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HomeMy WebLinkAbout108423 VOGEL CONCRETE INC - CONTRACT - BID - 7361 CONCRETE MAINTENANCE PROJECT PHASE I (2)F6rt City of Collins ,, Purchasing Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR CONCRETE MAINTENANCE PROJECT PHASE 1 2013 RENEWAL • BID NO. 7361 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS 0 • They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after the one hundred forty (140) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the forty-five (45) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: One Million • Eight Hundred Ninety -One Thousand Seven Hundred Sixty -Five Dollars and Twenty -Four Cents ($1,891,765.24), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with • paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on SECTION 01310 CONSTRUCTION SCHEDULE • 1.5 OWNER'S RESPONSIBILITY • 0 Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. it is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION General Requirements - Page 7 of 18 SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS • A. The Owner shall provide the construction surveying for the street and landscaping improvements. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyor a minimum of 48 hours prior to requiring surveying. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re - staking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall notify the Engineer prior to concrete removal when property line markers are inscribed in the surface of the existing concrete, typically designated by "+" or "x" markings. The Contractor shall reinstall all existing property line markers in the surface of the new concrete. The Contractor may NOT offset the existing mark for reinstallation but shall notify the City Survey Crews and request the offset location prior to removal of the concrete. If markers are removed without offsetting and reinstalling, the Contractor shall be responsible for all costs, including survey costs, associated with relocating and reinstalling the markers. G. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures • in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION General Requirements — page 8 of 18 SECTION 01340 SHOP DRAWINGS 0 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by the individual specification. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Engineers review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Contractor shall not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen. F. Contractor shall not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: l . NO EXCEPTION TAKEN: Signifies material or equipment represented by the submittal conforms with the •, design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED: Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. • 3. REJECTED: Signifies material or equipment represented by the submittal does not conform to the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. 4. FOR REFERENCE ONLY: Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. General Requirements — page 9 of 18 SECTION 01340 SHOP DRAWINGS 3. Field dimensions, clearly identified as such. . 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturers specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 8 %" 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. Individually annotate catalog sheets to identify applicable items. • 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, and schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re -submittals. It. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. • General Requirements —page 10 of 18 SECTION 01340 SHOP DRAWINGS 1.4 RE -SUBMISSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing call Engineers attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION General Requirements — page I 1 of 18 SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval shall not be incorporated into the work. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of or elaboration on these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES 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: All performance and field testing specifically called for by the specifications. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or standby time charges from the tester due to the Contractors failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor's control system shall specifically include all testing required by the various sections of these Specifications. B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent, shall be assigned solely to this project, and shall remain on site during construction activities. • General Requirements —page 12 of 18 SECTION 01410 TESTING • C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. • ►�J Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action and corrective action taken. Document inspections and tests as required by each section of the Specifications, and provide copies to Engineer weekly. END OF SECTION General Requirements — page 13 of 18 SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES • A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. I. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor 1.2 SANITARY FACILITIES A. 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 facilities from public view to the greatest practical extent. END OF SECTION • • General Requirements - page 14 of 18 SECTION 01560 TEMPORARY CONTROLS • 1.1 NOISE CONTROL A. The Contractor shall take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. Refer to Revision of Section 108 for additional requirements. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered to prevent blowing material. B. The Contractor shall be respectful to pedestrians and bicyclists when sweeping road surfaces. The Contractor shall cease operation until the citizen(s) has cleared the area. C. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. I. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. • 1. Retain all spent oils, hydraulic fluids, and other petroleum fluids in containers for proper disposal off the site. 2. Prevent sediment, debris, or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Approved temporary materials such as hay bales, sand bags, plastic sheets, riprap, or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the latest revisions of the "Manual of Uniform Traffic Control Devices" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the "Larimer County Urban Area Street Standards." In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. See Revision of Sections 104 and 630. General Requirements —page 15 of 18 SECTION 01560 TEMPORARY CONTROLS 1.6 PARKED VEHICLES • A. See Revision of Section 104 for issues related to parked vehicles. 1.7 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION 0 General Requirements - page 16 of 18 recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION • In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the 0 SECTION 01700 CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing, and replacing facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS A. Maintain on the job site, and make available to the Engineer upon request, one current marked -up set of the drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. B. These record drawings along with any survey records, photographs, and written descriptions of work as may be required by the Engineer shall be submitted prior to project acceptance. END OF SECTION General Requirements —page 17of 18 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK A. Owner shall not pay for defective work and repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools, and performing all labor and supervision to fully complete the Work. C. Unit prices shall 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 fumished and the estimated • amount therefor. END OF SECTION 0 General Requirements — page 18 of 18 SECTION 02000 PROJECT SPECIFICATIONS The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", latest revision, and the Larimer County "Urban Area Street Standards" (hereafter referred to as the "Standard Specifications"), latest revision, are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections sliall govern. INDEX OF REVISIONS SECTION 104 105 107 108 201 202 203 208 212 304 403 601 604 608 & 609 623 . 627 630 41 Traffic and Parking Control Control of Work Safety and Protection and Restoration of Property and Landscape Prosecution and Progress Clearing and Grubbing Removal of Structures and Obstructions Excavation and Embankment Erosion Control and Inlet Protection Seeding, Fertilizer, and Sodding Aggregate Base Course Hot Mix Asphalt— Patching Finishing Hardened Concrete Surfaces Inlets and Culverts Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement Irrigation System Pavement Markings Construction Zone Traffic Control REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows: MAINTAINING TRAFFIC Subsection 104.04 shall be amended to include the following. It shall be the 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". "NO PARKING" signs shall be placed at a minimum of 100 foot intervals. The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date, and times that the message on the sign is in effect. (For example, if a street is to be repaired on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., Concrete Repairs (see sample "NO PARKING" sign on page 4). "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean-up operations completed. No Parking signs may be placed, maintained and removed by a representative of the Contractor, the Traffic Control Supervisor, or Flagger. All information on the "NO PARKING" signs, with the exception of the type of work, date, and time shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The "NO PARKING" signs shall be in effect for one or two days only. In the event the Contractor deems it necessary to remove a vehicle that has not adhered to the "NO PARKING" notification, the Contractor shall first make every reasonable effort to locate and contact the owner of the vehicle. Should the Contractor be unable to locate the owner of the vehicle, the Contractor shall notify the Engineer to arrange for towing. If the "NO PARKING' sign has been in place for a minimum of 24 hours, the City will make every reasonable effort to remove the offending vehicle within four (4) hours of notification from the Contractor. The Contractor shall not be entitled to additional compensation for delays associated with the towing of illegally parked vehicles. The Contractor shall have an approved Traffic Control Plan on site at all times. Traffic control signage on the construction site shall be set up in accordance with the approved traffic control plan and in accordance with the specifications. Work performed by the Contractor without an approved traffic control plan or when "NO PARKING" signs have not been placed as required by the specifications shall not be paid. The Contractor shall also be subject to a pay deduction of up to $1,000.00 per occurrence per day for traffic control not in compliance with referenced specifications or requirements contained herein. Issues subject to deductions may include but are not limited to: Traffic Control Supervisor not on the project site at all times (unless pre -approved by the Engineer) An approved traffic control plats not on site Traffic control device set up by flagging personnel unless assisting the Traffic Control Supervisor Traffic control signage not set up in accordance with the approved traffic control plans Inadequate flagging personnel and/or flagging equipment The Engineer shall issue a written warning to the Contractor, Subcontractor, and/or Traffic Control Supervisor documenting the type of violation. The Engineer shall determine the deduction amount based on the Engineers' opinion of the infraction severity and the number of previous infractions. Upon issuance of the third violation, the Engineer may request the Subcontractor, Traffic Control Supervisor and/or flagging personnel be removed from the project. Removal from the project in which the violations were issued shall be in effect for the remainder of the year. The contractor shall find replacement Traffic Control Subcontractor, TCS, and/or flagging personnel within two weeks of the third notice without an adjustment to contract price or working days or the Contract may be terminated and rebid. • Project Specifications - Page 2 of 48 • 0 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer shall meet to discuss the progress of the work, the placement of upcoming traffic control devices including "NO PARKING" signs. The quantity of traffic control devices used that day and for the next day shall be agreed upon by the Contractor and the Engineer. Any necessary adjustments shall be made. The Contractor and Engineer shall also review and determine the proposed means of handling parking and traffic control for the upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work. The Contractor shall maintain access at all times to all businesses within the project. The installation schedule shall be communicated to all businesses and residents affected by the work at least 48 hours prior to starting work. Any changes to the traffic control, as directed by the Engineer, including additional signs, barricades, and/or flaggers needed shall be immediately implemented. Traffic control shall be paid under Revision of Section 00, "Construction Zone Traffic Control" found herein. Project Specifications - Page 3 of48 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL NO PARKING Wed JUlY 2 7:00 AM - 6:00 PM CONCRETE REPAIRS Jz END OF SECTION • 49 Project Specifications - Page 4 of 48 REVISION OF SECTION 105 CONTROL OF WORK • Section 105 of the Standard Specifications is hereby revised as follows: AUTHORITY OF THE ENGINEER 0 Subsection 105.01 shall be amended to include the following: No phase of construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the Owner to stop work. During periods of Traffic Control non-compliance, the Contractor may be assessed $1,000.00 per day, may forfeit payment of work and materials installed, and may lose contract working days as determined by the Owner. The Contractor shall not be entitled to compensation for delays associated with non -compliant periods. PLANS, SHOP DRAWINGS, WORKING DRAWINGS, OTHER SUBMITTALS, AND CONSTRUCTION DRAWINGS Subsection 105.02 shall be amended to include the following: The Contractor shall furnish the required submittals in TABLE 105-1 one week before the commencement of work. Three (3) copies shall be furnished to the Engineer, two (2) copies will be returned to the Contractor upon approval. Submittals shall not be measured and paid for separately but shall be included in the work. TABLE 105-1 SUMMARY OF CONTRACTOR SUBMITTALS Section No. Description Approval Needed Reoccurring I07.02 Topsoil Soil Analysis or Soil Sample Submittal Yes Yes 108.03 Schedule of Work Yes Yes 203.05 Borrow Material Gradation Yes Yes 208.02 Erosion Control Devices Yes No 208.06 Spill Kit: List of items included within kit Yes No 212.02 Sod/Seed Yes No 304.02 Aggregate Base Course/Recycled Concrete Soil Analysis Yes No 601.01 Exposed Sand Finish Yes No 608.00 Concrete Mix Designs Yes No 608.00 Curing Compound Yes No 608.00 Finishing Aide Yes No 608.00 MSDS Sheets for Curing Compound and Finishing Aide Yes No 630.00 Traffic Control Plans Yes Yes 630.11 TCS Qualifications (reoccurs when TCS and flaggers change) Yes No 630.11 Resident Notification Letter Yes Yes COOPERATION BY CONTRACTOR Subsection 105.10 shall be amended to include the following: The City of Fort Collins is committed to comply with the United States Environmental Protection Agency (EPA) and the Streets Department Environmental Management System (EMS) requirements that vehicles on . City projects shall comply with the "Anti -Idling Policy" to reduce environmental impacts related to construction. Contractors and Suhcontractors shall comply with turning off vehicles and equipment instead of idling for long periods (more than thirty (30) seconds after stopping at destination and/or not more than five (5) minutes aggregated within sixty (60) minutes). Exceptions for powering auxiliary equipment and for safety or health emergencies are allowed. • COOPERATION WITH UTILITIES Project Specifications - Page 5 of48 REVISION OF SECTION 105 CONTROL OF WORK Subsection 105.11 shall be amended to include the following: Concrete construction and reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors and/or new detectors may be installed at intersections where they do not currently exist. The existing traffic signal loop detectors shall be removed by the Contractor at no additional cost. New and replacement loop detectors shall be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of loop/camera detectors. The Contractor shall coordinate with the City Traffic Division to insure that their work is completed before concrete placement operations begin. COOPERATION BETWEEN CONTRACTORS Subsection 105.12 shall be amended to include the following: City Utilities, Streets, Parks, Traffic, and utility Contractors may perform work related to the project within or near the limits of this project. The Contractor shall conduct the work without interfering or hindering the progress or completion of the work being performed by other Contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts and ensure timely completion of all the work. The contractor shall allow supporting utility work within their traffic control areas and provide flagging, if necessary, in support of their work and safety requirements. INSPECTION AND TESTING OF WORK Subsection 105.16 shall be amended to include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the Owner and the Engineer from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any obligations to fulfill his contract or complete warranty elements as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that payment therefore has been included in the progress estimate. MAINTENANCE DURING CONSTRUCTION Subsection 105.19 shall be amended to include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris generated by the Contractor at the earliest opportunity, but in no case shall the area not be cleaned after the completion of the dgv's work. Large debris (greater than one inch) and regardless of the source, shall be picked up and disposed of offsite at the contractors expense. Smaller particulate debris shall be blown from the sidewalks, driveways, curb, and gutter into the street where it can be picked up by a sweeper without transmitting debris back on sidewalk areas. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area at no extra cost. The Contractor shall utilize a combination of pick-up brooms, side brooms, and/or other equipment as needed to clean the streets. The requirement to sweep the street shall be suspended during the leaf fall period between September 12°i and November 12°' unless directed by the Engineer for areas with minimal leaf fall. All sweeping and clean up equipment shall be approved by the Engineer prior to the commencement of work. The Contractor shall maintain the streets during the construction process as prescribed above. If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor sufficient funds to cover the Owner's cost to provide the sweeping service. 0 Project Specifications - Page 6 of 48 • REVISION OF SECTION 105 CONTROL OF WORK All cost of maintaining the work during construction and before the project is accepted, shall not be measured and paid for separately but shall be included in the work. END OF SECTION Project Specifications - Page 7 of 48 REVISION OF SECTION 107 SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.06 shall be amended to include the following: Personnel on Street Maintenance Program (SMP) projects shall use protective equipment prescribed by Local, State, and Federal safety regulations to attempt to control or eliminate hazards or exposure to illness or injury. The Contractor and Subcontractors are responsible for providing and insuring the use of the required Personal Protective Equipment (PPE). Only Personal Protective Equipment complying with the Occupational Safety and Health Administration (OSHA) or American National Standards Institute (ANSI) regulations shall be used. The Contractor shall be responsible for the compliance of their employees and the Subcontractor's employees. The Contractor's safety representative shall make regular field inspections to audit and document compliance. An employee of the Contractor or Subcontractor who refuses to use the prescribed protective equipment designed for their protection, or willfully daniages such equipment, constitutes cause for the Engineer to request removal of the employee front the site. The Contractor's personnel shall be required to wear safety vests, hard hats, and steel toe boots while on the construction site(s). Subsection 107.12 shall be amended to include the following: The fact that any underground facility (sprinkler systems, utility services, etc.) is not shown on the plans, details, or construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such underground improvements which may be subject to such damage by reason of his operations. Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer. If the landscape removal area adjacent to the concrete repair is six (6) inches or less in width, the Contractor shall repair any subsurface utilities including irrigation systems, clean the area of all construction debris (i.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and place and compact imported topsoil. The topsoil shall be compacted (until firm, but not over compacted) utilizing a hand operated roller or other method approved by the Engineer. At the Engineers discretion, any areas to be restored where the disturbed area is greater than six (6) inches in width and greater than 12 inches in length adjacent to the concrete repair, the Engineer may require the Contractor to clean and prepare the area along the entire length of the repair location as stated above to a minimum one foot (12 inches) wide, place sod on the prepared surface, water the new sod once thoroughly, and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The Contractor shall make every effort to minimize the need for sod placement. If the existing asphalt along the concrete toe is in good condition and salvageable during concrete removal, as determined by the Engineer, the Contractor shall preserve the existing asphalt. Minimizing the landscape removal areas behind the sidewalk, curb and gutter shall continue to be the primary goal. The pay item for "Asphalt Pavement Preservation" is intended to compensate the Contractor for additional removal time, backfill, sprinkler repair, and sodding that shall be required while preserving the existing asphalt and minimizing the removal area behind the repair. "Asphalt Pavement Preservation" shall provide compensation for this type of repair and shall be measured and paid in addition to the concrete pay item for the type of repair (i.e., Driveover Curb, Gutter and 6" Sidewalk — Remove & Replace). Revision of Section 608 and 609 defines the measurement and payment for these removals. The placement of backfill and top soil for concrete repair locations shall be completed within two (2) working days of the placement of the concrete. 0 Excavated soils front the repair locations may be stockpiled on site and used as backfill for areas behind the new concrete installation and below the top four (4) inches of the surface. 9 Imported Topsoil shall consist of loose friable river bottom'or farmland loam, reasonably free of manmade Project Specifications - Page 8 of 48 . provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. • ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: 0 REVISION OF SECTION 107 SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING • materials subsoil, refuse, stumps, roots, rocks, brush, weeds, noxious weed seeds, heavy clay, hard clods, trash, toxic substances, or other material which would be detrimental to the proper development of vegetative growth. Imported topsoil shall have 100% passing the 1/4" screen and shall contain a combination of sand, clay, and friable loam. The Contractor shall submit a soil analysis or sample for approval by the Engineer. The topsoil shall be in a relatively dry state but shall contain sufficient moisture to allow compaction and shall be placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles, and contours shall be maintained. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The minimum overall width of the area to be sodded shall be one (1.0') foot. For concrete repair locations, the placement of sod steal I be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and protected from damage by the Contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced at the Contractor's expense within three (3) working days from the date of damage. All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re -sodded • lawns shall be watered once by the Contractor. All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns damaged by construction operations, other than concrete repair, shall take place within three (3) working days from the date of damage. In areas where the Engineer directs new work or the reconstruction area requires grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the Cite under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the Work and shall not be measured and paid for separately. END OF SECTION Project Specifications - Page 9 of 48 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall be amended to include the following: A schedule of work must be submitted prior to starting work and shall include the number of working days per area to complete all work items covered by the contract but shall not exceed the number of contract working days. Location of vicinity maps are referenced in Section 03500, Project Maps. The schedule should take any priorities into consideration and include projected start and end dates for each area. Area and street quantities are described in Section 02500, Quantity Estimates. Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days -discussed above. LIMITATION OF OPERATIONS Subsection 108.05 shall be amended to include the following: The work shall be completed within the following calendar months: ®M® • .. ®®®®®MMM M� : DETERMINATION AND EXTENSION OF CONTRACT TIME Subsection 108.08 shall be amended to include the following: Working hours on residential and collector streets shall be 7.00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer. Working hours on arterial streets shall be restricted to 8:30 a.m. to 3:30 p.m., or as approved t?v the Engineer. Working hours within CDOT right-of-way (S.H. 287 College Ave. and Hwy 17 Mulberry St.) shall he restricted to 9:00 a.m. to 3:00 p.m. The above time restrictions shall apply to the days' preparatory work, equipment maintenance, and clean up unless approved by the Engineer. Contract working days shall be completed in one hundred forty (140) consecutive working days and during the months of May through November. The Contractor shall mobilize to begin work within ten (10) working days of the Notice to Proceed and shall continue installations through completion of the contract. FAILURE TO COMPLETE WORK ON TIME Subsection 108.09 shall be amended to include the following: Failure to meet the agreed upon milestones, mobilize within the days specified, or fully complete the project in one hundred forty ;(140) consecutive_ working y , shall result in liquidated damages assessed against the Contractor. • • Project Specifications - Page 10 of 48 i r REVISION OF SECTION 108 PROSECUTION AND PROGRESS At the City's option, liquidated damages in the amount of $1,000.00 per day may be retained from any monies due the Contractor, or the City may retain an additional Contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contract from any monies due the Contractor in lieu of liquidated damages. END OF SECTION Project Specifications - Page 11 of 48 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 201.02 shall be amended to include the following: When tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to root removal. The Engineer and the City Forester's representative shall then make a determination regarding removal. When it is apparent that the tree roots have heaved the concrete section, the Contractor shall remove the section(s) of concrete as early as possible to allow time for inspection and to schedule root grinding operations, under separate contract. Root grinding will be scheduled as soon as possible to minimize delays in construction. Delays to concrete installation due to root grinding shall not be considered for additional traffic control payment or additional days added to the total contract working days but shall be anticipated in the Contractor's schedule. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. Damage to roots during concrete removal shall be trimmed and cut with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. BASIS OF PAYMENT Subsection 201.04 shall be amended to include the following: All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the removal and trimming of tree roots. END OF SECTION 0 Project Specifications - Page 12 of48 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 202.01 shall be amended to include the following: This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete, asphalt, and flagstone to a neat line. CONSTRUCTION REQUIREMENTS Subsection 202.02 shall be amended to include the following: Sawing of concrete and asphalt shall be done to a true line having a vertical face, unless otherwise specified. The depth of the saw cut in concrete and asphalt shall be of sufficient depth to ensure a vertical, smooth face, free from breakage, or as directed by the Engineer. Cuts in asphalt or concrete pavement shall be made such that each edge shall be parallel or at right angles to the direction of traffic. Dust created by sawing shall be mitigated by wet sawing or other means approved by the Engineer. Residue from sawing shall be removed by the Contractor at the earliest opportunity. Residue will not be allowed to run through the gutter flow line for more than fifty (50) feet. The Contractor shall prevent tracking of residue onto the roadway or walkway and shall prevent discharge into the storm drainage system. The Contractor shall use a storm water protection device or other means of controlling run off of residue as approved by the Engineer. See Section 208 "Erosion Control and Inlet Protection" contained herein. METHOD OF MEASUREMENT Subsection 202.11 shall be amended to include the following: • Sawing shall be treasured by the lineal foot. This item shall only be measured and paid where the Engineer directs sawing not already being paid under another item. Sawing related to the items described in Revision of Section 604 - Inlets and Culverts, and Section 608 & 609 Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor, and shall not be measured and paid for separately. Erosion control measures used during sawing are considered incidental to sawing operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 202.12 shall be amended to include the following: Payment shall be made under: Pav Item Unit 202.01 Sawcutting 4 to 6" Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Sawcutting as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION ProjectSpecilications - Page 13of48 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows: 40 DESCRIPTION Subsection 203.01 shall be amended to include the following: This work shall consist of removing and disposing of the existing pavement, base or other material, preparing the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the Engineer. All excavation will be classified, "General Excavation", as hereafter described. The Contractor shall dispose of all excavated material. CONSTRUCTION REQUIREMENTS Subsection 203.05 shall be amended to include the following: General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The excavation will be accomplished in the following manner: General Excavation: The areas to be removed will be marked on the surface with paint by the Engineer. A straight vertical cut shall be made through the pavement, if necessary, to provide a square or rectangular opening, such that • each edge will be parallel or at right angles to the direction of traffic. Wheel cutting, ripping, and tearing of asphalt using construction equipment such as a grader (blade) shall not be allowed. If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits and depths designated. Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of unsuitable soil, the Contractor shall remove the unsuitable materials and backfill to the finished grade section with approved material as directed by the Engineer. After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller, and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Borrow: Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for compaction shall be included in the contract unit price for Borrow. Borrow material shall meet the grading requirement for Class I (Pit Run) or Class 5 (Road Base) Aggregate Base Course. Class I Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications. The material required for the specific location shall be directed by the Engineer. Load slips shall be consecutively numbered for each day and submitted to the Engineer daily. is Project Specifications - Page 14 of 48 0 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT METHOD OF MEASUREMENT Subsection 203.13 shall be amended to include the following: The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the Engineer to measure any work and performs other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer. Borrow shall be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately, but shall be included in the contract unit price for Borrow. Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borroiv. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard, complete -in - place. Subgrade preparation, moisture conditioning, compaction, haul, and disposal will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 and 207.05 shall be amended to include the following: Payment shall be made under: Pay Item Unit 203.01 General Excavation Cubic Yard 203.02 Borrow Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Excavation and Borrow including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete -in -place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 15 of 48 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208.01 shall be amended to include the following: This work shall consist of providing, installing, maintaining, removing, and relocating when required, erosion control devices during the installation of the Work and at a minimum at all inlets to prevent or minimize erosion, sedimentation, pollution of any state waters, and infiltration of construction materials into the inlets. Work shall be in accordance with the latest editions of The City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, the City of Fort Collins Environmental Standard Operating Procedures, (Section 04000 contained herein), and the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Any loss of time or materials related to erosion and erosion control shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities, either on site or off site, related to erosion caused by construction or due to a spill event, shall be the sole responsibility of the Contractor. MATERIALS Subsection 208.02 shall be amended to include the following: The Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. See Details Section 03000 contained herein. Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. 1. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening. 2. Erosion control devices around inlets near a load site shall be required. 3. Erosion control devices on the downstream side of an aggregate stockpile or truck washout area shall be required as directed by the Engineer. Recycled Rubberized Inlet Protection shall meet the following requirements: 1. Infill material: Shredded recycled rubber 2. Weight: approximately 10 Ibs per linear foot 3. Diameter: Approximately 9 inches 4. Geotextile fabric: Made of a durable fabric with a typical weight of 6-10 ozlyd. CDOT Gravel Bag Inlet Filter shall meet the following requirements or approved Equal: 1. Infill material: CDOT #67 washed rock or approve equal 2. Weight: approximately 20 Ibs per linear foot 3. Diameter: Approximately 5 inches 4. Geotextile fabric: CDOT Class I Erosion Control Fabric, typical weight of 6-8 ozlyd. CONSTRUCTION REQUIREMENTS Subsection 208.03 shall be amended to include the following: All erosion control measures shall be installed prior to starting the Work. Straw wattles shall not be allowed. Devices shall be approved by the Engineer. Protection devices shall be installed on the downstream side at load sites, stockpiles, base piles, and truck wash is out areas, or as directed by the Engineer, and shall not be measured and paid for separately. Project Specifications - Page 16 of 48 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION It shall be the Contractor's responsibility to ensure that all sidewalks, driveways, curbs, gutters, and roads within and adjacent to the project are cleaned of construction debris that may enter the inlets during the course of the work and at the end of each day. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening DroD and Combo Inlet filters All storm drainage system inlets shall be filtered using a CDOT Class I Erosion anchored with CDOT Control Fabric Gravel Bag Inlet Filter lining the perimeter of the grate, before water is discharged into streams or onto adjacent properties. These methods are applicable to existing and proposed drainage systems. Curb -opening Inlets Type R curb -opening Inlets shall be filtered with a CDOT Gravel Bag Filter or as Approved by the Engineer. Maintenance The Contractor shall continuously maintain erosion and sediment control devices to properly function during the course of construction. See Detail SC-5 contained herein for the connection of multiple Gravel Bags (rock socks). All inlet protection devices shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Sediments shall also be removed immediately from the traveled way of roads and disposed of properly. MATERIALS HANDLING AND SPILL PREVENTION • Subsection 208.06 shall be amended to include the following: Appropriate Spill Kits shall be on site with each piece of equipment at all times during installation of the Work and during equipment maintenance and fueling (see Section 04000 ESOP). The Contractor shall submit a description of the items contained in each Spill Kit for approval by the Engineer. METHOD OF MEASUREMENT Subsection 208.11 shall be amended to include the following: "Stormwater Protection — CDOT Gravel Rag Filter" and "Stormwater Protection - Recycled Rubber Filled Wattle" shall be measured and paid by the lineal foot for each inlet location when devices are installed and accepted, whether the protection device is new or has been relocated, and as directed by the Engineer. Inlet protection shall include sufficient length to protect around the perimeter of the grate. Excessive lengths shall not be paid. "Stormwater Protection — Gravel Bag Inlet Filters" shall be measured and paid per each installed and accepted, and as directed by the Engineer Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the proper disposal of sediment, shall be considered incidental to the work and not be measured and paid separately. Street sweeping of sediment shall not be measured and paid for separately All construction material that enters an inlet due to the Work shall be removed from the inlet interior and removed from the site to an approved disposal location. This work shall not be measured and paid for separately. Project Specifications - Page 17 of 48 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Spill Kits required on site and with equipment and vehicles shall not be measured and paid for separately. Erosion control measures used during sawcutting are considered incidental to all sawing operations and shall not be paid for separately. BASIS OF PAYMENT Subsection 208.12 shall be amended to include the following: Payment shall be made under: Pay Item Unit 208.01 Stormwater Protection — CDOT Gravel Bag (rock sock) Lineal Foot 208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot 208.03 Stormwater Protection — CDOT Gravel Bag Inlet Filter Each The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing, maintaining, removing, and relocating when required, erosion control measures, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION • • Project Specifications - Page 18 of 48 • N/A The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 1, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without • limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 0 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 shall be amended to include the following: This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance with these specifications, accepted horticulture practice, and in reasonably close conformity with the existing topography of the location. This work shall not include locations of concrete repair in which grade changes and additional work is directed by the Engineer. See Section 107 "Safety and Protection and Restoration of Property" found herein. MATERIALS Subsection 212.02 shall be amended to include the following: Topsoil Topsoil shall conform to the requirements of Sections 107 found herein and CDOT 207. Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the Engineer. The 1% allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch not - more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish and the sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and • time of cutting. CONSTRUCTION REQUIREMENTS Subsection 212.05 shall be amended to include the following: Sodding: Soil Preparation: The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist) and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean and vertical. Sticks, stones, debris, and other similar material more than %2 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 (I) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place, that the sod has been only watered once, and provide the recommended watering schedule for new sod placement as recommended by the sod supplier. