Liens mising out of or tiled in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may ftunsh receipts "6r releases ire full .and affidavit of Cb&ftRACTOR that: (i) the:releases:and receipts include all labor servicm material iuid equipment fir which a. Lien could be filed.. and (ii)tih payrolls, material and equipment bilL .and other indebtedness connected with the Work forwhich:OWNER or OWNER's property might in. any way be responsible:have:beget paid 'or otherwise satisfied lfagy'Suhgontmctor or.Sip.pfier fails. UC DC OE"NMAL CONDMO4ti t 91 US f I tart Gttiticnl NV/CITY OF PORT COLLI NS MODIFICATIONS tREV •[PUN) to fuinuh such' a release or receipt in. -full, CONTRACTOR may Eimish a Bond or other collateral ,satisfactory to .OWNER to indemniify tDWNER'agaiist any, Ltea Releases or waivers of liens arid the consent of the surety- to finalize payment are to be submittedon forms confirming to theformer of the 0 WNER'S'standard .forms bound in the Project manual: Furs! Payment and: tcceptanci: I4,1_3: if, on the basis of •FNG=, Rs ohxrvation of the Week If., west uction, and fuiaf'aspectian;. and ENGINEFR's review of.the .final Application for payment and accompanying documentation .as required by the .Contract Documents, PNGINFER. is satisfied that the Work has been cnmplcicd' and CONT.RACTOWs, other obligations .under the :Contiact Documents have been fulfrliod, 6NGLNEFR will, within ten days after receipt of the final Application for Payment. inrlieate in writing F.NGINBER's rccommcndation of payment and present NF1t' the 4pplicmiuri.�to,OWfor.paymenL At,,the.same time ENGfMHF".R:wiiI ilso'SiVe tvriaen notice t6 OWNF,R' and CONTRACTOR that the Work, is acceptable subject to .theprovisions of paragraph la 15: Otherwise; ENGENEFR will return the Applicatioii to CONTRACTOR, indicating in writing the reasons for refusing to recommend -final paymcnL in, which case CONTRACTOR shall make Vie necessary corredio t.¢ and rewbtuitthei\pplication. Thirtydaystitlerpresentationfo OWNER' of the 2l4)plicanon' and accompanying documentation, inappropriate form and substance and with ENGINEF:R's recommendation and notice of acccpmbility, the amount recommended by ENGLNEER will hoeome due and will he paid by OWNER to CONTRACTOR. subject to paragraph 1762 of .these 'S!ehgM_l (.Q jd tIl i ,' 14.14, IC through no fault -of CONTRUCTOR, final completion of the Wok is- sigrtificantly delayed '.and if .RIt,(tii iEER so contimts. OWNER shall,. upon receipt or CONTR \CTOR's final Application tor Payment and recommendiidon of E,IGLNiTR, and without terminating the Agreement, make payment of the balance clue fix that por6911 of the Work fully completed and accepted Il:the remairtirig balance to be held by OWNER for Work no fully completed or corrected is lice than the relainage stipuL•ited- in the :',greaten, and if ikcinds have been furmshed :s,roquired in pamgmph 5.1, the written consent of the surety 16 the payment of the balance due for that ,portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGUEER with the Application for such payment. Such payment shall be made under the termsand conditions goveming find payment wept that it shall not constitute.a µ^diver of claims. Maher of Claitn.i 13.15 The making and acc:cptinwc of tinal payment will •ccokitatce 14.15.I.a waiver of all dains by (AYWERaynirsst. CONTRACTOR except. ,claims tuising from ,unsiettled Liens; from •tk)egJvc Work.appearm,2.aQer 31, I I Gml inspection pursuant to pamgraph'14,11, from failure -to comply with the Contract Documents or the tenn's of any special guarantees spcci God Ihcrca of from CONTRACTOR's continuing obligatioru-umId the Contact Documents acid 14.15:2. A waiver of all claims ,by CONTRACTOR' against OWNER other than those previously made in writing and still unsettled. ARTICLE .ls-SUSPENSION OF WORK Ai%W '!'IMMINA,voN OWNCR iilav'Si Wind Work:. 15.L At. any time rind without. cause. OWNER may shupcnd'the Work or an)}, portion thcrcof fora period of not more than .ninety days. by notice in..wntmg ,to CONTRA TOR and'F.NGINFFR whicK will fix the date on which Work will be resuincd. CONTRACCOR.shall resume4he Work tit the date so fixed CONTRACTOR• shall frc allowod.an adjustment in the Contract Pricy or an, extension of the Contract Times, or hA directly, almhutahle to airy such suspension if C.ONTRACCOR '.makes an approved. claim therefor as provided in Articles I I and 12. OWNER Hay Ternunate: 15.2: Upon theoccurrence of any one or more of the following events - if .CONT12r\CTOR,persistentlyfails'to perform the Work in accordance with the Comma DocumenLs. (including, but not lwiied to, failure to supply sut7icidit skilled work suitable materials or.equipmentor failure to adhere to the progress schedule established under paracraph2,9 as adjusted from time to time purauant.to Paragraph 66: 15:2.2 if CONTRACTOR. disregards Laws or Regulations ofany public hxty having- jurisdiction:: t i.13. if CONTRACTOR disregards the atithorily of ENGINEER or 15:2.4. if CONTRACTOR: otherwise violates, in any substantial way any provisions, of the Contract Documents: 01VN'ER niay. alter giving. CONTRACTOR (and the surety, if any) seven dayse ivniten notice and to the extent permittedby laws and Regulations,. terminate the services of CONTRACTOR exi:ludc CONTRACTOR tiom the site .and take '.possession. of the Work and of .all CONTRACLOR's tools, appliiinces. construction equipment and machineryal the site and use the same to the full extent they could be used try CONTRACTOR (without li.•tbility to CQNTR4GT6R for trespass or eonvcraibn)..incorporate in the \Vork all materials, and equipmentstored at the site or,for which OW'NFk, has paid FJCOC CEN'EFUL CONOITI ONti't9 t 0-a (19W EMM I 32 rU t11YOF FORT COLLI NsmollaUcA.-nONS(REV W900) CONI'R\CTOR Gut which are storm elsewhere, and rmishthe WdrkasOWNER may .deem e.%Tedient In such .case CONTRACTOR shall novbe entitled to receive any Further payment until the Woik is Gnished. If the unpaid Balance of the Contract Price exceeds all claims coots, lossesand damages sustained by OWNER arising out of or resulting.frumcompletirig,lhe Work such extxsg will be paid to CONTRACTOR If such claimss costs, losses and damages•exctxd.such unpaid balance, CONTRACTOR shall pay the difference to OWNER._ Such claims, coots. .lase_ sand homages incurred by OWNERwill be reviewed. by ENGINEER as to the r reasonable and ,wF ew so hved'biy ENGINEER incorporated in Change Order. ded •dial when excrcisind any rib'tits or rtmcdies er s paragraph OWNER' shall nor herequired to • obtain. the Ip}vast pncr forthc tVark performed. 1U. Where CMUR &OR's aarviccs have lien so terminated by OWNER the termimtion.willnot affect any .rights or _ remedies of *OWNFdt against CONTRACTOR then'e:tisting or which may,thcreafter accrue. Any retention, or'.paymem: of moneys due CONTRACTOR by 'OWNER willriot release CONTRACTOR ftntii liability. 15.4. Upon- suvcn 'day- written noti xi, to 0{?NTRACr0R. .and FNGINF:F.R, OWNER may, without cause and without prejudice to any,otherrright or remedy afOWNER elect to terminate the Aereernent. In such case, COWRAUMR shall' paid .paid Cwithouv duplication of any items): 15.4.1. for complacd and acceptable Work executed in accordancewidm the Contract Documents prior to die effective date of tcmtination, including rair and reasonable sums. for overhad and profit on such Work, 15.4.2. for expensessustainedprior to the effective date of termination in performing services and funusli hg labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, —plus tart and.reasonable sumsfor overhead and profit on _such experetcs; 15.43for all claimscosts,, losses. and ikhmages incurred in settlement of terminated contracts with Subcommctors, Suppliers ind others. and 15.4,4. for reasonable expenses directly, attributable to termination CONT ,V—r0R shall not be paid on account of loss of anticipated profits or revenue or other econumic Ian arising out of or resulting from such termination CO,VTR4CTOR May Stap.11foria or TcTminate: 15.5. 