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but shall not be measured and paid for under the terms of this contract. Project Specifications - Page 19 of 48 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING BASIS OF PAYMENT Subsection 212.08 shall be amended to include the following: No measurement or payment shall be made for re -sodding or seeding lawns damaged by the Contractor adjacent to new concrete when the grade of the existing lawn reasonably matches the grade of the new concrete. Re - sodding and seeding in this instance shall be considered incidental to the work being performed. Seeding and Sod shall only be paid when requested by the Engineer for specific situations, shall be paid by the square foot at the contract unit price, and shall include full compensation for items noted below. In areas where the Engineer directs new work or the reconstruction area requires grade adjustment the placement of topsoil, sod, and sprinkler relocation will he provided by the City under separate contract. Payment shall be made under: PaV Item Unit 207.01 Imported Topsoil Cubic Yard 212.01 Sod _ Square Foot 212.02 Landscape/Irrigation Labor Hour The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of seeding and sodding, including • haul, stockpiling, placing material, repairing sprinklers, watering or drying soil, compaction, finish grading, complete -in -place, and as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 20 of 48 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 304.01 shall be amended to include the following: This work shall consist of furnishing and placing one or more courses of aggregate base or recycled concrete on a prepared subgrade. MATERIALS Subsection 304.02 shall be amended to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled concrete may be substituted for Aggregate Base Course as authorized by the Engineer. Recycled asphalt shall not be used as subgrade beneath concrete sidewalk, curb, and gutter. CONSTRUCTION REQUIREMENTS Subsection 304.04 shall be amended to include the following: The contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. Load slips shall be consecutively numbered for each day and submitted daily to the Engineer. Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unil price jar Borrow under Revision of Section 203, Excavation and Embankment. • METHOD OF MEASUREMENT Subsection 304.07 shall be amended to include the following: IThe accepted quantities for Aggregate Base Course shall be measured and paid for at the contract unit price per ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content including compaction efforts shall not be measured and paifor d separately, but shall be included in the contract unit price for Aggregate Base Course ---- - -- -- - -- -- Aggregate Base Course shall be paid at 90% of the daily total amount as determined by the daily load slips submitted to and as accepted by the Engineer at the end of each day. The intended use of Aggregate Base Course is to bring the subgrade of the concrete repair area to finished grade. The remaining 10% of the daily' quantity anticipates Aggregate Base Course being used as form board reinforcement, storm water protection, or, for other incidental items. If excessive waste above 10% becomes apparent, the quantity shall be adjusted and deducted from the total daily quantity as determined by the Engineer. Aggregate Base Course contaminated 'from failure to protect open excavations shall not be paid; Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. • BASIS OF PAYMENT Project Specifications - Page 21 of48 REVISION OF SECTION 304 AGGREGATE BASE COURSE Subsection 304.08 shall be amended to include the following: Payment shall be made under: Pav Item Unit 304.01 Aggregate Base Course Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in the placement of Aggregate Base Course including haul and water, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete -in -place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION • • Project Specifications - Paae 22 of 48 REVISION OF SECTION 403 HOT MIX ASPHALT - PATCHING • Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 shall be amended to include the following: This work shall consist of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access, until such time as the permanent repair can be made. CONSTRUCTION REQUIREMENTS Subsection 403.03 shall be amended to include the following: In all concrete repair locations, the Contractor shall remove no more than six (6) inches in width of asphalt pavement. The pavement areas shall be temporarily patched with Hot Mix Asphalt grading `S', 'SX', or as approved by the Engineer. Temporary asphalt patching shall be placed at the typical depth of two (2) inches. The depth of patching may be increased to a maximum depth of six (6) inches as directed by the Engineer. Prior to installation of two (2) inches of temporary asphalt patching the Contractor shall use a bond breaking material (i.e., curing compound, forme oil, etc), as approved by the Engineer. The bond breaking materiel shall be applied to the face of the new concrete adjacent to the temporary patch installation. Temporary asphalt depths greater than two (2) inches shall have a paper bond breaking material or other bond breaking method approved by the Engineer to mitigate damage to the new concrete during permanent patching. METHOD OF MEASUREMENT • Subsection 403.04 shall be amended to include the following: The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per ton. Pavement cutting, excavation, subgrade preparation, haul, disposal, bond breaking material, installation, and bituminous material will not be measured or paid for separately, but shall be included in the contract unit price for Temporary Patching. Load slips shall be consecutively numbered for each day and shall include the batch time, asphalt grading, and weight of asphalt. BASIS OF PAYMENT Subsection 403.05 shall be amended to include the following: Payment shall be made under: Pay Item 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 23 of 48 REVISION OF SECTION 601 FINISHING HARDENED CONCRETE SURFACES Section 601 of the Standard Specification is hereby revised as follows • DESCRIPTION Subsection 601.14 shall be amended to include the following: This work shall consist of preparing, rolling, spraying retarder, and exposing the sanded concrete surface sand including all materials, labor, tools and incidentals to obtain an exposed sand finish. The unit cost shall include the additional work and materials only for exposing the sand finish and shall be paid in addition to the unit cost for the item installed (i.e., Flatwork 4", Flatwork 6", etc.). MATERIALS Concrete shall meet the requirements specified in Revision of Section 608 and 609 contained herein. Material deviations from Revision of Section 608 and 609 shall be submitted and approved by the Engineer. CHI 027 Surface Treatment or approved equivalent shall be applied to the concrete surface to create the texture. The Engineer shall specify the depth of penetration of the retarder. Slabs may be sealed in accordance with the manufacture's recommendations. CONSTRUCTION REQUIREMENTS The Contractor shall have a minimum of five (5) years' experience exposing the sand finish for cast -in -place concrete. The Contractor shall submit a list of prior installation locations for review and evaluation for quality and installation expertise to the Engineer. The Contractor shall submit samples showing finish, color, and sealer including a color chart, product data, and equipment data. The slab thickness, jointing, reinforcement (if any), and expansion joint locations shall be • approved by the Engineer. The Contractor shall place one (1) on -site test section determined by the Engineer to determine surface consistency. All concrete work shall be performed by a skilled Craftsman with a minimum of two (2) years' experience in exposing the sand finish. A minimum of one qualified Craftsman is required at each finishing operation requiring exposed sand finish. The subgrade shall be prepared and forms installed as specified herein. After concrete placement, the Contractor shall screed the concrete to the finished grade. Exposed sand finish surfaces shall be prepared using a double drum roller tamp prior to floating. The roller shall provide uniformity during rolling including the surface areas in the corners of the slab. Deviations from this process must be approved 48 hours prior to scheduled placement of fresh concrete. The retarder shall be applied per the manufacturer's recommendations using an approved sprayer to achieve a uniform and consistent application rate. Area(s) adjacent to the new installation shall be protected from damage as required by the Engineer. At the appropriate time, the concrete paste shall be washed from the surface with a power washer or other means as approved by the Engineer. The overall texture shall be free front texture deficiencies such as deep or shallow surface inconsistencies. Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment pits shall be required to ensure that no residue runs through the gutter or enters inlets. The method of containment shall be approved by the Engineer. The paste residue shall be removed from the site and properly disposed. After the initial curing period the surface of the slab shall be sealed. • Project Specifications - Page 24 of 48 • REVISION OF SECTION 601 FINISHING HARDENED CONCRETE SURFACES METHOD OF MEASURMENT Subsection 601.09 shall be amended to include the following: Concrete placement shall be in accordance with Revision of Section 608 and 609. Concrete materials, placement, forming, subgrade preparation, including equipment, tools, and labor to install concrete shall not be included under "Exposed Sand Finish — Up Charge" and shall be paid at the contract unit price for the corresponding type of installation (i.e., Flatwork 4", Flatwork 6", etc.) "Exposed Sand Finish — Up Charge" shall be measured and paid by the square foot at the contract unit price for the accepted quantities and shall include labor, materials, and equipment for retarder application, tamp rolling, exposing the sand finish, storm water protection, and cleanup. BASIS OF PAYMENT Subsection 601.20 shall be amended to include the following: Payment will be made under: Pay Item Unit 601.01 Exposed Sand Finish — Up Charge Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all additional work involved in "Exposed Sand Finish — Up Charge" as • specified in these specifications, as shown on the plans, and as directed by the Engineer. • TEND OF SECTION Project Specifications - Page 25 of 48 REVISION OF SECTION 604 INLETS AND CULVERTS Section 604 of the Standard Specifications is hereby revised as follows: • DESCRIPTION Subsection 604.01 shall be amended to include the following: This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk culverts in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS Subsection 604.04 shall be amended to include the following: Type R Inlets shall be installed per CDOT M&S Standards, latest revision, standard plan number MS-604-12. Care shall be taken during removals to salvage hardware material to the mavinurnt e-rtent feasible (i.e., frames, grates, adjustable bonnets, angle iron faces, steel rods, etc.). Salvable material shall be reinstalled in the structure or remain the property of the City of Fort Collins and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or replacing damaged or missing material until it is re -incorporated into the work or is loaded onto City equipment by the Contractor. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the details found herein and shall not be measured and paid for separately. When concrete is to be removed and replaced around an existing grate without disturbing the deck or basin, this shall not constitute "Reconstruct Inlet Deck". These locations shall be measured and paid for separately under • the items described in Revision of Sections 608 and 609. Expansion joint material shall be installed every 500' in long runs and between the new structure and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid -block ramps, radius points at intersections, and other fixed objects (i.e., slabs or curbs). Expansion joint material shall be full depth, installed vertically, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints, MS-412-1. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18, sealingjoints. METHOD OF MEASUREMENT Subsection 604.06 shall be amended to include the following: Items defined with "Remove & Replace", for each inlet type and concrete sidewalk culvert, shall be measured and paid per each under the corresponding type of inlet, shall include two, three and one half foot (3.5) transitions measured from inside face of box on each side, and shall include furnishing new hardware material (i.e., bonnet, frame, grate, etc.). "Material Only" items for the corresponding structures shall not be paid in addition to items designated "Remove & Replace". Items defined with "Reconstruct", for each inlet type shall be measured and paid per each under the corresponding type of inlet, shall include two three and one half foot (3.5) transitions measured from inside of face of box on each side, and shall include salvaged hardware material (i.e., bonnet, frame, grate, etc.) When only the throat (gutter area only, excluding the hood/deck) of the inlet is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, "Crosspan 8" — Remove & Replace". • Project Specifications- Page 26 of48 REVISION OF SECTION 604 INLETS AND CULVERTS • "Material Only" items shall be paid per each only when existing material for the structure cannot be salvaged, does not meet current specifications, cannot be provided by the City, or as requested by the Engineer. "Material Only" shall be paid in addition to the "Reconstruct Inlet Deck" or "Metal Sidewalk Culvert - Salvaged Material" items for the corresponding structure as directed by the Engineer. "Material Only" shall not be paid when damage to the existing hardware material was due to construction operations or carelessness during removal and shall be replaced by the Contractor at the Contractors expense. The Contractor shall notify the Engineer immediately when issues prevent salvage of the existing material. "Metal Sidewalk Culvert - Salvaged Material" shall be measured and paid per each and shall include reinstallation of salvaged hardware material (i.e., frame, grate, etc.). The Contractor shall provide new brass or galvanized screws for the plate reinstallation. "Metal Sidewalk Culvert— Salvaged Material" shall be constructed per the standard details contained herein for Attached Vertical and Drive -Over Curb and Gutter (details D-10, D-11) with the following modifications: Concrete for the floor beneath the metal plate shall be three (3) feet wide centered beneath the plate. The subgrade beneath the concrete floor shall be compacted, firm, and non -yielding and have a transition slope length of one (1) foot beyond the floor on each side (see details D -10 and D-1 I, sections B-B) and shall be sloped to match the bottom of the grade for the adjacent or proposed concrete sidewalk. Expansion material shall be installed full depth and set vertically at the top of the subgrade slope on each side of the chase. The typical structure length, measured parallel with the sidewalk, shall be five (5) feet with fifteen (15) inches on each side from the edge of the plate to the expansion material. `Metal Sidewalk Culvert' shall not include adjacent sidewalk beyond the five (5) feet structure dimension." The installation of the plate shall typically be aligned flush with the back of the existing sidewalk and shall be offset from the vertical plane of the flow line by a minimum of three (3) inches. Dimension variances of existing plates and offset from the flowline shall be field fit to match existing conditions and shall be modified as directed by the Engineer. In no case shall the plate extend flush with the vertical plane of the flow line or be less than four (4) feet when measured perpendicular to the sidewalk. Hollywood style curb and gutter, an exception to standard installations, shall be installed as directed by the Engineer and measured and paid as agreed between Contractor and Engineer utilizing existing pricing to the maximum extent possible. "Metal Sidewalk Culvert — Material Only" shall be measured and paid per each based on 10.63 square feet (standard plate size) and shall be paid only when existing material cannot be salvaged, does not meet criteria, cannot be provided by the City, or as requested by the Engineer. "Material Only" shall be paid in addition to the "Metal Sidewalk Culvert - Salvaged Plate". The standard dimensions shall be two feet six inches (2.5' measured parallel with sidewalk) by four feet three inches (4.25' measured perpendicular to sidewalk), or 10.63 square feet. Actual dimensions may vary and shall be verified. "Metal Sidewalk Culvert - Additional 5/8" Plate" shall be measured and paid by the square foot, shall include the 5/8" thick plate and frame as designated in the drawings contained herein, and shall be the basis to increase or decrease payment when variances from the typical structure sizes are required. The cost per square foot shall be used to add or deduct front payment under "Additional Square Foot Plate". Payment shall be made in addition to "Metal Sidewalk Culvert — Material Only". "Concrete Sidewalk Culvert" shall be constructed per the standard detail contained herein (D-12) with the following modifications: The 45 bars shown in Detail D-12, section C-C, shall be extended to the end of the transitions on both sides Project Specifications - Page 27 of 48 REVISION OF SECTION 604 INLETS AND CULVERTS of the culvert and shall have three (3) inches of clearance from the expansion material installed at each end of the culvert. Expansion material shall be full depth and set vertically on each side of the culvert. When only the throat (gutter area only, excluding the hood/deck)) of an Inlet, Sidewalk Chase, or Concrete Sidewalk Culvert" is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, "Crosspan 8" — Remove & Replace". The thickness of the expansion material shall be one half (1 /2) inch or three quarter (3/4) inch as directed by the Engineer. Expansion and caulking shall be measured and paid as "Expansion and Caulking" by the lineal foot under Revision of Section 608 and 609, "Expansion & Caulking' Sawcutting for items contained in this section shall be incidental to the work and shall not be measured and paid for separately. Erosion control measures used during Sawcutting are considered incidental to all Sawcutting operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 604.07 shall be amended to include the following: Payment shall be made under: Pay Item Unit 604.01 Type R Inlet — Remove & Replace (5' Opening, 5' Max depth) Each 604.03 Type R Inlet— Reconstruct Inlet Deck (5' Opening) Each 604.05 Type R Inlet — Material Only Each 604.06 Curb Inlet - Remove & Replace (4' Opening, 5' Max depth) Each 604.08 Curb Inlet - Reconstruct Inlet Deck (4' Opening) Each 604.10 Curb Inlet - Material Only Each 604.11 Catch Basin - Remove & Replace (5' Max depth) Each 604.13 Catch Basin - Reconstruct Inlet Deck Each 604.15 Catch Basin - Material Only Each 604.16 Modified Type 13 Curb Inlet - Remove & Replace (5' Max depth) Each 604.18 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck Each 604.20 Modified Type 13 Curb Inlet - Material Only Each 604.21 Concrete Sidewalk Culvert - Remove & Replace Each 604.22 Metal Sidewalk Culvert - Salvaged Material Each 604.23 Metal Sidewalk Culvert - Material Only Each 604.24 Metal Sidewalk Culvert - Additional 5/8" Plate Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, Project Specifications- Pa,-e 28 of48 0 • r1 U OWNER: CITY OF FORT 0 DIRECTOR OF PURCHASING AND RISK MANAGEMENT Title: ke`'eti &x ws� i A'E�lc (J-ir-V Date: Attest: /jJa,fA/ V) " City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 CONTRACTOR: VOGEL CONCRETE INC By: PRINTED Title: A, d',_& Date Attes Address forgiving notices: License No.: • REVISION OF SECTION 604 INLETS AND CULVERTS equipment, and incidentals and for doing all work involved in Inlets and Culverts, including demolition, disposal, reinforcement, and materials, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION Project Specifications - Page 29 of 48 REVISION OF SECTION 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the latest revision of the Latimer County Urban Area Street Standards, except as noted herein: DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, crosspans, pedestrian access ramps, and concrete pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans or established by the Engineer. MATERIALS The mix designs for all types of concrete to be utilized shall be determined by the Contractor, submitted to the Engineer two weeks prior to beginning work, and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85, Type I, Type I/II, or Type III. The air content shall be four (4) percent to seven (7) percent. "High Earlp" concrete shall he used for all concrete repair locations. "High Early" concrete shall have a specified compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete placed at a particular location may be modified by the Engineer but shall not have less than the minimum required compressive strength specified herein and shall be approved by the Engineer. See Section 10.5.2 'Rigid Pavement Design' and Section 22.5.6 'Portland Cement Concrete Pavement', in the `Larimer County Urban Area Street Standards for Street Construction". Water Reducing Agents shall conform to ASTM C 494-82. • Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating agent. The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip and a copy of the batch weights shall accompany each concrete ticket. Concrete delivered without a load slip containing complete information as specified will be subject to rejection. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall conform to ASTM Specification C 309-81 Type 11, Class B. The application rate for curing compound shall be 150 sq. ft./gal. The curing compound shall be applied immediately upon completion of the finishing in a uniform pattern resulting in complete coverage of the area. Curing compound shall also be sprayed on the concrete surfaces after removal of the forms (back of curb and toe face of gutter). CONSTRUCTION REQUIREMENTS "Remove and Haul Fillet" shall be defined as concrete or asphalt installed in the flow line of the gutter and shall be paid per each. Care shall be taken during removal of fillets to protect the existing concrete sidewalk and gutter from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors expense. Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In these cases the design may be modified by the Engineer. The finished exposed surface and edging of the concrete shall have a broomed finish. Smooth surfaces around the perimeter of the adjoining concrete shall not be matched unless directed by the Engineer. 0 Project Specifications - Page 30 of 48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT All newly installed concrete shall be date stamped by the Contractor. If the installation is larger than one concrete section, only one stamp per area of installation shall be required. The stamp shall include the Contractor's name and year of installation. The concrete shall be stamped at the appropriate curing time so the Contractor's name and year of installation are clearly legible. Typically, the stamp shall be installed at the back edge of the sidewalk, on the right hand side when viewing the installation from the street, or as directed by the Engineer. The maximum spacing for transverse joints in crosspans, concrete pavement, and sidewalk shall be ten (10) feet or as directed by the Engineer. All concrete control joints shall be tooled to one quarter (1/4) of the concrete thickness or as directed by the Engineer. All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. Forms shall be installed at the full depth of the concrete placement. The Contractor shall be responsible for the protection of the subgrade and/or base course until the concrete is placed. The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water, mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after the placement of curing compound for 48 hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of the concrete. The Contractor shall not sprinkle water on the surface of the newly placed concrete to assist with finishing. The use of a finishing aide may be approved on a limited case by case basis only when the material to be used has • been submitted to the Engineer for approval prior to use in the field. Concrete blankets shall be used when the ambient temperature is expected to fall to 32°F or below within 36 hours after placement and shall remain in place for a minimum period of 36 hours for 48 hour high early concrete. This item will not be measured or paid for separately under the terms of the contract. The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage caused during the cleanup process shall be the Contractor's responsibility. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of eight (8) inches. Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut through the entire pavement thickness. The subgrade plane shall not vary more than one half(1/2) inch in ten (10) feet. All concrete pavement joints shall be sealed with an asphalt filler compound, or approved equal, in accordance with the detail for "Concrete Pavement Joints" contained herein or as directed by the Engineer. The cost for joint sealing shall be included in the contract unit price for "Concrete Pavement 8"- Remove & Replace." The top of the new pavement shall be even with the existing concrete pavement and the newly installed concrete shall be consolidated with a mechanical vibrator. 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 epoxy coated #5 bars. The dowels shall be eighteen (18) inches in length. The drilled holes shall be eight (8) inches deep and spaced at twelve (12) inches on center. The holes may be drilled so the rebar fits snuggly or installed using a concrete adhesive. Dowel bars for adjacent panels shall be coated entirely with a bond breaking material approved by the Engineer. • When a batch of concrete delivered to the site does not conform to the minimum specified air content, an air entraining admixture shall not be allowed to be added on site. Project Specifications - Page 31 of 48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Restoration of landscape shall be in accordance with Revision of Section 107, "Safety and Protection and Restoration of Property and Landscape" found herein. The time frame for restoration shall be within two (2) working days front the time the concrete was placed for backfill with topsoil and by no later than the end of the first working dap of the following week for sod replacement. Concrete washout/truck washout areas shall be contained in such a manner that no visual evidence of cement or aggregate spoils remain on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited. Washout may be accomplished by use of an identified off -site location or a designated spoil/base pile (see Section 208 Erosion Control and Inlet Protection), and shall include the placement of a Stormwater Protection Device on the downstream side of the washout area. Methods shall be submitted and approved by the Engineer. Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible. All flagstones, pavers, and bricks shall become the property of the City of Fort Collins. Flagstones shall be hauled by the Contractor and delivered to the City's site located at 1500 Hoffman Mill Road. Loading, unloading, and hauling shall not be measured and paid for separately but shall be included in "Remove Concrete". In areas where the Engineer directs the re -setting of flagstone, the existing flagstone shall be salvaged and reset on a compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the surrounding area. METHOD OF MEASUREMENT • Sawcutting related to the items in this section shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. Erosion control measures used during sawcutting shall be considered incidental and shall not be measured or paid for separately. "Remove Concrete" shall include removal and disposal or salvage of existing asphalt, concrete, or flagstone. This item shall be paid where the Engineer directs removal only, and removal is not already being paid under another item. "Apron 8" shall be paid by the square foot and, when installed on a radius, shall include the area front the back of the curb to the apron legs and from point of curvature to point of curvature. The area of an Apron shall be calculated as follows (see diagram below): \J Project Specifications - Page 32 of 48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT 0 ((A'C) - (rr (A-B) (C-D)/4)) ❑E 0 } 4. A I °s • C IB C "Barrier Curb 12" shall be paid by the lineal foot and shall be modified from drawing 703 as follows: Two 44 deformed bars shall be doweled horizontally into the adjacent curb. 44 bars shall run continuously and be installed at four (4) inches on center, measured from the top of the • curb. Curb reveal shall typically be six (6) inches measured from top of curb or as directed by the Engineer. "Pedestrian Access Ramp" shall be measured by the square foot and shall include the area between the back of the curb and both points of curvature, if on the radius, or the top of transition if mid -block. "Pedestrian Access Ramp Highback Curb" shall be measured by the square foot. The length shall be measured from the back of the curb to the top of the transition at the back of the ramp, and the width shall be measured at the midpoint. All Pedestrian Access Ramps shall be placed in accordance with the details contained herein. Ramp items shall include all labor, materials (except truncated domes), equipment and incidentals, saw -cutting, removal, haul, and disposal, and for doing all work involved in removal and replacement of pedestrian access ramps. "Truncated Dome Panels" shall be paid by the square foot, placed in all pedestrian access ramps, and shall be paid in addition to "Pedestrian Access Ramp" or "Pedestrian Access Ramp Highback Curb". This item shall include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps. Truncated dome panels shall be cast iron, and shall meet all American with Disabilities Act (ADA) requirements. The type of truncated dome panels to be used shall be submitted to the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. There shall be no voids beneath the bottom of the dome panels and the concrete. "Colored Concrete San Diego Buff— Upcharge" shall include the additional cost for the color additive only and shall be measured and paid by the square foot in addition to the corresponding item installed (i.e., Flatwork 6", Splasliblock 4"). "Alley Approach 8" shall be measured by the square foot from the lip of the gutter (if the gutter has been removed) to the back of the sidewalk and the width shall be measured at the midpoint. • "Expansion and Caulking" shall be measured and paid by the lineal foot. The thickness shall be one half (1/2) inch or three quarter (3/4) inch minimum, depending on the installation location, and be installed every 500' in Project Specifications - Page 33 of48 REVISION OF SECTIONS 608 AND 609 SIDENVALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT long runs and between new structure slabs, existing concrete slabs, and around fire hydrants, poles, inlets, sidewalk under -drains, mid -block ramps, radius points at intersections, and other fixed objects (i.e. ends of sidewalk slabs and curbs), as directed by the Engineer. Expansion joint material shall be full depth, set vertically, and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. Sealant shall be installed over the entire length of the expansion material, from the curb lip to the back of sidewalk, or as directed by the Engineer, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints. "Exposed Aggregate — Up Charge" shall include only the additional cost for exposing the aggregate including labor, water, other incidentals, and clean up related to exposing the surface aggregate and shall be measured and paid by the square foot in addition to the corresponding item installed. (i.e., Flatwork 6", Splashblock 4"). "Reset Flagstone" shall be measured and paid by the square foot of re -set area in addition to "Remove Concrete". Material for leveling, moisture conditioning, and labor for installation and compaction shall not be paid separately. "Haul & Dispose Concrete with Wire/Rebar" shall be paid for separately by the ton only when the Hoffman Mill site does not accept concrete containing wire and/or rebar. Weight slips shall be required for each load transported to any locations other than Hoffman Mill. "Exposed Sand Finish — Up Charge" shall be measured and paid by the square foot for the accepted quantities and shall include retarder material and application, tamp rolling, and exposing the sand finish, including retarding, sealer, equipment, labor, storm water protection, and cleanup. . "Asphalt Pavement Preservation" shall be measured and paid by the lineal foot along concrete gutter, drainage pans and aprons that were replaced with the project The Engineer shall assess the asphalt condition and determine the required removal. This item shall only be paid when the concrete removal can be accomplished without damage requiring permanent patching to the existing asphalt along the concrete toe base on the Engineers judgment. This item is provided as incentive to preserve the existing asphalt and provide compensation for additional costs that may be associated with the removal and restoration of the landscaping. Pay items followed by "Remove & Replace" shall include all labor, materials, tools, equipment, and incidentals, and all work involved in the removal and installation, complete -in -place, including sawcutting, hauling, disposal, etc. BASIS OF PAYMENT Subsection 608.06 shall be amended to include the following: Payment shall be made under: Pay Item Unit 608.01 Remove Concrete Square Foot 608.02 Remove and Haul Fillet Each 608.03 Apron 8" - Remove & Replace Square Foot 608.04 Crosspan 8" - Remove & Replace Square Foot 608.05 Driveover Curb, Gutter, and 6" Sidewalk - Remove & Replace Lineal Foot Project Specifications - Page 34 of 48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT • 608.06 Driveover Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.07 Vertical Curb, Gutter, and 6" Sidewalk - Remove & Replace Lineal Foot 608.08 Vertical Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.09 Vertical Outfall Curb, Gutter - Remove & Replace Lineal Foot 608.10 Barrier Curb 12" — Remove & Replace Lineal Foot 608.11 Hollywood Curb, Gutter, and 6" Sidewalk - Remove & Replace Lineal Foot 608.12 Hollywood Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.13 Highback Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.14 Pedestrian Access Ramp - Remove & Replace Square Foot 608.15 Pedestrian Access Ramp Highback Curb — Remove & Replace Square Foot 608.16 Truncated Dome Panel Square Foot 608.17 Flatwork 4"- Remove & Replace Square Foot 608.18 Flatwork 6" - Remove & Replace Square Foot 608.19 Replace Flatwork — I" Additional Depth Square Foot 608.20 Colored Concrete 4" San Diego Buff— Up Charge Square Foot 608.21 4' Valley Pan 6" —Remove & Replace Square Foot 608.22 Concrete Pavement 8" - Remove & Replace Square Foot 608.23 Alley Approach 8" - Remove & Replace Square Foot 608.24 Expansion & Caulking Lineal Foot 608.25 Splashblock 4"—Remove & Replace Square Foot 608.26 Exposed Aggregate 4" — Up Charge Square Foot 608.27 Reset Flagstone Square Foot 608.28 Haul & Dispose Concrete with Wire/Rebar Ton 608.29 Asphalt Pavement Preservation Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement including sawcutting, removal, haul and disposal, finish grading, materials, complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 35 of 48 REVISION OF SECTION 623 IRRIGATION SYSTEM Section 623 of the Standard Specifications is herby revised as follows: • DESCRIPTION Subsection 623.01 shall be amended to include the following: This work shall consist of furnishing and installing irrigation sleeves beneath the new concrete. MATERIALS Subsection 623.02 shall be revised as follows: The irrigation sleeve shall be three (3) inch diameter PVC pipe, schedule 40. REQUIREMENTS Subsection 623.14 shall be amended to include the following: The irrigation sleeve shall be installed to a minimum depth of four (4) inches below finished subgrade. Backfill over pipe shall be compacted prior to concrete placement. A survey stake shall be installed at the ends of each sleeve, marked "Irrigation Sleeve", and painted blue. The stake shall be installed at a height that will not create a pedestrian or maintenance hazard as approved by the Engineer. METHOD OF MEASUREMENT Subsection 623.32 shall be amended to include the following: . "Irrigation Sleeve" shall be paid for by the lineal foot complete -in -place. BASIS OF PAYMENT Subsection 623.33 shall be amended to include the following: Payment shall be made under: Pav item Unit 623.01 Irrigation Sleeve — Three (3") inch PVC Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing the three (3") inch irrigation sleeve, including excavation, installation, compaction of backfrll, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION 9 Project Specifications - Page 36 of 48 REVISION OF SECTION 627 PAVEMENT MARKINGS • Section 627 of the Standard Specifications is herby revised as follows: DESCRIPTION This work shall consist of furnishing, installing, and removing temporary pavement marking in accordance with the latest revisions of the Fort Collins Traffic Operations Manual, City of Fort Collins Work Area Traffic Control Handbook, Larimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation Road and Bridge Construction , and the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), and in conformity to the lines, dimensions, patterns, locations, and details shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS Subsection 627.03 shall be amended to include the following: Permanent pavement markings shall be installed by the City of Fort Collins. Temporary pavement markings/delineation of lanes may include temporary tape, tabs, or vertical panels as required by the Engineer and shall be installed by the Contractor. PAVEMENT MARKINGS/DELINEATION OF LANES Sub -section 627.10 shall be amended to include the following: City crews shall install permanent pavement striping. Typically, City crews may also install temporary striping as directed by the Engineer. When City crews cannot install temporary striping, the Engineer may request that the Contractor install temporary striping or maintain traffic control devices until such time that the City crew can install striping. Temporary pavement markings/delineation of lanes shall be suitable for use on asphalt or Portland cement pavements, shall be installed on roadways that will be opened to traffic prior to permanent stripping by the City, and shall conform as follows: 1. The surface to which the tape is applied shall be clean, dry, and free of dirt, oils, and grease. The tape/tab/vertical panels shall be pressed down immediately after application until it adheres properly and conforms to the surface. 2. All roads shall have temporary pavement markings before they are opened to traffic unless City Crews have been scheduled to install permanent pavement markings prior to opening the road to traffic. 3 Markings applied to the final road surface shall not leave scars that conflict with permanent markings. 4. Temporary markings shall be installed in such a way that the markings adequately follow the desired alignment., 5. Temporary pavement marking tape/delineation/vertical panels shall be required for all lane lines a. Lane lines shall be "tapped" intermittently with a 2' long by 4" wide reflective temporary strip at fifty (50') foot intervals. b. Stop bars shall be "tapped" to a minimum width of 12". Stop bars shall NOT be required at signalized intersections. Contractor may be required to provide additional signage (i.e. Stop Sign Ahead, Stop Here On Red, etc.); 'Stop Here On Red" signs shall be required at signalized intersections. c. It is the Contractor's responsibility to notify the Engineer prior to completion of work to allow scheduling of the permanent pavement markings to be installed by City crews. Project Specifications - Page 37 of 48 REVISION OF SECTION 627 PAVEMENT MARKINGS 6. Removable pavement markings shall be installed in accordance with the manufacture's • recommendations and maintained by the Contractor until permanent pavement markings are installed by City crews. 7. Temporary edge lines are not typically required unless there is no existing gutter or required by the Engineer. 8. All tape shall be removed by the Contractor after permanent markings have been completed by the City. 9. It is the Contractor's responsibility to maintain the temporary markings, at the Contractor's expense, until the permanent pavement marking is installed by City crews. BASIS OF PAYMENT Subsection 627.13 shall be amended to include the following: All costs for installing temporary stripping shall not be measured and paid for separately including traffic control devices and related traffic control incidentals. If flagging during permanent striping is required after the Contractor has completed all daily work, it shall be paid under Revision of Section 630, "Flagging", as directed by the Engineer. END OF SECTION L Project Specifications- Pa.-e 38 of48 • SECTION 00530 NOTICE TO PROCEED Description of Work: 7361 Concrete Maintenance Project Phase I — 2013 Renewal To: Vogel Concrete Inc This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. 