1Cthrough no act or fault of CUNT Ri\CTOR the Work is suspended for a periml•of more than ninety days by OWRv`E_ R or under an order of'court or other public authority, or FNGINEFR laiWto act an any application for Pyvmen within thirty days after it is submitted or OWNFR-fails For thirty days to pay'CONfRAC COR'ri6y I I I I I I L, I I I H I u 1 �n �I II 11 [1 I I� I I I 1 I I 1� I 1 I 1 .sutra Eirelly determined.to be due. then CQYMCTOR may; upon seven days' written. notice to.OWNTIR,and EN< rWEFR,.arxlprovidedOWNERorENGINEERdonot remedy yuch suspension orfailure within that. time, termin_ ate the Agreement and recover ham OWNER ppaeyment on the same terms as provided in paragraph I5.4. Gi lieu of terminating the Agrecioad and without prejudice to ariy ad= right or remedy: if ENGINEER has failed to .act on an Application for Payment within thirty days after it is submitted.-ur OWNER has failed for thirty days to Puy CONTRACTOR any sum finally determiied, to b: due. CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereixt 'rhe arovmions,of this. paragraph 15.5 -arenor intended to Preclude (( TRACTOR.frotu making claim under Aitides- l I; and; 62 for an increase in Cohtrui l l'ncc or Contract Times'or athcriviu for.expemcs.or damage directly attributable to CONTRACEOR's stopping Work as permitted bythispmr mph: AktICLE 1G DISPIJTF_ R)SOLUTIOtY, If and to the attent that OWNER and CONTRACTORt' have agreed on the method and prou.odure' for resolving disputes bchv&n. them that may arise under dus Agreement,•such dispute resoluioon method and procedure, if any, :shall be as set forth ih :Exhibit GC :4, "Dispute Resolution Veement". to be auachcd hereto and made a part hereof. If no such aggttaement on the method, and procedure far resolving such.disput;q has been reached, and subject to the provisions of p,aragmphs9JO. 9,11 and 9,12.'OWNM and C_CI TRACTOR may, exercise such rights or remedies as cither.may otherwiw have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17- :.NHSCELLXNEOUS Gifting Nririce: IZL Whenever .tiny provision of the Contract Documents requires the givir= of written notice, it.will be •deemed'to have been validly given if delivered in person to the individual or to a member of the firm, or to an officer of the corporation for -whom it is intendctL orif delivered at or sent by registered or certified mail, postage prepai(L to the last business address (sown to thc'giver of the notice.. I7.2: Conrpirtatiomof'Tiine: 17.3_1. When any, period of dme'is referred to in the. Contract Dc umenw by'days it will be wtuputed to exclude the first anti include the lastday of such period. If the last day of any such period falls on a Saturday, or Sunday or on a day made a'legal holidav by the law of the applicablejuriscliction. such day, will be omitted Fromthe computation WC'O(;OE:'EF_AL CONDIT(OM 191US tt 990 Ebro) W C1"IY Of FORT MLLI NS \MODIFICATIONS (REV •Kell!!! 1-7 21. A.calcndarday of iwenty-four hours measured from midnight.to the next midnighvivill constitute a day. Notice ofC(aim 173; Should OW]4ER.or COiiM:%C,EOR sulfa injury or damage to -person or.proPerty" because of,any error, omission qr act of the `other party or of any of the other partyernptoyees or agents or otheis for whose acts the other party is legally Gable.; cliiim will be made in vWi i to the other pnrtp within a reasonable time of the'firet observance orMh injury or damage.; The provisions of 'this paraimph 1.7.3 shall not be Cori r ed as w substihne f& or a waiver gf the provisions of any'applicahlc .yYatute Of lim itations,or rcposc.8}mruf26,r e fZenrei8ea. 17A The duties and obligations .imposed by these General Cnnditiona.and the righmand ramcdics available hereunder to',the partics hereto, and ;in piutuidar but without limitation, the u-nnhinties.. 6iamntees and obligations imposed upcn COiU*I;ACT•OR .fay rAngmplt46.12; 6 16'6..311, 6.31, 632, 13.1 13.12 13'-1 i; 14.3 and 15,2 and all of the rights and mnedlcs available to O"WFR and�F.NGINHFR thereunder, arc -le addition .to, and are not to I.construed in anytvay as a limitation of, any rights :rid remedies available to any or all of them Mika are otherwise imposed or available by Laws or ,Rcgulations by special warranty or guarantee or by other provisions of the Contract Documents,and the provisions of this parngmph -will he as- effective ss if repeated sp civically In the Cantract_Documcmta in won ition wri[h each partieulorduty,-ohligation, right and remedy to which they apply. Nufecsonal fees and Cmdt Costylncluder& 17.5, Whenever reterence is made to "claims- costs, losses and damages", it shall include in each case; but.not be limited to, all tees and charges of engineers, architects, attorneys- and other professionals and all court or atbitrauon or other dispute resolution casts. 