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 M Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20 CONTRACTOR: Vogel Concrete Inc Title: 0 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 amended to include the following: This work shall consist of furnishing, installing, moving, maintaining, and removing temporary construction traffic control devices, including but not limited to signs, advance warning arrow panels, variable message boards, barricades, channelizing devices, and delineators as required by the latest revisions of the City of Fort Collins "Work Area Traffic Control Handbook," the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the Larimer County Urban Area Street Standards (LCUASS), and the Colorado Department of Transportation Road and Bridge Standard Specifications (CDOT). In the event of a conflict between the MUTCD criteria and the City's criteria, the City of Fort Collins criteria shall govern. MATERIALS Subsection 630.02 shall be amended to include the following: All traffic control devices shall meet or exceed the required minimum standards set forth in the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD. Traffic control devices shall be clean and in good operating condition when delivered and shall be maintained on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand, etc.) Sign blanks with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists and bicyclists traveling in the opposite direction and residents potentially affected by information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.10 shall be amended to include the following: CONTRACTOR RESPONSIBILITY The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians, and bicycles. The City of Fat Collins shall not be responsible for any loss or damage to equipment due to theft or vandalism or -for any damages to public or private property caused by the Contractor's construction activities. Private or public property which is damaged by the Contractors' installation, equipment, or employees will be the sole responsibility of the Contractor. The Contractor may be required to use Variable Message Boards to advise road users about upcoming work on Arterial and Collector streets as required by Traffic Operations through the approved traffic control plan. When required, the Engineer will issue direction for the number of boards, general .locations for placement, and message verbiage. The typical quantity of Variable Message Boards shall be: Six (6) on Arterial streets, four (4) on Collector streets, noire on Residential streets, but may be modified as directed by the Engineer. Variable Message Boards shall be placed a minimum of 5 working days prior to the project start date. If full closures on Arterial and Collector streets are authorized, Variable Message Boards shall remain in place until completion of the project. Lane closures on Arterial and Collector streets shall require message boards to remain in place for two days after starting work. Fully automated Variable Message Boards shall be installed and operate continuously during the afore mentioned durations on Arterial and Collector streets. Two-way traffic shall be maintained at all times unless approved by the Engineer. Lane width shall be Project Specifications - Page 39 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL maintained at a minimum often (10) feet between traffic control devices. 0 The Contractor will provide 24 hour minimum notice to the City of Fort Collins Traffic Department when project operations will be near a signalized intersection. TRAFFIC CONTROL PLAN - GENERAL Hand drawn plats shall NOT be accepted. Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative, Traffic Control Supervisor or the Traffic Control Supervisor Representative and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete placement, etc.), dates and times of the work, and parking and access restrictions that will apply. Sample notifications shall be submitted to the Engineer for review prior to starting the project. Notification letters or door hangers shall include a local phone number which residents with questions may use to contact the Contractor and a link to the City of Fort Collins Street Department web site where citizens may find additional information and project updates at "www.fcgov.com/streets". Only approved notifications shall be distributed a minimum of 48 hours prior to the commencement of each phase of the Work. Traffic Control Plans shall he submitted for approval prior to commencement of all work. Traffic control conditions vary significantly in the field and the Contractor is responsible for submitting traffic control plans for each work location. Minimum traffic control requirements for Arterial, Collector, and Residential streets are contained herein. Plans shall be specific to the project area showing street names, existing signing and striping conditions at intersections and the location for proposed devices. Devices temporarily not in use shall be removed from the area. Moving shall include devices removed from the project and later returned to use. Devices may be temporarily placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists, and vehicles, as approved by the Engineer. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s)- Li the event there is a safety issue, the Engineer may issue a "Stop Work Order" until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associated with the "Stop Work Order". Approved traffic control plans shall be available on site at all times for review and inspection. See Revision of Section 104. TRAFFIC CONTROL PLAN - PROJECT Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted along with the City of Fort Collins Traffic Approval Forms. Traffic control plans shall be prepared by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite Traffic Control Supervisor certified by the Colorado Contractor's Association (CCA). Hand drawn plans shall NOT be accepted. Typical Traffic Control Plans for work within the right-of-way shall be submitted for approval to the Engineer as follows: Typical submittals for scheduled residential work shall be submitted by 8:00 a.m. two (2) working days prior to commencement of the work. Typical submittals for residential work scheduled on Monday and Tuesday shall be submitted the previous Thursday by 8:00 a.m. Submittals for full closures on residential streets shall be submitted five (5) working days prior to the commencement of work. Project Specifications - Pa,e 40 of 48 0 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Submittals for full closures on Arterial and Collector streets shall be submitted ten (10) working days prior to the commencement of work. All plans shall be delivered to the Engineer, 625 Ninth Street, Fort Collins. Facsimiles of plans shall not be accepted. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work. See Revision of Sections 104 and 105. A Traffic Control Plan shall be submitted for each Arterial and each Collector street scheduled for work. Each residential area shall have one typical Traffic Control Plan submitted for the area. When changes_to the Area Traffic Control Plan(s) are required, a re -submittal for the area shall be provided for approval. For required closures in a residential (i.e., closure for a crosspan repair) a separate submittal from the Area Traffic Control Plan shall be provided. The Traffic Control Plan shall include, as a minimum, the following: I. A traffic control Approval Form submittal with each traffic control plan. The Approval Form shall be legibly written and filled out completely. 2. A detailed diagram which shows the location of all sign placements-, including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. 3. A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panels; vertical panels with lights; Type I, Type II, and Type III barricades; . cones; drum channelizing devices; advance warning flashing or sequencing arrow panels. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. 4. Number of flaggers to be used and Fagger locations. Flagger locations shall be located where approaching motorists, bicyclists, and pedestrians have sufficient distance to safely stop at the specified point. 5. Parking and access restrictions to be in effect. 6. Detailed pedestrian and bicycle movement. 7. All applicable notes (i.e., sign spacing, taper length and posted speed limit, pedestrian routes, etc.) Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned under this contract. Project Specifications - Page 41 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 0 FIGURE 630-1 TYPICAL ARTERIAL TRAFFIC CONTROL PLAN OWNER TRAFFIC CONTROL CONTRACTOR COMPANY CANTACT NAME DATE PHONE # TCS CERT # SHEET # DEVICE 2 - ROAD WORK AHEAD 2 - LEFT LANE CLOSED AHEAD 2 - TRANSITION(L) 40 - 28' TRAFFIC CONES TYPICAL LEFT LANE t NOT DRAWN TO SCALE • ARTERIAL STREETS - Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor's daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under "Flagging". Approved Variable Message Boards shall be required for Arterial streets, shall be shown on the drawing, and shall be paid for separately under "Variable Message Board". Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under "Advance Warning Arrow Board". 0 Project Specifications - Page 42 of 48 • Ll 0 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL FIGURE 630-2 TYPICAL COLLECTOR TRAFFIC CONTROL PLAN CONTROL COMPANY CANTACT NAME DATE PHONE# TCS CERT # SHEET # OWNER NOT DRAWN TO SCALE � O 4*4 REVICE-TA LATIQN 2 - ROAD WORK AHEAD 2- ONE LANE ROAD AHEAD 2 - FLAGGER AHEAD - 20 - 28' TRAFFIC. CONES CONTRACTOR'S TRAFFIC COLLECTOR STREETS -Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor's daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under "Flagging". Approved Variable Message Boards may be required for collector streets and shall be shown on the plans and paid for separately under "Variable Message Board". Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under "Advance Warning Arrow Board". Project Specifications - Page 43 of48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL FIGURE 630-3 TYPICAL RESIDENTIAL TRAFFIC CONTROL PLAN • OWNER TRAFFIC CONTROL CONTRACTOR NOT DRAWN TO SCALE ��..t-�4 imn• vmn DEVICE TABU 2 - ROAD WORK AHEAD 2- ONE LANE ROAD AHEAD 2- FLAGGER AHEAD 20 - 28' TRAFFIC CONES COMPANY' CAMACT NAME DATE PHONE# tCS CERT# SHEET'# RESIDENTIAL STREETS -Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor's daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under "Flagging". Variable Message Boards are typically not required for residential streets. TRAFFIC CONTROL MANAGEMENT Subsection 630.11 shall be amended to include the following: The Contractor shall designate an individual, other than the Superintendent, to be the Traffic Control Supervisor. Traffic Control Management shall be performed by a Traffic Control Supervisor (TICS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or a current Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. Proof of certification for all personnel assigned to the project(s) shall be provided to the City Traffic Department and the Engineer. The Traffic Control Supervisor shall have approved traffic control plans for the work site and current copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to Project Specifications -Page 44 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL • traffic control for street and highway construction, available on site at all times. The TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the Engineer for approval a rnininmm of five (S) working days prior to commencement of the work. The TCS shall be required to be on.site at all times during construction. It is the intent of the specifications that the TCS be the same throughout the year. The TCS shall be equipped with a cellular phone. Traffic Control Management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times, and available upon request of the Engineer during non -working hours. A 24 hour telephone number shall be provided to the Engineer. Outside of construction hours, the response time from the Engineers' contact shall be 30 minutes or less and correction of the issue(s) shall be one (I) hour or less. If, in the opinion of the Engineer, any traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual. TCS duties shall include, but are not limited to: I. Supervise and direct project flaggers. 2. Prepare, revise, and submit Traffic Control Plans as required. 3.. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 4. Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. 5. Notify residents and businesses at least 48 hours prior to construction. a. Notifications may be accomplished by a.representative of the TCS such as a flagger and shall be hand typed and hand delivered to all businesses and residents. 6. Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly and are clean and legible. 7. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. 8. Breaking flaggers for short periods of no more than fifteen (15) minutes over a sixty (60) minute period. 9. Set up and removal of traffic control device. 10. Maintain a project traffic control diary which shall become part of the City's project records. This diary/log shall be submitted to the Engineer daily and shall include the following information as a minimum a. Date. b. The time of traffic control inspections. c. Project description and location. d. Traffic Control Supervisor's name. e. Types and quantities of traffic control devices used per approved MHT. f List of flaggers used, including start time, stop time and number of flagging hour breaks. g. Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective action taken. METHOD OF MEASUREMENT Subsection 630.15 shall be amended to include the following: "Traffic Control" shall be paid by the lump sum for each "Project Area" specified under Section 02500, Quantity Estimate, and shown in Section 03500, Maps, not to exceed the lump sum bid total for all areas. . The cost shall include a full time TCS on site throughout the project (including vehicle) and traffic control devices meeting the specification standards (excluding Variable Message Boards, Advance Warning Arrow Project Specifications - Page 45 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Panels, and Flagging personnel). Sand bags, sign stands, fencing, lighting, electricity, fuel, and caution • tape shall not be measured and paid for separately and shall be considered a subsidiary obligation in conjunction with traffic control items. Traffic control devices and all related incidentals including sand bags, sign stands, fencing, lighting, electricity, fuel, caution tape, etc. shall be included in the lump sum price for the project area. Business signs, Neighborhood Traffic Only signs and Detour Placard street names are not considered Specialty Signs and shall not be measured or paid for separately but shall be included in the lump sum cost for the project area. "Variable Message Board" shall be measured and paid per each per day in addition to the project area lump sum price. "Flagging" shall be measured and paid per hour in addition to the project area lump sum price and shall be provided based on the Contractors daily work activities, number/location of intersections, or as directed by the Engineer, and shall include all related equipment and incidentals (i.e., Stop/Slow paddles, communication devices if required, personal protective equipment). Hours of non -flagging work in excess of those authorized shall not be measured and paid for separately but shall be at the Contractor's expense including personnel break times, and stand by time. Flaggers shall be provided with hand signs such as Stop/Slow paddles and electronic communication devices when required and follow the current MUTCD standards. Flaggers' equipment and devices shall not be measured and paid for separately. . "Advance Warning Arrow Board" shall be paid per each per day in addition to the project area lump sum price. All costs associated with Traffic Control Plan review shall not be measured or paid for separately, but shall be • considered incidental to the Work including re -submittal fees. The City may deduct from compensation due the Contractor $10.00 per day for each traffic control device not removed from the site immediately upon completion of the work or as directed by the Engineer. The Contractor may provide larger construction traffic signs than those typically used in accordance with the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD as approved by the Engineer, however, no payment shall be made for the additional panel size. "The City of Fort Collins Master Street Plan Map" depicting the street classifications (Arterial, Collector, Residential) can be found at the following link: http://citydocs fcgov com/vdt=Master+Street+Plan+Map&dn=GIS+MAPS&vid=192&cmd=showdt 0 Project Specifications - Page 46 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL • BASIS OF PAYMENT 0 Subsection 630.16 shall be amended to include the following: Payment shall be made under: Pay Item Unit 630.20 Traffic Control Lump Sum 630.30 Variable Message Board Per Each/Per Day 630.40 Flagging Hour 630.50 Advance Warning Arrow Board Per Each/Per Day The lump sum price for Traffic Control under item 630.20 shall be the summation of the individual project area lump sum unit costs shown on the schedule. Payments shall be made only when the project area has been complete and the traffic control removed. A Traffic Control Ratio shall be determined for use in adding traffic control work from the contract. The Traffic Control Ratio shall consist of Item 630.20, Traffic Control, divided by the Contract Total less items 630.20, 630.30, 630.40, 630.50 Traffic Control items . Any changes to the scope of the project areas that significantly add to or detract from the traffic control requirement, in the judgment of the Engineer, shall be addressed by deducting the project area from the total and adding the new area to the Contract based on the Traffic Control Ratio multiplied by the total cost of the installed quantities for the revised or new project area. The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in setup/removal/modification, notifications and delivery for Construction Zone Traffic Control including vehicles, phones, sandbags, hand signs, break times, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Traffic Control quantities impacted by additions to or deletions from the Work in Section 02500, "Quantity Estimate" shall be paid by Change Order and included in the monthly progress payment(s). Project Specifications - Page 47 of48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS 0 NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. NOTE: FULL CLOSURES ON ARTERIAL AND COLLECTOR STREETS SHALL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF TWO (2) WEEKS PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR IN THE VICINITY OF A SIGNALIZED INTERSECTION OR ANY ARTERIAL AND COLLECTOR STREETS THAT HAVE MAJOR TRAFFIC VOLUMES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 A.M OR 3:30 P.M TO 6:30 P.M. (EXCEPT IN THE CASE OF AN EMERGENCY). EXCEPTIONS MAY BE MADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIAL AND COLLECTOR STREETS BETWEEN THE HOURS OF 7:00 A.M. TO 6: P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPMENT, LABOR, TRAFFIC CONTROL DEVICES, AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN INTERSECTION. THE ENGINEER SHALL AUTHORIZE SUCH WORK AND SPECIFY THE REQUIRED DISTANCE FROM THE INTERSECTION. NOTE: TIME RESTRICTIONS ON S.H. 287 AND HWY 17 (COLLEGE AVENUE AND MULBERRY STREET EAST OF LEMAY) SHALL TYPICALLY BE RESTRICTED FROM 9:00 A.M TO 3:00 P.M. NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS- 0 Project Specifications - Page 48 of 48 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 0 11 • 0 • ONIHo1Vd 07 N I- 000(n (n , N d' N N LO N, LO CO CO M CD Clime V CO f- LO NNN N ,kUV210dW31- MEW? 0 wnS LO V LO N N NU-) CO N M 0 0; 3 s a n o o N N m co N N rh O r� N� N M 0 O, LO CO r. 0 V 0 N d' CO N O 3SV8 31V�J321°J�JV-40'tiOE;o wnS O V (O LO 00 Lo (0 O N O CO CO � N 00 C0 'IT� CO V � � N � 0 O 0 M C") M H O B V 1 0 0 o 0 O 0 O 0 o 0 0 o 0 0 E. 0 0 o 0 CDO o 0 CD o O 0 CDO o 0 CD................ 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Old . . 0 . 0 . 0 . 0 . 0 . 0 . 0 s;aaa;glei;uapisab O000000000000000 joa;uoo oijjeal-21£0'0£9 bo wng o 0 0 0 0 0 0 0 0 0 0 0 0 0 o c Y ?� Z LU 0 w J N = H w 2 C9 } N O=a O O}Z w-O np N� WN :OQ WOo W R J Ya00 W ZW �Vr Z Z O tj 2..p W JO'O CoCo0 r- 3 F U Q W> W 000aFr�—F I Z W p==) W Q W c w 4Om00002J2Rww>3:36 SECTION 03000 DETAILS Curb and Gutter 701 Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) 703 Standard Driveway Approach (I & 11) 706 Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Drainage Under Sidewalk 709 Curb Inlet 4' Opening — Vertical Curb & Gutter D-7a, 7b Curb Inlet 4' Opening — Driveover Curb & Gutter D-8a, 8b Concrete Sidewalk Culvert D-12,13 Area Inlet D-9a Type 13 Inlet 13-A • Modified Catch Basin Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 Access Ramp Details 1603 Detached Walk/Intersection Detail 1604 Detached Walk/Intersection Detail 1605 Pedestrian Ramp Detail 1606 Residential Local Street Access Ramps 1606 a Truncated Dome Warning for Access Ramps 1607 Median Islands and Pedestrian Refuge Area 1608 Sidewalk Widening Details 2501 Concrete Pavement Joints M-412-1 0 10 2'-6' 1 1/2'R_ N 2'R. d~ Gutter edge may be tapered or battered. • N (fyplcal for all Curb & d G d° E , • r & Gutter Types) a° w 991 VERTICAL 21.75' ROLL-OVER (LOVELAND) r CURB AND GUTTER LARIMER COUNTY VlqTnN NO: 1 DRAWING URBAN AREA CONSTRUCTION 03/01/02 701 STREET STANDARDS DRAWINGS DATE. Y W C C• � Q 0) N f^ vJ r (V C N c Y O co OF = � 0 U IL a 0 7 n U o z� Q Q , `�a w IN N �•(� !Yl U W �� 141 O W If - 7 / c) J LL r '1 (1) .8/C L ,9 �y ° J a° Q W S Q a . ov 01 ° W U v Q c) z r ° / Lu / CURB AND GUTTER/SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 702 to • SECTION 00610 PERFORMANCE BOND Bond No. CSB0010367 KNOW ALL MEN BY THESE PRESENTS: that Vogel Concrete Inc 6330 S College Ave, Fort Collins, CO 80526 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Firm) Contractors Bonding and Insurance Company (Address) 5300 DTC Parkway, Ste. 330, Greenwood Village, CO 80111 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins 300 Laporte Ave. Fort Collins Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of One Million Eight Hundred Ninety -One Thousand Seven Hundred Sixtv-Five Dollars and Twentv-Four Cents ($1.891.765.24) 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 16th day of May, 2013, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7361 • Concrete Maintenance Project Phase I — 2013 Renewal. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in ariy way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. 0 • m UMITS OF C & G F v n 14 IN. 17 IN. 3 FT. 9 IN. - \ (1.17 FT.) �F I \ (1.42 FT.) (3.75 FT.) \ �n n � 1 1/2 IN. FLOW 1 4_ D D: D LINE I I DD p 4 IN. 6 IN. �r e e D \ zn � 5 I1 FT.) (1 5 N. (1Fr.) 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. A_ 2 I� 1 1/2 IN. R .. .. p D 4 IN. 2 IN. R ° ° 6 IN. D D D \ 4 FT. MIN. 'I D 12 IN. VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK EDGED SURFACE 1/8 IN. R. 4.43 FT. 3/4 IN. MIN. 1.18 FT. .58 FT. 2.67 FT. .. .09 FT. .'. ♦ - .a., . � . �.- 11 FT. D .30 FT. �° - ' e ' 4 IN. ' DUMMY JOINT p D�," FOR WALKS ° e 6 INS D COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE — FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS CITY OF FORT COLLINS STORM WATER APPROVED: DE AIL 11/13/00 UTILITIES CONSTRUCTION DETAILS -6 DRAWN BY: NBJ �' °� P°rt c°u'D' 1 /8' TO 1 /4'R. I 1':t 1/4' 1-1 /2' 4-1/ 1 1/2'R_ 1-1 /2' TO 2' R . • V .e N 4. d OUT FALL CURB & GUTTER (FORT COLLINS ONLY) 1 /8' TO 1 /4'R_ 'zt 1/4' 1 1/2' —}-1 —1 \— ASPHALT OR —/ I---i * 6' w/concrete pavement CONCRETE PAVEMENT 8' w/asphalt BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) (SECTION B) (SECTION M) 6' 6' 6' 1 1/4' d .. J a • •.. 'n; (D •< .a LIJ FL 10 d ll �• .. °d..fin' 4 : d 0 ROADWAY - + '.♦ .v. :d ' PAVEMENT 8' BARRIER CURB 6' MOUNTABLE CURB (CDOT TYPE 2 SECTION B M-609-1 CURB W/8' REVEAL) Notes: a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement- b.) Raised center medians shall be 8' barrier curb or 8' epoxy curb only. MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 703 0 0 ILI • . -t W aY t-`m� PERSPECTIVE Ramp If necessary` Right of Way line \ - Detached 1:12 Sidewalk max. X = Curb Transltlon Length Y = Parkway Width In Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6' Type I = Wlth Detached Sidewalk Type II = Wlth Attached Sidewalk `er to Chapter 25 for minimum removal dimensions. W =Width A BB II}— ro v W W W W E W w W W N �r Iw W w w Cd ;_ N v r L- l A L- B Driveway Width Varies 1:12 max. Attached Sidewalk Back of curb FL X=6'-o^ I TYPE II w EXPANSION Z J t� ry 2 (Max) 00 JOINT o .' '', ::, 1:24 LL cv . T WALK SECTION B-B Nj NOTE: a N.T.S. i WALK Y K' 1. Concrete driveway must be • _ ;' provided to the property Ilne. p 1:48 SLOPE m 114' PER FT. 1 12�) 5 Expanslon jolnt If drive WALK 2- continues as concrete SECTION A -A t N.T.S. STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 706 N co C 0 M oTm L co 4) N O w N 3 Y U m 'a i0 c: N O O rail to u) Y i N - 3 C 3 m ~ .O C o 3 a C7 � o ° p Lo Qco Ego (��Z `� `s > 3 ° ° NOL ¢oa J �_ L p tom Z Q o My >} C) T o �a+ W LLJ i( �l v T O p O E of a_ = p ° & u M 0 l 3v p� 3 e. O Q > > m C o m i'LG"' � a�V�( Q_ v o •c E u av c0 o 3 ,m", O>o 'X E ° om cp mm a) m x`o n N aoi i O �E z°m O ( ("xeuw) I - r �c 3 - (-xew) > Q Q 8b• N UV m E C m m � Ill (V U Z • U) Z Its ♦ ., m ND N N U O U a 06 �I E 8 N co I E U C Q� m E�� f J Z O 00 co Q O �� E�m o I �� C a a OO g � - U � .c YNoma) U y Lu �. aw a _ (W 000�a00° w- .' C N N O 2i U my } Q o� < am==�O� r)m �a ms�YQm O w 7 U O Q W m 2 w <E00<-0 > O Z r N C'J V l0 CO 0 1""I <3 � � � cp �p N � Z3 � N N N U = O O < z O J � > < � E E � U Z L p � E0 L to � U • STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 707 • 00 o o 0 z0Z U O OF O O U W O F- J J ps O U I 0 a J O C O E .3 Z LIL 0 M N I O .._... _... ... � '2 U L O W C W o Q Q x �J � V) p v 3 �o I ZU LiZ W J Or Of O O -J i Z g Zo po Jo� 3� Z p aU O� U I oo �Q Q �c� JZ ` 0U CL 0d=. H z O O W U L-J Wa O _ Z O T F. �U W \ ' U ~ ° Z J OU0 Ia0 �m J °°. \ U Q J Q Of �a v w w '� x� aj o I� U� Of vO v s Q �fn a v Q\ Z� ::° H� Z O O� w O _ V. W -F W U (n LLI W ZON Z Z° Z wC� C..) N W Z �'° aW W (n WU J ~Z f0 '. a0J F-Q ZW ZaN �OLLJ o 22F-Q JQ HHV) e W W Q2 v ° W a W �a ao o -•—•-{ N W Z r a W 0 �< N N W c> v N g� w p v M Z T 3 y o � co io �3 U z O w �- a O � O Q�li N Q N U O J CNN QJ O U U • STREET INTERSECTION CROSSPAN LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 7 0 8 10 3/s' o I � a 01 A X (Varies, See Plans Xmax=2.0) X1 1 /4' ,`. d (Vales, See Plans) S1 t. 6' CGT(`.InNI R_R E C Attached Sidewalk 101 5/8' Rolled Steel Tread Plate (diamond pattern) Dimension Variable Retaining Screws at C 4-0'or as DIrcctcd B Detached Sidewalk Notes: PLAN VIEW 1. Length of steel plate varies. L= 1 1 /4' x 1 1 /4' x 1 /4' 2. Chase and cover plate run from _ Right of Way line to flow line unless a. ' approved by the Engineer. :. ,: ' • P With curb walk, cover plate extends " from property line to top of walk face. IV• .e a. 3' #4 Bar Welded at 12'on SECTION C— ar Nelson Standard Anchor or equivalent. (typical both sides) 0 UI 5/8' Rolled Steel Tread Plate 1 /2' x 1' Flat Head Mach. Screw Brass or Electro-gaN. n finish 12' on center '• (typical both sides) Anglo Iron to be drlllcd and threaded to receive screw. Concrete to be drilled to allow screw to extend Into the C, concrete (typical both sides)_ ,LK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK :LARIMER COUNTY CONSTRUCTION REVISION N0: 1 DRAWINGURBAN AREA DRAWINGS EET STANDARDS DATE: 04/01/07 709 0 • 3 T B A r6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY NACLEAR OR APPROVED EQUAL. 3 FT. I.I FT IN. O FIN 6 IN. THICK SIDEVALL (TYP. I BOTH SIDES) . 6 IN. I I 6 pp CC C E E r 6 IN. 1\ WARPED CURB R SEE ➢ETAIL 'A' ` FLOW LINE GUTTER (TYP. HDTH SIDES) 4 FT. OPENING �11 FT. 8 8.5 FLUSH WITH CURB FACE 1 2 IN. • 2 IN, 4-16 IN. NA)YNIN. A PLAN VIEW NTS 2 FT SEE CURB FACE — OF ASSEMBLY DETAIL MANHOLE RUNGS-12 IN. O.C. 6 T- FT.-6 NORMAL FLOW w -... �5 BAR / 2d � •�' e • "' 1 1/2 IN. PIPE SPACER o it ' AND 1 1/4 IN. LOCK NUT 1 1/4 IN. DIA. X 24 IN. GALV. S STEEL ROD - THREADED to 3 1/2 IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT 6 IN. .••o 4• PLAN EX 3 IN. % 3/8 IN. 6 IN. 6 1% SLOPE FOR DRAINAGE SECTI❑N A -A FT.-6 If WARPED GUTTER ALTERED FLOW LINE 6 IN. FOR SECTION B—B EXTEND CHANNEL CURB FACE ASSEMBLY DETAIL + 6 IN. WALL TO OUTSIDE EDGE OF WALL GENERAL NOTES 1. SEE 11-711 FOR REINFORCEMENT. 2. FLUP.R OF INLET BE SHAPED WITH 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 3 IN. RAD � IN. 7SHALL TODP[PEN CENNECTIONSO FORM INVERT 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-I11. / 3. MANHOLE RUNGS S14ALL ?E REQUIRED FOR INLET HEIGHT 4 F AN GREATER. . DETAIL 'A' 4. SIDEWALK SWILL 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 ® STORM WATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/19/02 D-7A �d Port calBp,�art coluw DRAWN BY: NBJ 8 IN. O.C. —d I--� 2 FT. A rT - c TM 502 408 504 r BAR 9 IN. 11 I I 407 �( � ADD 1 504 gg4 RAR 4 FT. 6 IN. (40 r-#4 BAR 6 IN. O.C.12 IN. 12 IN. 402 .� 406 3 IN CIR• 402 NCHO 503 —T �5 B _ _ _ BACK OF CURB B tz I LAP p f -FLOW LINE .•...';.„ z.C" CEN 402 403 R I�N CENTEN 07 SECTI❑N A -A NTS 40GJ 3 FT, 5 FT. 3 FT. it FT. 1 FT. 2 FT. 5 FT. 2 FT. 1 FT. A ,402 /,#4 ANCHORS PLAN VIEW NTS TABLE 1 MARK DIA. IN. O.C. SPACING TYPE NO' REQ'D LENGHT 401 8 IN. II 4 3 FT. 10 IN. 402 12 IN, I11 ■ 7 FT. 10 IN. 403 12 IN. 64 F7. 4 IN. 404 1/2 IN. II 4 12 N. ■ 3 FT. 2 IN. 406 12 N. 4 ■ 407 2 9 FT. 0 IN. 408 12 N. V 4 3 F. 4 lN. 501 5/8 IN. 9 IN. II 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. 11 4 503 5/8 N. 9 N. 1 FT. 0 IN. 504 5/8 IN. 6 IN. VIII 2 4 FT. 8 IN. 601 3/4 IN. 8 C 8.5 - ANCHOR 1/2 IN. 24 IN. - 2 [ETYP G S 1 IN TYP TYPE IV IN I ■VARIBLE WITH NIGHT, REFER TO TABLE 2. z a TYPEnVII I. [X301N TYPE VIII LOOP 12 IN. LAP BAR BENDING DIAGR GENERAL NDTESI (DIMENSION ARE OUT TO OUT OF AM 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. BAR) STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. SLABJO D BASHERE WALSS CONNECT TO TOP E. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. RENFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. SECTI❑N B-B NTS TABLE 2 woTm rc l,Tru urTruT Fi LENGHT C.Y. LB. 402 405 404 406 CONC. STEEL 3 FT. 6 IN 10 6 3 FT. 2 IN.2 FT. 1 IN. 10 6 4 FT. 0 IN. 12 8 3 FT. 8 IN 2 FT. 7 IN. 12 8 4 FT. 6 IN 12 8 4 FT. 2 IN 3 FT, 1 IN. 12 8 5 FT. 0 IN 14 10 4 FT. 8 IN 3 FT. 7 IN. 14 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. IS 14 7 FT. 6 IN. 18 14 7 FT, 2 IN. 6 FT. 1 IN. 18 14 8 FT. 6 IN. 20 16 7 FT. 8 IN. 6 FT. 7 IRI 20 16 8 FT. 6 IN 20 16 8 FT. 2 IN.7 FT. 1 IN. 20 16 9 FT. 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 IN. 22 IS 9 FT. 6 IN 22 22 9 FT. 2 IN.8 FT. 1 IN. 22 22 R FT. 0 I 24 1 24 9 FT. 8 IN. 8 F7. 7 IN. 24 24 CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DATE: 11/21/02 DETAILS D-713 DRAWN BY: NBJ • • 0 • I 6 IN. 6 IN. THICK 2f SIDEWALL (TYP. F m BOTH SIDES) � I a 6 IN.— B 14 IN. WARPED CURB 6 GUTTER (TYP. BOTH SIDES) 71- 8 [8.5 FLUSH - WITH CURB FACE 10 IN. EMBEDMENT A 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 6 IN.- SEE DETAIL 'A' 4 FT. OPENING 11 FT. A PLAN VIEW NTS 2 FT. 4 FT,- 6 IN, 6 IN. SEE CURB FACE ASSEMBLY DETAIL ��• — HaCE OF FORE MANHOLE B RUNGS-12 IN. O.C. SLOPE FOR DRAINAGE BAR IN. LONG 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT —1 1/4 IN. DIA. X 24 IN GALV STEEL ROD - THREADEb 3 1/2 IN, AT TOP. 1/4 IN. 3 IN. X 3 IN. X 3/8 IN, PLATE NORMAL FLOW tr SECTI❑N VA -A 4 FT. 3 FT.-6 IN. DEPRESSED GUTTER WARPED GUTTER TOP OF GUTTER ALTERED FLOV LINE 6 IN, 6 IN. FOR r SECTION B-B 6 IN. EXTEND CHANNEL CURB FACE ASSEMBLY DETAIL y 6 IN. WALL TO OUTSIDE EDGE OF WALL GENERAL NOTES 1. SEE D-BB FOR REINFORCEMENT. 5, 2. FLOOR OF INLET SHALL BE SHAPED WITH MATCH SLABOF I INLETSHALL BE SLOPE TO 3 IN. RAD,� IN, ADDI ION CONCRETE TU FORM NVERT 6. TO PIPE CONNECTIONS. EXPOSED STEEL SHALL HE GALVANIZED IN ACCORDANCE EL S AASHTO GALV / 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 F . AND GREATER. DETAIL ''A' 4, SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER DATE: 11/21/02 UTILITIES CONSTRUCTION DETAILS D-8A DRAWN BY: NBJ LSIs af ►ocI Co]iU A _"61 409 6 IN. _z B 1 17 IN. I If 14 FT. 3 FT. 5 FT. 3 FT. 11 FT. A PLAN VIEW NTS 0 FT A PT — C. IM YVG SECTION A —A 1 PT 9 FT S PT 9 PT 1 FT 9 #4 ANCHORS TABLE 1 BAR LIST FOR CURB INLET A. O.G. TYPE rm. LENGHT LENGHT TYPE II SPACING REQ'D Straight MARK DI IN 402 6 IN. II 4 3 FT. 10 IN. 404 12 IN. III ■ 7 FT. 10 IN. 406 12 IN. IV 6 7 FT 4 IN. 407 1/2 IN. 12 IN. II 14 e 409 12 IN. II e 3 FT. 2 IN. 410 12 IN. II 4 411 12 IN. II 2 9 FT. 0 IN. 412 12 IN. VII 4 3 FT. 4 IN 501 5/8 IN. 9 IN. II 2 9 FT, 0 IN. 502 5/8 IN. 9 IN. ❑ 1 4 FT. 8 IN. 503 5/8 IN, 9 IN, II 1 9 FT. 0 IN. 504 5/8 IN. 6 IN. VIII 2 4 FT. 8 IN. 601 3/4 IN. - - 1 B FT. 10 IN. 8 E8.5 - - t 5 FT. 0 IN. ANCHOR 1/2 IN. 24 IN. TYPE 111 20 IN. u. TYPE IV [W20 1N. 9IN TYPE VII 33 / . VARtBLE VITH HEIGHT, REFER TO TABLE 2. Bent 71 IN. TYPE VII 30 IN, Loop 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSIONS ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. SECTION B—B TABLE 2 OUANTITIFS VARIARI F VATH HFIOHT H NO. REO'D LENGHT C.Y. LB. 402 405 404 406 CONC. STEEL 3 FT. 6 IN. 10 6 3 FT. 2 IN. 2 FT. 1 IN. 2.5 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 2.6 230 4 FT. 6 IN. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 2.8 236 5 FT. 0 IN. 14 10 4 FT. 8 IN. 3 FT. 7 IN. 2.9 236 5 FT. 6 IN. 14 10 5 FT. 2 IN. 4 FT. 1 IN. 3.1 262 6 FT. 0 IN. 16 12 5 FT. 8 IN. 4 FT. 7 IN. 3.2 282 6 FT. 6 IN, 16 12 6 FT. 2 IN. 5 FT. 1 IN. 3.4 288 7 FT. 0 IN, 18 14 6 FT. 8 IN. 5 FT. 7 IN, 3.5 306 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 FT. i IN. 3.7 314 8 FT 0 IN 20 is 8 FT. 6 IN. 20 16 8 FT. 2 IN. 7 FT. 1 IN. 4.0 340 9 FT, 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 IN. 4.1 360 9 FT. 6 IN. 22 18 9 FT, 2 IN. 8 FT. 1 IN. 4.3 366 10 FT. 0 IN. 24 20 9 FT. 8 IN. 8 FT. 7 IN. 4.4 386 CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT) CIT" OF FORT COLLINS STORMWAI CR APPPOVED DETAIL UTILITIES CONSTRUCTION DETAILS DATE 11/25/02 D-8B ct- r l t c n DPAWN B) NBJ IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 28th day of May 2013, INPPfSENC OF. PpO RA roc'• 4'n • ' t� Y •Sea��r yoo 1919<o�i� Principal Vogel Concrete Inc. e�/I (Title) 6330 S. College (Address) Other Partners By: By: Ave., Fort Collins, CO 80526 Surety Contractors Bonding and Insurance Company By:�' `z—e—A W ) 1720 S Bellaire St., Ste. 200, Denver, CO 80222 (Address) NOTE: D�,must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. E 0 • 3 1 T. C j6 IN. THICK SIDEWALK (TYP.) 4 FT. 6 IN — I FT. B tTYP.) L6 IN. 11 IN. 2 FT. #4 APS A L12 N OC - A--i 1 WALK EXTEND WFT. BEYOND ALKORMAL BACK OF WALK. - 6 IN. 6#4 BARS �AT 11 IN. D.C. lmmP0mrll'=m Immmoml 2 #5 BARS AT 6 IN D.C. B BACK OF CURB O SEE DETAIL 'A' -�' ^`^ INE VAPPF3 CUP 6 GU FP ( 1P) BE 8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER — EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. — , DETAIL "A" DET SEE DETAIL g g4 BARS A DETAIL "B" 6IN �l5 BARS 8 1/2 IN. % SLOPE T#4RS BE 8.5 FLUSH .' 6 IN. WITH CURB FACE 1 1/2 IN. / R N4 BAR 18 IN. LONG /a IN. -I IN. LEG ®4 BARS-12 IN. O.C. BOTHWAYS 2 " SECTION A -A 2 IN. 4:1• 6 IN. 6 IN. 2:1 8 5 BAR' 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. .. -a WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER _ 1 1/2 IN. PPE SPACER AN 1 1/4 IN. LOCK NUT STOP OF CURB 2 IN 8 IN. ? ' 1 1 /4 IN. DIA. X 24 IN. GALV. 3 IN. STEEL ROD - THREADED -------------- -- ------ ' 3 1/2 IN. AT TOP. ,a ! T NORMAL LTERED - '. ° .. • :� . I FLOW LINE ... . FLOW LINE G .•21 a. .r 6IN. �y ... "" SECTION B—B 3 IN. X 3 IN. X 3/8 IN. (REINFORCEMENT NOT SHOWN) PLATE 6 IN. 11 FT. 0 IN. 1. AIL B 1 FT. GENERAL NOTES, ff 4 BARS 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT.ADD 2. TOP SLAB [IF CULVERT SHALL HE SLOPE TO tq 4 BARS 1 4 BARS MATCH SIDEWALK. SEE D-6. 14 1/2 IN. 40D 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. BARS-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL BOTHWAYS BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C—C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR, CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/19/00 D -12 Qh of Po1lColb, DRAWN BY: NBJ A EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 3 FT. 6 IN. 6N4 BARS I~ �AT 11 IN. D.C. 3,1� 1 I FT. \ L 1 1 9 IN. 6 IN THICK ] I 9 IN. D C. AT C SIDEWALK J (TYP.) 4 FT. 6 IN. l FT. I '-2 05 BARS AT B (Tw; I 6 IN, O.L. B HACK OF CURB I / k o � --SEE DETAIL 'A' J 17 IN. 11 IN. LFLOWLINE 14 IN. 04 BAKs A ip, I WARPED CURB 6 I 12 IN. D.C. GUTTER (TYP) A� BE 8.5 FLUSH WITH CURB FACE g4 BAR �1 1/2 IN. R /18 IN. LONG 1 4 IN.-1 IN. LEG 2 IN. 4:1 / e 6 IN. C ° ej .°d 6 IN. r 21� i �// 5 BAR l 1J2 IN. 11 1 1/4PI PE SPACER ANN. LOCK NUT 8 IN-� e & T 1 IN. DIA. X 24 IN. GALV. 1 IN. STEEL ROD - THREADED 3 1/2 IN. AT TOP. - .i , I n •3a N..._, 6 IN. 4 IN. 3 IN. X 3 IN. X 3/8 IN. •ljl �— PLATE BE 8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EC-- -- ----- DETAIL ..A.. �� I SEE DETAIL DE �(♦4 BARS I� 6 IN. 6 IN. #5 BARS 8 %2 IN. 1Z SLOPE T .. /J4 BARS / - 6 IN. t /#4 BARS-12 IN. O.C. ���/// BOTHWAYS SECTION A —A x cr c l rr n Ind x cr c Inl WARPED GUTTER DEPRESSED GUTTER T WARPED GUTTER —TOP OF CURB FLOW LINE I 1 3 1 /4 IN —1 I . •I --ALTERED FLOW LINE SECTION B-B (REINFORCEMENT NOT SHOWN) 11 FT. 0 IN. I - VG IHIL D 1 FT. GENERAL NOTES, 1 # 4 BARS 4 2 5 BARS 1. SIDEWALK SHALL BE 6 IN• THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. -� ADD 1 4 BARS ADD 1 /{ 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 4 1/2N. MATCH SIDEWALK. SEE D-6. 3• EXPOSED STEEL SHALL BE GALVANIZED IN al ACCORDANCE WITH AASHTO M-111. 4• KEY JOINTS WHERE WALLS CONNECT TO TOP a BARS-12 IN. D.C. SLAB AND BASE. OTHWAYS 5• REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C —C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER ammmmmmmil UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-13 �tlretoi DRAWN BY: NBJ 0 • 0 0 0 12 IN. MIN. -4 PROW ND H - I i PIPEII I Ili I ----� D. 12 GRATE AND FRAME BY aCLEAR OR APPROVED EQUAL. PLAN VIEW 35 3/4 IN. 28 1/4 IN. 6 IN. 23 3/4 IN. 16 1/4 IN. IN. qjR. O.F. 1. , —1 1 :01 J4 BAR-\ PONCIR - \--INLET GRATES . F— -12 IN. U R L.F.. , 4, PE 0 7D 17 0 12 ft CT 12 IN FLOW LINE OF CTRS. (TYP.) LAP INLET AND CONDUIT SLOPE FOR DRAINAGE � 1-7. SECTION A -A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) CONCRETE I I.D. H 112 STEP. MAX. SPACING 6 IN. TYPICAL WALLS AND FLOOR SECTION B-B AREA INLET CITY OF FORT COLLINS STORMWATER APPROVED: DATE: 12/8/00 UTILITIES CONSTRUCTION DETAILS cilly Of Part col — DRAWN BY: NBJ ` I (TYP.) R. O.F. I R LF. F4 0 12 IN. C TRS. If IN. CTRS. DETAIL 2 k � |I B ®( . ., .� .., ... . . |� 9! \/�§| |�|■■| /| | ! � E\. bw 2 . .5 - W; � y � I � \ k , ! ! k @2 (w V) mL u `u b O 7did ^ N Lr,P 'UIW 7.4 L .. �.� L x I 4 N . L C N N ' V V N c G a I L 4 !1 N u c n- N N � 77 ---� . c a 1 fV (aI)Q O I E-u YY z th.0 ,SE !f �' /L rjt� c C _T lu ooaoL;>M ao � LO N �Q �c ooa000�aaoaa ry F L ou f'1 Q lu L Z O d � r � V � m �/� �/ I J u y L � �g N c V U N_— Q� Q iy F- O Z ! �4 I c n� � w 7 Q N a' c (V LL 3 Y J 3 w Cn J w w j~- � i c Z m O Q V Q m CC 0 W S 0 J Ov Z O v_, w Q � Z Ci U _j Orl O Z _ cr.z w L C5 L.L Z. W H U Alley Concrete Border R.O.W. (fYP.) Walk Parkway Truncated Dome Warning Detection R.O.W (fYP.) Walk Parkway Drive -Over or Vertical Curb & Gutter °101C10' 1'10 SIGHT Construction Joint SIGHTX,Curb AREA AREA 0° Curb 1:12 8g ol`L S' minimum thick l 1 12 !jv Walk 0 concrete ° O'Curb NI¢ Truncated Dome parkway rid Vertical �Warning Detection — — — — — — — — — — — — — Curb F� 6' Curb STREET ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cis for the Design 2 Year Storm. Alley \FL—L� / Concrete :+ Alley Drainage Inlet or Other Dralnage Collection System shall be designed for 2 year storm minimum. 0, 1o'X1or ` 10'X10' SIGHT / \ \ SIGHT AREA \ AREA mI� 1:24 0 8' minimum thick °. 1:24 Walk � concrete g Cr Curb clip kO-Curb Parkway 6' Curb Ft_ 6' Curb Truncated Dome Warning Detection See Tables 8-1 & 8-2 For Radii STREET Requirements ALLEY W/ CENTER DRAINAGE Dralnage May Not Cross the Walk Unless The Water Is Sheet Flow and does not Interfere with pedestrian use of walk ALLEY INTERSECTIONS LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 803 • • 0 • Depress ring 1/4'to 5/S' 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 flnlshed 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 flnlshed pavement surface. Straight cut around ring Concrete grade ring to match slope or finished grade Shim / Grout Grade ring Manhole STANDARD MANHOLE COVER IARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING UR3AN AREA DRAWINGS ST STANDARDS DATE: 08/07/00 1201 Y Y W Y Y Y ♦ Y ♦ Y V • Y V Y V Y V Y • • Y V Y • Y • V V V • ♦ i V V • V ♦ ♦ Y V Y • • • Y • • V V Y V Y • • V • ♦ Y ♦ • ♦ ♦ Y • V Y Y Y Y W • • • ♦ Y V Y V Y • • • ♦ • V V ♦ W Y Y • Y V ♦ ♦ Y Y J J ♦ • ♦ Y ♦ • Y ♦ Y ♦ ♦ ♦ ♦ ♦ • Y Y Y W W • • Y • Y ♦ Y ♦ V ♦ J Y ♦ Y Y Y • Y Y • Y • Y • Y • Y • . • ♦ • A. Y ♦ V Y • Y Y Y Y Y Y • Y V • i • Y Detached sdoevolk . Driveway Sidewalk i J J ♦ W ♦ J i J i ♦ W W W W ♦ W W W V W J W V W J V V V W J W W W W J 1 W J W W W J ♦ W ♦ J ♦ W ♦ W W J W J W J J J J J ♦ W J i W ♦ ♦ i W W ♦ ♦ W V V J V V V W V W W ♦ Y i i W ♦ W ♦ W i W J W J W W V W J W W W W W ♦ W J i ♦ J J V J J W ♦ J 1 W J W i ♦ ♦ 1 J J J W W J W V W V W i Y W i ♦ i J W i i ♦ ♦ i i W W W J 1 J J W 1 i W J i ♦ W ♦ J i V W W W W J W J i J W ♦ J J W J ♦ W W W i J W W W J J V J i V W i i i ♦ ♦ i W J i W W J W J W i W W J W i J W W i ♦ J ♦ W W i *A. J W J J W J W W W Y1 W es♦ W J W ♦ W W J W TV V J J J J ♦ i Anoohod sAievalk T.C. F Min. F.L. LIP • 12' Expansion Joint Materiel DETACHED SIC EWALI 8' CommeroBl r— 6' Resden►el 1 CI Expanson Joint Material ATTACHED SICEWALI SECTION A -A Nl 9kdewalk Tt kness Shall Be 6 nnY num_ NOTE: 1. Sidewalk grade shall remain conam6tant across dii.eway 2. For driveway design regitements, see CONST. DWG. 7O & 707_ 3. Thio dctoil applies to Residential & Commcroial d*i oys. STANDARD SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAPING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1 6 0 1 E CJ • Slope asde alk to Curb 1/a• per root • e i ♦ '4 4 .♦.' .d 4' 9 ! d' <' d A. NOTE: Construct �ewalk vih joints at 1 O'intervals . I y ' Q and alijfl0fi NAtII aCOliltJ 0I1 curb. d 9 ' .' ♦ a .a . .. 9 ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL R 1/g' l/45LAB THICKNESS E e. e.• _.. .. V 1/41 9 .-4 . ♦ .. d. �e d : A4 . . •' 4 •d .. ' •♦ a 'g ' WEAKENED PLANE JOINT 1/2'Expan9on Joint materiel i /a- .d.. A •♦ ..e . d �.. • 172�' ♦� '♦ - '♦ 9 .a .� 4- .A . . v♦ e' <♦d'�' •e d� a INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT r� SIDEWALK DETAIL :STREET RIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STANDARDS DATE: 04/01/07 1602 Curb to retain ground behind the walk. If needed. 2 (Radius varies) Transltlon back of walk (typ-) a Truncated Dome Waming Detection Wood float r finish thru ,� ., �o ramp ti0.w•., .c Walk Broom flnlsh Curb__: GutterP. �r s Curb (optional) CORNER LOCATIONOnly If needed Wood float finish thru ramp ransltlon back of walk (typ.) IF Walk Broom finish 2 slope•. ;.•.•a "bap•,, 1:12 slope Broom flnlsh (max.) (d) Curb Gutter 4A 6' 5' 1 S Truncated Dome o (min.) (min.) Waming Detectlon z n MID -BLOCK LOCATION 3 at the comers of the truncated dome warning 0 2'-0' 6' 0 truncated dome warring N m detection c c .- .e. ,a 1:25** sl ope (Max.)(mo o ... a i SECTION A -A NOTES: 1- " 6' Thickness applies to entire ramp area. 2. *" 1:25 Unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the truncated dome warning.) 3. See CONST_ DWG_ 1606(a) and 1607 for Fort Collins. 4. See CONST_ DWG_ 1614, 1615 and 1616 for Loveland. ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1603 40 9 SECTION 00615 PAYMENT BOND Bond No. CSB0o10367 KNOW ALL MEN BY THESE PRESENTS: that Vogel Concrete Inc 6330 S College Ave, Fort Collins, CO 80526 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Firm) Contractors Bonding and Insurance Company (Address) 5300 DTC Parkway, Ste. 330, Greenwood Village, CO 80111 hereinafter referred to as "the Surety", are held and firmly bound unto 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 One Million Eight Hundred Ninety -One Thousand Seven Hundred Sixty -Five Dollars and Twenty -Four Cents ($1 891 765.24) of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 16th day of May, 2013, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7361 Concrete Maintenance Project Phase I — 2013 Renewal. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. Cl • ARTERIAL 0 c Fo E ROW Line 9� 's ARTERIAL / COLLECTOR `L J Q fr W R=6' �p f— Q � I 's. _1 Q Cc ROW Line 10' 6' Lu 10' 5' (min.) Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radlus > 35' DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING MAN AREA DRAWINGS STRCI F STANDARDS DATE: 08/07/00 1604 • • Note: Use of this detall requires speclal approval In Fort Collins by the Local Entity Englneer. r� DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2J:DRAWINGURBAN AREA DRAWINGSSTREET STANDARDS DATE: 04/01/071605 0 0 1.5' *FLARE OPT10N 0.5' TYP:1 S' TRANSITION Truncated Dome Warning Detection )uovo% 0 0 A v 0 0 0 )a 0000C Truncated Dome 4' MIN. '00o0<A--'�WomIng ) 0 0 0 Detection 1"/fL Max )a 0 0 00 6. CURB - 00000( ) 0 0 0' RB CU )00 0C ell— V R \—CURB OPTION — x 2- B t-6' or as specified 1.25 slope (max.) FL 1-02 •SLopE IWAX FLOWIJNE STANDARD GRAY CONCRETE \-UP OF GUTTER RAMP MATH PARTIALLY COLORED CONCRETE PLAN VIEW SECTION A -A N.T.S. N.T.S. N1r)-rr:Q- 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE- SIX INCH WIDE CURB OR'DUMMY JOINT' MAYBE 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 CUTTER 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 CUTTER 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-Ofr 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) :LARIMEIR COUNTY CONSTRUCTION REVISION NO: 17 DRAWING " A URBAN AREA DRAWINGS DATE: 04/01/071 1606) URBAN STREET STANDARDS FORT COLLINS ONLY E 3 0o v H 5 N V O me ¢ j o d �n rn a in m in w o >� Z � J 3 o a a U ro m U V) � y S N m � � O p �Cj m Q a � U p!J U j Ui V N O i a E 3 3 Y y 0 0 v /n Q C> m m �n �n ui m C C F 3Ua n '3 >.S 4 N21 Q e N A rd y S N E E N U -O c V z o c o a c A= 5 m .. V M U] _ O. .O O O � � O" w N C 0 3 •?o w o� io � �� y a. a a a E� mac 3 is ate, m-yo E u� 0 o cU div y� ac a`v M m o N RESIDENTIAL LOCAL STREET ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1606(a) n C' J I] Cl FORT COLLINS ONLY E m a a O CJ U C x o = d ti V U U LL O O C^ O c co 2 E c o 0 d�0 a OCAO Y } f V }& Od J�L NLH(X� N�} (c}nV N}+GGGO ValeSGGG N N N dc O�)O yaa„�c=i 1N%yaCq EOO Cd 0 0 co m} O0 v uN� zl�amCr[C ) 0'�) 0 m 0 c(v a a� U � ll u o n m 8 c — `o y `o m m a> o — C y C Lj V E A U OI W N N 1O a � O V a a> a> c L (O E r O. O N C C t U 'C c a� c a iv c 3 to a• o m v� 3 U o' n a cS is Qo E o O ` N E o E� a 0 0 a� t m C � �O-(u C 00 \`\ (4 O C— V O d- N iG O¢ d N (O I �L \\ O O �) O G \\ (V o Tv = _ m a ONO O C OO 2O oO cOu M.2 0 0l� O.00no 00 WDO � OCm 00 Varl s O O °O, ` p z a E 2 a N E n W 0 m J C U c a� U o Q o. o Q c F- Z L) N N o g a: c Vi LL E a� �a oc'r)o 61 �E a o�0 EE2 o0 h I wvc 7eugr •qunpsapa� o o c 0000 1 J o o n Q Varles 0 E � i i Q { lagng pue�gino C O IFO i i CD 0000 ' '1 C —�o m 5 o a U o CD ¢ a LL U O V O m �58 O l t3 d TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1607 4 Mln. Flat Rest Area 4' Mln. y :12 MAX 1:1�X Show street surface 1 f: SECTION A -A Minimum area of nose Island 50 ft2 Truncated Dome Waming Detectlon (typ-) A MIn.4' A AO < S e Stop Bar at M ln. traffic signals Sldewalk width shall conform to width requirements for the street classlrlcatlon NOTES: 1 , No storm water shall draln through pedestrian refuge. 2. Pedestrian refuge area shall be In Ilna with cross walks. 3. Crosswalk to Ilne up with ramp & Refuge Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1608 E 4'-0' (Mln_ Wldth) Sidewalk Addition I Existing Sidewalk c7 'qj8'j)2 (min_) ADDITION TO EXISTING SIDEWALK NOTES: 1 _ New walk additions shall be placed to the same line and grade as the existing walk. 2. Match transverse tooled joints to existing tooled joints_ TOOL JOINT FOR WALKS NOTES: 1. Joint shall be cut 1/4 thickness of Initial concrete; tool jolnt for walks. r- SIDEWALK WIDENING DETAILS LARIMER COUNTY REVISION NO: DRAWING MAN AREA CONSTRUCTION ST STANDARDS DRAWINGS DATE: 08/07/00 2501 0 gFI uz Sn e Q �m C 3g G o F frl O O IN2 _ HQ 3 a a€ C '3s fi = a U Z E w ohs E2 10" Ei LY W o n; Qo S' H 2 �o KT ue 6 0 F nm�N c y Y _ F ooNP O `e z a w a a n y wu-R E � a € .. Ev gb f W LL 2 @{ yy q H H 0 5 Z~ I �L � N~ IE - N ° E II � tc J Q H4 F a' _ g E - ono _Ap K9 Yfff�� �� mo� ^vS IA. "AxR RAa 7' 4 �go o 5 m b a�'G� A w I�I—I a�4os E 11 0 0 � E No Text • • CONTRACT DOCUMENTS TABLE OF CONTENTS BID INFORMATION 00300 Bid Form CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (Contractor) 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00960 Application for Payment SPECIFICATIONS Section Pages 00300-1 - 00300-3 00500-1 00510-0 00520-1 - 00520-6 00530-1 00600-1 00610-1 - 00610-2 00615-1 - 00615-2 00630-1 00635-1 00640-1 00650-1 - 00650-2 00670-1 - 00670-2 00700-1 - 00700-34 00800-1 - 00800-2 00900-1 00950-1 - 00950-2 00960-1 - 00960-4 IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 28th day of May 2013 IN RESENCE OF: Principal Vogel Concrete Inc. (Title) ��,OL, Ilya. (Title) ,� f .•.......ti Oar. (Corporate t;al) : 6330 S. College Ave., Fort Collins, CO 80526 �ORPORATF t (Address) SEAL IN PRESENC �0 % �M,,r �� Other Partners cOioAP�°�� gg111sitN By: By: (Surety •4pPP0A,�T ••. �� SEAL Surety Contractors Bonding and Insurance Company By: 1720 S. Bellaire St., Ste. 200, Denver, CO 80222 (Address) NOTE: Date ol•gond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 0 L 0 z z o Q sns� Fn cn G L5 az low K 3 p �p o C J O k O O' N O * mnn c fin., m QNpp V o m N m G H aoc`oy p y � 0mioa � {1151i{3e€ 0 * * a F m p ��IF •Q �u;J * 00 r 10Hm r n CO •m E p m Sqj t2 o * L N e � ' tz t2 rc a a p g qp 6 € O o B x SZS,n TTT( ` y n o an d5.0 o a° o E m gs m 0 i u; o z 2 e o � u G � � 6� q � 9 0 z m Ei) O V1 - z - - p o a " F �u 0w _ r Qa _ Z a z z Q m o 3 � O :� o is v 12 14 �rTl t L z � m �R1 q G '�' m W U E s� R z z $ aNIMQ o n o �il O = m O K OF 9 Z Il\ O g 0 ~ r \ s r �i o N 1 _ �• 7 o 4� 5 I r e w y �oNp NF Q aoaLL p �r F iE U QtA D: i O p'� Rc ZEE e� o 0. \] Yj Q m o W s w~ N a n `L a Fio �y Z w rl 250 w 0W OLD J O \ \ z OZ w o n �g O m •' �' 4\ o d m °o s a F �9 U I M 0 3 0 • E 0 SECTION 03500 PROJECT MAPS In alphabetical order: City Park Heights Decry E Stuart Golden Meadows Indian Hills Irish JFK 2013 (Horsetooth to Harmony) JFK 2014 McClelland (Drake to Horsetooth) Mulberry (Shields to Whitcomb) Prospect Estates Shenandoah I Skyview Vine Drive (Irish to Briarwood) W Elizabeth W Stuart N City of �� ft Collins 2013 - 2014 Program W+E Concrete Area Maps S City Park Heights N City of ,.Foor_t Collins 2013 - 2014 Program W ; Slte,s Concrete Area Maps S Deery c rt 2013 - 2014 Pro ram Fort Collins g / '�— streets Concrete Area Maps N W+E s o =� B c e e t Buckeye JE: uc o o 0 ° c ° d a e � a U > y µe ° c °� h ° 2 47 N 01 ° E Lake St m c o a. yHills x rdParker St ert Ct= At ert Ava >o o c m 0 In d e °1 yotsnce n N ` caout t o(O ee r E e° 7 y 3 e eyenne r 0 'o t E m i o O StOoey U) ° mou `Or ti r a r t a ' a mOut r o Pewa C Kirkwood r Rut ers Ave m m 3 - m m ue n ua ¢+oo r -a ° 3 Columbia Rd `Q m m o P� 0 n - a wo° r -O Cornell Ave FlarKwood Ur o i !oaf woo o rn LL e m P (� _w .eat Ln O o a� erE > e g E i ° a rown ve v i m ueens t 0 i `Princeton o 3 0 nnceton o a or t _ E DrakeRd d i N N rn at u r a a 1 v = en 9 c traan r a m N Se m E ° d m LL m �! o t m Del Clair Rd FF�Oxford Ln ! x aroug N City of A Fort COLlins 2013 - 2014 Program WQf�E S��eu Concrete Area Maps 1VS Golden Meadow U 0 N City of Fit Collins 2013 - 2014 Program ��� �r S,n e� Concrete Area Maps s Indian Hills N City of Frt Collins 2013 - 2014 Program W� s,�e� Concrete Area Maps s Irish Contractors Bonding and Insurance Company ek'c 3101 Western Ave., Suite 300 Seattle, WA 98121 Know All Men by These Presents: POWER OF ATTORNEY Contractors Bonding and Insurance Company That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That Contractors Bonding and Insurance Company, a Washington corporation, does hereby make, constitute and appoint: W.R. Withrow, Tyler Withrow. Megan A Brown,jointly or severally in the City of Denver , State of Colorado its true and lawful Agent and Attorney in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described bond. Any and all bonds, undertakings, and recognizances in an amount not to exceed Ten Million and 00/100 Dollars ( $10,000,000.00 ) for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had been executed and acknowledged by the regularly elected officers of this Company. The Contractors Bonding and Insurance Company further certifies that the following is a true and exact copy of the Resolution adopted by the Board of Directors of Contractors Bonding and Insurance Company, and now in force to -wit: c"All bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation shall be executed in the orporate name of the Corporation by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Corporation. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation. The signature of any such officer and the corporate seal may be printed by facsimile or other electronic image." IN WITNESS WHEREOF, the Contractors Bonding and Insurance Company has caused these presents to be executed by its Vice President with its corporate seal affixed this 30th day of November , 2012 ``,.map°..... " o°a°jl PPOq •.�z SEAL;=0. State of Washington .,.• SS •�<sHING3°p " County of King On this 30th day of November 1 2012 before me, a Notary Public, personally appeared Roy C. Die , who being by me duty swom, acknowledged that he signed the above Power of Attorney as the aforesaid officer of the Contractors Bonding and Insurance Company and acknowledged said instrument to be the voluntary act and deed of said corporation. Ah ' 'T%c. eph B. tler Notary Public Notary Pablic State of Washington JOSEPH B. MULL MY COMMISSION E%PIRES Minch 29, 2019 Contractors Bonding and Insurance Company Roy C. Die ,.M. Vice President CERTIFICATE I, the undersigned officer of Contractors Bonding and Insurance Company, a stock corporation of the State of Washington, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable; and furthermore, that the Resolution of the Company as set forth in the Power of Attorney, is now in force. In testimony whereof, I have hereunto set my hand and tlt�ss of the Contractors BondirlA�n� Insurance Company this , day of Contractors Bonding and Insurance Company Roy C. Die Vice President 0575578032912 A0059511 N City of Fort Collins 2013 - 2014 Program W�� Sets - Concrete Area Maps s W9 L JFK 2014 N City of Jn'� Flirt Collins 2013 - 2014 Program w E 5��e� Concrete Area Maps 1NVVS JFK City of N FiSwe�t Collins 2013 - 2014 Program Concrete Area Maps s McClelland N City of Frt Collins 2013 - 2014 Program w E SWets Concrete Area Maps S ��L W Mountain Ave _ W_Mountain Ave _ m > N E 0 0 U N N W Oak St Akin Ave =EU 11 W Olive St ive St Woodford Ave LMulberry F I W Ma nolia St c oFIFI FIF] E c � -1Ey �e ac o° d — d m m c 0 ' Sunset Ave Myrtle t ; o W Myrtle St 0 O Mantz PI w U 0 P S d L Birch St > a 0 0 Z a E 0 aure t L—M W Plum St N City of Fit Collins 2013 - 2014 Program W+ 5��� Concrete Area Maps S Mi Prospect Estates N City of Fort CoLLins 2013 - 2014 Program wF Concrete Area Maps s Skyview Shenandoah N Cityof Fort Collins 2013 - 2014 Program W+L 5treeeLs .. 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Prospect d tim `m 1 0� c i `° z N City of Fit CO«ins 2013 - 2014 Program w ; s, °e�5 Concrete Area Maps S W Stuart Ln SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF ENVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) is New Construction Activities for Municipalities 1 of 2 Street, Curb, and Gutter Replacement and Construction 1 of 3 Street, Curb, and Gutter Maintenance 1 of 3 Spill Prevention and Response 1 of 4 Utility and Storm Sewer System Maintenance 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 3 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 • • SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. • i __. _- --New Construction Activities for - For More Information Name Municipalities I Address i City, State Description Phone This fact sheet covers new construction activities disturbing less e-mail than one acre not subject to a CDPS Construction permit. New i Possible Pollutants construction includes, but is not limited to buildings, structures, capital improvements, roadways, and recreational components Sediment such as trails, restrooms, and other structures. Procedures Chemicals provided are general in nature and can be applied to any scale Organics or type of municipal construction. Trash When services are contracted, this written procedure should be Good Housekeeping provided to the contractor so they have the proper operational Waste Management procedures. In addition, the contract should specify that the Employee/Contractor Training contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Proper Cleanup and Disposal Procedures Procedures Related Procedures Obtain all applicable federal, state, and local permits for Heavy Equipment and Vehicle construction projects. • Maintenance ■ The Colorado Stormwater Construction General Parks and Open Space 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 2 of • 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 City of Centennial SOP: New Constriction SOP, August 2007. Mesa County, Municipal Operations and Maintenance Program, July 2005. i Page 2 of 2 is s • is Street, Curb, and Gutter For More Information Name Replacement and Address Construction City, State Phone I Description e-mail Procedures involving the replacement and Possible Pollutants construction of streets, curbs, and gutters have the Fine-grained sediment potential to impact stormwater quality. Materials Organics involved in these activities should be used efficiently and disposed of properly. Oil Saw -cut slurry When services are contracted, this written procedure Trash should be provided to the contractor so they have the Good Housekeeping proper operational procedures. In addition, the DumpsterNVaste Management contract should specify that the contractor is responsible for abiding by all applicable municipal, Employee/Contractor Training state, and federal codes, laws, and regulations. Proper cleanup and disposal procedures Procedures Dry cleaning methods General Related_ Procedures Obtain all applicable federal, state, and local Spill Prevention and Response permits for construction projects. Street Sweeping The Colorado Stormwater Construction Street Sweeper Cleaning and General permit applies to construction sites Waste disturbing one acre or more, or less than one Street, Curb and Gutter acre but part of a larger common plan of Maintenance development. • A larger common plan of development is defiled as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. ■ A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. 1 of 3 Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and/or industry standards. When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Sweep or vacuum the roadway as needed, during construction and once construction is complete. Best management practices will be periodically inspected and maintained as necessary. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Bridge Construction • Do not transfer or load any materials directly over waterways. • Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Work Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. 0 • 0 • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work Control the placement of road base or asphalt used in embankments or shoulder backing; do not allow these materials to fall into any storm drain or watercourses. Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid waste. Painting and Striping If possible, schedule painting and striping projects during dry weather. Use thermoplastic or epoxy markings in place of paint whenever feasible. Use care to prevent splashing or spilling of any liquid material. Follow the Spill Prevention and Response procedure should a spill occur. Employee Training • Train applicable employees who perform street, curb, and gutter construction on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter construction. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. 0 Street, Curb, and Gutter For More Information Name Maintenance I Address Description City, state Phone Street, curb, and gutter activities include concrete and e-mail asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and Possible Pollutants striping. Procedures involving the maintenance of Fine-grained sediment streets, curbs, and gutters have the potential to impact Organics stormwater quality. Materials involved in these Oil activities should be used efficiently and disposed of Saw-cuf slurry ' properly. Trash When services are contracted, this written procedure Good Housekeeping should be provided to the contractor so they have the Dumpster/Waste Management -proper operational procedures. In addition, the Employee/Contractor Training contract should specify that the contractor is responsible for abiding by all applicable municipal, Proper cleanup and disposal procedures state, and federal codes, laws, and regulations. Dry cleaning methods Procedures Related Procedures General Spill Prevention and Response • Protect storm drain inlets and drains with curb Street Sweeping socks, rock berms, inlet protection, or drain Street Sweeper Cleaning and covers/mats prior to any maintenance activity. Waste • When saw cutting ensure that no slurry enters the storm drain, let the slurry dry, sweep it up, and properly dispose of the sweepings. • Do not perform concrete or asphalt patch work during wet conditions whenever possible. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Monitor equipment for leaks and use drip pans as necessary. • Sweep or vacuum the roadway once maintenance activities are complete. • f� is E Bridge Maintenance • Do not transfer or load any materials directly over waterways. • Secure lids and caps on all containers when on bridges. Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Maintenance Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Maintenance Sweep to minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks. Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments or shoulder backing to enter any storm drain or watercourses. Apply temporary perimeter controls. Install silt fence until the structure is stabilized or permanent • controls are in place. Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste. • Drainage inlet structures shall be covered with inlet protection during application of seal coat, tack coat, slurry seal, and/or fog seal. Painting and Striping If possible, schedule painting and striping projects during dry weather. • Use thermoplastic or epoxy markings in place of paint whenever feasible. • The pre -heater for thermoplastic striping and the melting tanks used during pavement marking must be filled carefully to prevent splashing or spilling of materials. Leave 6 inches at the top of pre -heater and the melting tanks to allow room for material to move and splash when vehicles are deadheaded. Employee Training • Train applicable employees who perform street, curb, and gutter maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter maintenance. Records The following records could be used to document activities performed: • Page 2 of 3 • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asplialt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Page 3 of 3 CJ • 0 • • Spa!! Prevention and For More Information Name Response Address City, State Description Phone Due to the type of work and the materials involved, many e-mail activities that occur either at a municipal facility or as part Possible Pollutants of municipal operations have the potential for accidental spills. Some municipal facilities operate under Spill Chemicals Prevention Control and Countermeasures (SPCC) plans Toxics that include procedures for spill response. Proper spill Oil response planning and preparation enables employees and Paint contractors to effectively respond to problems and Fuel minimize the discharge of pollutants to the storm sewer Good Housekeeping system. Waste Management When services are contracted, this written procedure should be provided to the contractor so they have the Employee/Contractor Training proper operational procedures. In addition, the contract Proper cleanup and disposal should specify that the contractor is responsible for procedures abiding by all applicable municipal, state, and federal Related Procedures codes, laws, and regulations. Fertilizer, Pesticide, and Herbicide Application Procedures Heavy Equipment and Vehicle Spill Prevention Maintenance • Keep work areas neat and well organized. Material Storage Materials Management Maintain a Material Safety Data Sheet (MSDS) for each hazardous chemical. Follow the Outdoor Outdoor Vehicle Maintenance Material Storage procedures. Vehicle Fueling Provide tight fitting lids for all containers. Keep containers clearly labeled. Labels should provide name and type of substance, stock number, expiration date, health hazards, handling suggestions, and first aid information. • Store containers, drums, and bags away from direct traffic routes to prevent accidental spills. • Inspect storage containers regularly for signs of leaking or deterioration. • Replace or repair leaking storage containers. • Use care to avoid spills when transferring materials from one container to another. Page 1 of 4 E Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment. Do not wash down or hose down any outdoor work areas or trash/waste container storage areas except where wash water is captured and discharged into the sanitary sewer (if approved). Conduct periodic inspections to ensure that materials and equipment are being handled, disposed/recycled, and stored correctly. • Provide adequate spill kits or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists. Inspect each spill kit or locker regularly and after each spill response. Replace any spent supplies or repair any equipment that is worn or not suitable for service. Stock adequate personal protective equipment. Spill Response Safety Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or sample an unknown substance. If a highly toxic or flammable substance is discovered, staff should leave the immediate area and contact the appropriate identified response authority, such as the fire department. If there is any question about a substance, contact the appropriate identified response authority or other designated representative. Procedures Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the storm sewer system and to minimize the area requiring cleanup. Determine the source of the spill and stop the spill at its source by closing a valve, plugging a leak, or setting a container upright. Transfer material from a damaged container. • Identify the material and volume spilled. Contact the appropriate identified response authority or other designated representative if you cannot identify the material and its properties. • Refer to the MSDS to determine appropriate personal protective equipment, such as gloves and safety glasses and appropriate cleanup methods. • Clean up spills immediately to prevent spreading of wastes by wind, rain, and vehicle traffic and potential safety hazards. • Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and properly dispose of all clean-up materials. Use dry clean-up methods only. • Complete all necessary reports. Page 2 of 4 • r L CERTIFICATE OF LIABILITY INSURANCE ��16/201Y3"' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER One, Inc. dba Peak 360 1600 Emerson St. Denver CO 80218 CONTACT NAGary GFriedman, CPCU, MSIS, REID, ARM, AAI IPA NONE . (303)534-7325 pIL No: (303)623-732$ bDRIEs,gfriedman@peak360.com INSURERS AFFORDING COVERAGE NAIC N INSURERA-Auto Owners 32700 INSURED VGL, INC., DBA: VOGEL CONCRETE 6330 S. COLLEGE AVENUE FORT COLLINS CO 80525 INSURERB:Owners Ins. Co. 32700 INSURERC: _ INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:CL1311600945 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR - rypE OF INSURANCE ADO UBR POLICY NUMBER POLICY EFF MMIDD POLICY EXP MMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OOCCUR 74037316 /17/2013 /17/2014 AMAGET R NTED PREMISES Ea occurrence $ 300,000 MED EXP(My one person) S 10,000 PERSONAL B ACV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMNOP AGG $ 2,000,000 X POLICY RO- LOC PIFCT S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 BODILY INJURY (Per person) $ B ANY AUTO ALL OWNED SCHEDULED AUTOS X AUTOS 709905202 /17/2013 /17/2014 BODILY INJURY IPerexitlentJ S PROPERTY DAMAGE Per accident $ NON-0WNED HIRED AUTOS AUTOS Medical payments $ 10,000 X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 A EXCESS LIAR CLAIMS -MADE X DEC RETENTIONS 10,00 $ 7-099052-03 /17/2013 /17/2014 WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YINO'Y ANY PROPRIETORIPARTNEWEXECUTIVE E.L. EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑ NIA E.L. DISEASE -EA EMPLOYE $ (Mandatory In NH) If Yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) The City of Fort Collins is an additional insured under the General Liability and Auto Liability policy and on going operations in accordance with all the terms, conditions, and limitations of the policy and then only for liability caused by the negligent acts of the named insured as required by written contract or agreement. L,CK I H-H-A I C MULUCK I AINL.tl- A I IUN jstephen@fcgov.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CITY OF FORT COLLINS ACCORDANCE WITH THE POLICY PROVISIONS. PURCHASING PO BOX 580 AUTHORIZED REPRESENTATIVE FORT COLLINS, CO 80522 /I Gary Friedman/GARY"� ACORD 25 (2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 b01nI n1 Th. ArnPn namn and Innn am raniefnend mar4e of Arnpn • Spill Reporting • A spill of any chemical, oil, petroleum product, or sewage that enters waters of the state of Colorado (that include surface water, ground water, and dry gullies and storm sewers_leading to surface water) must be reported immediately to the Colorado Department of Public Health and Environment. • Release of a substance into a storm drain, or onto a parking lot or roadway as part of a storm sewer leading to surface water, is reportable. However, if the material can be contained and cleaned within the storm sewer system to the degree that a subsequent flow in the storm sewer will not flush the substance to waters of the State, it may not need to be reported. • Contact the appropriate identified response authority within the municipality or other designated representative and be prepared to provide details needed to report the spill to the necessary agencies. • Detailed spill reporting guidance can be found at http:/ /www.cdphe.state.co.us/op/wgcc/Resources/Guidance/sl2ilIguidance.odf and hW2://www.cdl2he.state.co.us/hm/si2illsandreleases.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 City of Centennial, Deparhnent of Public Works: Good Housekeeping, No Date. Cihj of Centennial, Department of Public Works: Materials Management, No Date. Cihj of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stormzvater Qualihj Pollution Prevention Guide for Municipal Operations: Parks Department Golf Course, January 2004. City of Lafayette, Spill Clean Up, No Date. Colorado Department of Public Health and Environment, Environmental Spill Reporting, January 2009. 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. • L� Page 4 of 4 • For More Information Utility and Storm Sewer Name �hJ 11 �7 �7 Address System Maintenance City, State Phone Description This procedure addresses utility and storm sewer system e-mail maintenance. Utilities include power, sanitary sewer, Possible Pollutants water conveyance systems, and the storm sewer system. Sediment Power includes electrical and gas utilities. Maintenance Nutrients of power may require excavation and reinstallation of Metals lines including open cut trenching or directional boring Hydrocarbons in landscaped areas or street right of way. Electrical and Trash gas line maintenance ensures services are provided to Good Housekeeping businesses and households without interruption. Waste Management The sanitary sewer system is cleaned as part of routine Employee/Contractor Training maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and Proper Cleanup and Disposal Procedures overflows may occur and can result in potential property damage and significant health concerns if not properly Related Procedures managed. • Heavy Equipment and Vehicle Maintenance Water conveyance systems are flushed and pressure tested as part of routine maintenance. Potable water Parks and Open Space Maintenance systems must be properly maintained to ensure delivery of water that meets State and Federal health standards. Spill Prevention and Response Failures result in water main breaks that can cause Street, Curb, and Gutter property damage including erosion. Replacement and Construction The storm sewer system is cleaned as part of routine Utilities and Storm Sewer maintenance and on an emergency basis in the event of System Replacementand flooding. Maintenance will remove pollutants and Construction ensure the system functions properly to avoid flooding. Vehicle Fueling Flooding, ponding, and uncontrolled sheet flow can result in property damage and increased soil erosion. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. 0 Page 1 of 4 Procedures General • Conduct routine inspection and maintenance on utility and storm sewer systems. • Where feasible, schedule maintenance activities during dry weather. Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed. • Wash and fuel the jet/vacuum truck per the Heavy Equipment/Vehicle Maintenance procedure. • Properly dispose of vac truck contents. • Stay alert for any signs of illicit discharges. This includes "dry weather" flows or pipes or hoses emptying directly into waterways or the storm sewer system. • Report any suspicious discharges or dumping to your supervisor. Electrical and Gas Utility Maintenance To prevent sediment, mud and particles generated by power utility maintenance from entering the stormwater system implement inlet protection, perimeter control, street sweeping, vehicle tracking control, stockpile management and material management BMPs. Restore landscaped or hardscaped areas promptly. Potable Water Line Flushing • Remove any debris from the gutter that could wash away with the water. If possible, sweep the flow line before flushing the line. Direct the water so that it is not flowing over exposed soil areas in order to minimize erosion. Water Line Breaks Contain spoils by building berms or installing rock socks around the area of disturbance. • Dewater the excavation by using a vac truck. • Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a water truck, through a dechlorinating diffuser, or other method of dechlorination. • Remove sediment from the street, curb, gutter and storm inlets as needed immediately following the repair. • Where needed, install a temporary patch or repave as soon as practicable following the repair. • If necessary, revegetate areas as soon as practicable following the repair. Sanitary Sewer Backup Clear line stoppage to prevent backup into house basements and manhole overflows. Page 2 of 4 • Contain overflows by using emergency generator, pump and/or a vac truck to intercept flows. It may be necessary to construct additional containment. Clean up spills by washing and vacuuming the affected areas. Lime may need to be applied for disinfection of affected areas. Lime must be removed once disinfection is complete. Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts Clean storm sewer system by manual cleaning or jetting the pipes using a jet/vacuum truck to remove the material. Do not temporarily store collected storm system cleaning debris adjacent to any surface water, storm drain inlet, or drainageway. Storm sewer system maintenance wastes may be either non -hazardous or hazardous. Solid non -hazardous waste may be disposed in a sanitary landfill or recycled. Liquid non -hazardous waste must be evaporated before disposing of it into the landfill or discharged to the sanitary sewer system with the approval of the local wastewater treatment plant. Hazardous waste, as defined under Colorado Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of at a permitted disposal or treatment facility. Replace or maintain "no dumping" stencils or plaques as necessary. Remove trash from trash racks and grated openings. • Detention and Retention Ponds • Inspect the outlet works and remove trash or vegetation from the trash racks and grates. • Inspect side slopes of the pond for erosion and reestablish vegetation as needed. • Remove and service fountains and aerator motors as recommended. • Report any suspected water quality problems such as a change in growth or appearance of vegetation. • Report excessive sediment accumulation, standing water beyond the designed drain down time or damage requiring additional maintenance. Drainageways Drainageways include drainage channels, ditches, grass swales, and washes. Inspect drainageways for erosion and repair if necessary. Remove and properly dispose of trash and debris from the drainageways. Remove sediment which could impede flow in drainageways. Leave an unmown buffer when mowing adjacent to drainageways to filter pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply landscape chemicals in the buffer area. 0 Page 3 of 4 U 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: Drainageavy Maintenance SOP, August 2007. City of Golden Stormzoater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. , City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Optional Additional Resources Municipal codes and ordinances that relate to utility or storm sewer system maintenance. Inspection and maintenance frequency plan for the storm sewer system. Specific instructions on how to operate applicable equipment. Instructions on how to track the amount of debris collected. Treated Water Discharge Plans for potable water maintenance. Page 4 of 4 0 For More Information Name Address City, State Phone Utility and Storm Sewer System Replacement and Construction e-mail - Description 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 Organics Trash Good Housekeeping Waste Management Employee/Contractor Training .Proper`.Cleanup yand Disposal ' Rrocedures" Related Procedures Hea.y: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 s Vehicle Fueling When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General Obtain all applicable federal, state, and local permits for construction projects. • The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development. ■ A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. • A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. 0 Page 1 of 3 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. 0 • 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 0 • Employee Training • Train applicable employees who perform utility replacement and construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform utility replacement and construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stornnvater 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. Cihj of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. 0 • Page 3 of 3 City of Fort Collins Regulatory and Government Affairs Division Fort Collins Verification. Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater 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 • 0 0 • C� SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT OR SPECIFIED PART SHALL INCLUDE: PROJECT TITLE: 7361 Concrete Maintenance Project Phase I — 2013 Renewal LOCATION: Fort Collins, Colorado OWNER: City of Fort Collins CONTRACTOR: Vogel Concrete Inc. CONTRACT DATE: May 16, 2013 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be asset forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO OWNER REMARKS: AUTHORIZED REPRESENTATIVE DATE City of Fort Collins Regulatory and Government Affairs Division City of Fort Collins Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 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. 12.0 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. x If you add anything to the wash water (ie—a cleaning agent) or if you have questions about the content of your power washing wastewater, . Revision date: 10/19/2009 Page 2 of 3 City of Fort Collins Regulatory and Government Affairs Division FCity of ortCollins _��. verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater please contact the industrial pretreatment office at 221-6938. Disposal into the City's wastewater treatment system may be done either by discharging directly to an inside drain, or by pump truck at the Drake wastewater treatment facility. Disposing by pump truck requires a waste hauler's permit, and a 5 cent/gallon fee will be charged. For fee information, or to obtain a permit, contact the industrial pretreatment office at 221-6938. F. Truck the waste to a different waste disposal facility. 3.4 Once wastewater has been collected, visible solids remaining in the collection area must be swept up to prevent future discharges to the storm drain. 3.5 A sewer manhole cover may not be removed for disposal to the wastewater system. 0 3.6 If you are working in an area that is serviced by a neighboring wastewater district, such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that . district's industrial pretreatment coordinator before discharging to their system. 4.0 Training Requirements 4.1 The training requirement associated with this procedure is knowledge of the proper management of power washing wastewater. 5.0 References / Related Documents 5.1 http://www.cdphe.state.co.us/wq/PermitsUnit/PoIicyandGuidance/powerwash.pdf 5.2 I:\RGA division\Illicit Discharge Program\Complaint Calls\pressure washinq\City power washing guidance.pdf 6.0. Records 6.1 The following records could be used to document activities performed: • Records of employee training with sign -in sheet. • List of power washing activities and departments responsible for conducting power washing. Revision date: • 10/19/2009 Page 3 of 3 • • For More Information vehicle Fueling Name Description Address Spills of gasoline and diesel fuel on the ground or on vehicles City, State ; during fueling can wash into a storm drain and cause water Phone pollution. e-mail When services are contracted, this written procedure should be Possible Pollutants ( provided to the contractor so they have the proper operational Metals procedures. In addition, the contract should specify that the Hydrocarbons contractor is responsible for abiding by all applicable municipal, Toxins state and federal codes, laws, and regulations. Good Housekeeping procedures Drip pans General Secondary containment* Fuel vehicles at approved locations (municipal fueling Automatic shutoff nozzles station or offsite fueling station). Signs . Provide spill kits near the municipal fueling location. Spill response plans Spill cleanup materials If fuel is stored in an above -ground tank, store fuel in enclosed, covered tanks with secondary containment Dry cleanup methods (e.g., concrete barrier or double -walled tanks). Employee training All fuel tanks will be inspected per State and Federal Related Procedures regulations. Heavy Equipment/Vehicle Maintenance = :, , • Periodically inspect municipal fueling locations for the Outdoor Fleet Maintenance following: Spill Prevention and Response For above -ground tanks, inspect tank foundations, connections, coatings, tank walls, and piping systems. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank. • Check for spills and fuel tank overfills due to operator error. • Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly. • Report leaking vehicles to fleet maintenance. Page 1 of 3 • Vehicle Fueling • Follow all posted warnings. • Ensure that the nozzle is properly inserted in the filler neck of the vehicle before dispensing any fuel. • Remain by the fill nozzle while fueling to ensure the nozzle stays in place. • Do not top off the tank of the vehicle once the nozzle has shut off the fuel. • Follow the procedures outlined in the Spill Prevention and Response Procedure to respond to any leaks or spills. • Clean fuel dispensing areas with absorbent material. • Never use water to clean up a spill. Mobile Fuel Truck Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain inlets when transferring fuel and fueling a vehicle. Use secondary containment when transferring fuel from the tank truck to the fuel tank. All gas cans must be placed in the secondary containment box/pan and remain on the ground when fueling. Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete, the funnel should be dried with a rag or placed in a container to avoid dripping fuel on . the ground. Employee Training • Train applicable employees who fuel vehicles on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who fuel vehicles. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle Fueling, August 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Fueling, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMPs: Municipal Vehicle Fueling, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June 18, 2009. Page 2 of 3 0 Optional Additional Resources Municipal codes and ordinances that relate to vehicle fueling. Locations of approved offsite fueling stations. Locations of nearby spill kits. Spill Prevention Control and Countermeasures Plan. Page 3 of 3 • For More Outdoor Fleet Maintenance Information Name Description Address Although it is recommended that fleet maintenance City, State activities be conducted indoors or under cover, it is Phone sometimes necessary to perform fleet maintenance e-mail outdoors (e.g., equipment is too large to fit inside the Possible Pollutants maintenance building, temporary repairs need to be made before the equipment can be moved to the maintenance Metals building, breakdowns, service calls). Toxins Solvents (degreasers, paint Some potential pollutants typically associated with outdoor thinners, etc.) fleet maintenance activities include oil, antifreeze, brake Antifreeze fluid and cleaner, solvents, batteries, and fuels. Consult the Spill Prevention and Response procedure and the Vehicle Brake fluid and brake pad dust Fuelingprocedure for additional information on those Battery acid topics. Motor oil When services are contracted, this written procedure Fuel (gasoline, diesel, kerosene) should be provided to the contractor so they have the Lubricating grease proper operational procedures. In addition, the contract Good Housekeeping should specify that the contractor is responsible for abiding Drip pans by all applicable municipal, state, and federal codes, laws, and regulations. Tarps Covered outdoor storage areas Procedures Secondary containment Fleet Maintenance Proper disposal of used fluids Fleet maintenance should be performed inside Spill cleanup materials whenever possible. Dry cleanup methods • If indoor maintenance is not possible, ensure Employee training maintenance is performed in a location where Related Procedures contact with stormwater is minimized, through Heavy Equipment and Vehicle berming and appropriate routing of drainage. Maintenance • Provide inlet protection (berms, weighted inlet Material Storage covers, etc.) for all adjacent inlets when work is Spill Prevention and Response occurring in close proximity to a storm drain Vehicle Fueling inlet. Have absorbent pads and drip pans accessible to capture leaks and spills during maintenance activities. • Keep equipment clean and do not allow excessive build-up of oil and grease. Page 1 of 4 Perform regular preventative maintenance to minimize the occurrence of leaks and major repairs. Recycle and/or dispose of all wastes properly and promptly. Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Cleanup spills promptly using dry methods (do not hose down). Consult the Spill Prevention and Response procedure for more information. Cleanup is completed only after absorbent and rags are disposed of properly. Body Repair and Painting Whenever possible, conduct all body repair and painting work indoors. Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding. Dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight, then swept and vacuumed. Liquid from wet sanding should not be allowed to enter the storm drain. Never discharge these wastes to the storm or sanitary sewer systems. • Minimize waste from paints and thinners by carefully calculating paint needs based • on surface area and using the proper sprayer cup size. • Clean spray guns in a self-contained cleaner. Do not dispose of cleaner waste in the storm drain. Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. All hazardous wastes must be labeled and stored according to hazardous waste regulations. Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers. Store new batteries securely to avoid breakage and acid spills. Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. Conduct periodic inspections of storage areas to detect possible leaks. 0 Page 2 of 4 • Do not wash or hose down the storage area except in areas where the wash water will only enter the sanitary sewer drain as an approved discharge. Use dry clean-up methods as often as possible. Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain. Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids. Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. When steam cleaning or pressure washing is used, only discharge wastewater to an oil/water separator connected to the sanitary sewer. When using solvents, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. Recycle clearing solution when it becomes too dirty to use. Never discharge cleaning • waste to the storm or sanitary sewer systems. Vehicle and Equipment Washing Vehicles should be washed, whenever possible, in the municipality's vehicle and equipment wash area/ or taken to a commercial car wash. Employee Training Train applicable employees on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform outdoor vehicle maintenance. Records The following records could be used to document activities performed: Record of any major spills and the action taken. Records of employee training with sign -in sheet. Heavy equipment and vehicle maintenance logs. Page 3 of 4 9 • References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. - City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to fleet maintenance. Chemical purchasing policies. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality's vehicle wash area. Spill Prevention Control and Countermeasures Plan. 0 Page 4 of 4 • Heavy Equipment and Vehicle For More Information I Name Maintenance Address City, State Description Phone Regular maintenance of municipal vehicles and equipment, or e-mail municipality -contracted vehicles and equipment prolongs the life of the municipality's assets and prevents the leaking of hazardous Possible Pollutants 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 performed. Related Procedures Material Storage • When drip pans are used, check frequently to avoid overtopping and properly dispose of fluids. Outdoor Fleet Maintenance 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 Page 1 of 4 0 SECTION 00640 i CERTIFICATE OF FINAL ACCEPTANCE 20 TO: Vogel Concrete Inc. Gentlemen: You are hereby notified that on the day of 20_, the City of Fort Collins, Colorado, has accepted the Work completed by Vogel Concrete Inc. for the City of Fort Collins project, 7361 Concrete Maintenance Project Phase I — 2013 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 May 16, 2013. 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: 0 • Vehicle Maintenance • Conduct routine inspections of heavy equipment and vehicles to proactively identify potential maintenance needs. • Perform routine preventive maintenance to ensure heavy equipment and vehicles are operating optimally. • Recycle or dispose of all wastes properly and promptly. • Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Body Repair and Painting • Whenever possible, conduct all body repair and painting work indoors. • Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight on the shop floor, then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer system. • Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size. • Do not use water to control over -spray or dust in the paint booth unless this wastewater • is collected. This water should be treated and permission granted by the wastewater treatment plant prior to discharge into the sanitary sewer system. • Do not dispose of spray gun cleaner waste in the storm drain. • Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management • Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. • All hazardous wastes must be labeled and stored according to hazardous waste regulations. • Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers (for example, oil drip pans with used oil in them should not be placed next to the used oil tank). • Store new batteries securely to avoid breakage and acid spills. • Store used batteries indoors or in secondary containment to. contain potential leaks. Recycle used batteries. • Conduct periodic inspections of storage areas to detect possible leaks. Page 2 of 4 Do not wash or hose down storage areas except where wash water will enter the sanitary sewer as an approved discharge. Use dry clean-up methods whenever possible. Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain. • Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids. Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. When steam cleaning or pressure washing, only discharge wastewater to an oil/water separator connected to the sanitary sewer. When using solvents to clean parts, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the sanitary sewer or storm sewer. • Vehicle and Equipment Washing Vehicles should be washed in the municipality's vehicle and equipment wash area/ or taken to a commercial car wash. Employee Training • Train applicable employees who perform heavy equipment and vehicle maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform heavy equipment and vehicle maintenance. Records The following records could be used to document activities performed: • Record of any major spills and the action taken. • Records of employee training with sign -in sheet. • Heavy equipment and vehicle maintenance logs Page 3 of 4 0 References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to vehicle and equipment maintenance. Chemical purchasing policies. Loading and unloading bulk materials. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality's vehicle wash area. Spill Prevention Control and Countermeasures Plan. Page 4 of 4 • SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Vogel Concrete Inc. (CONTRACTOR) PROJECT: 7361 Concrete Maintenance Project Phase I — 2013 Renewal 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or • assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the . benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20_ CONTRACTOR: Vogel Concrete Inc. Title: ATTEST: Secretary STATE OFCOLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of Witness my hand and official seal. My Commission Expires: Notary Public 20_, by _ u 0 • SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Vogel Concrete Inc. PROJECT: 7361 Concrete Maintenance Project Phase I — 2013 Renewal CONTRACT DATE: May 16, 2013 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , 20 (Surety Company) By: ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. • 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) 1 DO NOT WRITF IN THIS SPACF The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 - CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: $ Fax Number: Business telephone number: Colorado withholding tax account number: Copies of contract or agreement pages (1) identifying the contracting parties EXEMPTION INFORMATION and (2) containing signatures of contracting parties must be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 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 (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: 1 declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Dale: DO NOT WRITE BELOW THIS LINE 1 SECTION 00300 BID FORM 0 0 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 00700 [CM 12I:7_\ Weis] ► I k 11 Eel ► 6.9 0 0 GENERAL CONDITIONS OF THE CQNSTk(ftTllON- CONTRACT These GENM R-AL CONDITIONS huve iieen,developed by using the. STANDARD,GENERAL CONTE)ITIONs Cirfim CONSTRUCTION 'CONTRACT j)fcp:uTd,!)Y flic: Eh&crs joillf -conblact, Dockiawnu C' I oniinit - tc I c, F,.JC I I X_'�W. 141 6-,8 (1()y(j I- did6h), as a Base_, Changes to ;dint document are showti,by widQilining text that lias,lxcn added and .strikinp thro42h text lh;il has'been delelfcd: 0 FJCDC. GENERAL CONDITIONS'] 910-8 (1990EDJTION) WITH,crry OF i.'w:r COLLINS MOD11,1CATIONS (REV 9/99) 0 Article or Paragraph Num6er Y Title DERNTTIONS TABLE, OF'CONTE14-S.OF b17NERAIL CONDITIONS Page Article orYNriSf9ph Numher Number 8-- Tit Ic 1.1 Addenda I :2 Apremerit .............. ...... 1.3 Application for Psyament ........... . .......... 1.4 Asbestos.... .............. I ............. ....... 1.5 ,dr 1. 1:6 Ui dding' Doc'u'm eins... . ................ t :7 Requiremerus .. ...... ............ 1:8 'Bidding Bends,,, .:...... ....... ............. 1:9 Changc 0 1 r I der 1.10 Contract Docinnents I 1.11 C6finict Price ' 1.12 Contract Tintes_., 1-.13 CONTRACTOR 1.14 if�/erriver 1..15 Dtawing 1.11� I-,ffcciive Daic'of'the Agreement ........ . A. -.7. 1.17 . ENTOMER ..................... . . ...... 1.18 ENGWOM Consu fifin, ........... 119 Ficid order ......... 1 ;29 General 1.21 Hazardous Waste 1i22.2 1.aivs and Regulaticni%,a �vs or Regulafions_, .......... 1:22.11 Legal Ifolid ........... ............. 1.2-3 Liens .................. I.........-........ ........ ­ I Nlilestorte............. ... ------ ................. ) 1.25 Notice of�'kward__, ....... ...... �2 J _6 Notice to Proceed .................. I- ...... 2 1.2.7 01 ' NNIER ............................................ 128 Partial Utilization ................................ 2 2 1:30 Petroleum,, ... 1:31i Radioactive Maictial .......................... 1.32.h Re&r- W daoekirui Hours 7 133 Resident Project 1.34 Samples .................. ................ 135 Shop Drawings..._........_... ...... 2 1.36 spxcifications ........ ... : ... --- ..... : ........... �2 : 1:37 Subcontractor,,,,,,,,,,,,,,,,, ,, .................. 2 138 SubMntirl C66.Ikimt 2 1.39 SuPplenientary Conditions ............. 1.46 Supplier ...... iAl Underground Facilities---�� ........ �_.2-3 1.42 Unit Price Work. , ..,,........ _3 IAWc-r'k ............................ : ...................... 1.44 1.AS Written Amer lment .......... Page N urb ber, PRELIMINARY 1AATTERS-. ..................... .... 7-3 .1 Delivery of Bonds............................3 Copics of Documcnts, 23 Commencement orConunct - Timm,Noti6c to Proc&d I 1 1 1 - ........... 71 2.4 Starting the W(krk ................... 3 2.5-2.7 B e CONTRACTOR'S Responsibility to Rc-p,ort;-Prcli'n,ii'nary.,Schc"jjic,, Deliver a y of Cerfific tes of Insurance 8 Precofikruction Conrerencc_., 4 2!9 Initially Acctptable:Schedules; ....... A CONTRACT DOCUMENTS: INTENT, AMENDING', RhUSF ............ __ .......... _4 .1 1 -3,2 Intent ............ 4 'fications of Technical Societiek, Reporting kind Resolving Dism - 11 .1 3-4 Intent 6 fC erta i o Terms or, Adjectives' . 'qtIvcs', ............. ....... 3;5, Arnenditua Contract Doctments,....,j- 16 n L .1 .. I- Supplemant,tng Contract Documents 5 3;7 Ruse of Documents ......................... .5 AVAILABILITY ()F_I-Ajll)S, SUBSURFACE AND PHYSICAL CONDII;IONS. REFERENCE POINTS,_ ......................... . ............ 5- 40 Availability of Lands,,.,;,., 4:2 Subsurface and Physical , condition-%................... .... -..6' 4r'2'I Reports and Dfawings ..... ........... (i 4.2i. 21 Limaid R - 6'liquee by CONTRA(- TOR Authorized: Technical Data ......... 4.2. 3 i Notice'ofl)iffertng Subsurface or Piipsical Conditions .................. 4.2.4 FINGINIEER's .......... �6 4:2-5 !Possible Contmet Docutuents Chane ............................... ......... 6 4:2:6 Possible Price and3imes Adjustments ...... : I -7 4-3 Phygiml C'Onditians--(lndergrc.und ............ ......... 7 43.1 Shownor Indidued F.M. 7 43.2. Not Show-n or IndiLated.,.,.-, ...... �._7 4.4 Refercricic Poirits, ........ ; ............. I'JCDC GUNDULCONDITIOns 191w8 (199 1 0 FDITIQN) v'i oTy or rORTMIJAS MCiDTFICATIONS (REV 919�9t 'Article or l);iraPrsp'h` pagc Artielc.or Itar 3graph I-,agc -Nu6ibcr & title `Numi-kr Mniber &Titic.Number Vblistos, PC-BsP&roJt:6m. -or 6r2,5 ..Subiffiiiiiii Proceed ures;CON- - . f ii-ir-2nd'ous- Waste T R ACTORS Review Prior - - �vc' Radiogit W ral-.......... br6wi-fi' "0' _P or Sample hmrttal Su' 16 130NDS�AM) I NSUOAM;h . ................... ...... X :6L)6, 'ShWI - V awit g &Sampl�e S�iihmit- D. 2 , " - -- - t " J, Otlier j�erfarmancc,, I -a mien an �ttiisReviewbyUNGINEER, ... _16-17 Bonds 6.27, Resl5onsibility or Variations 5!3 'Licensed Sureties anal insurers: 'From Contract Documents, 17 IS 6.28 Related Work PerFornied Prior CQNl RACFOR's Liability''•to FINGINEHR's R6view'a6d. Insurance, ................ ............. 9 Approval of Requircd *lj OWNER's Liability isuranw,, S) bm,ttals 'Su .1 17 5,6 Property InSUTance.,_, ...... I ...... I ...... i.9-10 6.29 Continuing the Work,;z--. 17 5.7 i3Lil e�r and Machinery Or Addy- 0.30. CONTRACTORS General tional Property Insurance ....... _,ji) Warrantv and Guarantee.,,_ ......17 51.8 4,10tice of Canedilation Prokisian._._ J6 6.31 =633 Indemnification ...... ...... �i;q CONT P AC T OR's R�,5poiisihi I i ty �5.33 4 Survival of Obligations I s I ......... 1 8 I for Ded Amounts I urtihic Amodn� ... . ..... S.1 o Other Specie] 7'PTI WRWQRK_. .11 Waiver of Rights ................ ------- -'11 7.4�,73 Related Wort: at Site 18 5.12-5,13 Receipt and Appl iaiti on of - 7A Coordinatioti..,., ... 18 Insurance Proeecds ............... ...... 10- '11 5.14 Actept9ric"c6r6o nds "Ind Inau-' R. MWFWS RFSMNSIB- TLITIFS ..... ........ 9 ance-,iOptiontoRcp1nce_,.. �j 1 8.1 Communications to COK 5.15 tial Utilization-L.Aoperty TRACTOR ..................... 1 8.2 fZeplactimontofENWNTEER IS 8.3 FurnishBata andP,,.iN,NompIlY 6; C6NTRArroR!_s.RFSP0NSI HILITIES ...... ...... _ ],,I WI) efi, I )ae 6, 1 6.2 Supervision and Superintendenvp 1 8.4 :Lands and Easements; Reports 6 3,.65 I'laimi, 11,4atcrials and Hquipaient., . U -1 and fusts.. . ..........18-19 .6!6 Progress Schedule, .......................... _12 8.5 insuran6e...i ....... ............ ........ 19 6.7 U s and %X-E� 61'I Items-. :Subs'l Le u 1 'i 8.6 CONffkACTow.s Expense; 87 inspeciions. Tests and suhs,titut, e'Construction Approvals;., ......... .19 _Wihiods or I;roccdurm 8.8 Stop or Suspend lkic.wk; VIM; 14,1 6' R'i � F%;a I us I i an 3-.l 3 Frcrffi-inate cowRACI'ORs '6:8fi. 11 Coric Foing Subcorit'raetor I s. Se . in;ices. Suppliers and Others: B.9 Limitaticins,on OkVNEIVS Waiver grkighl%.,_ Responsibilities, ................. .:19 (;.I2 .... ............ Patent Fccaand !Zoyaftias................. 14 9,lo Asiie',6, PC­R's,,p'i2tiolcam, G: 13 Permits,;,_:, ........ Hazardous Waste or 6r'14 La , -and Rcgu1anons . .......I .. ...-... '14 Radjoa6tivc Mat r al ...... ly 6.15 Taxes 14-i'5 8.11 E�viaence,of Firanc.u.l, &1 (5 'We'of-lPieimi : ........ 15 ArTanLi:nicritzk 19 6117 Site Clean] iness. 15 6.I8 SAf'e S."citural Lcoding ............. ......... 15 9. ENGENEERS STATUS DURTNTG 6.19 Record Documents .... - CONSTRUCTION., ... ...................... 19 620 Stif etyandProtebtion._ -j 16 9.1 OWN Rs RepresentiiiVe ...... 6:21 . Safety Re riientative ....... p 16 9,1 Vilfts; L .......... 19 �6.22 Hazard d ComImuniction Pr..n.g..r.a.. ­I fi 1 Project 'leepresinwiVIe�..1... ........- 6.23Emergencies .niq­ �.4 Chirifications andjnterprez 6._4 Shop Drawingsand Sarn pl6.,... ... :16 taiions. .................. 19.5 Authorize'd Variations in V W*-k,.' .21 ffo 0 EJC,W�GENERALCONDIHONS1910;8(]91jor 1) MOM Artielc'or'Paragraph . Page Article or:Paragraph Number&-Titic Number Number& -Title 9.6 Rejectin_Dtjecpte Work,;,,,;,,,,,;'rl 13:5-13.9 9.74,9 $hop "ra" mgs, Change Orders and Payments 21' 13.16 gat) Detcrmmatirnsfor Unit.ricc4„ 21-'_'_ Unit.. 13A1. '9, 11-9.12. .. Decisions on Disputes; - NEER as Initial lnterpretei,;_"_- 13.1' 9.13 Liniiiationson,ENGNEER's 13!13 Aulhorityantl'Resppnsihilities ,22=3 13,.14 CHANCi6'S IN THE WORK.; .... ; ............ lu.l UIUNER's Ordered C h Inge,_,,,,,, r3 19: 10.2 Claim for Adjustment,,,,,,,,,,,,,,, ��� , ,,,,_3 103 WarkNot Required by Contract Documents,.- 23 10:4 ChangeOrdcrs....... ..................:..:....23 Itt1.5 Notificatiin of Surety 33 CHANGE c)P'c.ON 1'RaC 7 PR1C6...................:...... LLf-:11.3 L.ontrait Price; Claim for Adjustment; Value of the Mirk -,------ -- a-,21 u.4 , Cost orthe'Work ..........................,d-'; 1.13 Esclusidns to;Ccst of the lVorh,.,,; ...... 35 11.6 CONTRAdk. k's Fee-,,,,,..._,,,; 25 l 1.7 Cast Recor is 25 26 11:8 ........................... Cash. alloivanccs:.:............... . 11.9 Unit Pricc Work ................................ 6 CHANGE OF CON'TRACT TINES,, 16 12;1 Claim for.4djustmcnt........................ 26 12 2 Time of the Essence ..........................26 L3 Delays BeyundfiONTRACTOR's Controt". _ _.. 26-_7 12A Delays Beyond OWNFR's and CONTp-NcTOR's Control;;;27 TESTS AND INSPECTION& CORRECTION ,REMOVAL OR ACCEPTANCE; OF D=-CTI6T WORK..........:......:.... 27 I3.1 Notice or Dale-cts..... ................ .....r:J 13:2 Access to the Work:, ................... 7 l33 Tests.and insjicctions: CONT RACIOR's Cooperation 27 13.4 OIVNER'sResponsibilities; Independent, Testing Lnborntun:.,,,,, _7 135 C.ONTR.ACTOR's Responsibi I ities........................:.... 7 '13.6-13.7 Covering Work Pribr to'Irispcc- tion. Testing or Appiotal,._- ., .-27 IlneoQeriri&Worksit ENGI- ,[?age Nulllh r- NEER's Request ......... ......27-29 Olvtv'ER \4ay sf6li the Work: , 2S. Correction onRcmovnl of Dcf"tiv`Work ......................:28 Correction Period 28 Acceptance ofDefecriiv Work ., , _23 OWNER May ( orrect_De(eclivg PAYMENTS'10'CONTRAC TOR.AND COMPLETION,....,. - .,.:.:,_,,,. - ' ='_._29 14.1 Schedule of Values , , 29' 14.2 .Application for Progress Payment;_ ........: ....... 29 I'4:3 CONTRAC I'OR's Whrranty of Title _.. 29 14;4 14.7 Revlea of Appllcauonkfor' progress :Paymrenla............... ^9 3Q 14.S-14.9 Substantial Completion.,_ 30 14.10 Partial Uiilization ,:._..... 0?31 14.I1 Final Inspection ........................ .... 31 14.12 Final Aliplieatlor;for Payment ........ 31 14.13' 14.14 Pinaf Paynient mid Acceptance„_,;:31 14,15 Waiver ofClatms . , 1-31 15. SUSPENSION OF WORK AND 11 RMIN_ATION :32 15 1 OWNER May Suspend Work . 3-115.'_-15.4. ( WNER May t'crminate, .............3 15.5 CONTRAC'TORivlay Stop Work or Terminate,.,,,.. 32-33 16. DISPUTE RESOLUTION) , 33 17. MISGEL.LANftOLN._.:................................. .:...33 17.1 GiungNotice ..,33 17.2 Computation of frmcs;,,, 33 11:3 Notice or Claim ,:33 17-4 Cumulative Remidies...... ,,33 I715 Prol'essioital Fees and Court Costs Iricluded...........................33 17.6 Applicable State Laws,,.,. .... 33-34 Intentionally left 'blank... .... - ............................. 35 E-XBIT GC -A: (Optional) Dispute kisolution Agreement, ......... GC -Al 16,1'-16.6 Arbitration GC -Al 16;7 Me(ltation_ :. : ................... QC -Al 'Li1CDC GENERAL CO�1-11033151910-8(1990 M)IT169) wl c7TY OF i'QRT Ch1.I.fN5 A70DT{lCAT10N- (REV 90?1 • • 11 0 FNDVXTo-,'cji7,Ni-.,RAi,. cwjmONs, ,eity'of Rim C611ins fn6dificatinfisj6A6 Gctieriii C9tiditi6tjs of the C01i:girLetirm"c6ritrict 4not Miolefvin,thlsjndeii Artie'le or Ptifegraph Number Aiiceplance of — Ponds and Insurance .,,,.. 4iq/ective Work.. ..... ......... __11041, 13.3,: 13.13 Hat insurance. , .. .... ...................... other13�- Work, 'CONIRACTOR, 'Substittites ......... Find "Or-13 util" Item_ 67 :l Work by OWNMR ............. ......... ...... 2.5, 6,30, 6:34 Accm to the -- ,Lands. OiVNF.,R'anfd<,()�11'1'kA(4'1'<1R: responsibDic's -4.1 :site. reiatcd� . Work ...... ........... "fork . ...... ; ...... ; ............................ 13:2, 13.14, 14.9 Acts or Omissions--, Acts and Omissions-- . . Co-'i-mACTOR z.. ............... _49.1, 9.1,33 'ENG]NrFr.R .......... ...................... 9.13.3 '0�%. ........ ... ­­_§.20, 9.9 Addenda-0clinition'of (also see .'definition 1.10. 6r1 9), IA `Additional Propeity I'm .Xrljustincnts= ConLiact Prici or Contra*61 4.1. 4.3.2,445,20 ....... a 3, 9-4. 9.5, 10.2- 1 0A, ...... ....... 11, 12, 14.81 15 5.1 .Orogr6s schedule,,, ...... 4 .............. ...... Agriementl- deCjfiiti6n of 1.2 policy form ... Insurance, f, .. . ...... __.5..6.5 -AilowAnce,s. Csi]sh, ............................. .. It.R Xitiending !Contract Documen,14 ... 15 Amendnient; Written--. 'iiigeneral., ........... _ I, 10, 1,45:3.3, 510, 3,12, 6.6.-2 6;19, 10.1, 10.4, 11.2 I 131. 12.2, 1 4.7.1-i Appeal, OWNER or CONTRACT_ OR intent to i? 10 9.11 10.4, 16.2, 16.55 Applic-dtion fol Wvmnt­ Ofqlninon of ............... .............. ):3 FNCTINUR's Responsibility ............ 9,9 ............... final pa)7rient 114: 9.-13 1 4N ]A.] 2�' 15 in general ;248,2). 5.6.4;'9.10;.15.5 progress payvenl, .... ...... 4.1-143 14.7 Arhitration .......... '­1Ar4- 1 -'16:6 Asctos— cwnis pursuant thereto: ..... 4.5 -CONTRACTOR authoirized to stop Work ......... . 4.5.2 defirfition of 0 'Article oir Paragraph Number (.)WNP'.P res,ponsibilifv.fbr.............. ............. i4-3. 1, 1 (L &;rsibI6 pri&,and timcs,61ihiige� .... 4.5.2 Authorized Vahmions in Wurk ........... 6.25. 6.27, 9,5 Availability ........ . .................. ................ 4.1, 8.4 .6fLands I Award, Notice of —defined 1.25 Before' Starting Construchoit ........... ............... 5 - 2. 8 Hid--definiition of .................. 11.10, 2�3�,33, of. .......... . ....... J:6 (6:8 2) Bidding RcWir�rrients-.-definitim 6f 0 1.1, 4,2,6.2) Bonds — a ' cccptancc ... .............. ...... 10.5. It :Cbsi or the Work..... ................ ....... ........ 115.4 dc5Aiii'O'nof, :. -----------­..:::.........A-8 delivery . ...... 5,1 final Application for Ilayment I 4. 1 -2-14-14' 84yincral ;..� ... ........ ... ........... 10,, 5. 1 -5.3. 5.13; ' - - 9.11:' 10. 5. , 14. 7.6 Perfurmance, F%ymcnt and Other.,;. .1-5.2 Bonds'and..lrs.uranc,e­in gentra!_, ....... .................... B'uilder's , risk isk"all-risk" , , policy, form;. ....... .S,62 Cancellation Proi4si cm, insurance;. 5A. 11, 5:8, 5: 15 Cash`Allriiva.n.ces ........... I ................ ........... 11.8 Certificate of Substijitial 05ni,11316tioh ....... 138, 6.30.2.3. ....... ....... ............... JO, 14.10 Certificates of - Insp cction '9:1 , 3.4 13.5, 14.12 Certificates of lnstirinict�-' Ir7 53. 5_4111. 5,4, 11 Change in,Corarfict Price-- Cfi�sh Allowances.:,,: ........ 1.8 claim for adjustment,-,,,,... .... 4.1. 4.2.6, 4.5. 5.15. 6:8.2. 9:4 0. 11, 10.2, 10.5; 11. 2 119. 15.1.15.5 CONTRAC.TOR's fee 1 1 1 ...... .... 1. ........... ....... C ost of the Work gencial...:..........................:...............:.I 1.4-11.7 E.xcltisiciis 1.5 Cost Records: ... ............. 11 7 in gcncra I..; ....... 1 9, 1.44, 9.111 10-42, 10.43, it Lump silm Rich Notificbtion 6fSuroq-.',. ....................... (15 , i Scop.C.of,,, J 03-10.4 Mork.................. ............... '13.9 WCDC GENUCALCONDMONS 191U-8 0090 EDITIOM wt'bTVOF PORT ObLUNS MODIFIC;TIONS'(MV 91") Unit Pride Work, :..........................................I 1:9 Article or Paraeraph Number L'eiis Valucorwor............................ .......... ......... Change in C Ti qn!ract mes- Claim for times adjiL%nnent 4.1,.4.2.6, 4.5, i.15, .. ........ 6.9 -2: 9 9.��, 9.11 10:2; 10.57 12.1. .......... 13,9, 13.13, 13.14, 14:7, 15.1, 11, 4; Contra-clual time limits..,.... Dielavi Lxvond CONTRACTOR'S cont I rol__ .... ............................ ...... ......... Delays beyond OWNER's'and CON'TRACTOR's control 12.4 Notification of surety, Scope of c1rimew.,_, ........ I 03r I D. 4 .qhange 0 ders-- Acceptaficc ofbe(ctive Work ................ 1113 Amefiding Contract Docum unts ............................ ................. ?, 5 Cash Ailnivanc6R I .......... Charige 6f Contract ..P�.ice.._, ............ I I Chanue of Contract Timeg ........ I e or, ChaogeS In W' k 10 ' coNTRACTOR's fee ........... ............................ 11.6 c6st , of the Work ........... ........................ ' I' - IA -11:7 C;oq Rec(1rds.,t,,_, .... z ......... _,-_1 .........-=,:11.7 ae'riniti'O'n of ............... ....................... .emergencies........... ................. ......... 6,23. LNIGINEEIs responsibility ... 11.2, 12.1 Cxccuiion of ................. - ..... ..... ; .... I ... 1. ... Indemnifictioij .................. ...... (). 12, 6.16,'6.31-,6.33 Insurance, Bon&adi 5. 111, 3zI 3, 10.5 OWNER may terminate ............................. , J5. 2-15A OWN�E]R!s Ries .pmsibiliiv --------- ............ 10.4 Physical Conditions-- Subsurface.ancl, ............ ................ ; ....... ... 4,2 Underground Record Uocum cots_....... .............. ...... 19 scope of Change;,,,,- ...... 10.3-10.4 Substitutes .............................................. 63,37 6.8.2 Unit Price Work ............... .... ; .......................... 11.9 value or Work, covered bv ...................... ........ - 11:3 Changes'in the Worl;.... ........ ...... ...... 10 'Notification of guict�,- ........... I015 'OWNER'slnj CONTRACTOR!s responsi bili ties_:...- 10.4 RiL,ht toan adjustment., .......r ........................ . .. 10,2 Scope of change ................. I ...................... 103-10.4 Claims -- ,against CON . I' RACI' ' OR. ................................. ,_616 ' agqinst E?\'g[NEFR--.- -, -------- against OWNER. ........................... --...631-1 Change of Contract price .............. 11,2 Chang - c' ofContract ... 94,12.1 c6NTRACTOTs-.,--,,-. -4..7,I,9A.9.5,'9.II,10.2. ........................... i 1.) 11,9, 111, 13.9, 14.8, ......... .............. ............. I i. L 15.5.-17.3 CONtTRACTOR'% Fee _:1 1.6 Article or Paragrooh Number C , ONTRACTOWs liability ............ 5.4, 6:1 6. 16,631 Cost orthe Work 11 A. 11.5 t)ecks lons on Disputes ... ..... ............ 9-1 1 '912 Dis7'4es Fesolution ; : ; 16.1 DisputeResolution Ageemeni ..................... 16A 46.6 133NGINTEER as, initial interpictok ....... I Lump SunlPricing ._,-w,- ......... -'-.11.; 3.2 Noticc,of ...... . .............. .......................... 17" OWNFI Z's ........ .......... :)1:9.11. .. 10.7 -2 11 11.9 --12.1. 13.9-13.13. 13.14, 17.3 - OWNERs'lillbilit) ........... .. ........ " O\\CR may refuse use to make payment,,,, i� .......... �;___14;7 .Professional Pees and Ciour.Cosis Included,-.:....7.5 feguest role mental decision .......... q:;;9-I 11 Substitute Items . ..... - ............. ................. ... 0777 1-2 Tirfic Extension . ........ . ....... ............. . ............... Tim e,reqUil'Cal ents_ , ................ 9A 1, 1'. 1 'Unit Pri6e Work- ... 1.9.3 of........................................................... J.1.3 Wairver or--o n Final Nymcfiij',.,, '14'A4,-I4.I5 WorkChange'Directive VU written nolice ieqU'ff'�d Clarifications and Interpr6tatlions ............ 3.63.'9.4' 9.11 Clean Site ---,.(.17 C'rI" of ,re7c;liI 1 C h--a' I or Association ........ }3.3 Cam in,encem cot of c6niraci Times 7,3 C.Ommuniciviions-- 6.9.2, 8:1 Hazard Commirnicatioil Progrttms., _i_:-_6.22 Completion -- Final Application for Nypicilt ...... ......... ... 14.12 Final 16-st3catio6 .......... ............... .... 14.11 Final. Pa "' t and Acce' ymen - ptsnce -------------- Par661 Utilintion, ........................................... j4.10 Subsuihiial Completicm ....................... 1.39.14.9-14.9 Waiver or diims .......... : ....... .................... j 4.14; Ccmpiiintion of Times ...... ........................ , IT11.17 2.2 Concerning Subcontractors, suoplirs ano biller% Conferences -- initially acceptable schedules ..... 9 w. preconstructioll ....................................... ...... 2.8 Conflict, Error. Ambigulty,-biscreponcy- CONTRACTM-to Report__ 1-2.5, 3.3. 2 Construction, before startine. by CONTRA( , -.TOR ... ; ........ ............................ _16-277 Construction Machine ' 'ry. Equtpment, etc;„. Continuink the Work .......................... ........... 629. 10.4 Contract Documents - Amending ..........................................................3 -S - Borick ...... aJ- I GENBRAL,C70M)ITIONS 1910-8 (1990 EDITION) wl jC7TY Or FORT C01.1.1N.1i M0D1n('.A'no,,,5 (REv 9199) is • Cash Allowances....................:.........................I l'g, Stop Work requirements ................ I ........... CONTRAC-TO'R,s— Mi'cic or Paragraph Number Ailicle,qi. Niiigr.9ph, NT ber , _ Chan& of Contract Price 'ChangeofContract Times --, 7,7 ­��­� ....... , 1, , 12 fi, es in the Work n�, , , 210.4-10.3 check and vcrif............ ......... ......... laiifcmionsand detmition of Ijio -ENIGINMER as initial ihic C�[ of ................. ­9 11 Insurance.., Intent ......... 11 -3.4 minor variations in the kVxk ............ ... I ............ 3.6 'OkKIFWs responsibility to furnish dam.... ........... 8 - 3 . WiF 0" Ts resp�insibility to mriW prompt payment:..... ....... $73, 1.4,4, 14:13 precederipe, ;,M, 33.3 Record'Documents 6. 1 19 Reference to Sthn.dtirds and Spe ei fiont ions of Techn.ical Soci.qticq ...... ................... 33 Related Vvlork .......... ...... ........... Reporting and Resolving ,PeUSE j.7 ....................... ; .......... I ...... ........ ........ 8.2 :1.11hit Price %Vlork._ ..... ; ....... ...... 11.9 Variations.; ...................... .... 3.6, 623, 6.'27 Visits 'io'Sit, HNGINFFN ....... :­ 9;2 Contract Pricez- adiusiment '.4;L9.4,10.3_11;2-1 1 3 'Change of,, Dec-ision ohDisputes.,..... ,dcfiniti6n,of ........... ....................... ...... ....... ,Cluinge of..: ..................... __ ....... ........ ... 12.1-12.4 Commencement of .......... ................. .......23 .. definition of .................. * . .............. CON11RAGTOR-- Acoeptancc of Insurance,,,,,,;,,,,,,, ..... ............... 4 (;uMinunicationsk ....................... I ...... Continue \iVork coordinati6n and schedUting,' Ofinition of ....................... ................... 13 1im tied Reliance on Technical , Data Authorized......:...:. . ............ 4.12 .May Stop AVork.or-Tefinintite.- ........ 15.5 .provide site access to others ......................... 7.-2, 13,2 saiety:Eknd Protection., ................... 4'3. 1.1 6 16, 6.21-6.23 7.2: 13.2 Shoo DraNving and SamplgRegiew prior:to submi'dai ............ r ...... Conipcnsatlon -------- 12 Continuing 0 h I -ig at it o n 1 1 4:15 De fiective Work: .. ............. Duiy it) correct de 13, f I Duty, to Refortm- uctit the I and patent F Perform: perm4a, he Work caused by cy.; ..... ........ ...... ...... ot k, of Otfiers idi'tio'ns 4Z3 in_Docume.n1%,.1 ...... 2.15- 3 3,2, 6 14.1 ITE(cilities not,indi6ked .......... 14.3.2 .............. ;.L. ............ . .... .......... 0.23 ,,Nchin6ry Rental. Cost ............ 1:4,5-6,;l 1.511, 11.6 Y *'Gluarant"...; ..... ; ....... ication. Programs 116.1(. 6.31-6.31 Worh........................ ...... 7-3, 13A Nand F quipmenj... tions,� Compliance cc S 4 ;..P:io, iO.4 form and complete ............ ............... ; .... (,,30 Zqyrili(ies; paid for by .. .......... f).12 I (Mcr bonds... .... 5.1 I and Paid for by ....................... 0:13 ..... 2:6. 18. 2,9. 6.6. al decisionon�disputcs„,_ Cbfirig6%� in t,-h6-W6fk ....................... : ............ 10,1 C*e,rniriL,Subc6n , tractors, Suppliers and Others ....... 6:8-6.11 ... �,ominuiryv the I Work 029, 10.4 Nutv'TOR's expense..., .......... (0.1 QQNTkACTdTs beneral Warranty and Gbararitce. . ........ CONTRACTOWs revicw prior wShop, Drawing or*Sam.ple submittal,,, , ... , , 6,25 Coordination of WorL.__.. &9.2 Enlerge.ocl I CS ................... G. 23 or ()T­_BquaO Items' For Acts,and Omissions oOthers.....:9�16,9.2,9,13 f 11 11..... .... : .............. '6 for, deductible am ounts;Jnsurirnce ....... ......... :5.9 ......... ........ : ........ 5"7.2, 7.3. 9.9- amicatio'l-i Progxiinis,,_� 2 6:31 -6,h EJUM CENUUN I LCONDIHONS1910-1i1(19�JUEDI-nom vvl' e.1TY, OF FORT MI.T.INS MODMCAMNI'(PTV 9199) Labor, Materials and Equipment .............. 6-3-6.z; LaNi•sspdl. Ri:gulati(ps. ....... ------ 6.14 Liability Insurance; .................. 5, Article or. RaragrIipfi -1 1 ; N6a&r Notice of.variation from Contract DQcuIIIcnI5 Paient Feeis and Royalties: ............................612 Permits. ........ 0.13 Progress Schedule gr 6.6 Rcc4d 136cunicints .................... G 19 iclated Work performed OHoQ6 ENGNITEER'Ziaporavai or required S Ubminals safe Safety and Protection,,,,,,,,,,,,,,,,,,,, G.20, 7.2, 13,-2 S6fety Rermntat" 'p IVe. 6.2 1 Scheduling the Work...:........ ....... w.Ag,' Stu) 1) aw ngs and Snmp!es....... ..........0. 24 Shopjirivelings and Saniptes Revicw by ENG D\T- ER ..... Site Cleanliness,. 17 Submittal Procedures ............................... 6.15 Subitiiut6 Construction.h4c'dic&S and Procedures.--,.., ........ ......... 6.7.2 Substitutes and 'Oi-Equal" 6CM3 ...... --;. ...6. 1.1 Supeiiraend Brice ............................................. 6 Supervision ..... ....................... ­­1 ....... Survival of Obligations................. ........... 0,314 Taxes............ 6 B T P'ts and I ns'P'j&'cticns ................................... To Report ................. ­1 ............ ).5 useof Premiks� 6.30,2. 4 Review Prior to'Shop Drawing or Sairiple Submittal., .................. Right to noJ61st-Inent, for Oranges 16 th q- lVotk:.... 10.2 right in clpim­ ....... ;.,4, 7. 1, 9.4, 9.5, 9, 11, 10.2,11.2. 12.1. 13.9. 14. 8, 15, 1. 15. i. 17:3 Safety and Protection, , j.20-6.22 7.2. 13.2 Stifetykepresenia tive ................. ...... . 6.21 Shop Drawingsand Samples Submittals... 6.24-6.2 9 Special Consultants.... ...._,__- L:I ...... ,l 1.4.4 Substiti , ite Constructicii'Methods and Pr6 qqdur�s,6,7Substitutes Substitutes and "Or -Equal" Items. Expense .. ............. ­6.7,1, 6:7.2 .......................... Subcontractors, Suppliers and Olher�s.,,, ........ P.8-6.11 Supervjsion and Superintendence„ ..;fi, 1, 62,63.21 Taxes, Payment by ........................ ­ ..............6.I Usc of Premises__,.-....... IS Warra ' ntim and guarantees--„_-, ....... ...... ­ 6A 6.30 ff wamlltv oflItle 14-3 CONTRACTOR stop Work or term iraitc, ........ 15.5 Reports of Differizip Subsurface and Physical Conditions... ., , 42j Subsitintial Cenipleticin ................................ KS am C-ONURM-TORS--other �­­,7 Contractual hia-bility Insurance'-..,,, ..�. 4 � 1;,) ................... Contractual Time Limits.-,-, 12.2 -Ajticlt.� or I I ]�Urrbcr Cooidination­ CONITRACTOR's r6jim-isibilAy .......................b'.9.2 I Copies or Doom tints ................... ............... .... a'5 Ccirect-ion Period....- t­1 ..... ... Correction. Removal or Acceptance Of 1)qfective I.Vork-.- in gcn&;'il ............. ........... 10.4.1-, UMA3:14 A6ce efe -'. I ...... I pitince orD �tiv'e Work ..... ;..6.30, 13.11 Period ....... ........ ay �f Correct Defective Work* 13 11 4 . �I I - , [ry stop Work . ............. I .... I ­;..; ... : .11,10 Cast— or. Tests and Insp��clions ...... ................... ... .13.4 Reccids 11. 7 Cos-folf the Work- Bmids and insurance, additional,,,,;,,,,,, ,,,,,,] 1!41.9 Caill biswuniri ... ; ......... ....................... j 1. 4.2 CONTRACTOR's Fee ...... .,11.6 mplcyee Expenses-,. ............... . . Exclusions General 11.4-11.5 Home office and overhead cxrldhses.: ......... Losses and damages ........... ..................... I I 4-5-6 K,b t & i ii 19 and -cq'-u i run 6rit .... .. .... 1 L4.2 Minor expenses ........... ......................... :Payroll costs on 11.4:1 performed by Subcontractors ...... ... JI-4.3 Records; 11, 7 Rentals of construction equipment and ffilchin "eryl- ....... . .......... ...... .. I R a payments, pefin is an jt� 4icense r=k.... .... * ......... .................. * ........... Site office and Ja. 1�zilitiI �' es ................. 11.4:5.:2 I S I peciibConsultants, CONTkAdTIDR's; ........... ) 1 ;4,4 'Supplemental,_.,.;„ ---------- ................ L4151 Ta.�cs elated' to the Work .................. 11.4:5.4 ­.- Tests and Inspection....... ...... I ........................ , ................... Utdilies, ricl and saniiiary 1-4-5.7 Work'after regulm hours...... ,,,,, ...... 11.$1 Covering Work.,-... ......... ................... 11,(13.7 Cunfulativ, Reiiicclics, ------------ ­ ....... .... 17.4-17.5 Cutting, fitting and 7.2 1>itta, tone fumisfied by Old NER Day -:definition of .................................................17.2.2 Dcciskms 06 blsputcs.� ...................... ............. 9.11,9.12 defective -definition of 1.14 'Acceptance or ... : .......................... ..10.41.1. 13113 HJCDC GENLACO\I)i HONS 1910-8 (IM La)lnw) wti73TY U FMTC.'A51,i.INS mommAlION'S (MV Ml) 0 • 0 Item No. Item Ilescriptin Unit Contactn Quan ity Fail Price Total 202.01 Sawcutrmg 4" Lineal Foot 200 $ 3.15 $ 630,00 20101 General Escavarion Cubic Yard 200 S 26,00 S 5,200.00 203.02 Borrow Ton to $ 20.80 $ 2,08000 20101 Imported Topsoil Cubic Yard 150 $ 28.35 $ 4,252.50 208.01 Sioanvater Protection- CDOT Gravel Bag (Rack Sock) I.meal Foot 400 S 7.02 $ 2,80800 208.02 Sumalwater Protection - Recycled Rubber Filled Wattle Lineal Foot 50 $ 12.48 $ 624,00 208.03 S ,n,,rtcr Protection- CDOT Gravel Bag Inlet Fiber Each 10 S 18.90 S 18900 211_01 Sad Square Foot 5W $ 2A0 S 1050,00 212,02 LvMse.pentri ation labor Hour 50 $ 26,25 $ 1,312.50 304.01 Aggragme Base Ca ... c Tan 3,000 $ 24 50 S 73,500.00 40301 Temporary Patching Ton 300 $ 16600 $ 49,800.00 601 01 Eyrased Said Finish - Up Charge Square Foot 1,000 S 2.21 $ 2,210.00 604.01 Type R Inlet - Rename & Replace (5' Opening) Each 2 $ 3,150.00 $ 6,300.00 604.03 Type R Inlet - Reconstruct Inlet Deck (5' Opening) Each 5 S 997.50 S 4,98750 60T05 Type R Inch -Material Only Fach 2 $ 451.50 S 903.00 604,06 Curb Inch - Remove & Replace TV Opening) Imch 2 $ 1 627.50 S 3,255.00 60,1.08 Curb Inlet - Reconstruct Inlet Deck (4' Opening) Each 2 $ 443.10 S 886.10 604.10 Curb Intl - Material Only Each 2 $ 818.98 S 163796 604_11 Catch Basin - Remove & Replace Each 2 $ 1,102.50 $ 2,205 00 604,13 Carch Basin - Reconstruct Inlet Deck Each 2 $ 362.25 $ 724.50 60T I5 Catch Basin - Matenal Only Each 2 $ 812.00 S 1,63600 604. 16 Modified Type 13 Curb Inlet - Remove&Replace Each 2 $ 2,31000 S 4,620.00 60TIS Modified Type 13 Curb Inlet - Reconstruct Inlet Deck Each 2 $ 808.50 S 1617.00 604.20 Modified Type 13 Curb Inlet - Materials Only Each 2 $ 735.00 $ 1,470.00 604.21 Concrete Sidewalk Culvert - Remove & Replace Each 3 $ 1,559.25 $ 4,677.75 604.22 Metal Sidewalk Cahill - Sah'aged Malerial Each 5 S 75& 10 $ 3,790.50 604.23 Metal Sidewalk Calvert - Material Only Each 5 $ 1,13400 $ 5,67000 604.24 Metal Sidewalk Cnhctl- Additional 5/8"Plate Sgnme Foot 15 $ 15120 S 2,26800 608.01 Remove Concrete Square Foot 1,000 S 1.68 S 1,680.00 608.02 Remove and Haul Fillet Each 4 S 26.25 S 105.00 608.03 Apron 8" - Remove & Replace Square Pont 9,000 $ 7.35 S 66,150.00 60&04 Crosspmr-8" Remove a- Replace Square Fool 9,000 S 7.32 $ 65,880,00 608,05 Drhemer Curb, Gutter & 6" Sidewalk - Remove & Replace Lineal Foot 8,000 $ 40 % S 327,20000 608.06 Drivcover Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 1,200 $ 2079 S 24,948 00 Correction -or Removal of ....... .............. J 0.4,1 j.1 3: 11 in giencral .......... .............. ...... :13. 14:7. 14, 11 Article or' Paragraph Nufnber .01iservation by' HNGINEW ................................ 0\ NFR ",13y Stop Work ............... ............ .13.1() P'e " pt �otjcc of Dclacrs...................................13.1 R........ Uneovtirinfr the Work,,,_ . ................. I?crinitions',..; ....... : ................ ...... ........ .................... ...... 6.29, 12:3I-2A befive�ryumonds .......... Delivery orc.eriifi.crrtes tirinsurarice,.., .......... ;Determinations for Unit Prices. .,., ... ......... 9.10 Difrering Stibsurface or Physical Conditioris—, Notice ENG[�rFFRs Review ........ -'Change .Pimsible Coniract Documents , 4.15 -P&sibIePiicc,and Times Adjustrricnt§_... :�4!16 biscreparreics-Repor.ling aridizes'-M 1 4 .......... :2,5; 3.3.2. 6,14,2 0 . ,01sput.c Re , solution — Agreement... ............. :: ..... I 10, 1-16.6 . Arhitr fit -ion I 6.1-16-5 lg&iertil 16 Mediationn................. ......... ............... : ..... t6.6 Dispute. Resolution Apreemerrt _J6.1 .-16' 6 Disputes, bzcisions by ENUINHIHZ............... :9.11-9112 Documents-- ` 'i, " opi,s of I ") .............................. ........................ Record 6.19 Reuse of Diriwirig"CrInitirin Fiscinents ...... ........ 43 Effective date of Agre'ervient'— definition' or .............. J;IG limcrgencles ... ........ 6 . �3 ...... LNGjN,Er-R_ as:tnitifil interpreter on disptktqk� ............. 79.12 .................. _ ............ 7 'l.inlitations on authority find r6p . onsibilitiq ..,9.1 I Replacement 9f, Kcsidcoi Pr(?jc6i Repiesch�1a'tive ENGINTEERs &nsuhant -- definitions of.......... . aut6ity.and responitibility. limitfitions on„ ,_.9-13 Authorized Variations irvthc,Wort ...................... 03 Change.Orders, responsibility for,.. �,9.7, 10. 11, 12 ,darifications-and.InterP ietationp,_.. Decisions on Mptites .... defecfive Wonotice - . rk, otico - I ................. I., ...... I ....... I EGaluation of Substitute Items... ...................... ;�..73 Liability....:. 'p ...... .......:.:fir.32, si, i2 Notice Workis Acceptrible� )4.11 q*R,ations............... ....... .................... 6.30:2,4-�_. QWNFR's Representative..,, ..... ........................ 0 Pamnifintis to th&CON`I'R.,NQ I'OR, Responsibility fbr�_: ..... ...... ....... 