17:6. The laws of tad a $tale of Codomdo.3Pply. to_this Agreement Reference -to. two pertinem COI nldo sutules are is follows 17.6.1. Colorado Revised Sta(uus iCI25.S=ll=1f11 require•that Colorado labor be emptoved to perform the: Work to the c.aem. of not less than SO percent (SO%) of each tvoe or class of labor in the several daXSllimtions of Skilled anti common labor employed an the proiccL Colorado labor means env, Person who is it bona tide resident of the State_ of Colorado at the - time of emgluymen without discrimination as to race, color.crEed.:rue: relicinn or sea. 17.6.2. if'a claim is filed, OWNER is required by 1my (CRS 3S-26-107).to withhold from all payments. to CONTRACTOR' sufficient funds to insure --the pavmrent of all claims for labor, materials. team hire. sustenance: provisions. provender, or other .supplies used ear wrnnrmed by CONTRACTOR or phis 33 I FJCOG UE`,mu. CONixno J'191nJ3 j 1990 EcWail 34 MY OF FORT COCU NSMOOIFICATIONS(ILEV-IP.(100) I I 1 1 1 1 1 1 1 F 1 1 I 1 I 1 (This page left hlard: intcndmallv.) i 1 EICDC UE'NMILL CONUIT(OXi 1910-3 I199U Eificiml ' wCTIYOf'PORTfALLi NS\ICUIIIC,tTIOHSGREYW W01 I .11 i 1 1 1 1 1 1 1 11 1- 1 1 1 1 1 EJCOC(ILNU AL;CO, Din0...v 19[(M. 1990Edaim) N UlY OF FORT COLLL` NI011IFICA'CIONS(12CV,tCOb) 1 1 I t 1 1 I I I I Ft 11 EXHIBIT GC -A 'to General Conditions of'.the-Construction Contract .Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREE11IENT OWNER .arid CONTRACTOR hereby a" that Articlq [6 of the Gcnenrl Corriliuuns of the Construction Conb ici •between OWNL R and CONI•R\(.rOR, is amended to include the'follow•itig agreement of the parties: 16.1. All claims, disputes and other matters in question between.ONNER and:CONTRACI'OR taismg out of or relating to the Contract Ijocuments or the breach Hereof (except fix claims which have been waived by the making or acceptance of -Final payment as provided by, _paragraph 14.15) wlll be ;decided '.hy arbitration in nccixdatice «ith the Construction industry Arbitration Rules of the ,American Arbitration Association then o4tain4:s4bject to the Umitntiorts of the Article 16, 'rhis agreement so to arbitrate and any other agrcean6l. or consent to-arbiumc•emercd into, in accordance herewith as provided in this Article 16 will be spexitically enfgrccablc tinder the prevailing law..of any court having jurisdiction, 16.2. Nademand for arbitrationofany claim,,dispute •ar 'other matter that is iequird to be reicrred to leiIGNTLR Initially for decision in accordance with paragraph 9.1 1 will fie made until the earlier of (a) the slate on which FNGLNEF.R has rendered a written decision Cr (h) the thirty -first-day after the parties have presented their evidence to ENGNITR if a written decision has not been rendered by F.NGINUR before that date. \b demand for arbitration of any such claim; dispute or other matter will be made later than thirty days after the date on which F.NCrINF.ER has rendered a written decision in respect thereof in accordarice with para_raph 9.11,, and the riilure to demand: arbitration within said thirty. days' period will result in ENIGINEER's decision being. fatal and binding upon OWNER and CONCRA rOK If ENGINEER raiders a decision after arbitration proceedings have been initiated, such decision may- be entered as evidence but will notsupersde the arbitrntion proceedings, except where the decision is acceptable to the parties concemecl. No demand for arbitration of any wrium decision of Is1GINCER rendered in accordance with paragraph 9.10 "will be made Liter than ten days after the party making such demand.h.