1.4 Rc&)rrim&daLxrn'o Payirient,... .... ; ....... ,]4A, 14A I lvtloe OrP, Paragraph I R�SOIsibilitic�--Cimitatiiins or 1 11--9, 13 , . D­' Rcviem�ol'lkeportson. iift efingSubsurface and-PhYsictil Conditions...:.. ... Shop Drawings and Samples, ieiiieN• miporkibi .......... ... ....... ....... Status During ir6t'h16riicd variations iq tho Cl.aril7i'mirins arid IhIterpictations .......... ....... 9.4 Decisions o I I f 9A 1 Determinations on Unit Price ...... ..... RIO ltiitial Intcfj3rc1cr, 12 FNGFINFER's Resprinsibilitics Limitations on RNOINEPWI Authon-ty and OWIC R's Represmt - ati ' ve� .... -kepir'�s1entailve ........ '�. I Project ......... 9.3 !icjccting Defgchm, Work,,,, 9.6 Shop Drofwivigs, Change Orders and Payment....._..... .. 9. 1 ..yrrients ........ vi'sits-tii'site ................. __ ...... :.9.2 Unit Prit:C delerminauons ... ; ............................. o.9.10 Visits to Site Written con scri I. �rccItii red ............ rm ... ; ........... -..,9.2 :. Y.2, 9.1 Equipment, Labor. Materials nno,, ............ .........G__3T65 F;firtent re ntaL�Cosl•of the W&V 1145':-3' Equivalent Materials and'Equipment ...................... .§.Y Evidence of Financial Arrant Fx'plorations of physical conditions ... ­;..;..4:2, 1 cc. CONTRACTOR's--Costs Plus definition of issued by EN.GINEER.....,... .... Final Application for ...... �:_j 4., 12 Fina I Inspection ...................................... ...... 411 Final Payment.-- and•Acccpjance .............................. _j: 1:4: 13-14,14 Prior to: for cash alloi4in'ces ... .......... ......... �Gencrul.Prov I isions., 17.3-17.4 dereral kiiquircm'ents— definiticirit of principal references iQ;_ ....... _,2:6. G.A. 6.&6:7t 6.24 (living Notice :!.:� '_­._.­_w_J 7.1 ), C01 Gutuaittee,of Work-.-b N'T'PACTORzt .,.j5.30. I , 4.12 Ha7mrd Cofilinuiiiestion Pr6 grfrrnS ................ ......... 6.22 hazardous Waste- d 'irnI .itton of ........................ ; ................ c ... m ....... 1;21 aen r eral 4.4; Q'WkR's re.ponsibilityfor ........... rjcx)c.cr.xm%LcoN,Drn40Ns 19i0:bbs6otminom wt, 6TY Cif Fmdom.ws Indemnification, 6.17,' G'16; 6:31=6.33 Initially.Acceptable Schedules „-. ? 9 Inspection - FinI ................... ................... ......14.1,1 Aiticicof paragraph Nunther Special: required byENGINEE2 ........ :........... ..... 9.6 Tests ;sndApproval ... :-„........:: ..:.„_F.7, 13.3-13,4 Insurance-- Ae6cptancc of; by OWNHR.............. ................... .5.,14 Additional: r_quircd by,changes in the Work.:,_,,.. 11.4.5.9 ➢efore starting the-Nork..,... ..._.., .. 1.1..2-7 Bonds and--i i general„ ........................ ................? Cancellation Piovisiong..................................... ` S. Certificates of..................2.7.5 5:3, 5A. H. 5.4.13. ?.c.5. 3,5, 5114, 9,13, ; 14,12 completed operations...............................:....5_4. 13 CONTRACTOR's. Liability: ......... .... _...:............: i 4 CONTRACT6R'sobjecliontocotcra�z,,:, Contractual Liability :. ... . . ........... .5,4.10 deductible amounts, (CONTRACTOR'S resporisi6il i4...............................................:. J.9 Final Application for Payment._„__.............a.-,,,,14.1"2 Licensed insurers ............................. .......... :..:::.5:3 Notice requiienients, material changes„-,,,,,5.8, 16.5 Option to'Rzplace:.,. .......5. 14 otherspecialinsurancc; ,.,.. 5.iti OWNER as liduciar} Cor insureds 12-5.13 UR'NERs l,taliil ty„..... . ... ............. 5.5 OIVNGR's Responsibility :................................... 8 5 Phial Utilization'. Pruperty Insurance ......:..:. :. :5.15 Property ....... :. -:,. ...: Receipt and Application of insurance Procc d..............................................5.12-5,13, Special l nsurancc:... ........... .................•.,,_;:Ift Waiver or Ri his .:.:. ......... :_::.- ,.,,.5- I I' Intent of Ccniract Documents,,,,,..... ...........11-3:4 [nlerpretations grid ,,,,,,,,,,,,; 3.6:3, 9..4 Investigations ofphysical-conditinns 4.2 Labor. \•laterials and Equipment ............. . . :.:.... y:3-G-5 Lands - and Gasemerits................................. ........... .......8:4 Availability of ...................:. ...... 4.1. 8.4 Reports and Tests.... ............ � .:..... ...5:4 Laws and Regulations. -Laws or Regulations.- bonds Changes in the Work, ...........---------------J0.4 Contract Docitments. .,-, :.,. 'COtNtTRAGTOR'sResponsihiIhies,,,,,,,,,,,,,,,_ , §.14 Correction Period,defecfive Work ................. Cost of the lYork la es.,,,.-,.,,,. .....-.11,4:?.4 definition of ............ ... .. _..,., E-22 gcneralG la Indemni Gcatidn............. ...... 0........ ....... . ... 6.31-6.33 Insurance a3 I'reccdcncc, 3 1, .3.33 Reference t4.... 3:3.1 .Safety aiidPioteuton ,- ..620.13:2 Subcontractors Suppliers and Others,... 6.9-6.11 Article or. Paragraph Number 'Tests and Inspections ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;,,,13:5 Use of Prem fists.... ........ ....:. 6 16 Visits to Liability Insurance-_ CON I1(A(;I nR's..,.. 54 ....:-.:..:.............. Licensed Suretiesand Insurers_... - ,..t......... 53' Liens-- Application for Progress Payment .....................14.2 CONIRACfOR'swarranty ot'I)tle....... _ 14.3 FinalAppliuhtion' for Pa. lent,,, definition of ..... ....... ....... I:23 Waiver of C lalmS ... , Limitations on GNCINL^ER's authority and respon'sibilaies_. ,-,:,_ ...... - .. ..,- 9.[3 Limited Relianec.by C-ONI-RAOTOR \uthtxind........ :........ :.................................. :. j?:2 Precedence ....... ..__ ...... _.. 3;3,3.1 Refeienae.to in Cnntrad Do'cuniuiLg...... ........ 3.3-I terials and equipment -- furnished by'CONTRA(`l'OR-,-,,........................ %s3 not incorporated in Wor$,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;14.1 teriaN or equipment cyui4alenR....-_,,; diction (Optional) „--„ . .:.... .. .:.:. ....J6J Iestoncs--definition o(, ,,,, ;t?4 Coinpurotie of'I tmc-s- ,.-- - , -„- -,-- ,, _17.1 UM GivinGiving g Notice ........................................ ..... ,,17-.1 NoticeorClaan .................... ....... 1T3 ............. Professional Fees and Court Cpsis Include) ,-„,,17,5 Multi -prima contracts .:..:.:. .. ... ......... ....,3 Not.Shoum or Indicated -. .......... ............... Notice uC- Acceptability of Prgtect-:,........ ....... _ ; ;14;13 Award. definition of 1 35 _ - Claim............................................... .......j,7 3 Defeets,13.1 Differing Suhsurfacc or Physical Conditions ......4.2:3 Giving ,. ,.., Tests and Inspections ...........................:13 3 Variation Shop Drawing and Sampl4 ... fr27 Notici to Proceed -- definition of„-,-. ...............................1 givingof .......... . .........:.............,., . .... ,..^'_3 1>iCDCCUNMKCONIATIONStvto-soyvo,Eutnoxr ar C]TY OF FORT CO A NS MODIRCATIONS (REV 9199) • • i 0 • 0 Noutication to Surety ...............................:.............::I(t:5 `Obne ntinns; by ENGINEI R .....:.: : . ...... � 3U. 9,2 Occulwnvy of the Worl................... 5;.15, 6.30.2A, 14a 0 Omissionsor.actsbyCONTRACTOR.,, ;.69,9,13 Open Peril policy form, Insurance ..... 5.6? Option to Rep aco .................................................. ? 14 article or Paragraph -Numhet `Or EqL a.& ltems'.....:............:......r.:;.::..........I........•,. .7 Other work 7 bve'rtime-Work--prohibition of ...... ........:. 6;3 ............... OWNER-- Acceptance of defective Work_,,,.,, ......... 13713- ;uppoint an IiNGI.tivEER a as fiduuiaiy. .... Sa'�-� l3 AvailabilityofLand-;.responsibility . ....................AA definition of.......:..:.:.............:.:....................::.1,27 data,.furnish------------ :"-----_........... :_ 8:3 PayCOrrcclnefertideWork .;... . .13;14 •\dav refuse to make patmi ens,,,,,;,;,,,;,,,,,,,,,,, ,l a 7 \Qay Stop the Work..-.... 13; l0' 'May Suspend-W,rk: Terminate - ,-A8 - 13,10, 15,M5,4 Payment, make prompt ..... ........... ...::}3.3, 14.41 14:13 performana of -other work......::::............:.:...:.::.::9 l permits and licenses. requirements: ,.�6;13'. purchased insurance requirements,: e ..5:6-?:10 ,9W TER's=- Acceptance of the Work ...G:3025 us,•obligation locx...................... ,Ch�angeOrd cutq tS[6, 1b.A Communications. ............... I ... I &.1 Coordination of th"c Work ..... ................................._7:4 Disputes; request for decision?. —......I ............... 2:11 Inspections. tests end approvals:;: $;7, 13.4 Iiiibil tvInsurance,:,;;,;, Nourc of DCfeCts :,,,:,. 13,1 -- yrl. .Asbestos, PCBs; Petroleum: Hazardous \Vista orRadic icltve Material ;;;$;10 Chnngc Orders:.::.... .... .....r....:g;G- Changes in thc'l4orl I11;1. communications_-;;.- CONIRACTFCiWs respyi isibi litic3,,,,,..:......... '8. J 0ildence of t"ttrancial urrungemcnl:t--„-._,.._.;K:II inspections, tests ant] appro'vals.................... :R.7 insurance ....:: - ...... wands and easemenig ......... $ 4 •prom1ltpayment by„ . _:...:.: ......:... reolacerient of ENGINEER__,,;:.- _.;;,;,,,„ ,$;2 reports and tests.....: ....... ........8.a :stop or suspend Wort ..:........ L.8, 13.10, 1511 fermtr ate CONTRACTORRs services separate representative at site $13 testing; independent.,...------^,,,,,,,,,,,,,,,,,;,,,,,,,,;13:4 usc•oroccupancy .... - of the Work..,::. written consent or apprrnal- reywre. d0.......... ........9.1, 63; 1.1.4 ucnc t;t;n[IT-u, coNDmoNs 1916.s it v'io EDITION) wl MY OF FORT QOLCINS RfODIFICATIOKS,(Rf.V 91WI Article or Para'gaph Numnbcr* %Vrit6en tiolice required......., ... 9,4; 9.11, .................................... 11'..2, 11.9, 141.7, 15A. PCBs, definitionof ......... ------ I ------------ - __- ...... .general ........... ­1 .................. ...... 4.5 OWNHR's.resp. onsibilityfor-t ............... Partial 'Wli mt ion - definition ofr..._.,.,,___.-,­....,, ... 1general 630.2.4, 14.10 Property Ifisurance :.....................I........ 3 1.5 'Patent Fecs'and Royalties .... ...................... _!_6.12 Pm,ment Bonds ...... 5.1-5:2 Ptiytrients;, Rzcommcftdatioo of., ............ 14*zl 4.7! 14l. 13 Payments to CONTRACTOR and Completion - Application for ProgressPayments ......................1 4.2 C,Q,rl*RAC*l40R;s Warranty orritic. _J4. 3 Final Application fior.Phyrnent .... I ........... .... 14,12 ,Final inspection ........... .......... ............ . ....... 14.11 Fin"81 Payment and Acceptance 4, 13-* 14. 14 ....... ............ =�iflization.-,_-, ........ _7 ...... ..... 10 Retain2ge........................... .................... ... 14.2 Review Of Applications for .......... I___14,4:14.7 prompt ........ Schedule of VHlues ............. ...... 'substantial Completion ............................. r 14,9.14.9 j S74.15 %VaiverOfClain ...................... 4 ...................... when payments due ...................... P ......... 14A, 14.13 w 'ahholdiri P2vmrni ............ '14.7 Performance Bonds .............................. 1 -i:2 Perm its ........ 13 Petroletun- definition of general.................. ..................... .......... 4.5 OWNT-R's responsibdity ior., ...............:.........:...MID Physical Conditibris- Drawings of ifi,oi relaiiiig to,,,,,,,;,,,, ,,,,, , ENTONEER's review;. .....4 ............. ............ 2.4 exist mg ....... ; -------- gcncral.4,2J,.2 ........... .................. ....................... Notice of Differing Subsurface or ........... ........... . 2.3 le Contract Documents Change,_,,,.;....,,, Pcissab . 4.2:5 F�ussible Pri& and Timas ,Reports and Drawingst, ......... P ................. ...... 4 :11, .Subsurface and : ................... ........ ................. .4.1 Subsurface (Janditions ............ ------- I ..... tI :­.; Technical Dtita, Limited Reliance by G-rOR authorised,,,,,.,,,, ....... 24-2-2 ............ I ........................... ...... 4'3 n orindicated ....... ........... +12 of......................................... 43, 65JO Article or Paragraph Number Shtiivri or Technical Data' i....... Precons-truction Con crence. ........ 2.9 Prcliniinary Matters I ............ ------- PrcIim i it a ry ' Sch*cdul es-, ------ -- ........ ..... 2:6 Premises We of 6:16-"k 18 Pri6e, Change ofF-8ontrac-t ........... ...... ...... Price, Contract-de5nition q(,; ...... .: ...... ................ Progress Paynient. Applications for 141 Progiess Pajincnt-,-tctaj.naaq ........ 14:2. Progress schedule, CONTRA(TOR's., ...... -2.. 16. IS, . 9 . ....... ...... 6Z, 6.29 10.4, 15.:2�: I, Prt)4ect- -definit ion of , . pioje ct Representative-" ENGINT-ETs Status During Construct ion 9:3 ProjLct Rcoresehtati'vd,'Re�sidiiit--derin'tti6n of.. prompt payinent byPININTER .... ........... .......83 Property has _urance- Addiii6nal ........ ...................... ........ ....... q:7 10 Nriial Utilizritibri ...... 14AU receipt -and application of ptL')6*cedS ............ IIA2-5.13 ........................ G.240-6;21. 13 2 Punch list ................. ...... ...... Radioactive Materialw- defintion oC.., 1,32 veneial4;5 for ................... ........5.1t1, Recommendation o(Paymenk .... ...... -....14.4, 14.5, 14.13 We rd bolciuments .......... ; ........................ 6J9, 14711 Records, procedures for miiintairiin ....... .................... r.S .......... .............. Reference to*Stand:irds mad'Specificatioris OrTc'6hni6al Societies.., Regulations; Laws and (or) ....................... ......6.14 ejcctingDzjLcrA',e Work_........ 9-6 RRelated Work --- atSite ............. ....... ................................... 7.1-7.3 perfiarmed.pfi-Oir to ShopEthiwini'v and Samples submittals review, ................... G:28 Remedies, cumulative. .; .... .............. - 17A. 17!5 I : Rc. moVal arCorrection ofl),Otic W6--r-K-- ­...'........... 13.11 �- _ rental a,reemcnLs. 01VINER Hpproiral required j 1.4.53, reolucement orENGINELk by OWNrHR.____: ............... S.2 Reporting and Resolving Discrepancies;........._,....... ... 2-5, 3.3.2, 6. 14.2 Reports- hridDraivings' --- .................. j__ .................... and Tests; OXVNl3R!s iespotisibilhy ..................... 8.4 Vesident. and Project Representative -- definition o......................................................1.33 Provision for, .... ...... ___, ... ... % .............. ........... ­1 ... 9,-, EJCDC GIFNURA CONDITIONS 1910-3 (1990ED11110M w1bTY OF FORT COL UNS MODmrAIION§ (REV91.99) • 10 0 E Article or Paragrtiph Number Regideiit S rmfintefiderit, 'Responsibilities— CO_WR.ACTOXs,*gcni:raI .............. .............. 6 .... t6 �ENGINEI:,Wslingcncrril .......... -.9 - L i in it a tio-ris 'rin ...... ...... Pi 13 Retamaze JA2 Reuse of DocumenEs... .................... .........7 Review, by CONTRACTOR: Shop Drawin8s and n d Samples Mar to ,,,,.....6.25 Review of Applications for Progress Payments ............. ...... 14.4-14.7 Right t(�an idj'us1nierq,, .................. ; ...... ­ .... ... ­ Riehts'of'Wa) -------- - I ------ ...... ...... ­ --- b..­� .......... -Al Rd).-altics, Patent Fces and-,, .................... SafeStructural Loading ........................ .......... 4 .............. and.Protection:. 6:16,-6.18, -620-621.T2, 132 general ............................ 17 !�! ..... 0,20-CeB j.......... Representattv'C', CONITRACTOR's.:­.:.� ........... :.,():21 ilefmitibn of ;J.34 general ........ .... ­ .................. Review, by COINTRUNCTOR _ ............. ....... ............... !­ 6.25' ...... Review Sy ENrGlk".R ;� .......... ;...._.0.26,61.627 related Work ...... M.P. 2.8 submittal of � ..... ,24: submitLal.prooeddres ............. ...... ...... .......... 6.25 'Schedule' of prugr 6_2% 10.4, 1_ I &Schedule of , Shot'Drawifig,and Sample S6bjnittals .... ........... ..6. 1 8- .% 6:24-6.�28 "ch ,K eddI6 of Values 1'-2.6, 18-1% 14.1 Schedules -- Adherence to ............. .................................... 5,11 tCdjusUng................................. ­ ............. Change of - e,.ontnirct Time-;, ............ ........ 10.4 1­.­ ­ . filitially AcCePtabIe,:;:.. . . ...... . ­ . '�.1.9 ............... & ....... ......... ......... 2:6 Scope orchanges_ ...... ........ ...... ...... 10.3-10.4 5ubsuiih� S upDrawings-- an. d I §amples, general,.,,,, ...........................1 6.24-6:28 .0 hange Orders Appi i cn I idins; for PaYcq%* and, , in . ­_­' z_ ... ;_. 9.7-9.9 ,defirtition of. .-.- ....... HNGINE.ER's a0praval of, ........... ................ 1A. 2 L'NGINGER's responsibility forie wq .via 6.34-6.2 related Work review procedurcs.......... .......... ;,:_.2.8.424428 ArtiCIC46i4)nragriiph NLMibcr �subnittal'requirid .............. ........ 6.24! 1 Su6rn ilial, Pro'ec,dures, .......... ..... . .2? use to approve suiwitutic'T's ...... ----- 6'7.3 .. Shown or Indicated t ......................... .Site Access ..... . . ....... ... 7.2� 13.2 .'ite Cleanliness---- ... I ........ ....... ............. :.t5. 17 Site, Visits to-- tT MqGMUER� ... ........... _.9.2. 13.2 .:.........................:......................13.2 'special causes of loss" policy form, kr!surancx ...................... 56.2 ........ definition of ............... L36 Specifications --I defil9ation.of ... .......................... _ ........ ....... J.36 -of-Technical S'Ocietics. reference in .... M pfcc6de nee.. ............... ....... ,of Technical Societies ......... i� ................ rting Construction: bafore,,,.... ....... 15-2.$ rting the 146rk ------------- z­� ........ ........ I;y'f--ONTRACTOR .......... ...... ;15.5 byQWNER,._;_� SA A 3:10. 15.1 rage.of materials and equipment 4.1,7.2 � ictural Loadih., Safety .. .............. ;rhmg.............. ......68611 tion of ........... .................. ............ r.. of rights ................................................6. I I ;t6rS-:ifi general'..'* ......... --recluired provision$:_, _5. 11, 6.1 Ij L4.3 Applications far Nynient­,-.., 14.2 IVIhifitoriance and Operation - 'ManiiiI5 ............... 14.12 Pr U�cedure's' .............. ........... - - -.:0. 25 Progress Sche.dules­ ....... ! ...... I .................... ,Samples ..... ........ ; ........ ; ........... . ....... 6:24-6.28 Schedule ofVnlucs ......... ............ ;-2 6, 14.1 Schctlulc of Shop Drawings and Samples Submissions,_,,_ ­ ........... 7, Shop D{................. :.; ............. ­fi.24-6.28 -certification 14,8-1r19 •dilmition of_, ).38 Substitute icci.ost.ruciion Methods -or' 1:rocedU_r'i*_,..,,.6.r7.2 subsfltutcs and OOr Eiial" Items..... cj ..---------- ­­ ... 6.7 CONTRACTOR!s Exper�se ................. �'­­Jp.7.1.3 H 6FEvaluation NJ 1"N, , E R,"s ............. .7-3 "Or-Equ - al"_ ... .......... ..............................t6.7. .. IA Siibstitutc itonsituclimi Nfc-thoft WCW GENEFAL CONDITIONS 1910-9 (1990 ED11WN) Arlicic or, Paragraph Number or Procedures ...:......................................... .T2 Substitute Items-------------`--. ----- ..--,_----- - --_--163-1:2 Suhsurface;and Physical Conditions-- Drawings of, in or relatng to,,,,,, .......... 2.1.2 E1VG&1 IlR's Review ........ ......... ...... A.2A general .................. : , ..-." ..... Limited Reliance by CONTRACTOR Authorized... ........ ... :..: ..... I ........... ; ........... A" N6ticcgf Differing Subsurface or Ph }51 Gundilions............:.. Physical Conditions., . i 4 2.1 POss, Me Contract Docum tintsChange .............?12:5 Possible Price andTimes Adjustments .,,.•... ,Ar2.6 Reports and Drawings ,,,,;,,,, ,,,,, ,.. .Subsurfaccand....:..::.. .. :: , ,:.......: a 2 Subsurface Conditions at thz Site,,,,, ,,,,,,,,,,,,,l.?;1-I Technical Data ......:..: ........ ......-...:..A 2:2 'Supervision-- CONTRACT>R'sresponsibility........... ct,l OIkWRF•shall not supervise,,;,,,, „----„- „.. N.9 ETGINFER';hall not supervise,,, ; 9.2 9.13;2 Superintendence..::....... ... .:.. Superintendent, C0\TRAGTOR's -resldeiit,,;,,,,, ,,,;;6.2 Supplemental costs..._.:. .................................11.4.5 Supplementary Conditions- definition of ......, :. -. 1,39 principal ryh.nncesto „_, ....... ..... ......4' 4.3,51 537.5:4,5.6-5.9, ........... .H.6.8,6.13;7.4.5:11;23;9.10 Supplementing Contract Documenls--- Supplier- definition of ........... . ......... ............. :... principal references to ........... 3:7 61; 6.5-6:11, &jo, Waiver of Rights........ . ,., ........ --. ,.,61 I Surety--' consent to final payment ..... ................ .„ I4.1114.14 EN&NMER has no duty t............. ............... Niolificationof........................... ......10.1, qualifintionof-,. -".,. -Survival of Obligations,,, -;...... „ - ,,,.... ...'6,34 Suspend Work: OWNER Mat ...: Suspcnsitn or Work and Termination , 15 CONTRACTOR I by Stop Work or Terminate_.._ ......... .... -........ :......:...-.....::.1>:> OWNER M1ay Su-vlhend Work...:......:......:::..:...:.:1.5.1 OWNER1%lay Terminate ....:.:.....::. ........ 15:2-15A "1'a\es--Payment b} CONTRA('fQR. ......:. ,.;:6:15 Technical Data - Lull iled Reliance by CONTRACTOR . A:.2 Possible Price and Times Adjustments 4:2.6 Repormof Differing Suljsur&e and Physical Conditions :..... ....................... :..:...4._:3 Yiv 1'emporaryconstruction facilities ..-,.. _4:1 Miele or Paragraph 'Ntimtxr Tefru inal ion-- M' CONTRACTOR .....:....... ......... :............ ------- 15.5 b}'C3lNI E R...............................? M 1-5J-15.4 or$NGINGE:R's emFloyment, ............................ ,;, S Suspension of Work-in g rieral.............. ... .. ..„ 15 Terms mnd'Adjective4...... ... .......... ... Tests and li'spections-= :acuss to the Work, h}others::-....-_..._ .......:..:..13'' CON7 RAC OR s resngnsih litres :........ ...13.-5 uosr of 13.4 . . covering Work prior to .......... 13:6-13-7 :Laws and Regulntroni (60.. ......... .......:: .1; 5 Notice,of Defects 13:1 OWNER May Stop Work _,........ _.,,-. . OWNER's.indepcndcot testing .......................... special, required by ENGINERR:_ .......................9 F timely notice reywred,,:;„ „ ; 13 4 Uncovering the Work at ENG MER's: request, .................. ;.. ......... 13:5.13.9 Times— Adjusting ....... :..... ... ....... ....... ......G.6 Change ot';Cnhtrnet _-,-:.-- ............... Computation of ................::....:.. .. Cuhtract.Times--delinitionof ..:...17.2 ...... ;;;LI?, day..._................................. I7.,-'? Milcito6 s............ ................. ....12 Requrrcments-- appeal s............ ....................... ....... 9A 0, l _6 clarifications, ,claims and disputes- A.I I': I k2_712 Commencement of Contract Tlmeg. .33 Preconstrirction Conf-crcnL_ ....... ....:.... 2:g slhcdules..., :... b, _:9, 6.6 .:..................... Starting the Work. _.... ......... .2:4 Title. Wstrrnnty of,, f4:3 Uncovering Work;,,,,,,,,,,,,,, , ......... 13:8=13.9 Underground Facilities Ph}sicel Coriditians-- definition of .:..:.........:......:...:.......................... 1.41 Not Shoum a lndicatcd;-- - A3.2 Protection ....... 43, 620 Shown or lndicaleit............. ........ ......4.11 Unit lice Work= claims ..-... .......... _...... . ,... ....,,11.9:3 definition of.... ............................ ........1.4_2 genera111.9. 14.1. 14.5 Unit PH 6es-- general11.3.1 Determination for 9,10 Use, of Premises ...... ........... ......6.16 618630'.4 Utility olkaters •........................6.13, 6.20, 7.1-7.3. 13.1. Utilization Parent . 1.23 5.15,'6.30.2.4, 14.10 Value of the Work :.................................................. 11,3 Values, Schedule of ........... ......... :..:.•....'-6; Y 18-2,9. 14.1, IiJCDC OE ERA COND1110NS 1910,s(I wo windy) WI(ITY Or FORTCOI.LINS.M DIF1CATIONS(REV91'M 0 0 Variations in'Work--Minor Authorized._ ...... 6.27. 9.5 Article or Paragraph Nu-ni.her Visits to Site -:by ENGINEER .......................... Waiver ofClarnis'-nn Final Payrncni­._,_, Wii4cr of Rights by insured parties,,, ..- . ........... 5. 11 1 6"11 Warranty ar.i_d Guarantee. General "J� _ " . CONTRACTOR ................... ............. ..... . ....... 6.3o Warranty of Title, CONTRACTOR's., ........ ...... ;__J4.3 lvoz-k­ Access to .................................. 13.2 by6thm ................................. ............................ 7 Continuing thF .......... ....... .. .. ..... CONTRACTOR May Stop Work or. Terri ................................. _ ........ 5.5. Coordination of ............. ................ .. ...... J-4 Cost of the; ; ; 11.4= 11.6 definition of ............................... ..................... jA3 niglc&cd by CONTRACTOR ............................ 13.14 other OWNER May Stop Work ....... 0XV141', R N46y Suspend Work ................... J3.10, 150 Related, Work at Site.,,,,; ....... ...... 7,1-7.3 Starting the __: ............... 1 ............. 1.4 Stepping ty Styppina by OWNER ................................. 15.1-15:4 Variation and deviation authcifizecl,•minof .. 3.6 Work- Change — • Directive —claims pursuant to definition of ..:..........................I.. ... 1:44. principal references tq ......... ...... 35.3, 10,1-1(1i2 Written Amendment-- principal references tq ....1 _10 ....... I 3' 51 5� 6:8.��i; 6. 19, 1 0: I ; 10.-4, -------- ------------------- F1.2, 1-11,1112;), 14.7.2 Written Clarifications and Interpretations ...... : ...... I ........ 3.6.37 9A. 9.13 Written Notice Required — by CONtRACt.09 ........... 9.10-9.1], by 0),"i E R. 1 0-9. 11, 10. 4, 11 2, 13.14 xv • EJCDCcEIN ltuL Cb,,,DlnbNs mu.s ilvan rujina,0 WtCITY kif.rbR'rC01,1.lNq&i6r)tFiCATIC)Ni(PFV9191� 0 (This page ieft blank intentional,l)) 0 tJCM ULNERAL COM)ITIOM, 1910-8 tl 9.90 EDRIONI dt 6T-Y OF • • • GENERAL CONVUTTIONS ARTict r 1-'.Dli11VITIONS- Wherevecused.in these General Conditions or in thepiher Contract Documents the following . terms have the meaning`s. indicated 'which "are' applicuble�+ta both the. sin guliir irrtd,Plui•Al ;thereof: I.E. :AiYdhida--Writtcn,orrgrnphic instruments issued print to the operiing ut Bids' which: chirify, correct or chunge the Ridding Requirements or the Contract l�ocumcrits. I ?. .,Agreement -The Britian contract bctwcen'QWNFiR. and CONTRACTOR covcring the il'ork,to be performed;r othfr i ontract'Documenti are attached,in,thc Agreement anti ntsdc a pyre thereof as provi led therein. 1 3Apfirlrcatinn far Paivuagt—the forma+ccupt&J by 0N61INR+,R which is to lie used h}, (,UNTRACrc)R in rcqucsririe progrcgi fir Final'pay.ments and: which is ici.bc accompanied by "such supporting documentation as is rtqugetl hy.* Contract Documents. 9,�: iisbeslos-•Any tnalenabthat contains more than,one percentashcsiosfind is friablow is rcicasing•asixstos.fi¢i:rs. into t) e tutu ahoye current action IBV815,eSiabl,[hed hy'ihe, t fined States Mcupaiiooal. Safety and Hcalth %Admirtistiati6n. la. Rid —The offer or proposal of the Niddccsubmiiied tin die ,piistribed form setting fotili the pfices for the \\to'rk t4le'pertoinred. - 16.. Bidtllny-Docuriwnls=The•, advertisemeni, or "invitation -to Bic], iristruc(ioru to bidders, the Bid form; and the, proposed (entiaci bocunients (including all;!ldd6da issued prior lwreceiptof Bids);. 17, Bidding Requiiennzins--The, advertisement or invit'itioii to.Iiid. iristructions.tobidckrs. nQ the Bid form. I.K ,Boiih Perfbirance?nd.paymedrbondsindother instrumu sofsecurity. I o Chaqu Qtifer—A document ,reeonnnended by CNG=N -R. which, :is signed by CONTRACTOR and. QSVNER and authorizes an addition deletion or.rei isionin' eke Work; or adjustnienl in the C_`fitnici Pr ce or the Contract Times: issued on n oiafter-_the Effective Date -of t}ie Agreement 1,11)., Coirtraci Dacunuriti The AgrJemcni, Addenda (which .pertain' ..lo the' 'Contract • 'Documents); C ONTRAC I'OR's , Bid (including documentation accimipanving the bidam;any'post Bid_do:,umentation submitted prior- io.the Notice -of Award) when attachedas an' eilibit to the _Vocmcrit, ;the Notice to .Proceed, the Bonds: these Genctil mccihditiorii the supplenreawry Condition.& the Specification's and the Draivirmi as the EICn)Ct7tNFR:vt CONU17lOtr'S"t9ta-S (t I'J(i kiliiiai} N QYY OF FORT COLLI h5 f,10OIIrICAT1ON5 (.Rliv At10i7a) 1.11Canino Rice -The moneys payable .by b11N TR to•CON`TRi GTOR (cr coinptetion ofthe w6rk in iiwonlarice. ivith.the Contract-,Documcnts as,stawd'in the Agreement (subject to the piovisions of 'pnmgmph 1.1 (). ] in the arse of Unit Price Work)', la?. :Cotiliuct .71nns=The numbers ,or days .or. the dates sorted in the A&Unc icht: (i) to,nchicve Sub=t tit' it Completion: and'(ii)lo complete the,Work so, chit it is ready for final Payincnt'as cvidcnccd by ]•NGINEFR's -Britten recdminerdati_o'n oC final pay*hient iri acce din r with jxrzagrapb.14a3 - - 'l.l'i. ObArIRACIOR-The person, tuni.or corporation %vith w1iom.64VNER, has entered into thc.Aeru-cmcq l.la 'rkfectte An;adjcclitc-Which When the word Work refers to 1Nnrk that -is urisaiisthc or deficient in that it does -not coitbmt to it restipngibilin•, for the,protectionthcr by OWNER at substantial E,6mplct paragmpli 14.8 or 14.10), l,li, Diuivings-The drawinjgs.which show the; wo0c. Ltcnt-and character of the -Work to".be ,furmsbeJ l(md perfonmed by CONTRACTOR„and which have been prep recvor oppnoved6y'GMEER find are,rcfened to in the Contntct Documents: Shop ilmwings are. not, Drowings as so defined.. 1.16E Effectlre Date of itte iigrvenreol=The -date indicated in the iVeem'9nt:on which it ;becomes effective, biit If nos cfm c4tte is tndicateil'tt nitarn the date on ivhich the Agreement is sip and cleliverrd by the fast' f the 1wa parties to sign and deliver. Iyl7 E•!,'GIAWER—Tire. person; �_funi or curpivsuiun named assuch in ihe'Agreemcnl; 1.18. ENGIMEERS Ecvisuhaiii--A person, .firm or corpomti o fiavmg u contract with ENGINEER to Cumish services es ENGNEER's indeperident professitihal Iassociatn or consultant with respect to the Project; and who is identified as such in 11ie,Supplemehtary Conditions.. 1;1%_,Field Oider A written triter issued :bv ENGINEER which orders minor changes,in the Work-in, accordance with paragraph y 1 but which clues not:im•olve u change"in the Contract Price or the Cont ract Times. or,DMion'l of iheSpecifialtions. tine ihe`meaninprovided i- cu " "Lin -1004 'of the Solid G n Se waste bisfpcksal Act - 42 1 USU Sect , io . n . 6903 , as s q merkled from time to time. - 1.22.a., Lola and R?gi'dalions,Laitv orRek7dations-Ay and all ipplieblL %vsroles:, rcguhitibn& ordionces- codes and of tiny; and all g6"v'emm"eru"ul' 3-bil-c's. agencies. authorities and courts lWvkn6jurIs(UClion., I Ii.b. Lual Hohdays--sbll be thoiw-holli days observed 1 .23. - L ' iens—Licris chargxs: scLufity interests or efficumbranees'uptini-cal properly or personal p6opertv. 1,24;iWilestone—A principal event sl-)ccificd in the Cbiitraci-Dceuments relatin'g to an intehiiedistie'uon+IeLion date of dime- prior to of ail the work-, 1,35, Notice dfArrant- —A.xvriqcn notice lA, btvINER Io hidd&'staiting If I int upon com I plimice 1A, the �kpparcni sucb�ssftjl biMcr with the conditions Priccqdc" en6caffied dicrtin,-'within the time ,*65ed, OMITERwill sign aAd deliver thz-Agi Cacrit. Li& Afnfice 16 Piveeeif-A wbitew notice ce given by QWNIER to CONTRACI'OkTwith a copy WINGINFER) ' fmirg , the date on which 'the CcviImZI Times' %%,it] cornrncncc to run and on to perform. CONITRAC-MR.S " obligations lunder the Contiaci D&uifienis. 1.21. OWYER—Tlie. Oublic. body Or authorityi corporation- association.' rimn or person with whom CONTRACTOR has,entcmd into the A,Oe�rncin,an,d for whom the Work is to 1ie,prc`vjded. 1.28' Patiial Utilkafioi?-Llw bv OWNER of a subsiuntiillv completed part of the AWk.rar the purpasc for which it is imeniled ?pr a related purpose} priar,to :36tistantial Comp!etiqTlof.all,tlhe Nark 129. PVBY—Polychl6Hnatid biphenyls. 1.30. NjrojA?jtpjj--PctrOlcum, including crudeoil zor,any fraction thereol" �vhieh'is'lkW lijid-swndard conditions of temperature , , •Ei-ird pressure' (66 degLes­Fahrcohi?it and, 14.7 pounds tiof siltiare.- inch abiciltite), such H43' oil, ktrolc6m.-fuel oil,bil refuse, gasoline, kciusene and oil'mi�ed with other non-11azHidous Wastes and crud oils. EM: Pr*c[=The tbitil cbrisLruction Zif which'the We& i bcjhe o idad 'under the Contract D6cuincrits wht..0iory d.piirfas Wimletl Aseyvhere in the G Ontmet. 1.32.a. Ra&,aktive Uaterial-Source?:spccial nuclear. or EyTraduh riliterial,as defined ,by66Atomic Rriergy'Act of 1954 (42 LISC 5ection.2011 et as amended froni, time to trine: 1. b� R 32 sXidaH16i&tz Hoiim'Reyular working, hou are tkfinbd as -7:00am '16 6:006m.unless cillierwi specified in the Gcneriil-R equireffienLq 133. Resident Ptigiicf,Reptvset;tatiie-Ttie'ati,tharizid repfcsentatik of ENO N1 , E ER - N - vho ffiA5' be assigqed to the' slteor any Ourt thereof. 1.34.- Samples -Physical example's s of niRteiials, equipnierit" or workmanship thbt representative of are 'fablish the some portion of die Work- and cVhiv 's ,tni'i�4pdo, j'�Qy which iimh portion of thc, \Vo& will be 1.35. Shop . 4 )raiiifigs-All dmw-ing& trot i rams, illustmti6ns; schedules and other data .or infbi;afib6` which arc speEiricii1h,'preparu8 or.6iisernbled hy or -for CONTRACTOR and�ubmitied by' CONTTRACTO.R.to ilhistfate'somt porfion-ortheAVA-. 1,36- .Spcciflvoliii)tc-Those portions of the rnntract I - '3,xum,cnts,6onsi%tiriq of %,Witicn technical da.scrip!ions . of miteria s� equipment, construction systems, stnndnrd.,�,ahid workMam".N .. . P 'AS applied to the \V6rk' aiid C-ch'ain- 137. Subconoueior-An individual, firm ori:orrioration havirt, a direet chmm'et,with (xxNTRAG*r0R or %vith any other, Suhcbmtl*Ofor the txA6161ance e)f,-a farL"of the Work atthe -site. idl Conjplehon-jhc Work -niol has progrto the p6i V HNIMNEFR esse'd as evide definitive certifictile . �of S so mtcndetl; or it no ,such ClerPUCSIe is isstieu, Nyhen the MA is 'COulplete, and ready for final pa),niew FIS evi&oc:od by MNGR\TFFR'iWriftcn rebommendaii6ii of firial pyinem in accordance with jinrograph 14-13. The te.mis. "substantially complete" and Isubstantially completed " as uppite 0 it, all or licit of the xvo& r4ite:t6 Substantial Coriipletion (haeof. 1.39- Svpplementw ' y Coiidifi6pm-The Imn of atlic Contract DoedIficritS which amends; or st.Fppleinen.ts'Lhesc General tunditians: 1.41). Supplier —A, manufacturer, FabricUtor- Stij)p"er, distributcir. inuterialmun or vendor having a . direct contract, Nmiffi CONTRACTOR or with any 'Subcontractor to famishritilcii"Is or'squiprierit to 6 incorpuhited. m-, the. %VA -'by CON.TkACTOR Jr`afy'S, mrEctbr. 1.41 - Uhdgr il giingid rac ifies—All pipelines, oondUits, duets., cables. 4ires, manholes. vsq1ts,. Lqnk.�, tunnels or other such facilitici or attachments. ifid any ny encasements CoRiiiniou -s,u*ch- facilities yvhich have . been instilled tincler,gr6und to',furnish any of the following serytom or Pj 0 0 • 0 Item No. he. 1) scriptinn Unit Contract Quantity Unit Price Total 608.07 Vertical Curb, Gutter and 6" Sidewalk - Remove & Replace Lineal Foot I'M $ 45.93 S 45,930.00 608oll Vertical Curb, Gone, No Sidewalk - Remove & Replace Lineal Foot 4,000 S 28.24 S 112,960.00 608,09 Ventral Outfit] Curb, Curter - Remove & Replace Lineal Foot too $ 22.05 S 2,205.00 608,10 Barrier Curb 12" - Remove & Replace Lineal Foot 50 $ 1575 S 787.50 608.11 Ilollywood Curb, Gutter and 6" Sidewalk- Renmve & Replace Lineal Foot 7,000 $ 3&85 $ 271,950 00 609.12 I Iolh,.d Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 800 S 17,85 $ 14,280 00 608,13 IIighback Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 2,000 $ 3570 S 71 400.00 608.14 Pedestrian Access Ramp- Remove & Replace Square Foot 9,000 S 7.82 S 70,390.00 608. 15 Pedestrian Access Ramp Highback Curb - Remove & Replace Square Foot 1,000 $ 9.45 $ 9,450.00 608.16 Tnmcaled Dome Panel Square Foot 600 $ 41.89 $ 25,134,00 608,17 Flatwork 4" - Remove & Replace Square Foot 1,000 $ 3.67 $ 3,67000 608,18 Flatwork 6" - Remove & Replace Square Foot 20,000 S 6.37 S 127,400.00 608.19 Replace Flatwork - I" Additional Depth Square Foot 2,5D0 S 0.73 $ 1,825 00 608.20 Colored Concrete 4" San Diego Buff- Up Charge Square Fool 1,000 S R94 S 940.00 608.21 4' Valley Pan 6" - Remove & Replace Square Foot 500 S 6.80 S 3,400.00 608.22 Concrete Pacc nent 8" - Remove & Replace Square Foot 500 $ 8.82 S 4,410,00 609,23 Alley Approach 8"-Remove&Replace Square Foot 6,000 $ 8,07 $ 48,42000 609,24 Ex,airva rt & Caulking Lineal Foot 1,000 $ 4.20 S 4,200.00 60825 Splashblock 4" - Remove & Replace Square Foot 500 S 4.73 S 2,365 00 608,26 Exposed Aggrtegate 4" - Up Charge Square Foot 500 S 1.20 S 600.00 608,27 Reset Flagstone Square Foot 500 $ 2.10 S 1,05000 608,28 Haul& Dispose Concrete with Wire/Rebar Ton 500 $ 19,95 $ 9,975,00 608,29 Asphalt Pmcwmcnt Poc,l,atmr Lineal Foot 8,000 S 500 S 40,000.00 613 01 litigation Sleeving 3" PVC Lineal Foot 100 $ 2.60 S 26000 630.20 Traffic Control Lump Sum 1.00 S 228,496.33 S 228,496.33 630.30 Variable MessnBoar) Per Each Perbre Day 100,00 $ 165,00 E 16,500.00 630.40 Fluffing Hour 4000,00 S 23.10 $ 92,400.00 630.50 Adv:mcc Wmning Anow Board Pcr Each Per Day 70.00 S 73.00 $ 5,110,00 '101AL C()51' S 1,891,765.24 TralBc Control Ratio to be used to add project area work thomoll char c orders Percent NIA NIA 750/6 Note: The quantities listed above are estimates only, The City of Fort Collins Reserves the fight to modify the quantities for any or all items listed One Million Fight Hundred Ninety One Thousand Seven Hundred Siety Five Dollars and Twenty Four Cents Signed Sz� Address 6330 South College Ave. Pon Collins. CO. 80525 Company Vogel Concrete Inc. PhonefFas 970484-3880, 970-226.2659 Check One: Individual Doing Business in Company Name X Corporation Partnership • 0 0 maie6 iL5' .olectrioity wises-_ stmsm- liquid pptnileuiu prtRlucty. "talephdne or- o1hei cominunicalion , cable television. sewage and dmge ina._retnoral.,traffic or 'tither contrkil sys4emv or, water " l 42- [Iqh Piire -Mbnt--Workto bo pvid" for od thethiisis of unit prices. 1 43,: Ifon; The entire. completed construclibn or the +unous,separately identifiable parts thereof required to,be' furnished under the •_Contract Documents. Work includes and is the result of WNWiinE•or fumishin labor:imd Turnis rigs and mchrrppnorating rniiterials and equipment into 'the construction aril perfomnng or f n shine serviccs and ttinislidng docittiienuc all as requirod by ihI (`santricf laocumcnms. jLI-N- K oruertng an auumon ueieuon or revision Wcuk or.Tes riding to differing`or unforeseen I_ conditions under which the' ,Work ii to be ed :as provided in parngmph 4.2 ;or 4.3 , or to the as 1.45- Written Anwni inent•-A written ;amendmenl.oC'thc Contract .Docunients, :signed ' by .OWNER and CONE CTOR on or �ifter die Effective Date of the Agr•cemctit and nnn» ally dealingwrth Ok.ndrictiginecring or nontechnical rattier than strictly cuisinidtion-relmeil .aspects of the Contract buc:uments: - :9RTICLE 2-PRELMIN.4.RY NILATTERS a¢lirt7j• Of Rmiil+ -el. When CONERAC[OR. delivm, dhe e>(oCUItd A&cements to. OftER. COhfifWC<TOR, shall also drlivor to.0ikrNER,wch t3orxts n"s Ct?tlN-TPiACTOR_m iv. 6z Y= quired to furnish to accordance with paragraph ..I Copies oJDocurrtenls:; 22 - D\lNuR shall famish to CONTRACTOR up to ten copies :(unless _glhe mise .specified in ,the he' Supplem Mary Conditions) of the. Contract Doctimdnts ass are reasonably necessary for the zxecutian oCihe W xk Addiuoitsl copies ivill Fe"fuir"edl upon request: at lhe•oest ofrcpfuddetion., Cariniencenuem qfi pntrael Tiirrev; Notice ro Procee& =3. The Conuacl fines will commcrici to run on the: thtrtiedi'da} atterttie bfTcctive 17ate.of the Agreemeny;or. LJCUCG6'C1t3ttL COI•IUITIONJ.l91 uS (I vso Ei6ti6i1 w! CITY OF FORT COLLIM MODIFICATIONS ittiil'.Ir1Ua0) if a Notice tii CYacded i5'gtyan tin the•day uidicatai ih the' Noticc to dh•cOod A'Notice.to Proceed may be given',at any time within thirty days after the Effective Date of the Agrzzmcnl.—tit-rx vNnt—wt}I-th i Eta erect 3 tries c ramenue4 =tart-lever-thyn-ilia-st�lrc�ih-Eltr}-aReHhe-flay of-F3td opmtrw�or the -thirtieth day afier;the F1Tecfivg-3?ae` 'of-the-AFrraii mt;•whiehever-elate-is tier:. SlaritnA the.WVM, 3A CONTRikOTOR %h tll,start to:perfotm the Work ' n the date •wh`en'the Contact Tiines,commence to run. - hut rid+ Work shall he done.at the site prior -to the_ date on; which the CA -act Times commence to nun '13efnreAtarr rig Cppisrrucri¢ii: .1L?it7iin ten divs,iifier the Erkai e,Datdofthc' aerccmcnf (anises nthcnvtsc specified In thd,Gcnci it Fi:quircmtents), • CONrrRACTOR shall •suhniii to: GPJGL�IEGR.%rrcttewi 2 G,l. a preliminaryprogress 'schedule u dicaiing the times (numbers of days or dates) for starting and coippleting the various stages of the worm itieluding. ony htilzstones specified in the Contract Moments: 16.2. "a peel r nary schzdule of Sinop Deity r g and Satnple`;subnilnuls'which will -list each-iecpitred submittal nod the tithes for subiitiiiiij, revieicing:anct processing suchsuhmitUil, 16.2.�In no .,vase will a :sciiedul_e ibe aoceplabk iv}uefi allows less than 21 calendar days for each n+view by Eneineer. — 16.3. A-preluniriary schedule of,values for,all of the Wort: whA %vill irielud e'quantiaes and prices of items agiiegiuing the CoritCkct Price- and will subdivide the Work into component parts in sufficient detail to serve as the basis for pr , ess.payrnents dtmne construction. Nuch prices.ivill include an appropriate amount of overhead and prohtapplicitble to ouch "item of Work. 2.7 Berore :any lVorl ,at the site is started. CON•fRAS'TO., efid Hsi -N A..... eeeh deliicr,to'Hie 4hol OWNER with copies to eaeli uddottetal-itiwrzd ide:kt. roar (aplam s r I NC INGhR; eertiftcatZs of imirrmoe (and'cnher evidence of instirrince. whiii h-artier—e1 eny=addttienal rtsttxd m+y -Feuebt requested by 01NTIER) which COPTTRACTOR-and$4V'a,. Fdspecn"e;y�,e is reyuked k, ptuiihase 'and niainlaiii in +arxiiilance tvidi paragraphv �,+1-S.F and 5:7. :Pr•e`constrac.tion Conference.-' ?,S: Within twenty. days Lifter the Contract "I imes start it) nin but before any Mirk at the site is started. a iaercnce atiendicl by`C6\TTRACTOR..;E\GNtER and bfbe ,'as approprinie, will be held to estalikh (a working understanding-amonii the parties as to the Work and to diwii.,m the schedules referred to` iri iximgrapli',G, Pa,edures tar .handling Shop i rm ihos. anti other submiLWls prucessir>o Appliaitioris for'payment and maiiaain'ing r'etidiied records. - lniiiallt+Acceptable: Scherlalst t)., Unless otherwise, piv6ded in, the Contract. a'conferenbe attended by'CONTl2:>.CTM ENGINE and others as`enl,riiririaEe dL�ii hated b1-.0)1TrFR•°hill. the u-1N1.KAkA UK snau rulve an aamnonai{en Gays to matte ,correctionsand adjustments and to tdmpleta and resubmit the schedules. �o prognss payment shall be inadc`,tii C6NTRACTOR'Until'thr schedules are: submiticd io and accelitablei to Ni GINNER as proeidcd. lidrali. Th_c progress • schedule will -Ix: acceptable to F.NGR3F,FPi as providiig an orderly progression of the Work .to conpl tion Within any, specified Milcstunca ,aad the Contract Times, tut such acceptance will iieidler impose on "F2TTGINLL•R responsMity for the sequencing schedtiling or progress" of the Work nor gtterferc with or relieve CONTRA(TOR 60111 CONTRACTOR's full. Shopp 17ravringand Sample siibmiss`ions'ttiU Lien to lT?CiiNFER ns providtngp workable taring, rev ietvini and t)raescine the require) " ,A,RuCLE'3=Co,NTT2ACT DOGITIIILIYTS: hNTE\T; ;A,NENDLNG, REUSE Intent 3,1,The Contract Documcnts compose the•entire. agreement K-tween •O1WiTsR and • tbNTRACTOR concerning the Work- The. Contract m 'Docuents are. complementary•; what is`c celled for by one is as binding Hit if plied %rar by all. _ The coniract Dmarnents • willtx� eonshiicd in ncaordance with`the law of the plaer-of.the Project. . 3 Z. It is the intent .Gf the, Contract Documents :to 4 F:1C'[)COEtJkIt.V,40h7LHTiUti5 111113t {1 Jt,2V rtlitiml, wi CITY Of FORT COL Lt\S AtODIM CATIONS )I2L•V a r20001' dicc-rtbe to he m intended result will be 'furnished_;and tether or not specifically called Cor. �bT en isrs:whiehavive. t ,tell-kno,vn.technical or industry for trade °meaning are, used to k: matenalti :or equipment, such w(nds,ol be interpreted an accbrdarite ti•ith_ that 3.3. .Refe{wice. ti) Staririnrdv grid .Spzcificagoiik_ aj Technical Sncicties; Reporting and Ri alvi"W biscrepaiiciesi 3:3'1; Reference to standards. siiceifiattiona. or assacitit[oq'cir to` the'.I:eWs,or mean de or on the EffoctiGe Date. of iio'Rids):_escent as nil 13^. IF during the perfomlance .of C6fgTRA( IOk' discio•crs any' dint ambiguity o; . disciepi)ncy .'Ivahin du Documents. or,berwrecn the, Contract,Oixi any provision I or any such. Law 'or applicabledo the perforn+ance of'the Wor such standard, specihcation, marnial or instruction of arty, Suppher'r&rred to in pa CONTRACTOR 'shall report ,it to EN( writing at, once, and, CONTRACTOR proceed With the Work affecte'd.therehy any - .be in in 3 3:3. Except as otheiw•ise specifically slated',in the Contraci becumenls or . as may .6e provided by amendment or supplement thereto issued by one of ffie methods' indicated .in ptiramph.3 S or 3.6. the prgvisitM of the „Con-f0ct Gocuinents shall take pre, Cdence in resolving um clliclonerror, iaiibiguity or dikiepancy"between the provisions of the 6ontract Wclunents and) 333:L the provisions of :any such standard, specification manunl code or instruction (tvhcther; or ool }xciGcally'ncorpiratcil6y reCcicrce;;irithe 'Contract Doctniienis), Gr • • • s,3:3:2. tlic provisions of any suoh Laws: of Rulationsyappli6le to the pedornance,of ihr -t• orl.-. (unless such an interpretation of -the: provisions of the ConlracC Docuntents,woulilre_iult� to violation of &ich Law ur Regulation).. 3.4. Wiencver in dr.• Contmci bixoments the teinis"'as ordered"„"as du cted.- asjoqutrcd•, "as'allnned", ",as..' sa furriuhine Ca perfoiiiiance of thz Wrork or, any, duty or author ty to, undertake respomibilitt; contrary to, ,thc pretvlsiont oC pivagmph 9,13 gr any other prov edam of the .4rrrenidng an dSuppleineiituig;Cgrrtracl Duci,mi' riis. 3.5: The Contract Documcnts may be amender] -.to provide for additiun4; delcfions,and revrstons in the W rk or, to modifv.the terms and coiiditioM'lhereof in one ; _r mUrc of the f6llbwin0 ivwvs 3.5.1., a formal Writlm AntmdmenL 15;1 a Chariee Order(putsuane ld,p�trd`pmph'11003 or' F1C1K uttirxitr,coNuinOiaS i4t u� ti7'JGlittivai arrzTyot r6a1:.c6t:1nsntouulc�npr7s(tc�angi�oj 3.5.3 n Rork „C.kngc pirective (pbrsuam to pamgrtipNltlil). 3:b In.ailihhoq Ihe',requvemenl§ of lha C'pntract DucumenL _mey be supplemented'and minor yunatioiu tint] detmttons,to the Work, may 6e;nu,thcrwed,'in'one'or more of lhe:follovti•ins Hays: 3,6:1. A Field Pigi (pi rsuant to paragiaph9.5} 3.6.2. Eh?GIrNGlilj's'apprrn'til of it Shop DrpMng or Semple(pursUant to,`p<tra_araphs 6.26 a',id 6:27), or 3.6:3. 2401 ItER's written .interpretation or clariticaijon (pursuani to paragraph 9A) 'Reaue.tlf Dociimery&' ARTICLE 4—AVAILABILITY OF'CA,\D1S; SURSEJRRACF. XNQ 1'IIl'SICAh CONDITIONS; REFERENCE POIiNfs t vailabilip- ofGiiidsr` or he Contract L,s' to tie Coriaccess IariJs so fuCnishul wttlf.v ,' t:h CONTRACTOR; Ni' ill,Wc lti wntply-.-in perlorming.. ttin '\Noel:. Etsements for TRA(TUR'-,and MINER are umble to ,agree :ment,to or thc'amotutl. or eelznL. oC anyrtfJjusmu rContract Price or`t_he.Contract Times as a.resul Iclay in OWNTER's furnishing tIicsc'lank fights or easements ,C•OPFfRACTOR may make, u cl ror as provided in Articles 1.1 and i CO ITRACTQR sli ll provide fo all additiasal lands and access it, that may be required, for .wmpi rary•, constntclion Ncili(ics or, storage of -malenals: ,und . equipment 4J. :Su6surfacg airrl.Pgjt�icdlGnarhtliiicr; 4:?,l. Reyorfs iiird Drrlrvings: Reference t.}made to the Supplementary Conditions for identification 61` 4:? 1 I. 'Subsvjoce Conditions: Those reptirLi or• .explorations anJ tests aC'subsuiface conditions -at or cnnu. ous io the she that havebeen utilind.hy ENGfNTER in Preparing the Contract Documents;. end 4.112- P/nisical Con<Rlions: Those.,drdwmas of physical 'boridit dns in or relating to,existing surface or:subsurface structures at or contiguous to the site (except,tlndergroiid.Ivciliticsi. that have been titilized by E\GINEER ;in preparing the Contract Documents, 4 2 : Limli.erl Relianca br. CGIV'/Pt,4477JR Aurhnrirgil;' Tecluricll.Doto: -CONTRACTOR may rely upon the gene al-nh6urary of tite con6ined ❑tisucli reports and dradivings. but such rcportsand"drawings are. not Contract Doeuments. Such "technical Nita" is identified in lhi Supplemednry Conditions. 'Except for suchNliance on Stich ".technical &na", CONTRACTOR niay not rely upon or make atw'oiatm against OWNER.'FNGINHHR'or any or ENGINFFR's Consultants with mspea to: ,42.2.1 the eomplctcness of-such'reports and dratit=tngs for (,ovrRACTOR's purpcis..s, inltidint , but not limited to any' a,ptcts, of the, means, inethods, lcchmques sequences and procedures; of construction- to be employed by, CONTRACTOR and .safety precautions acid programs incident thereto, or 4.2.2.2. other data interpretations, :opinions and information containedin such reports orshrnvn of indicated in such drawings. or Q 2 2_3._ any-CONTRAGTOR interpretation of or conclusion drawn front-any'"technical data" tv any such :data interpretations, upiiuom or 42 1lolice or Deering SubiridIke or Physical Coridhiona., If 'CONIhr\CB OR believes that am• subsurface oe physical condition ccmtignbus'lo the'si{0 that is uncovered or revealedcithet; 1 2.3.1.. is of such a nature as to establish that any- "teclinicd tfiL3."'on',whicti CONT2\C:TCIR is znutleil.iu_rely asprovitled.in paragnpphs1.?,l. and 4:^2ismaterially naccuiate.of ' 4 32. is of such a nature as to reyuire a cfwir .: in the Conthct DoLoments: or 4_7.33. differs materially from that ihoivn or 'EICOC OENER L CON01710NS 1910-8 Lt 'N Edil ati. w Llri'OR FO0.T CULLfiiS lvfOOn9CA'IID�slklil'AnUnal E indii-ataii in [ltr Cqutra%t Drxumi'ntt or 42.3.4, is of an unusumil nature, and cullers materially from conditions orili 11r '. &hcountered, am] generally recogmad •a's-inherent in, work of the character p63vided for in the Contract b6curn cnts: then CONTRACTOR shall:. premptly immedialely :alter bccomirig aware thereof grid b�forc further disturbing ainditiorts affected ;thereby or,per(lirmutg, any \Vurk-in connecretd tion theiiiii (except in an emergency :as permitted by pamgraphh&23); notify OW\tER rind 01GIN%rR in writing about such condition, C(' NTKACTOR�shnll not further.disturb such conditions or perform am \York in"connection thcre%4Ah (crocpvas aroremid) until receipt of �vnttcp ordecta do so. 4? 4 AW'GINi'ER's Re t n 11,161,NL;I"sR hill piomptly.review the pertinent'crondidbh-,.dctcrniine the netxssrty,uf Olt?JER's'abtatntng additional c.v oration or jests wuli respect theraq;and advise O\VNER in writing (with a . con, to C'iWrRACI'OR) of ENGINEFR's findings mid conclusions. 4.2:.5Povible Cohirbet Doctu?.Oity Change: ,If LNGINTEIER concludes that a change tit the Coiitmet fkwivacnts'isrcquirad as a'rcsnihuPa condition that meets• one or more of the categories in pinagraph 4.2.3,,6 Work Change Directive or a CliangeOrder .will tic issued as provided in Article 10 -to r4nt end document the consequercesof such change, 4.3.6; Ya.vble Price: artd .7511nes .44usiiiients, An equitable adjustment in :the Contract - price tit, im die • Cnntmct Tinics, or botlt; }vdl be nlloty d to the -extent that die existcnde of Such.uncov'crcd tie ieveated,conditton causes:an iiicrerise or decrease in CONTRACTOR's cost of, or time regUINd for performance ol; the Work' subject, hou•evcrlo the'folloµ•utg; 4.2,6:1. such _condition must meet any one or more of the . ca4egores described in pa6gmphsA2;3J through 'a2.3.4,inclusive; 43,e5.2_ a chanee'in the Contract Documents pursuant to paragraph 42.5 will not be :an' automatic nuthontatk)n -o-r rwr n-emdition pretx&ht to'entidement to'ky such u4justnierit 4.2.6.3. with roTIC a to Work that is paid for on u Umt once $asrs, any udtuslmenl, m C:ontracl. Price will 6- subject .to the. provisions ibf "paragraph 9 IU,and 11;9 and 316:4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times 42.6:4.1., CONTRACTOR t:rnw of the ,exntemV of 'such conditions at the setae COhil'lL4C"CUR made a. final commitment to �OWN6R in. resiiect of Continct price end Cgntrect'Cimcs b•lhe • gubiiiLscion d 6 bid or becoming bo'l-ind un(Vr n- hegoniu6 1 or. ed 4-2:64.1— the .existence of such condition could reasonably have LxeTk :di'w'bVered,0-r revealed'as test or 4-.-i6.43, failed to giv�. thc'written fiotic� wit6'thc'ijiiac -aid . ,us required by'Fzirn`cnrioh 4.2.3. 4.3.. ' ical Con(fif ' 43ii. �Amm or 1n&cWd: The ihformation and data showfi or 1ndicitcd in thd' ('--aatrct ',biicumchts- witli respect 16 C�isting Un&;glound:Fact &% '61 -Or contidu6ds to the, aim is h=d Ph infbfaia-tim*d data, • furnished to ONVNFR or FNG TWIFR by the ownem of au Under ground.,Facilitiei or 6};'6thers. Uiilesk;it is oificrwNw expressly 065vided .'inthe "..'Supplementary Conditiow 433,1.01VNIER-and ENGINEER slin] I n6i bc, re!q)qnsible fbi theaccurnav or completenmof-any such itif6hpiation or datic. and 4.3. 122, The cost 6f all of die following will bc, included iiii the Contract Ri& and CONTRACTOR qid,jiv) die:safety,.and Undjigrou ' nd Facilities as 62) and repairitt any frbni tlieXVorL Mai Shaim.ur hydimle& If is umovered or'rdualed it whirl '%4, n6t shOWill-Of �,L)6cuhi.crfs, tL;pN1-rkAd'(-)i elVafter bLcomim tiware.ih as of lie C['rYCWFORI COLLINS NIOD , 11TICATIONS (REV4 P20110) E 'Reference Paints: 41.5. .40eslvs. POY. N&dIpun, Hazardous tkasf.e pi Alater'iatk -7 ARI C, LE _5--BON"DS'AN'_D, I NSUPLANC E I s.i, coNrrRAc_TctR,sha turnisH Peif6rrmncc and one yea or %rmu vc in me Corm, prc�uw vy. me _onimut om� umcn, txupt as pr�Wdl thciwuw'by Lanvs br.Regulatinns'and ulwll be executed by such sureucs as are name •in'the cuircni liv of '"Companies Hnldiho Cenifient' ' of Atithority as ;lLceptablr Surefies'on Fcdcral.Buncls shil as- Accotnhie Reinsuring COffiprimes its puhl_Lehcd in C;w�il,iir570 (anmicled) by the.Audit '5taa-, Buicau%of nn .­� - (foverie4 Financial Operaii6m'u, - S II reasin, D�fxa6icnt All Bonds signed by- an . agci.�i Irriust be Ic co mijinic d-l)%' a, certified'&nv-of such ag6V.q'iLuth'MIy , tcact. ....m any BoM furnislikl by ... tlie suray W\WRACTOR ,is declued'ti ,hankrupt or becomes insolvent or it; riaht t'c)-dci busiriuss is terminated -e anv I' state whde any finn of the,Project is locatedorjt,.mws to 01Hvithin Icn er'stiWituric, nn6thcr,Bpn,d and surety, bnth'pF_IIvTereuNft, be acceputhic io.OWNT.R: 5.3., , Iiiciiitsad 'NuMid and inydrm; Ceitif,64ION of Insiirance: �._;.L All B6nds uii�i insurance requLred by the C6 ' n", ct DOC-Um6 6nts be purclitised nthl maintained by by OWNTER ar cwrRACTOR 'Slwll be obtain&I from surety or insurtince stir tarries -that . vs-"t are duly .So oroViaed in the Siiurilerhentanl (`ohditi M-'S-. _r 4 1 EA bi%CLIC.-t3ENERAL �ONIYTIONS 1919-8 (19,)Q Utlitim I I W11 I CI . TY OF FORT WL - LINS . MOD . 111 , CATiGN S'OtEN, A'C. 0 0 01 E 0 0 Is 0 COATIMCTOR'k Liab ; Ifiry lnswahe: 5.4.1. ola-ims under wuvkers' compensitiorZ disability h6ricrits and biher-similar i:mpIoN*.C'C benefit ;idt.i: S.43: claims for damages because of h dil injury: 9, i CK;eUp;ition2l sickness,' or �'or 5-4-3, clams for damages because of lindily injury, sickness or�di,scasc; or ideath,of any person* 6thcF.tlmn CONT17RAC T0R'.%,!qiriIqycqh,- SAAO: include contractual. . lihbility, rinsumrice cove , n . ng �CONTRAGTOR!i indemnity obligations uri - d5rpareqa*6.I2.6_I6and6.3l thiou 633;, 5,4,1-1, contain a provision or endorsement that coyeripge' aff6irdcd!�Vvill 'not ;be , cancelled. materi 154.11 hFiriain -in,elfcct.at least until final rxyment. and at all times ihcrt:aficr.NyKcri'(:ONl'[tAZ:fl'(jR inhy N- corwcuingg� remov'ihg vr' Mplucing r1ekelive Wizirk, 5.4,13., Vith respkt ,to- c6mpIkM okin t i6ru; insurance,. nee, and any.,immrancc coverage written. on a 6liiinii7nind- bails remainzin effect for sf-,Ieaqt two Ycars.afler final p_ayincnf-6odcibrrKACT6W shall iA4—.cI6ims_tbr,dafnn2s- iiisured-by--custoniFiTy 11 1 whirica'ic Qr'ins-u_n'i_n.cc'. satt&ctoiv to OWNER vtoMnsa-diiely4w insured',d continuation lo it l re W'• 'MPIGyinentia-surh- , arsmy paytnznt and One year there G 4:5_ claims For -,damages, ., other than, in the zimelf," &,cmise-,Of 6jivy .to 6r di�truetioh'ofilingihje; pr I ki4icci I including 6t­,'U'SC_ .resulting 5,4.6: claims for damages because ofk6dily,iniuty or sit,_out of the ownership, ship, mam"taiarke or use of tiny y motor vehicle.' Thr P6l c', , f jes,i)insurance:so required bythis I)amgnph 5.4 J9 be purchased and maintained shrill 5A.S. include- the specific' coverages and- be, %vrikn Tor not less thanihe limits or liability 6rot,ideddn'the 5upplemenlary '�&Oifions ior YeZILared b'- - Cgivs -or eater, 5_4.9, include completed,oNribor:,, insufance:1 IVIC111-YOFFOKI'COLPM MODIFICAnb'NS (REVW.0110) ;h oddiliorial like at" final bv , CONTRACTOR, iindey- rpra (WNER, 'at gmr4i 54 _4 maintain at OWNER's 'iik, stay' purchase andfir inta n CAVINEZ's expense OWNIER's civii Nbility,-insauunce as vVill protect OWNtRaggitinst,claims Which mayct4isq from of em protect the CAinigict Documents. ftqpeqi' Insurlan - ce: Candtteats,--•06ttNC�i� :shall pureFmse anal -maintain Pi M SU, Ill,. li� i- PrIN Supplrmentery-Cundiiiori r-TNLiiicd-by -Lam-tind elude each-oC-iv}iCtti,-isdtamid to arid &ha if Iro listed is`­anqM1dd �_'_ddd iti6rual.-IMUred; 5-k ShA 1-k-)SS-.OF 14 the--, fol 9 !Cove flWiFM7aqid—,mal101 us-mikhi,41.1 UWas wale- H. ale As -may 1w w fetrs—ksnd UrCh i iCA;W)_.. WH -in-th wla nu payment -As !Mtlred to wiiini oertifitMe oP iirinrAni3v4m1 - afi t� i& 59, OWNER shaH not N!, responsible for puriefuiiinb artd maintai6ing any' :property insurance nce to protect the interests of (:OiFrR-ACTOR, Subiohtiadois or others in be- Kulu*d, :n th�o �fly :Mu"nee .......... F Fln.1 M*L d e coA tlietuef� A44 H! i-L bicMUENUIALCO - NUMONS 10 wt OTY_ blviiORT W, LLI , M 4' t2000) site-0 WNGR-shall-in G. Of. iP6 5A !.a, H—OWi04 "WER "FRIles —4-hts Win 6r,A----C-iDNTRK6-TC-)R--.,vubomtmct6rs: 24Gl#itk bay`und�direetyy�iysi�iif-low--.cu-. do m age -to and or -not uikairdil-t�;IOXVNER, 0 0 rei�over�-a;aunt=piv,.eI-GONfIirW"CO[2t-:Sutwonfrnctars: �c �,GpNR-. --- r.� � .r...;.-.;.,FFents-. 4 the-emeey3s; be d xs{ePs{iny osa�a entsYFenv ai ihav pn . be 'ReceipraadApplicabon of lnsumnce'Fri�ceeif .-. 'ucl ch 5.12 .City insured loss under the pbli6es of ins&flnce pn required by pamgr<iphs> 6 and ;5 7 will be -adjusted t4[h en O,�VIVGR anJ msde;ppy able to ��\R�?R2 as lilucwn der ke ills r. F ,tnstlrrds:us Iherr;mteres[s. may uppeac,"tsub,7eci toihr 'ace _ r RTICI E 6i-CONTRAC'I'OWS RE"INSIBILTC1ES ucc6nlancr'tvith such tigeemem us the parties inInterest mn,y rencli 1Pnb`other's.Tepla eefil'agreemem is reached the &mi\Y nded-ork shall hcrcpaiiM or rced, the moncvs:so received applied! on aLcount'therrof tmd the Work una the c6stahcrcof oovdnd by an appmpriafc.C:h:ng;c Order or AVAudn Amendment." 513. OWNT-R as fiduciary shall have.power to adjust end seitle any)oss -with uie_ irttivrer, unless one. or the panics in uuerestshsll objcdt in wriung within fifteen days ;after the-occurrend or, long to0%'Vr\tEXq exercise of this poit'cr, If such objem ction kx made, OWNER as fiduciary' .shall make seulenfent will/ iltr..iitsurers in nccord,-m& with pft�f-(e:FfF#rFiMFlePef-SUGRBUEh'S. :dceePtince ofl3mrdcand Jasirrarrce 1*gtj to RePpce • ". Pnrtinl'Utili:uti on-Pruperq� Lnirrturce:. 5,15.. 'If O %NI ER funds"it necessary' to:oceupysor use _.a portion, or portions of the Work prior to �ubsimotinl UtUCl�li'hhX�\t:,CO +'U1710:w7 01 VS (i On Edliui) a/CI'IT'OF TORT COLLINS MOD119CA11ONSIR2EV- 2000) 0 the Wgrk4 :such in 'FICL'brdlint:e uch use"ur occt sliperripion and.Vgp& htehdehce:. i.10: code lave -uny 6.2. CONTRACTOR shall keep on the Wor{,at all times dtutpg iL5 prig enm a competent testdcnt: sureriniendent, who_shall not.be replaced ivitltout Ni ritten notice, to OWNER .,and L•NGRNrI- except under avaordinery circumstances. The superintendent will be M!TRACTORS representative at t}te siteaad`shall have 'Lnhar 3iplerinIs ond'Egiipnzent,i 61.3. CONITRACTOR shall' prow suilubly 4WIifitil personnel to stFr Lunntuct ` the Work as ,. required b, priiieciion of peersons site; ona8jaanf;there ed in they Contract Dm be perfurmed during YTRACTPR avill~not 6,4. Unless otherwise specified to the General Requiremens, CONTRACTOR shall'fttmish and;tnstrmc full responsibility for=all materials_ equipment, labor. transportadon:.0rislrudion equipment and rischinery, tools, appfiancm flioct poti,ei. light halt, telephone; Water- sanitq'n, facihti�q _,tem( om r facilities ,nod .all '81JILT facilities rind incidentals nrcessary'for the fomisking.. perforhiance. testing, stari-ur and completion of Use Work. 6.41 .Purcltasitie.Restrictions' -CUNTRACTOR Must comply wid .the C.ity's purchasinL restrictions: AA copy of the resolutions are at'ailablc for review, in'lhe offices of the :Purchnsine and Risk .M.anacaman 'Division or-the'CitvClerk's office. -' 6.a =. Ccment'Restrict ions: City of Tort Collins Resolution 91-12I rcuuaes'that svtrpliers and -producers of cement or.nroducts wraninina cement. to ccrliFV that the cement was not mude in conicnt•kilns c9_ that hazardous ivaste'as a fuel. 63, All matennk and .e*ipment shall he .iir good quality and nail•, except. as uthuwisc p civided in the Contract Documents. All warranties and guarnnte�� , sneciGllvcalted for by the Specifications shall;G:prcssly required tests): and cquiprtient. ppliect _installed, cnndltioned in Prngrecs Schedule: 6:6. CCKMAC:FOR shall adhere to :the progress schedule established in accordance with paragraph 29 as'it, maybe adjusicd from time to lima as provided below,' 6:6.1, CONTPACTOR shall submit to ENGMER for acceptance '(to. the- extent indicated' .in paragtap 1 - . pmpt>sui a' histnieitt. in the progress" .whcdule that will not'chaq,c theContract Times (or :Milestones). Suchadjusinw will con1bringenerally ai the progress schedule then in elrmL and tddrtionillly. will' comply with any ,piur'isigns of the Genital' Requirements;applicable thereto. ti Q. Proposed adjustments 61 the propiess schedule, that will change the'Cpntract Times '(or nfilesturin) shall be submitted in accord_ since ivith he requhemenU of paiagraph 12.1:, Such ndjusimenis may only be:, matte, by a Chance Order or' Written Amehdnieril in accordance: -with A Ocle 12. -G:9. .SuhjYirurea nnrP"Qr-EquBl" /tads:• 6,7A.. Whenever fits •itian of `malenal or cxjwpment `ts spxcihzd ar elm-_nbied in the, Contmci Daumenis bj using lhename of a proprietary item or the nameor a, particular Supplier the spccificaugn or _description is iriterided to establish the type. function mid gttafity -required- -filets 'the specification 6r •descripti6n t,rcuGu>:m�taUit.coNurnox5utu .t5tr�abrutia», 17 w CITYOI: 17ORT C'OLUNS AICAMPICMiO, Sdill",i h00t11 went m Lit is foll6ved by wordy reading_that no like, eyuicglent or "sir=<ti{ual" :ilam or no substitution is, pemiittcil other items of,material or egtipment or material or egtiipmenl_of other ';S401iers.may be it ' Itrtl by 'ENGQSTEER- under the folltiwh39 circumstance: if in xMjINEER's sole etion an item -of material or e4 osed In- (rONITRAC:fOR . is 'font lice thnr•,named nail sufficierrdy'simila inge.in reliictil Wurk tvilfbe regt Gel onsidded hj' ENGINEER'.as an ",6 in vr}iich case revieti• acid approia nszd item may in ENGINEER ction be. acciimphtihcd }crthotit con ,Some or all of the rctmireme litance ofproposcd sulisi tuff itemg., 2. St&is tatv'lti cis: If iii tiNWj1NE1 c[ion an item of mateal or,eq osed by COhrTRACTOR`doesnot•gt Sr -equal" item under subpanigaph 6. be considered a proli'osed substitu ITRAC`-TO.P shall submit s motion as provided helow' to jNT-MR t6'dctcmine that the -item of juipmcra propincd is essscntiallv'cquit named and an accclilnhlcsubstitutz i j%`&cdure for redietc' by the ENGINL de -the -Gillotving as 'supplemented meal Requirements and as ENGINEI is is appieipriate under .the circuit• rests Ila review of prop 6sed substitu atcnal or cgri_ipment will not be'accr sole iance for ;sole: miens N us a „it item. iciest Blow' tcrial im to n:for. t will i the TRACTOR If CONTRACIOR wishes to al or use a substitute itcfti of maichtil, or merit, CONTRACTOR,_ shill iota make m apph ation'lo 13NG Ntm for acceptance 3f, cemfymg that die proposed sub9titute will rm �diquately the tunctions and achieve the s called for by the ceneiul desitm. be sihilar '-stance to that spccificd and be suited to the .u..c as diat:sliccifi& The application will the extent, if mij•,'to which the evaluation tecepatnce of the propised substitute will dice CONTRACTOR's achievement of mual Cumpletion on time whether or: not Aun"tz of -the su6atutc for use in the \lrurk require a change in .any of the Ctnract ments -(or .in the piobisioni% of any other . contract with OWNER for work on die cl) to adapt, the design to -the proposed itute and whether or trot' mcorporuiion or use substitute in.connection with,the'Work -is ct to payment of any'licerisc fee or. royalty. n an Itemh[etl estimate of ;all costs or 'will result directly or tndirc68yfrom of suchsubstitide, mch]i inc.costs-of id'clainis of odiei "ci:m6actnrs atYeaed • 0 Is TRAFFIC CONTROL COSTS FOR EACI I PROJECI AREA BELOW SHALL BE PROVIDED AS A LUMP SUM FOR 1'HE PROJECT AREA. THE SUM OF ALL PROJECT AREAS BELOW SHALL EQUAL I IIF LUMP SUM COSTFOR LINE ITEM 630.20 TRAFFIC CONTROL LISTED ABOVE. Project Area (SEE PROJECT MAP AND GOGGLE LINK BELOW) lh.it Quantity Unit Prier Total Cost City Park Ave Lump Sum 1 $ 8,160.57 $ 8,160.57 Derr) Lump Snm I S 14,689,03 S 14 689.03 E Stuan Lump Stan 1 $ 4,896.34 $ 4,896,14 Golden Meaduws Ltnop Sunt I S 9,792 68 $ 9,792,68 Indian Hills Lump Sum I S 44,067.08 $ 44,067,08 Irish Luny. Sum I S 4,896 34 S 4,896.34 1FK 2013 Lmnp Sun. 1 $ 6,528A6 $ 6,528.46 JFK2014 Final, St 1 $ 8,160J7 $ 8,160.57 McClelland Lump Sun, I S 19,585.37 S 19,585.37 Mulberry Lun.p Sum I S 24,481.71 $ 24,48171 Pelican Marsh (Natural Areas) Lump Stan I S 4,896,34 $ 4,896,34 Prospect Estates Lump Sam I S 13,056 91 $ 13 056.91 Shenandoah I Lwnp Stan 1 S 14,689,03 S 14,689.03 Skyway Luny, Sum 1 S 6,528.68 S 6,528.69 VincD, LumpSum 1 $ 9,792.82 S 9,79L82 W Eki abeth Lmnp Stun I S 19,585.37 S 19,585.37 W Smart I Lump Sun. 1 S 14,689.03 $ 14,689,03 TRAFFIC CONTROL TOTAL Copy to item 630.20 228,496.33 0 9 • & . hnnige, by ENGINEER in the proposed, &,uL�sdtutc. E��GfNEER Ina 3.. rcquvr CON-FETOR to furnish additional data aboui ahe su Itute. 0.10. Ca?v7R4(, TOR's Ev'pense: Ail data lobe pxovided by CON71RACTOR iii supNi-t-ol'atly RLWsed "r-vqual'._' 'of subifitiiie Am NAI 13,c at CQN'TkAurutz's expense. 6.1.-21- ,SubSfiijite Cofisiructiw; AMh&b- •or If a slv8ific nieaotz, method, tedhiiique, sequttnce or proc:edure of construction `is Shown 9r. indiPted -in .and expressly required 1,5-' the, Contrrict . eor u , firi liz�, , , b�fiIn sutute means. tho-d. tit&ii66e. smucince or itn'r or �2 i will 11-m Shop Drawing- QWNW may require CONTRACTOR to Fumisli at. CONTRACTOR.s -6.8. Concembzgl Subc.ontnict.ors, S�tppliem and W/ CITY OFFO.RT COLLINS MODIFICATIONS (W'412000) 6.9. 6,)NTT&A(-TQR sInll perlbirn , not kss than N ixgum of the. NV(wk'.%%ith_iLs_tnNW forces (thaC.is. without subcontractin). The 20 pzmcnt requirement shall.be understood to refer to IhcAVork, the value of 'Avhich totals not'lessII­mn,-2Q:V!;&nt,-of thc'Conuj4c liicL b.contriietors, 'Supplicin and other lies m mticirm fu fierronnin -or - " i or :indirect nushing'iany of the der a direci or indirev- cmirrict with CTOR just -as CONTRAC-TOR is c - for CONURAGTPR:s o%km octi; and Mithing in tha:Cvfi"ct Documents shall thi"benclif, of ariN� Stich Subcoritm��toj, or other nerson or &itn6izatibn aril' DH Of on, (h any or 13 6.9.^, CONTRACTOR .shall be solely responsible for scheduling and coordinati tg, the "Work of Subcontiactws• Suppliers and other persoiu and oigam�tions performing of Affnishing ariy of the Wak under a direct or Airect' rcontract with ilia or ` urnisfi with the LNc 6i I Q. The divisions and seeders of the Specifications ,and the idenafications of any bm itigs skill not .control. CONTRACTOR in dividing the Wuik among Subcontractors or'Suppliers or delineaii tg the Work, in l,c .perrarriedhVa, spccifictrade; 6.11. All \Nark, perfoiniM for 'CONTIZACT0R by a Subcontrucor or -Supplier , will be , pursuant, It, an appropriate a�ccment betwcen,tONfhAGTOR and the Subcuniradcv ar Supplier which specrtcall} binds th`e Subcontractor or Supplier to the epphc:t6le temis and condiiioits of,the Contract Doc uments, for the henefit of Oit,'Nlilt and Iii;rG1NF•ER, Wfie�any such agreanient Patent Fees and Ruf'alriesr 6.12, CONTRACTOR sliall pay all license Im and royalties and assume all chests in to'the tie in the performance of the Work' or the irworpomilitla in the- Work of Tiny invention, des-ign, procez, product or d. v rcc, which is thin subject of patent rights or cop}tightslield iv others: if a particular inen vtion• desim process, product or device is spaciLed' in the, ,Ccuiimct Documems _ roe use in Ilia performance of the \Vick and if to the actual knowledge of ORTILR iv LITGII)LR iLs iscts subject to paterit rights onc6pyrigW calliirg for the payment of:nny license fee ix royalty- to oihers, the e,,hstence of such .rights shall bG disciloscd,by 014?JN;✓Ft m Uhc Cvminei llueumrnts. '1'0_ th'c, O\V'iti'GR. ENGLvTSft �ENCiINriER's Consuhnnts and officers, direeturs; cmpluyees; agents_and.otier consult 'of each and raw of them from and zigniiul all claims,cc losses and damaees amine out or or resulting from infringement of patent neh{s or copyrights iicident to use'in the perfonnuntxt of the Work Wresulting Gom tmorporation in the 'Work- pof any, inventiori..des process, praduct oc dodiec not cgtfmcd in ,the WCW I:XER L t•'ONtNTIOM 19108 1996Ediiian, 14 w pTl'OF TORT (�LLI Sh10U117 CAYIO\SIRII'A lallal Permits 6,I3Unless otherwise prorided'at the Su C'tvmdtitSni; CONTRACTOR shall obtain an con struciioirperniits and liccrses, 'OWNER q(O AC_1'OR when in_W, Work, and'(AVNI•R shall jay all charges ot'such utility 6wriirs for capital' costs related diereto such as plant im esmient.fees.. 6.14.•. .Laws and lieg datiunr : o 14:1. 4CONI.TRAC:T.Ok shall give all notices. and complyy with 'A I Laws and Regulations' applic:iblc. to furnishing and �prrformanee 'of the Work. Exoepl where titliern1-e e\pressly required by apphcahle I.ans ,and Regulatinii.�, .ricither OXVNFIZ nor bNCilAE%li shall he respensihle for monitoring t,QNTR Ai'. OR's compliance with any Laws or Rcguhitions' 6.14:2. if CON'IR-m-rOR, p&l'orms any Work Maw ng or hm%ing rcax n to'1 note th It It is contrary I(' Lams or Rcj, aligns; C(71`>-1'Rr\C I OR shall'hcsir make contain that tic Specifications and Chaa•ings arc in accord.•inw tvith.Laws and Reoulat-6110% but this shall riot reline' 'CONTRACTOR of C;ON'I'RA(:'I'C1R's oblipatinns utidci paragraph 3:3.^_. Taxes: 6:1+, �CONTR.Ar TOR shall ley all roles; consumer, use and other smntiler taxes required to" be ;paid by 'COMPACTOR in accordance with the Laws and Regulations or the jtlace of the `Project ichich are applicable during the performancr of the Work. 6.t �.1. -OWNER is exempt faun Colorado State acid loll salts and use Mixes = on materials to be pejntiinently inn drporaled'intu the project., Said tax s_ shall not be included in the Contract'Price. Address: Colotrido,Dcoaitmcnl of-Revcnu State Capital Anne • • 0 0 1375 SitirrivinStreet , Denver: Colmar! .80261 Sales and Use Tales for the State of Colorado Reuiorial Trariswitatidfi' Dis&Jcv fRTD) -and,certairi Colorado coruntiek :are collected 'bV 'the. State of ,Colorado :und artFJncluded :in, the Certificatiod, of Exemption All voolicuble:'Sales und'Use Tuxes (includim,Suitg: LbIlected taxes): on any items other than"constructian .and buildinc malefials ptivsicalh- incompratcd into the 0 0' 8 L6 rd 'IIACI'OR and are.to in —clEded u: US ii, Use of M"Iixes 6.16. CONTRAGTOR 'shall confine construetion Nui'pmcTd', the sL6iiigr- of imiterials iind'ekluipiumt and the operations of-vvorkcrs.to tfic*sitc* and 'land and areas, identified in and pciraiued by the'bariLrnct Dwimen Ls other lan-d- dKd Areas"iticd,byJLatins and' Regulations, oc6i6ant thereof or or a4 adjaurii froin the 1cab6ance of the Worl(. ,made- A)y iny.stich mviter cir-oct Orfoirniance'rif.the Work (.'ONTIL SC114C with such. pa,rty- tipru 'resolve die claim by* arbitration or ; lirnrc§&p rif.irt IIIaNv_- CONTRACT ,ectent permitted by Luvs and- Regi liold linnii1ei4 OXVNTMZ_ ENTGE LbitguiLinit aiia movio'ni: directly of egg itablc, brought by 64 such owner 4 OAVNISKENIC. INUR or ant' other lym :under to the :r,xtcnt causedbyor I;iisid -6.17. During the jo �. At the completion of the Work CONTRACTOR remove all waste rawrials,' rubbish and d&ris froin about die premise,,'ai ivell as ;ill fools. Wtiances, 6:18. CC)NTR-ACTORshall hbt'16adfiap.emit,anyrerI 0 f,ariv, strautuic to -,be I&dcd; ifi any juhriner that Nvift cridauntaq rfie'strucuare.= nor shall apy:pzrt of -the Work or'adjacera property hy to stresses. or - Mhri ­ , pressriTcstbatiylll.e 'lei vra. Richrd Pocuinewts W/ CITY 1 OP FORT . COLCIN.')'N 1 10 , DIF . ICATf0I4&1 �Iuiv I VZ , 0 , 110) I - I - .- I � - . I I - . � I � I I � 1,tiqfeol alid,Proterfian: 6.20. CONTRACTOR &half be. responsible Vor. initiating, maintaining , and ' I P-,'ising, all salc�, precautions and programs inconnectionwith:the Work J (_W\N?A(;-rQR'.1�hall Eake.all t,h,eIsarqiy of. and shill provide the necessary pn trclion to, damage; allury or:lms to: 6 16-It all persormon the Worksitea,iYho.iwy be affcctcd hyihc W6rk-; ,610.2; all th6W6fic and materials and:Mcint to ip_ be incutpnmtcd th c'ic i i i, whether irt % t drag c sir 16 i o 1Y, tqo 'a ill 6,26.1 other l:iropeny at, the site'or adjacent thereto, irici udir I ig trem shrub I i , law .1 m . ivalks�'. pavements', roadways structures, . uti"1111-cs and (� Underground Facilities de signated for.remova, 'I"Cloeation o� replaccrntont in the course of e6riatructioire 15 notice to OAmtER;and CC>NTRACfOR ,in 6ccordance with paragraph 14.1S.that the Work is kceptable"?t>%6&pt as otherwise, expressly provided in connection with Substantial Ctnnpldion).. 6.21. .wepi'Repreientative OD1TMCTOR shall destenale. a 'cgtalified and e.�vRienadisafetyrepresentative al the site Whose duties urtil reslrimslbihuw shall bethe;preventton of uci;identStmil tht rnxutl tin ng"a ci suPeriof sttfaly'prewulions Find, -pro rtg rips. Hh:.nrrt.Conununirntinti Pioemms: 6,22. rO\rl'RACTOR shall ho r6poricihlc fair 'wordinsting any each trge gfmattri tl mil ty,dali sheets or other hazard mntmuntotnnn infortmtion'required in. tie made-uvailable; to or ezchurtged belweciiur• among employers 'at the site -, in nceordancc ',with Laws or Regulauons; tinerb�en stew:. 6,23. In emergencies aficcting-thc:mfety.or protection of -persons or the Work or-piopcA( ai the,sitc or adjaLenL thereto. C.OTVURAC'I'OR, without special' instruction or authdrizainn frwiin'G1',NER or ENGINEER is oblisated to I to ,prevent ttuenteneu mmage, mjury of CON I ACTOR :;hall `give HNOINH13R, prompt' Ra notice if CONTRAC.'7UR believes that an;' stgnif ;in armgSa the \Norµ or variations frrini the Can Doctunents lnvc been ca"i d thereby.. If ";ENGIN dctcmiiii& that a -change in the Ccai&act.Documco required because of th'e action talxn by CONTRACTC. response to'such nn emctgeney, a Work Clmnga Dire or' Change Order will- he issued in dticiunmt consequences of such action, 6.24: 'Shop Drawl.,av and Santples: shall submit "Shop_ Drewi varilapproval inaccorda ulc of Shop Drri i nes� aiagrpph 19). All submit will be identified as xequtrememS, the uam snows on me onop vrawutgs will be complete `with respect to quantiii&, dimensibm.;skeified performance and design criteria; miiferials and similar data .to show ENGINEER the materials and equipment CO UPACTOR proposes to. provi& and to .enable ENGENTEER to revwe v the informationfor the 'limitedpurposes iecidired by, ,piiragrHph 6:^6. 6.24.E CONTRU CTOR shall also submit Samplesgo' LNONEER far revietiv and'approval' in accordance with said accepted schedule. 6f Sh6p llT'H%Vi gs; snit Sample submittals. Each Sample will"be identified clearly as to rhateiiah Supplier. p:aincnt data such as -catalog numhets and the use for which uttcnded and otherwise as ENGINEER may requtre to enable' ,bNt cwfNPYR. to rci•imu the submittal for the limited biCUC <,b'� IF'A`i1.4UNUlTICwh1S I l tq-a li Y1V,Et41im1 16 a CIIY oP PORT COLLIM M666-1,Cxjlb,'$(tiLX AMMA puryxx?s reyu rcii by liarigraph ii 26 The' ItCn lxrg of eat h Sample to be- submitted will be ar specif etl in the Specifications. 6.25.. Submittal Proerdures: 6.25.L Before ,submitting ,each Shop Dhtvvirig or Sample„ N1TRACTOR shnil have determined and Verified: .. . b a5.1 tl Hit field measurements, guaranties. dimensions,. specified ,performance cnlerisk installation requirements, materials, catalhg nurhbtas and similar 'information, tcith,respect thereto; 6.2.5:1.2. allmalerials with respect to intended uw,, 'lanricahon, shipping, handling,; storage. assembly and installation , pertastuig 'to the performanccof the'Nork;.and " 6.2i 13, all, information eelatNe to cZr , 'CRAC f OR's Sole iespinsibditics in respect of means, ,methods, technique: sc4uences and proccdures'.of cottsiruction and Ifciyprceau_iions ,and pmg6wsindident thereto, comrRK.TOR shall .also have revicwi�cd .and coordinated each Shop Drawing of Sample vvith.other Shop 1)7wings and Samples and with the requrremems of •the Wart, and ,the -Contract DocunicnCs. 625 .. Fach suhuiitial bill hear a'atanip or -specific' written indication dual CONTRAC.TOR has satisfied C,QATTRACTOR's obligations under this Contract Dgaunients,with respect to CONTRA( ;TOR's fevicw and approval ofthat Submittal. time. of •cash' n addition, shall muses a, specific, iwd5 on each Shop Drawing nrtc) I to' ENGINEER far review and approval sign concept of the completed Project a''s a ning whole as indicated by the' Gcmtracl tents. ENG_WEERF's review and approval will not to at means. i- lo- tcchniou6% se5ucnces or procedures ;of construction Ccccept' where a particular means,. method, technique; sequence or procedure. of E 0 0 FICRIly ) or -to, her' than 'the' corrections ' cull'od for - On 6,28, :Where n'Shop'Drawing"or 4Saifiplc is rcquiriid by the C6fitim`ci D6 im�afcnts or'6s-6hcdule of-Sh6li I)ra;ming and Sa-rople' siu6m­J.Ssia,mq acc­c'p'tdd by hNIONFER as rafuired.by - pRmemph2.9, any relAted Work peifonned' poor to -f�G til NHRR's rc%,icNv and apprbval'or the pertinent, sulvnitts'l dill be`at4he sole ex -Tic nse-nnd responsibility of CMURACTOR. - I ­ I 6,29. CONITIZAIttOR shall cam, m the schedule Work -and adhere to[lie pr��im durjng alI, dispute r- sagrermenrs:yJrth,OWNT-R.:iV0 Work shall be dclaycd'tir postimed- pending rtsoftffiLiofi� of udisp6tes or dbzn�,�'ernenis, LNcqt as i3cralitted byLpao�gra ph 15, 'S or as OWNTER AndCPNTRACTQR', may otherwise -1-g-ree to 00, qQVTglCTOR's Ceierdl' 'and' -Guaranree.-, 6,30.1-CON'TRACTOR warrnrits nW guarantees to ONNINEP, LNGMUR an(l�EN(jTNTEEi�s'i3(1'mtilLiTit5 that all Work 611 be in: accordance with thic:Contrict Mctiineiits -. , a]nd d•fli_ nof. Lie iferivivJ. -CONTRACTORs wa Minty land gyararaec hereiuida ;muluaCS dcletits,u-daniage musW b�: the Contract Doc6niertis6r'n release; orGONTRAC.TOR'i 6blijpiti6qi to perffii­in thev6ri.: in accordance with the Contract bccunienff. 6.j0.2,1:, oV!ervu6onsbv ENGLNTFIl3K-. 6.30.1' , , xecffi omcn6tion of,any:projges§ or Taal [ziyjiierit;by ENQINMY� 6.3023, the, issuance of-:u certificate of !Subruintial 'Coffipletim- or ant payment by b,xtNm'ili,cbfIt-,RAcTbR under the Contract 630,2A use:or occupancy Of the Work or any pnrt tw& hy 6301-5. any a&cjptancc lay OWNFIR or. any _fuaur-e'to do so. 6.30.12.6., any r6iew'and I approval of'a Shop or Sample:subminsLor tfie'm'quahc'c6f a - acceptability 1�' ,notice ,n puimUlit to pard&aph 1 4_l_VI 6.3Q,2,7.' any, irispminntcs,!-oK,,tippro.viI by others ,or 6.30.2,& any correction of 4t fMive Work by Indiinnifim' don.,. 6.3 1. Tco.thefullest ,&tZnt cr Rg�u11l:lioriis, CONIT-RAcT,60'Kall h S bW%w3rL , wo nqEi Consultants and the 6flieck airckoi and other wrisOlbains or cilch and aj agaiml nil chiiii-fiK,66sta. 16z&& and but not iiiiiited to, all Fcc.q and c I 1- '6.30,10.: uLiuse, ni"fimtiuo or, iinproi- in part b�, any rit; I_ . , , .-,. I I . per gligence or ornission vf'a person or entity rnainlemiiiu or,'opertai6n b''coons . other Lhim irideranifiki hereunder or whethu'Liability, is Imposed CQ14TRACTOR, Suikorifractuirs or Supplieis; or upon such inderniiified pmty `bv Laws and ReaUlali6m, negligence ofany.such l5ason.6r entity. 6.30.1:2. normal wear. and -tear under normal, usage. '632. :ln• any and ;.all Onims aLW"t OWNER or CMNEER or any 6ftheir respcqtiveyonsuitints. agent& 63,0.2,- CONTRACTOR obhgation :to, perform and ofCurrs dirMors;r employ ces by any employee'(cir the _ '00rapic'Ic the'WorVin accordarim with sumvor or. persorml,'represcntatiVr 6f",-mch ernplo"Yce) of. Documents shall'be,Uisolule. ' None of the 6116wiiiig 'COWRA�:Tok' ary"S'tiladn't'ractor.' -w'-iy' Sup'pii6r,' any w " , �vill that is'n'ot in pe diie6i�"& indi"' ly empl�)yecl by p mon or rect 17 0 wily of them ro. p rfom or furnish ani• of 4ie Work_ or anyone fta u•hos .•nets any ter lhein inay l e liable, the mdemnifitthon obliaatlon under pamgraph(1.31 shidl not be limited in any way by. nhy'limdatiem on the.amitint,or type, of)dimiages, cirnpensulion or beaerllsyrevablt, by or for 4i)U7 RACTOK or am% such Suhcontrnctoi iup plier o other jxrson, or onianization under worka!e compensation acts dks bdlty berrefit nets or other employee benefit acts. 6.33. The idderrinificution abligutiuns of. CONTRAG,TOR dnder.pamvieph631, shall obi extend to, the Lability of ENGINEER and EN NIEER's toruulitinis:. alri6ars, directors, employees or agents reused by the professional negligence, errors o •omissions ofsny of them. .,Survival of Ohligafions: 634: All representatiohs indciiihitications: warranties and guarantees made in. required by orgicen in accordance with'the contract I)ocum nis, as well as 611 ccm inaiing obligations indicated in the Comraci Documents, w;iE survrive Iairil-liay'inent- cmrplziiot ,a rid.aca:ptincc or.thi WorVand lamination ci co'mplelioh"or the Agrconierd: ARTiCT;E 7--OTFTFR WORK Related If --ork at Site: iR may perfcirrn site by OW1,MF ts''diereroG w•h filar to these, or >rs, I the fact. tl any such other work ...and may make ,a clasp therefor .`as I I and 12 if CONTRAGTOR'believes CONTRACTOR ieri are unable to agree as is a the Conuac.•t,Ducurnema Ca"r. &'fitting and 1xitching of the to make its so -ail purls em cutting. extavatirig or otherwise aitermg will on1vruf or.all.a their work with the v 17SGR,lt--ER and the others whose work' The duties mad-repnnsihhuof cs CON * this pera&Iih'are for tfi lbarefii of such other contractors to the cs-tent thaf there - FJC.tKr(ik,-\t:'R.11.(,bNLN'nOAS I'JtV�it'J'IV kcLriai_! lY a.CITtOFFORT COLA"CSM01AMCAl'IONSIRIsN42aaai provisions I -or the Benefit of CO_t,ITRACTOR in said diruf cbnirac65 between OW7Nti11 and such utility: owner, - and other connectors. shall t to for the piropi:r- Work. COl constitute an'1 proper for, ;ir except .for late iri such otherivv Codidaddoir: 7.ma4. If OWNER_ contracts with others for 'the perfornce of other "work on the Project. at the site, the fnllinving"wi11,be, set fort h.in Supplementary ConditidiLs:' 7 4:1. :the persim; time nr cnrpnratipn whop}'ill have authority :and rrsporisibility for coordination of. the •actntucsaiirong'the saitouv prime"i-r-mtractnrs'will Ix' identafierl 7.4.1 the slxcific•mattcrs mBccovcred by such oitthorityand responsibility will _be"itemized.rand 7:4:3. , the extent ,of such 'authority and resptinsihilitics will h - propidcd. - I'llICSS .OtherwiSc :prov%idcd in the Supplementary Ccodiiions, 0ft1FR tlrall have ;sole 'authority and reifvritibility in respe^cj of such cgixdilu?tidn. ARTICLE 8 -6W-N°GR'S RISPOINS IMITIES• 8;1, Except as otlwiwke provided 4n these,Genetal Ciindiuons, t WNTF,R's101 issue all communications to. CONURACTOR"throi gh i NGiNGER S _. 'In'caw of termination of the employment 4 ENGTNEbL O) ANER shall appoim ari•engaicer'agaii& ivhum-CONFPAt=TOR•-met es nu-ria3 meblr-dijr visa whose status Under die t36nir:ad'DoCUmentS shall -be that' of the fornia LTGINCER. 8:3. '01Vr\rT_ .' s}aill. furriish •the- data reiluired "fief O\\rNER under the Contract Documents; promptly- and shall make payniefis'lc�CONTR GTOR,pioil4ptlywhen the err due as provided ;in paragraphs 14 4.and 14.13. SA. OWNI ER's dulie's .in respect of providing kinds arid, ea,ncnt& and Prmidnigg engvrccritig surveys to stahlish•refc ance,pr mts are set Gib in.paragaphs .l and 4 4. Paragzr ph 4.2' refers to'bWNER's "identifying and m rkingaca lahle to C_i)NTRAC.1'OR copies of re,p�irts of-cxplomlions and tests of subsauface 6ndilioru at the site and draw•ntgs,pf physical conditions in existing E 0 11 structures at or 66ntiguotb,to Ole site "I'll bzon utilized brENIGINTMR-in preparing the CuntmcVntv�o� ent& HI a fwf ty-�Ur %-Orv� . . . . . . . . . . 0" 'NER is oblipated to exectite blangebeders; as ihiltiited in {rareg i h apj 10.4, S'.7, OWICR's responsibility in' rt*T-&I nfcertain inspections• tests an appruva s .'is set forth Tin' S.'s- -in connec: tion aith OWNER.'s right ici sIP6 Work or suspend Work sec r6g ft� mp 13.10 and Pilr�' h 1f52- itt; bWN' "*a Is w ER's' fiaht to termifiAe 1-1 _.. �11 .- smiccs 6(.9.WRAC70R�uriUr certain circumstances, r The.1OWNER shall not sul% or- innhoimifv - over. nor 26 , firiihure' of azd Yegtlations the Coritract Documents. Asb�stoa,, Ppg� 4,01"."Mi. risk —or set fe4h in paragraoh TR I egt2rtI I fumish , satisN—GW-3'�Us rasp@nsibi SvpPlerrie I ftuRq- Coriditiow, ARTICTY 9-FNGINFFWS (STATUS DURENC CONSTRUCTION O IfINER's fiepregentative. bJ_ EN&MIZ will be QX"vN'ER's repiewritative during the --co'n's[ructin , , per'.'XI the 'aria ?, - r,stvristbilities .and the limitations of hinh6rity or EqGINSER as OWN-Ef;i's 'rvprekntatin during wristructi6n tire set4forth in the Contriet Docurrents,and shall not be•edended %611101fl,written'cahsint of MWER and CNG[I�tl`lR: 114ai& to Site 9.2. FNGDTFER'will niske.visits to the site at intervAs nPPr°Imate to the vanous st g of conxiritction As M''deenis necessary a-nhkr An, Cbscrvc as Uji C\Tenenced and qualified: isign rrofessiqnal the progfess. EXIX'QhI4IX. (0iNDM0;4S 191A (0'j()E(htidFI) wyci'ryarfORTCOLLIMNIODII'ICATiOr4S4R.E.V,I.I101)U) 0 Project liepreseni'titir+r: -9.3.1. The Representative's &alir&s. In mutters pC thinlnptiiihe'Lm-silc,%ycffkNVOLineeneML--bexyi the SNOTNTEER and CONTRACTOR: But: the Reresentative will keen the-OWNTER :properly advised about -such rnattzm The RaxiLscntritivies lahly,be thraugh a dealinp,s with the full kjioNvlc&c and oval bf'the CONTRAGrOYL -9.32 Ditties and Respoitsibi lifics., Representative 'Will: 9_12:1_tichcdules Revimi, the pm_re schedule . and other - schedules Prep6red '17v the ,ON - OT IT i CTOR Hndccinsult. with the ENGLNEER•concernitiL accentabilitv. 