-ts delivered written notice -of intention to appeal as provided in per groph 9 i n 16.3. Notice of the demand •fur arintn6ort will be filed in writing with the other party to the Agreement and with the Ameiical Arbitmtion Association and a coewill be sent to ENGINEER for information The dcmarttf'ftir arbitration will be made within Ube diary lay or ten-day period syo:chfhed in paragraph 16:2 as applicable,. and in -all other cases within a reasonable time abler tic clatrn. depute or.gther mailer in question has nrisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedirgs based an' O ch claim, dispute or other mauer in question would he h8rred by the applicable .statute of limitations. FXOC OE1'ER:LL CONLIITI014519 LO-3 i l996 tdiho i a'! CITY OF FORT COl.0 tSMODiRCATTOZS CRFV 9r91))' 164, Except as provided in'paragraph 16-5 below, no arbitration arising. out of or re'litt"atg'to the Cariimct Documents shell include by consohdatioin. Joinder or in any other manner any •tiller -person of entity (including' LNGTNEQt. ENGNEERs Consultant and'the officers: .directors; agents, einployees or consniltarlm of any,6f their), who -is not apaiiy o this contract unless; 16.4.1. the inclusion of such usher person or entity is. necessary if complete relief is to be iffordcd among those why are alreaclj. parties tit the arbitiaRot>, aril ' 1642., such other person or.eirtity •hs substantirtily involved in a queslionbf law orfact which is common 'to those who are already parties t6,the arbitration and' which will.arise; in suchpiocccdings,and 16.4.3. the written consent of the other person or entity sought to be .included' and of OWNER and CON RAC-I'OR has hecn obtained for %tell inclusion;. .which consent shall make specific refercnce. to this ptmgmpi: but rho such consent shall constitute consent, to arbitration of any dispute not spedfically described' •in such consent or to arbitration with any army not spce ically'identified insuch consent. 16.5. Nonvithstarding paragraph 16.4. if a claim. - dispute or other- matter in question between OWT`ER,and COf✓TRACTOR involves the Work of a Subcontractor, either 0WINFA or Cti)N'rRACTOR may join. such Subcontractor as a party to tha arbitratobetween n beeen OWNER and CONTRACTOR hereuridcr, CONIRAGCORshall include in till subcontracts required by paragraph 6.11 a specitc provision, whereby the, Subcontractor cements to being joined in an arbitration btzvccn OWNER. .and CONTRACTOR involving the Wort: of such Subcontractor. Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, rn�, t or cause of action in L•hvor of Subcontractor and against OWNER ENGINEER or ENGNEER's Consultatirs that does not otlienvise exist. 16,6.. The award rendered by the arbitrators, will be final, judgment may be entered upon it in any court having jurisdiction -hereof. and it will not be subject to. mWification or appeal. 16.7Z. OWINTR and COMWCTOR agree that they shall fiat submit .any and all unsatUed claims, counterclaims,- disputes and other matters in question between them arising out 6f- or relating to the Cohaact '.Documents or the•breach thereof("disputes"). to mediation b v the American Arbitration Asssociaton dmder the Construction Industry Mediation -Rules of the American Arbitration Association -prior to eitha of them initiating against the other a demand for arbitration pursuant to parafgaphs 16i through 16.6. unless delay in vitiating arbitmtion would irrevocably prejudice one of the parties: The respective thirty and ten day, time limits within which to file a demand for arbitration as.provided in pirngmpb 16.2 and V6:3. above .,kill' be suspended with respect to a dispute submitted to mediation within .those same applicable time limits and shall. rcmainsuspended until ten days after the ietnhnation of the met iatiom The mediator of any dispute submitted to mediation under this Agreement shall not serve ns arbitrutornf <arch dispute unless otherwise aureed. 4C-Ai I EJ[;tic; <]F.TF.R,W C;O\D17]O�1S 19ip$Q990 E�IiaiP ,w CI YorrbitTCQLLlYSMOOIGICAT[OYS tPXV 9,91) I I 1 1 I I I u 1 I SE 1 1 I 17 I I I 1 I I I I I I SECTION 00800 SUPPLEMENTARY CONDITIONS I SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 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). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero (0) days lost due to abnormal weather conditions. Rev 07/08 Section 00800 Page 1 I i i 1 11 1 1 1 1 i i 1 1 1 1 1 1 1 Rev 07/08 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960 Application for Payment 1 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 6088 Concrete Maintenance Project Phase II 2011 Renewal CONTRACTOR: Northstar 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 $ .00 0.00 0.00 0.00 $ 0.00 DATE: DATE: DATE: DATE: DATE: Rev07/08 Section 00950 Page 1 I 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of ' the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain ' satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. ' 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 11.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION ' In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. ' 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of.the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Section 00520 Page 3 0 0 0 o 0 0 LL o r w C7 a Q iW, 0, � co < z o 2 a M. z z z0ZC7wz m O U a w p w a U a cr 0 m a a aJQa a O ¢ U 3 c 0 U 0 U N m N � 3 o u v a -0 o O U R ~ U c N m L ¢ 0 t � z N m O d � o Z O c U 4@ C m � v H c O 30 O m ¢ c 0 U Z T o U a`� 'O -6 .. 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Z Y O O N i ��Uaa O Ua �000o000OOOOOCDO CDC) OOO000000000O00OC)OO J O D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0 O CD CDO O O O O O 6600 66 O o O 0 O O O O 0 O O O O O O O O O O O O Q 'aE u> u> u> u) u> u> u> u> u) u) u> u> u> u> u> u> u> u> u> u> u> u> u> u> u> u> u> u> u) u> u> u) u> u> u> O U L Y N C O '- O �-� O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 u> u> u> u> u> u> u> u> u) u> u> u> u> u> u> Col.u> u> u> u> u> to u> u> u> u> u> u> u> u> u> u> u> u> u> Q al U Cl- 4 N C of W 0 Of _ O N C wN w cD O O O Q O C = F w O U I— CL J W _ H O U o F-a a� aE E m= z rn a) n5 a O 0 rn O O L: O .H U N 0 0 000000000000000000000000000000000 0 000000000000000000000000000000000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 000000000000000000000000000000000 va69040),E» vsE»E»v>F»E»v�e»v�»v>E»E»v�v>v>v� v LL C 0 70 O IT C W U Q C LOL a01—Q O O O EA U N O (0 N O N L � Spa 0 0 0 u 0 > a a) O U ,rn ._ N � N a 0 0 0 J C w C 7 (0 L1J Co O U_ I- = N La Q C cl 2}oa¢ o(g w< o2 U)U) C 0 U N U) J U 9 Q > 7 0 C Z F- i N Q E E Ul =3 = Z IZV LJ {1 2011 CONCRETE NIAINTENANCE PROJECT— PHASE II 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 I I-12 General Requirements 13 General Requirements 14-15 General Requirements 16 General Requirements 17 SECTION 01010 SUMNIARY 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 I . Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner's costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. ' C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of ' work schedule and any items which would affect their daily operation. E. Darren Moritz and/or Kathleen Maddux will be the Program Manager/Project Coordinator , Darren Moritz 970-221-6615 Office 970-221-6218 Kathleen Maddux 970-221-6615 Office 970-222-8781 , F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Pere I of 17 1 SECTION 01010 SUMMARY OF WORK UTILITIES ' Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado ' 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 ' Gas: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat 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: Occupational Safety and Health Administration ' (OSHA): 844-3061 Fire: Poudre Fire Authority ' Non -Emergency: 221-6581 Emergency: 911 ' Police: City of Fort Collins Police Department Non -Emergency: 221-6340 ' Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 ' END OF SECTION Larimer County Sheriffs Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Emergency: 911 General Requirements - Page 2 of 17 I 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 -constriction Conference will be held prior to the start of construction. I . Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, ■ refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or , is affected by, the work of others. 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 1 SECTION OI040 ' COORDINATION 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 [1 �J I ' General Requirements - Page 4 of 17 1 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. L4 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