1)3.1? Coftfererices grid MoctijiL, - Attend nlee_6rm with the 'CONTRACTOR 'mich ..as. wonstruction cotifirences� and offier -job. corderences and -prepare arid Pitugate —covitz f nngics _ of intFetirms. 9.;.u L. . -1 1,3. nson 93:2.3"1. S=e as ENGUMEHR'S linison with CONTRACTOR. Ivoikirg Principallf Jhrbunh CONTR-Acrows -superintendeiit i assist the CONTRACTOR -iii understandirin the Contrutt,Docuvnents. 9;323.2. -Assist inobInining&um0VVN'E additional details or informatioK when r&juired,Zor prbTxrxxccution oftheMork- Adyi&ci ffi6, ENCUNFFUZ :and CONTRACTOR of the oonirnencernent of any ,Work' EqpiHrm -s' 'Shop Dniiving or 'samp tis je,s6bip -,ion if 1he sub)"issiorf has.mt beam approved h)rthchI\TGlNFF'R. of Mogiky 9.3..2A.1- -the7,Work in pr�_% to amisi ilic ENGINEER in d::ternaini that the \Work ; pro=dmg ul, Inccordance uith The Contract Doc,6n7ents :2 anenctes Mvin­ junmbictivn'gySLIhLD[d�� record the results jF_ _ these inspections and report' to the MG]WEE R_ Inte elation' 6f Cmir-aci pcjx=zmis. Report to ENGWEE when clafificatiffis.and iMerprelations of the' -Contract Doodatienti are needed .and "forat t6 :EO-NITRACTOR clarificationWn_d-tnWmreIfiti6n of •ihe Contract DocurnenL% as` issued -by the ENGINEER. 9.3.2.6. 1%46dificaticins.. Consider :nhd evaluate, CONITRACI . OWS qmuesfioM for t., CITY j)j� J70k-fWLLI' NS MODIFICATIONS (P. N,412000Y moi4icaon in DivtNv�i�,,sbr )mcificbticiris mid, e D ro . ri.-then,'q rx o I rn I rnendmiuftsL-io ENGINEER- AccuratelM transmit -to _CONTRACTOR decisims issued by -'the MqG]N= 93:2,7: Records UU _R_eP.QM 9�3.2 1 Furnish F-WGINHER pee ic A . _6q6 qg,port,�s recjuirgd_gf IhLprpgr&ss of the and oC the TCUKTffjVff5_Rt L olivi untlLunLl th JIL schedule of -shop. Draivint, -and sample iF Ld..h­___ma*6res or2u�rotests, TTtior's ofstart of iniporiaht Phaks of the •Wcirk. 9.118:3. Draft proposed Change Orders 'and •Work •DiEec_gvij_ Charg�__PtLtaLimng W&Mp mignal frorn the. WNTIRAQTQR .Hnd - reminneril -to- ENGIN =- Change OrdegWork Directive Cligh-ges 'and field 9.3,2X4, Repon , immediately to. 'ENGWEER and QWNMR the &cwTciix of afiv accidenL 9.3.19. PaymenLRagursts. Review HPPIiLflIion*s roc nViaent-with CONTRACTOR lbr cornpli=' 'VU they established -Or6codtfie for 'tliei mibmikston grid-lbrivnd with reconinienclation I 9 11 BgGMTLM� notine.'p;uticulaily the reIatiotislup of the payment requentecl'tu:the s nedu"e ciC values Work completed and materiAls tnd .equionent delivered .at the site..but not�uic:orporatrd;in Ifiz Work:- 19:38:IU: Combleti6n: _.1.f _Defor=INVINCER_issues ia, Certiftcile-ofSubstuntral Corm letionsulim'it toi CONTRACTOR u list of ubkrvred iteni"s; reiruuiiie conaaionori•ompletion 93il(1.2: Conduct f1mrihspectionin die cbriktni^of th'e ENCIINHIiR-:OWNSR.:And CONTRACTOR and prelzirc a final •list of items to be corrected or comoleteJ: 93'aU3. .'Observe tlmt zull•;items -un :the final list have -been corrected Arco; 1l cd,and make recvtnmendations to `ENGINEER cone ino Acceptance: 9:33. f.tmitation of Authoring: The-Renresentativii shrill not: 9.33:1. Authorirc an' dd 'La.1i6fri . from the .Contract Documents:or -accept, any .substitute ,iiiatennLs Cit ... .— _.orepnt,e.„ud by th �HNGINFFR. 9.3.3:3. .F.zcecd_ lioiitatinns oF.;hNl1INHF,R'S mall ofin."as set forth in the Contiact Documciit's.. 9 3:3: llndcrtakaativ of.tiie r�'tnoiisihilitics of -the. `CONTRACTOR_ Subcontmctors_ •or CO'dTROR'S triittrnjr 9.313:4, ..Advise- on. or issue-daectiorv,�ne n)ive. to Or assume control-qyer cmv<„aspectoC"1}ig meals% - methods: 'techntgums !,ilucncs_or 'pfoeedures ':for goi)structton, uch^ ypeciCiilly"ratllzdYohinthe ContntctDoctiments_� .9-3.3.5. .Advise on or issue. :diiectioris reaardii>yoc assume .control over sitf{ty przrwiuuoris and p.Eg rms'in connections with'the 93.3.6. Accept :ShgiDra v nns_o%sample submittals -from anyone r other. th _t}te .CONTRACTOR - 91.3.7<_. sAuthorizr OWNGIZ aiiaacu toe. Work in whole or in part.: 9l=.3.8< Tarticipate in srecialized field -or Iabomtmv tests of inMections'ciuiducted by otliers cccept -.as sp�cifiatlly iiulhorizcl by the ENG1NM- R Claiificatioas and Literpretatinnv: b A: ENGINEER will issue. With rcasoriablc lirompiness such •l ritterl clan-ek timis or tnt6#ctat ons of the. l'JL'UCctEC7.F7t.1L.CONUITIONS'IYI IFS ti oil Siktimf +vi317Yorrokraotclt.sntoiiincarioxsaes:il io) 0 (iii the fomt of .mav determine he ntrnt of and therefcir as proviueurn vructr.ttor:uucte Awhori:ed Paiia(ions in )Y6rk.- 'RejedidgDejetir•e (I 'nrA;. FNGINEER.will have: authdriiy to dimpprovc of Work which FWC,6tFR'halicvLs in he &fective, t ENGINEER believes -will riot m'ocbuce ri'combleted t 1'tgii Bholi, Drawings C/i ,Age Ordersaitd Payn exits 9.7. i connection with.ENGIly'EER's "atlthoriq''us to Shop Dmwmgsttnd'Samples, see parn_ttraphs 6:24'tlaough ;6 �S mElUSIVe, 9.8 In connection with ENGR=—R s authority as to, Ghun�e,Orde�s; see Arficliis lU. t (;soil 1?i, 9.9. In connection with ENGINEER'S uuth_ority'as to itpplications Ccir'Ptrymenk'see :Articte;t 4. 'Deieiininations Pr Unit Prices:; 9:10ENGIii`EER•Will detemiiiie,.the actualjquahtities and Oassifiattioni%of Unit .Pike Work perfigmed bv- Co\TRACTOR.-ENNGINFMR, willreview With CS nrmI (qok the I N61N ER's' prclimtnir?-,- determmattons on sucli nilitters befoic rendeiing ti'mitten, decision thcrcon (by •ieconimetxintioo otmn'.Frpliiiatioo for Payment orothenj'isej, 'ENGLtiEER's.wTitten'decision decisiop_ rd s othi ri•isE agreed in wrjtird by OWNER thereon %611 be.,frnaf and, binding upon• GINNER find and CONrRACTOR CONTR-ICTOR,tuiless within ten days after the date of any, such decision. 'either OWNER or CONTRACTOR 9.12. lVhcn ftnclioniril:as'interpreter rind judge under delivers to the Other and to E,NGMTER winter nonce of piragraphs9.lCl and 9.11. ENGINEER will not show intention to "llipeal from f NCi1NF1 Rs decigioq and.' (i) nn' 1pxrmin inIIty to e WNFPR orCONTRAM'OR and Mill not be' appeal Crum IMGiNEERs derision is taken within t}ie.time liable in conriecurin wiih;any mterpretation or derision limits and n accvrdance willi the pr0ceduies W torti'.in ttndcrrd ingoorl fnith.in sitc,h capacity. The rendet'irtg of E..,Nbil GC -A; °EtisputaResolution Agreement', entered adecision by s04GLi,rEER,pursuknLtoparagraphs9,10-.or into between 013'NER ari&CONTRACTOR punviml'lo 19.1111with icspect to'uny sveh claim; dispute -.or other Aiticle'd t or (u) if nu such'Diitpute Reurlution Idretmen} maftRr(eccept arty which haw been waived by the making has been enterrtl into", a lormal prucer d ng is instituted by of accep'tan x , of final payment .as provided in the appenhrig party in a.lnnlm or compelengjnrisdiction to paragraph l ;13) will he a condition precedent to any excicese such rights ornmtedics as the appealing party may exercise by OWNER or CONTRACTOR of such rights or have with respect to ENGINFPR's decision :unless remedieeaseithermayotherwise Have under the Contract othenvisc agreed .in writing by OWNER and l Deemer§ or by Ln%vs orRegulations to respect of, any Ct�NTRACI'OR: Such appeal will not bt: si I jcct to the su, 6h clarin,.dispute orother matterprtrsitHaRe.:Ai4iclr-1€t:. piaceddres ofparasraph.9.la. ,. 9.13. .Lirrnrrrrrions on EMUA-L•'R's Aurhorlh• and' bectrines on nivpiiter. ltespnnsiblfiiier. .9,11. ENORKEER, will be the hqunl ir4entireter,of the T.13:1, Neither FNIGINEFR's authority' tar requirements of lhi Fhnrract Documents and judge of the of tlieWork (lairs, disputzs rsppiiiibility, under this Article J, or under any other the'Contmet Documents nm' decision acceptability thereunder, ; find otter matters rclaiing to the acccptahility of the Work or provisiof nor on made by INI N61:R,in good faith either.to exercise tic- intcgxuation of the requiree mnts of Ahe Crrtract or,not eseruse such authority of responsihiliq, or, the - Documents pM- aining to the perfomlande and fumishina of unde'rak n& ei,crC'"' or perCorntancc of any authority the Work and claims under Articles i l and l2 i .rzspcct cf cur responsibility by Ft4GNF,ER. shall crcatc,.impose ehmiges in `the Cbmnict Price or Contract Times will be or give rise to iiny..duri vwtd by ENGINEER to reterred initially to hTGINFF.R in writing, with a request CONTRACTOIC any Subccmtraetor, any Supplisr, for a .formal decision in accordance Leith'this paragrnph, any other person or'.organizitiont. r.to any surety for Written rmtice'of66h such claim, dispute or other ratter or employee or agent of anv of them. will b, delivered by the claTa eni to I•NdWEER and ore other party to the Agreemenpmptly m t ro(but. no event 913?.:INGINHISR will not supervise, dirce inter than thirty days) after the start of die occurrence or control or have authexdy over or,be responsible for event giving rise thereto find -wrinen supporting data will CONTRACTOR's , mieans, methods, teclviiques, he submitted to 1•:NOINEFR attd dic. of cr' p aty within sequenc s or pax cduics of construction. are tie safety sixty dlays After the stun of such eceuirericr or event unless precautiats mrd_progmm7s irraidcni thereto, or`fot' airy DIGTbrEER allows an additional penodx of tinge fur the failure of CCINTRAE:TOR to comply %kith Laws and submission of'odditional or more accurate data in supp vrt, Regulmiats applicable to the ' furnishing or of such claim, dispute or other matter. Theeopposng batty performance of the'Ileork, ENGINEER will not be shall submit any responw to ENGINEER aocl the claimant responsible'for CONTR.ACTOR's failure to perform w•itltai thirty days ?alter receipt of the clainimit's last or: huiash die ]fork inaccordancewith'ihe.Contract sohmiaal. (unle;, T:NGTNF.ER allowsadditional tinge). Documents. INGINEER will render n formal decision in writing within drity days after rersiptorthe opposing party's submittal, if 9.1'3.3_ ENOfNL•ER will not be respprisible for the ant. in accordance with. this p ragmph ENrGNEER's acts or omissiorts or CONTRACTOR or ;of any written decistono t such Maim. dispute odtaher matter iddf Subcohirattdr, in), Su)?plier,:or gran gtherpersin or be Goal and ] n 1 na "upon.OWNTR nod rt5NTF2t\CTOR umanirtttiun perCorrrimg >or f�m skiing any o, the unlesi:'(i) an appal from ENGIi;NUI:s:decision'is taken Work, within the time limits and in accordance with the. ro educes set forth in EXHIBIT GC -A 'Dispu to proved"' 913.4. ,ENGINE; R's review,of the final Applitatipn Rewlu6on Agreement', entered into Ixr%veed011'IQERand for Payment aril accompanying documentation and CONTRACTOR pursuant to Article I6. or (ii) if no such all maintenance and operaartg instrudions, schedules, .Dispute Aescluticin Agreement.. has been. entered .into, a gunruntees. Bonds and ueriihcales of inspection;. tests. written,notice,of intention to appeal fromRN'LAWNEER's• and approvals and otherdodrmentation'requiredto:be, r 'he' written decision is delivered ,by' OCR ­ m delivered by pamg`aph 14.12 will only to CONTR4GTUR'to the other end to'ENGINTMR within deicrtnine generally that their'conlimi complies.with. thirty days after the dale of -such decision 'and a fornml the re-quirnnehte,of, and in the 65c,of certificates of pre t evil fig is ttnla tterl.by the a caling parivria a Riirum of insipecnons, tests and approvals that the, results competent, jurisdiction to exercise such rights or remedies- certified indicate citmplm-rim—with the Contract as the -it —_ I' party may have.Ivith respec6ci such claim., Dociin9crits.. chspu[rvr'othrr-matter m ace uilance with applicable Lavvs and Regulations within si3y da)s of the date of such 913:5.'fhe limjwtets upon. authority nil_ Ii1C[)Ct;ENER.V.G'ONIH'I1U,51IV;3 ii yritr Eelititnl �� of L77Y or Nl7fiT CULLI.�S AfUb117CA710\5llihl' a 12aaln 0 SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 0 0 0 ,respgn,,tUility set tonh in this p4agniph 9 13 sKill also .apply to L'NGMECRs Gonmultants„ Res]dent IPn;iect Represemative and tlssistanls.. ARTICLE 10=CHANCF_S IN'THK WORK 16.1: Without invalidatatr_. the Aareement and -ntiiice to'.tiity surety: n11•'NTER ni'a a0anvIinte taitie ifitime. orileradditioiu,-delelioris or revisio; Work: Such ndditionc deletions or revisions 10.2. If OWNER and CONTRACTOR are unable to p=e as to die.wdent if any, of an adjLAtmcn'C iit the. (2011tiuct Price. or an adjusvttent.of the Contract ,Times -that. should lie nlltitved as a ruult of a)t'arl;: (hit%e`l]ireetive, a'ciaim may be made there I as provided in Articic I I or Article 12, .103. CONTRACTOR shall not he entitled to an incrrdsc in the Contmei.N ice or an exteruion vflthz Contract Tlnles With respect many \fork RerfomiVd Ulm is not•rct aimd'hy the': Commel Documents as eritended. "modirieo !and supplemented ns priiyidcd in paragraphs 3.5'aod 3 6, caccpl ui the,case of'au`etncrgency as'pravaded in pir-4aphU3 or in 'thc case of uncovering Wcirk, as'"pnrvtded in paragraph 13:9: . :10.4: t)IVYF.K and CONTRACTOR shall c.Kccutc -appropriate Change Orders rrcomn-tended by.ENGEN'EMR (Or Written Ainendnients) cGvering'. 10,4.1, elytnges in the ,Work which the (I) ordered by Q\VNI R puisuant io pari ntph 10.1', (ii) required because of acceptance of derecrive Work under paragr?ph'13.13 or conecting infector: Work under p:iraettif 13,14„ar (iii) ngrced toUyihe,parllty; - 10.41 changes in ilte'CojjtmctPtice'or 6ontracl Times ;which lire agreed t`o,Uy the parties'.,and .. 10A 1 clivmeges in the Contract Price or Ctinirtcl. Times* which embody .the :sub tnnee.ortiny wrigen 'decision .rendered' by ENGtl`'EER pursuant. to paragraph 9.1 r, . proVided.Lhat, inlieu ortmecu rT any -such Change (Mier, an appeal may be taken 'from tiny, such dect bn.:ih accur( nee avtih lfie provisions of the C antract Documents .and applicable Laws and Rrgulalions,'but during any such uppral..-CONrkj�c ;OR •shall tarny on the Work-' u'lid adhere to 'the prtvresi .schedule as ;provided in paragraph 6=9- 10:5.. If notice of any chamgctulTectiag the ;ginerul scope. aCihe %Vork•or' die prousiorts`,uf,ihe•(<ontract r]o"a iments. FJC'UC UtNt7t.11;. CONUI'tt8[PS-t�! I tt-g (I y71a E�[iml ev ci'ty or rott]COLLINS ntotiu;tc tnovs {rtity �rrzgno) (including, bill not limited to (omhct Prica'or Cfomract Times) is.fequired by the prou5tons cif ani Bond to be given to a,surety the,givin4 u1 any-suchnotice vyi11--be t ONTRAC,TOIF's responsibday,;und,the amotmt.iif each ,appticaUle Eugd viill be.tidjuste' d acandira_ly,- ARTICLE 1l-CFIANGE OM ({)\'pRA(:1' 1 RICiE 11.1. The Contract Price citiistitutcs ;the ,total _cohl. pensailon'(sub)cci to ,iuthonird udjusthients) pavabbe, to CONTIACTOR WIN-ribrming the Work-, A11 iEaties, res@vnsihllitiesand obligntians!ns%&g d to or undcttWkcn' hyCONT"C OWshnll he at (Un;l'RAG.1'UR's'e ipense :without chanV:m'I c',Contract('rice,. f on it in, a no, • the or,ew ent'gii'rng rise to Ih urz of the cliiim, •Notice supporting data shall be the.stat1 of'such'accurr R ullows.addiiional time x more acculnte data ,in s a]I known •us a_, yes be `detenninrcl. li , GN aragrpph 21 I iI 'Olt not uthenvise agree an for an adiustment :in't paragrdph•a 1.2. 11.3. The �vulue: of. any Work coVered bV'a Clhange Order or of an), claim Tvr�an adjustatem in the Contract Price %Q1 be determined its fullaci'S 1I 3 t uhere-the..Work involved is covered Uy unit pnecs ,contained, in the Contract i)<icunicrns; bt - application of sueh'uiat paces tdihe quanugesTnf the items' involved. (subject- to, ;the provisioos'.of 23 1z ragtaph511,9;1 thitiiigh I I: 3;=utclusii ej' 11.3 where the Work involved is not covered by .unit prices ...coma; ined in [he Contnict f)6cumenls,'by-a mutually agivcd'paymera •balls mclud'u)a lump tiuim (which may include 'an.fllJunAnce loi_ineiliAnd end profit not fixc sxirily .in accordance with paragmph 1 LG 2); 11.3.3, where the Work involved is riot covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11,3:2, on the basis of the C'osi of the Work. "(dclermmed as provided in paragraphs 11 4 ancl,l I.?) plus a (ON I RAC=I Oh c fee for m,erhead and finiftt" (tictennincd as Prot idcdin lnmgraph P),�`. Gyimi Of die IVork:. 11A" The term Cost of the Work mcans.ihc suns of all costsnecessarily incurrrd and paid by CONTRACTOR in lhe,prtiper perforniance•of theWorl. }\ce`pt as otherwise dray be agreed to in µ'riting by OWNER, -such crnis sh: ll be in amounts no higher 'than those prevailiti in the Incality of .the Prbjcct; shall include only the 'following itemsend shiill not include any of,the costs itemiicd in paragraph 115` ;frosts for employes in the direct. ITRA(JOR in the Ixduintance of the. hedules'of iob classification's"ncreed supciintcndcnfs, foremen and -other pemiincl employed' full4imc �nt the site Payroll costs for crtiplomees riot employed W114mme on'the Work shall tic-appaitionfid on the hasis or their time -spent on the Work. Payroll c6sts shill include. butnot be laa ited toe :salaries arid -%vases phis the cost of fringe benefits which shall include social security contributions, unernploymient, aNcise .and payroll talus. 'workers' of perCnnn rig Wa after regular in Sanaday, Sundav or'lagal holickrvs. I in the. above to the -extent iiithuri2ed. '11.4.2. Cost of all materials and equipment tarnished .,and 'incorporated in the talon: including costs of transportation arxl.storage thereof and Suppliers field services required in connection therewith All cash disccunis shall accrue to CONTRACTOR unless 01VMR deposits funds with CONTRACTOR N'Vith which to make pavinenk m'which-,vise, the cosh discounts shall accnie, to (DINNER: All trade .discounts:•reliates and refunds and retains from'stic of surplus materials and, equipment shall accrue to OWNEIL.and CONTRAC"1'OR shall mtike provisions so that they may be, obtained 1.1.4.3:1'aymrnLS made by CONTRACTOR to the 'Subcontractors for Wii&-pcfko td or. Cu n stied by Subeont hdom. IC required by (,tWNFR, F:1Ct)C ENM LcoNLNTtoI+S.t ill;3(iyvv 06m), :�4 w/C7TTOFI;ORTWLLIIZllOt)n•7CA7iON51RLN-'4POa01 and shall' deli4er ^such 'bids "to .I then determine; with the Advice of ch bids if any„ wifI Le accepted, If rovides that ihc:subcontractor is to sis ofCust of Work,plus'a Tee. S.Cosrof'the Work and fee shall be same "mariner as CONTRACTO_ R's Vork itrict fee us provided ' in 1'1.6"-and 11.7:, All be subled [o the gtha prof-isions of mmants trisofiir as applicable: 11 A 4: i;octsaof special consultants,(including but not littited to enatncers,' architects,. testing labiiratorws surveyors. attorneys and acaiuntatrts employed for services specifically related -to ahe: work, 1 t ar5. Supplemental costs inclutling the (pllowin_i 11.4.5.1. The proportion" 61' necessaQ• transportation, travel and suhctstence.ea`pertsr_sof t'Of rl"hACTORs employees _ incurred in discharge of,dutiesconnectcd Will] die W rk, IIA.S.2. Ctist, .including transportation and maiitenance; of all materials, supplies, equipment, machinery, appliances, office and temporary facditioA at the sttefind hand tools not, owiigd tray the work tphiclt,are consumer! in the perfolmande &the Work, and chst''less.'market valueot suehitems used 6ut,not consumed which remain the property ol'CONTTRACTOR, 11.45:3, Rentals of 'ill cdtiat aidn etliiipment and macltinery and"Qme.parts thereof whethei rented,fr6ni CONtTRACCOR or others in accordance with rental agrcemcnts approved _by MINT-R with the advice: of,ENGINEGR, and the machinery or Parts shall ce_itsa when, the use therciif is no longer nccessari, rev the. Work, 11.4.5.4; Sales; consumer, use or similar to es related ftv' fhe Work, 'and: For. which CoYrRACTOR is liable; ijnposed by`Laws'and Resulatio' na. -IIA:55. Deposits lost for causes;other than n4i8ent•.e of CONTRACTOR urn+. .Subcontractor or :unyone directly or indirectly tiiploycJ by imy•of them or for mvhate:acts tiny of them may be liable, and royalty ' m sa6 and teefor permits and licenses. 11 4.56. Losses and .damages (find 'related expemcs) caused by damage to the Woil .. not comPtmated'by irauUnce orolhenvise. susuiined ry COhI'I`RACTOR in .cotinkri m with the' 0 i • of of on 'or of And -c—V' es shall b6nelude"d in_thz Ci& of the Work` -. for the purpose of .deiemtining CONTRACTOR'S Ted. IL however, any'such = or Itlaffdge :requires ' recorkruclion- .and i�ONTR:'GT,OR is rlaced'in charge therecif GON'rR_XcTOR stwll be'paid for sentees it fee; prnlxihiottaic t6 that stated to p arargraph 11.6.2. 11 457. The cost of utihtias• fucl,pnd sanitary facilities at Ihe:site. 11.4.5.8: Minor a,�perises such as. idcgrams,, Igne distance telephone crlls, leleplgne aerv_ice.nt .the srtc,.cxpressage and similar pctty'c'aah dcmvin connection with the Work. 114 5.9. Cost oFprc'jniums for addiucnal,Bondi Arid irtsumrww required lncluse of.cJunng :s', ui the ,work, 11.±; 1'hc'teim (_csi,itft}te\Nrrrk shall not iricludean}',iif the follolvA 1.1,52, Expenses, oC,CONTRACTOR's prutcipal:artil brunch officeS.other than'COWMAGTORs office Hi - the Site 115,3. Any part of CONTRACTOR's CAPAJ expenses.- including inwrest on CONTRACTOR'S capital empltwed•for the Work and vharges against CQNTIt \CTOR Ior ddiriqueot payments. 11.5. , S:ost of prcrni4mn for.ell Bonds and for.-ull .insumrice.whelher,or not COWRACT,OR'is reyuiivd by' the t.ontruct Docecuments ty'ppun:hase And maintain .the same ('eept- for the cost bf.f+rcmitin9s codorcd try. sUbpantgmph 11;4.a.9 abt;vc): U('DCCih'NhWAI:. CONU1TIOi\Zi 191" (i 99() E(litim), xv LllYorroRTCOLLip'ss AtoOu;iCA'T16N5iRL%'V2anoj l l S,, t,'n$L4 cltia fti ,4he •.negligence iif CONTRACTOR, _any 1Suhotinhador. 'or anyone or duecUy or.indirecily;emploved bi' any of them, o> Tor whose alas any of them may be'hable including but not . limite l t0 IJ a IORCCIIO of tle/ectii'r \Vork dtslxia"l,,of innterials or equtpinent wr-Ot Oy supplie'd and making gpdd arty damage to properly. 1l 4 6, :Other overhead or general eepense custs'oC, any kind rind the costs of any ttem'not spectGatlly;and' etiprC 'IV;incloded vt paragraph l 1 , I1-.6. The,; '(ONTRACTOR's- .fee allowed to. COI. rRriCTUR 'foe overhead and profit shall be dei-dnnfnei asFollowg: - - - 11.6;1, a mutually acceptable Fined fee: or 11 b _i: if iu1 tt�cd fee is not.agrged upon, then.a _fee` based on Ulc following •percentag�s of the' -vanoug ptrrtiom of the Cost of the CVorkr - 11,6.2.,1. f a costs, iticuffed taidcr lzlmgraphc11.4_I .and 11;4,2, .the GONI'RACC( R's feeshall he fifteen perCenr. 11,6.2 2. for c_osfs incurred under fittragmph 11.4:3,-the COtv'TRfACfOR's'fee shall Lie five percent: 11.6.14: no fee shalt It ptivable on the.liasis of,costs itemized itrider paragmphs 11.4.;4, 11A �. and 11.5',. 11 6.2 1 the. amount of'ereditto be ,allowed by. -ON thArrok to 01vN6'R lt7 any:chnnpe wFttch results in a net decrease in cost wnlfbe'tRe amount of the actual net decrease m eye t plus a deduction in'COA' i•RAC;TC )Rs fee IA ,an' mrognt - eyunl'tq f tYe percent of such'net decrease: and 11.6.2.6. when butte zt"iions ar4cre-Ms are, .involved in any"one chart' c, the adjustmenl -iii COA'TRAC,TORs fea shall'be computed on the - basis of, the net charge in 'Accordance with Para 11.fi:<.l through`T,1,6 2.5, mdusii c. 11,77 Whenever the, cost of any Work is to he 125 determined pursuant to. ;paragraph: H 4 and II, ; CONTRACTOR will esidr lashfind maintain records thereof in accordance with generally accepted, accounting prtictices and form submit in foacceptable to tNdfi\TFCR an item ked cost breakdown tggedier with supperiing data. Cash Allowunces: ' '1Ix. it i5''understoud thatCON7RACTORhas included in'the Coruiuct Pricc,all 'ullowunces so -named in the Contract Doctmtents and shrill cause the Wiirk so covered to be tarnished and perCttrmecl Cur such sins as niay e, tie acceptable, CONTRACTOR. :agrees that:. 11,8.1, '•.the allowances .include the cast .to COIN l RACTfOR (leas any apphsable trade discount) ormatcrials and equipment required by the altowanus 1o'be delivered at the suc..ami all upplicablr tuxes: turd 1 I.S : CONTRACTOR',; costs for unto iding and 'haridiirig on,ihesite, Inboc itistalliition;costs, overfiend, profit and ,other expenses contemplated for the allounnaes:Fave been included in the Lontracl Pricy and not In the allowances and no-dcmaud feu additionaljxiynicrivan:accmintoNnyof the foregoing will be vtiitd. - ' 'Prior to`linal paymient, an uppropnnle Cldtnge-Order will be issucd;asra:omnicnded by hNGINFFR to,TClecl:actual am punts. due'CONI' kACI'OR on account of. Work mcered hy. allowances, .and die .0 mitraet Price' slisll tic' ooiresporidinvJy adjusted. 11':9. Ulnii Prce !Fork: and 11 9.3:2. 4iere is no cdlresprmdmg acljustinent . bothany other respect to aother item:gr Work and 1..1'tt.3.3. if 'i'ONFRACTOR believes that CONTRACTOR is entitletl to an increase in Contract price as a, res6fi- of, having incurred or, acloGtional e perise 01MER believes that owuFR rs entitled to a decrease in Conroe price and the parties :ire umible w at er; its to: the amount of ahy;such increase or decrease. 11:9.3.4. CONl'RACTOR ac6owledues that •.the O\\TTFR has the'rishtto add or delete items in the .Nid•or chaiiec quantities at OWNER'S sole discretion wdhout•allectinc the Cuatmct Price of any rcunimtig item sB 1ong. is, the. deletion or: addition does'nor eecce I twenty-five percent of the original total Commit Pricy AR lC-LF,12--CHAiNGF OF'CONTRACI`` IMES l a_ 1. •Thc: Eorttmct Tiffics (or t\4ilcstoncs) may only be. changed M'„a Change. Order -orI Written ,Amendment, Any olntio_ fix-anacUwiment of the'Contiact Times (or Milestones) shall be liased'on written notice delivered by :the rariy' making the "Claim tb thti� other. parry- ,anin_ to h'Nt.INFFk prnntptly( (list in no'evcnt later thin thirty daysl aficr the ocairrcnm- oLthe cvbni giving rise to the claim ;and statism the. genera_ I nature of the claim. 'Notice of --the "ent or the daiin tvith:supporting_daia shall'be 11.9.1. Wherc theContract i oodiacnts,rfopide that all HNC `-or part of the Wort, is to be Unit Price work, initially acu lhe.ContractPrice iifll be.deemrd to: mdude liir•iall acco Unit Price' -Work an amount cquaf.tq the suin of• the ndju established imit prices for each separately identified slain item of linit'Price Woirk times the estimated quantity the c of 'eitch iiem tv ' midicated al Cite 'Agreement, Tlic the( estimated ,gtarimucs of items of yrut Price work are not gunrnntceii rind are soleh' 'for tha porNse of comparison of Bids and determvrin� an initial Contmei. Price. Dcterrnimtions of the rictunl ;quantities ntid clam, Lions of Unit Price Work .performed by W ` TTRACTOR will {x made' Iiy LNTTdiNLFR in accordance with parrigroph 9 107 11 '9.2. Each unit price will be deemed :to include tin anioum coruidded by'CONTRACTOR to be adequate to cover COrVTRACTOR's overhead .and ,profit for .each septua0v idemifted item. - 119 a O1N7NZR or CONTRACTOR may make 'a .claim fo nn _adjustment in the .Cur w;a Price in aCcordwice'wiih Article 11 iP 1 L9.11.- the quantity of any item. or Unit Price. Sbork Performed hY CONTIZACIOR dill'ers materially ;and ssigritGcantly from _the estmitit d quantity of such item indicated in'the A�eeniem Exw. c;£i,t v.(,oNL)InoNs tY ig)s(t 9w Editiao w/CiTYOF r&T Wt:6it�. MODIt4CAr]ONS (Rl l+a P0061• fNF.FR allows additional timc•to ascertain it ,ate data in support of die. claim) ,and shall nPanied by .the claimant's written sicitomentthat mientdrim)ed is the.cnturacljustmcnt to tin oh At lifts reason to laelieve it is entitled as;t -haul ccurwnoe orsaid e -emt. All claims for adjustritei :oriima Tinos (,or D'ulesiones)sba-ll be determiner G%TF,F,R in. acerordsncc ' with ptnig�riiph 9.11 ,TER and CON Z\CTOR Clmnat oihenvise ng :lair for an adjustment in the Contmet Times s on'es) wlll'be valld.if not submitted in accord: the iequirements orthis paragraph 12.1.. 12'3._ All time Iimiii stated in the Contract Documents fire of the essence of the ;Agreement; 'here COINTFRACTOR is prevented from t -any part of, the b oil- within the Contract lvlilestonts)due to delay'bewrld the control cif CTOR the Contract Times ("or Milestones} will d if, an amotatt equal to time lost du-c to Such a claim is made therefor 'ss provided` in' 12A. Dela-ys beyond the ;control of CTORahalhinclude;:tiut riot be limited to, acts or,' acts of God r Delays attributable to 'acid i i 0 0 within the control of a Subcorltnieior oi,Suppfier shill be deemed.tri, be delays ,%vithiilthe control of CONTRACTOR A1041C(.E 13-11T.51*8 ANI) ANSPECTIONSi. WRRE.CTION kPrvI'0N,1AI, 1,1., YOH-K, l3rohipt notiw'of all �fedve,lfflork of Nvhiah, , C)k%'NFR;or ' will be'gye.K-ti =�CTbFAll d;fttwm AV&rk nmybe Frej&,Ied,, accep!cdn��ro�idMiTOiisAriCIC13., Acecwvto Work T"Y'and Inspictions.% 13:3- CONTRACTOR -shalt gi , ve UNG Nicrk linlel3r notice of ieadiness of the Work for all re'quired inspectitvis" letil ng m- c 1: (0 r, 16i I. i I a t z required , ,- i r ts-p e u- I i*, spection and test o n S, or tests:, 13A. C)WINER shad tnip!oi- and pay for lheservices of. an - ih&Nndcnt Iegifig luboruioq to rrfurm ull i ifigpjctiiiiis- tests, or opproya q Is- uirc& hy CofilhWt re Documents except:- 13.4- 1 Rwinsipeclians, tests or,approva . Is covered 41;ly paragraph 13.5 below;' 13.42. that costs inewied in coon&tion,%viih tests -017 inspections c6ni:166ted frusilitnt Lo lianipph 13-, UC-DC(jE-,'0(AL'CO'ND1,n0!z 191" (1 9*901fislial) VVI CITY OF FORT COLU N'S NIODIFICATIONS (RLV,1/2000) lielmlv' :sIWI ;be paid ns .provided in - said- PH rdgmfhi 13.9-,and 13,4-1 as oth%mvise sqlucirkli I I;provided in the Qp�nlruc,l E)N-:u,m,en,Ls;,, 13;4, If,any kliloik (or, the work ,oYothem) thot'i-9 to bc' in,qxctLx:I,, tested-6r approved e; 'covered. by .�-,ovmjIe,TbIR 'without veritiLu concur NZ..'ree of, EN CUKTH"ER.. it fii-tist. it' rc*,�kcil ,- ENGU.R, be ujiw'vcred for oW-rVatinfi. 13.7. Unctivering,WPkas.provided i.ii paragraph 13'6 ftll be at CONIIRACTOR�s , exfxiise.- Linl M- �C7,01!41'RA(:rm has pivc;i'FN1GINP'P.*R tifficly notice of Oil to cover die :salue and NIFER luk not acted with mss6r-vihic Iimrn' fin M'. q in' icsq)6nst: to such notice, IYnciqvefing lVork., I 3.S . ; I . P any . Wor k is covered I contrary .to! thewriiten rquest of NGDMER,' it jnus 'd mqucsled 6y ENQDMMR, be uncovered for ENOM-LIZ's observo1ion 'I 3.�k 'If TNTGUNTUR considers it neodwary or hdvi�mlk Ora -LoYlered Work be. observed- bt,,' mkmm or Mon, IMPM19P.OT EC&ing,as- t1hut portion of ffie Work in my -replacement or. I . limited to all cost! cn6ded to an',app'ropnHIC LICCICUSCI 'lnthe Vontriict Price, ar4 if the parties are unable 16 ligr&,as to the'smatint thereof, map make a ,claim l®refor its provided in Article IL If, however, :such Work- is4noL found to -be CONTRACTOR shall he allavved an,inbrease in the Tirixi Milettonesj, ,or both, directly att nbi6tskle`to,',such 27 unaiierine, erpacure. observation inspection tzstiti<;; replacement.nnd reconstructions Mind, if ,the pnrues :are unable. to aLrce" as to the amount,'or- extent thereof;. CONfRACfOP miry rrake'a claim therefuras provided in Articles-ll and l2: OIYT'ER'-IM rStop the O'orkr 13 16. If the Work is defective, to COYMACTOR,faits to supply,stiffmient Skilled worke s or suitable materials'i;r eyiiiprn nl !or fails it) furnish or;Fxifurm the Workinsurh a. wet'thaClhe eaimnleiettWorktwillcantonal to'diContract or of OIVNER to esertisc this -right ror lhr benefit 61 ( ONFFIZAG'fOR or any.surely or other party. 6'orrectioe orReutor'al ofDejecdve lkgrh 13:11. If required by FNGINPHR, CONI'R:AQTQR 'shall promptly, as directed, other, correct -ail d jf dire Work, whether or'not. fahricated, installed or onmpleted, or, if the 1VA-has Ixcn rejected by LiN'GINI Fk, mm6i ,c it. from the site. and 'replace -it with Work tint is `Oat defective CON'I'R.4GPOK sfull pay all shims; caste Imscs a d damagts c used by or •resrrltiag from such correction at removal (including but not llraitwkA to all costs of iepau or rellIkemem of work'of others), 13,12. Curreeriilh Period: 13.121 Af Withino_iie-5, F two vicars after the date of Sub,-taritial Completion or such longi:r ricAi it or time ag maybe prexrilxd by Laws of Regulations or h• the terms of,any applicable sPaial guaiantcc rcguircd by the Comma Diocimnents.or by arty speci tic, provision of the Contract. Doctnnem, any Work is ,found ,to h; Work thatisnot" i rest or remove and re terms &such'trwstruclions, or in an"emergencywhere- delay Would cause' serious risk of loss or damarre; OWNER may have the ekfectnr Workxon'eeledor the rejected Wuik- rcrnoied ahil replace nail all claims,. writs losses.and damages,caused by or resullirrg front" sncli reniovaF anti replacement (including but not limited to all costs of repaQ or rcplaccncnt of work of :Others) will be paid by CONTRACTOrC ii122,fri Teci.it earcumslahces where a t�trticular item of,cyulpment ,is placed in. continuous serill cc before Sulistamral Completlun of all the Work, the correctibn period for that item may slartlo run ronnan earlier date if so provided in the ,Spedficnlioris"orby. WrittenAnicndntcnt. - 13,123,Where deJectii'e'Work'(and damage'.to other 28 %v,*OTT OPFORT (ULLUCSAtObll•7CAY'10\�II2L•1'd2na111' 1V6rk resulting, thei6froat) , has been corrected, remoied or replaceii under this-pEtrag+raph 13 1');;the correction period hereunder.with rcapeetto such Work trill be'etitended far an additional_ period of ime-yeae two yearsafter suCh,'correctitin or removal and replacement has hee`ii cnucfnctoHIy'&imnleted= A 6,plflnce ofD'efeefide Work: 13,13. If. instead of requiring wrretxion or removal and replacementL of def ciNe Work; 01VNER (and, pnbr to ENTGINEER'S recommendafinal recommendation of' nial payment also 1 NC-ma,R),ttt�fors to accept it, CAVNhR finny diw.so, CcbT*fP�4CTt�h shaft .pay all claims costs. prises and damaeelk attriliumlilt! to OIVNRR's'evaluation of grid deicriniriation to seep such eG fechi (such costs to lie approveilby F'fv'G1T�1liElt as to rcasOmablrness):. ]f arry' such acceptance occurs prior .to UN CIINF.IiR's re.'ommendutioriof final payment a Chance (Acr will be issued, incorpornting .the necessary revisions -in the Contract Documents with respect to the Work; and OWNER shillbeentitled to an appropnafe decre<1se in the C ohtra�t.lihee, and;•,if the;parties are unable to agree as to the nmotin[ thereof, (,51Vm mnv,make, a claim therefor as provided in Article 11',, Mthc acceptance occurs lifter such recommendation; an appntprinte nmoun twill We p6 d OWNER drawroirectDefectireN%ork- 13.14. 1rCON'I'RAC ORfails within -it .reasm- ;in accbrdaricc`i4kh-I-eraeraph 13:11, vr'i Documents. .OWNf R may, :after, seven days written notice to CONIRACTOR:.correct nrul remed, my such deficiency Di erereising the rights and remedies under th s:paragmph O'\VNER shall proceed expeditiously, In c nnection with such correWN:e and remedial action. OWNER may erclude:CC�NPRAC'T.OR Iron aft or,{F�Qt of die site, t'al(e:pgsscztiiori of nil ry part' or' die Work,'arid suspend CONI RACThIZZs sen'ices related thereto. take poLeescipn "of' CONTIZACTORs look; .appliances. wnstruc[ion ,eguiphienf and madunery at the site and incorporate in 'the"\\'ork. ad materfala and equipment stored at the site, or for which OWNER has paid COYFRAOTOR but uvhkh are stored elsewhere. to, enable QWNHK� to nder.this,par'aggnph. All incurred of susteined by [s and remedies will he and a Chanae'Order will ri�pei:l :Iq the 1Vurk; a in appropriate'detrease in t figs' are amilhlc7td agreO-as 9 to dtivages.will include but not. be Gnuted to all cextsof repair or .replacement of wort; or others 'destroyed or , damaeed by correction removal , of replaoeracrit of CjNTRpCfOTi's•ilekciiw Work. CONg7fz (,-rOR shall not be allotred an 6ieinign of'the Umtra2it.Tim s (or, Ni lestones)hecause or anv delay in utapzrtormancepf'ilie \trork•ituibbleto the exercise.byOIVNER: irOWNER's rights hhd reme8ies hereunder. ARTICLE i4—PAYNU1- NTS TO GON7%kGTOR AND, CODIPLLTION tichgd"ie of•t-alues: 14:1. The schedule of iMues estnlilished as pro idcd in paragraph'' 9 will sea a as the bush for protress payments Anil will he incoNralcd'iniq a:,fnmt of Qpphcauon'.hr Paymentazeplai]etnhNGINEER Progresspaymientson accountof Unit Pnw Work dill he haled on,&numher of unala completed.. Ipplicatiar for ftogrescYnt'nleru: • COATR'ICTOR's TVarmrin, of Tide:' 143. .COV"LR4C'['OR lvarvmt.s and guuncdres that title to all Work, materials mind equipment'covered.by :any Application for- Pa m eht,.'whether ,iricurrpoialed .'vi the,, PrujecL iv noi, will pass to MV\TER no later than the time of piynent Gee ind clear of all Liens: .Rem?nr nf.4pplicgtiunsfurPrugrest FaVneeot'. 14.4• 'ENGLN'EEk wile yvitfitn icn days after n'ceipt, of neh.Applicaiion for l'aynierii, either mdicate,in wntiag,s euuTrc•ctr�twil: coNuinora_t'rtus U97nE�tipani WICI is orroRr COLLINS MODI FtcgnoxS I'RhV irzuiioj Cl irecottimchdatimi of payment and present to LrR_ OWNor return the Applioation iii in hcattnE in Writingg ENGINEER's reasc recommend payment'.,In the lauer case, may make llie neccss_ary con-ecucvi's t applicahuition., I eh nays alter' prey Apption'for Payment, to OWNIM is reconimehdation, the aniount,recitmmer to the proviaions.ol.thL lasl sentence o become due and when -due will'be, pain CONTTP ACTOR 143., '!iN.GlNl'LR's recommendation or any, paymeIat requested in,an Application for Payment xviiPCo stitute'a representatiun by IiNGINkl R to';C)WNI R, ha'.s'cd on, H11CrIiTF•IiR's.iTn sttc'niiscrvmiohs of the 66cutcd Work us an experienced and qualified desta prolmionpl and on ENGINLER's review of'thc Ajtplicstidn for Piy6iav'Rn8 the accompanying dala and schedulcs that•toj besGrof IitiUINNFR'.v knrnvlcdgF ihfnha'itioi -nnd heli&.. 14._1. the Witrk• his pro'u�ressed to ;the point indicated, 145.3: the .conditions pmccdcni In: CONTRAGTOR's being entitled to, such payinetit appear to have hen U!"illed InSorar as' it ie ' ENGLN'EER's responsibilit%ito bbserve'lie Work. Kowever, ;uy rocommenovIg .any ,.such .pnytacni- ENGLNTEER `willnot thereby be rlcenied, `to hnve represented:that: ,Oexhaustive or continuous: okwsae uispections ll<nve been made to,check tha quality or the quantity of ,the Wnrk heyoad the res)Tonsihilitics specifically azsigneil to ENGiNEIiR in the Coatract Doeume'nt$,or (ii) that there may not be other mmuers or issues between the ptrfies fto bright entitle IvON'TRr\GTOR to paid additionally by OWNER ltr: entitle Ol1NL'R to withholdwNrtnent t6 cONTRAC•TUR .14.6 G\TCTNECR's recommendation or any payment, including fin+l;paymenl shall notmeanthut ENGINEER is iesponsiblo for CONTRACTOR's' means, inethOds,. techniqum,wqucnces or procedures of construction. or the sinew precautions and,programs.inciderit'iheret0. or for,any failure cif COliiTLACTOR it) comply with Lq�i,s' 5nd Regultaions applicable to the furnishing 'or. perfurmanct of lVok. or .for: any failure :or 'CON I RACTOR to ,peilarm or fuini.sli AVork %in. iiccordant:e with the ConiraclDocumenw. 14.7 ENGI\TEFR may rcfusc to recommend the.wh6le or,any part ortmy payment if. m'1�+(CrINEERs opwoi pit' .would he; incorrect to 'make , liv eepnC nLitnais to 01"TER. 'n* ""I'ap 14 5 MER may e vnf r;,bemusd of also refus , to re orrimeridt� such p subsectuendy discoi•ered evidence or the results of subsequent iiispections or tests, nullify any such. payment PrCvjously- recommended,' to such extent as may be neces& in' M16INTEMs opinion to 'piotert (,)Xk.rN,T-rR, front IcO b&mus-d: 14.7,1the'Work idefeelAv. or completed Work has 111:7.2. the Contract Piice has been retik;id by Written Amendment or - Change Order, 143:3oxvNIHV has been required in correct Af�etiva 'Wmk of complcui Work- io",accordance with pemgmph f344.. or 1.4.7.4, LMGIkER.Lh`JU,UC1U0l krOWIM(gC'Of the 6eciii-renec :of;anv'of the'events enumerated in OWNFR may'rerusL,rd make raYinerit ofthe- full amount recommended by PNGINRER.becate;e-i 141.73r claims have been made af;airp 0X\WFR--on 5 furnishing, i%binig 61F thC-'Wo.rk--, '14.7,6- LiensIvive Vxcn rited-in COnnection.Nviih- the Work.-'exci!rit where a 'fi ',Bofid .qx-Ci 1C awsthctor -.�re the _y to OWNER to set M sat' - 'C - at' faction ad dischaiRC Of such Liers, 14.7.7 there are other items entitling OIN'M to qsct- Wriziiiist the amount reeomnienda-or 14.7:8. OWNER has actual khowledge of the occurrence of tiny .Of che events ehumeraied in paragraphs 1 4J. 1 through' 14 , _73 or, ly.inagniplis 1 5'1. 1 throvLah 153.4 ine:lusive, but OWNER, must give CONM%C',T(-,)R inunodiatei AVritten n6ticc- (with a cony to PoIGINTFER) :stating the. rei-sons for such ridion find promptly pay CONTRACTOR; the amount so withheld, or anyxidjustmem thereto agreed -i6 sy OWNER' - and ' C0Nrrk.ACT0R-' whon CONTRACTOR "corrects to OWNURs satisfictian the ,reasons for such action. !,Substantiqll. CWnp!etion: US. When CONqRACTOR ainsiders the. entire Woik ready for its inciended use CONTRACTOR shall notify OIVNTER and F—NG WEER in wifina, that the entire Work is sUbstantiaH y. eWpleic (except ?or items #-:cificully e a certincate of auostanria isana6le. time thereafta ;and ENGINEER shall rrakt determine the status or Lt 1 -9 not consider the Work NTEIER ivill no* CONT the reasons thcrefoi. if wrio 1919.8 C I i9w (fifiall 31) the R re and deliver to MTNTER a tentatiE PMEte, ntial t0omple-ticin which shall fix,the date,of 11 Cor�fijefion. -Thtreshafl be attached to ilhq :'a tenwiv'c list of items to be 66fflpleted-br as '1q, aky If. after eludes that ons, FMUNIEHR corroders -.the W 'will kv.ithin 5, acute and 'deliver to OWNER i a aefinitivc ecrilrimt6 or Substan L a revised tentative1ist of;items 10 ccied) rcflcctm`p' such chan-Res froni a written rccomnicnAlaW of SUbstaniial on OWNFR and CO[\IJ;RAcroR until final payiijent- 14,9, OIVIdUR.shall have the right to eNchide COMRACTOR fr6m the w4k after ific date of SUbstanigilf-Completion. but 0WI\TER shrill CONTRACTOR reasonable acdm.-- to7comolete Ori correct items in s on the ten tati , ve list at ',Q1kWFRs option of- any' I of flue W-OrL Wliklir (i) IIRS in thE Contract Documen! Or a separately funetioning�ufid usab cart be used by OWNER for 6,7 ready 'for its intended tm-- and sut 'jKTP complete. lfC( ACTOR ri&ces qaitisu the Work is.substRnIially� compiete, CONTI vvill caily :to OWNER and ENGINEER part Or trio Work- is ENGINEER to issue 'a 'certificate, of S Completion for that pan of the 0 0 0 F—j 0 l4M:1- No occupancy or sqjamte Opera"Onof rAq of -the .1 - Vark %01 be noc6niplished prior ' to &qnp I liance . 5.15, in respect o �viiihVe.requirenienL%' f prof", Insurance. 14;1 L Upon �%iritt6 noti . & fr6fin COI�TRAc7roR'tmt thE & or an agrLf is complete,. cI_t- entire 'Work A:d Lx.)ruc)n ercomplete,.c, JINIGM-1-M, will nink, A fi&M 61vZtion with DWINTER and CONTRACTOR and will nt)66, CONTRAGtOR in 21witint 6r,iiij particulars in whichi this, MR that the Wbirk is incomplete or d20ctrya, COACTOR Shall inim.diulcly'tnkc such Intasure I sJis are Rucassairy'a0 comp 'Ictcwork m' - or�r& Oy q6ch d46icneics. ch I finalr V)&Iiolm for Apreut.• ' %vt 61Y Of FOR�OLLI�S N10D117C:Ari&8 ffliit/',112000) 0 tp furbish. sudi a rdease or receipt in full, CONTRACTOR' may fdrhisli R Bond or:'oLhcr i)ollaferal satisfe6tory,to :MV - NER to indemnify, 6vhJER` aLminst any Lien. Releaitn or waiveis:of Hems and the'co'nsen-tof the 'surety to* fi Imaliie amient •aro td'be submitted..6n Foirms'6onforin ink to the fannat,ofthe OWNERS standard forms bound in Lhe-Prop&l manual J�rnql fqvyient tutdAcce pfwicel MO. IC ',throueh no Jault of CONRA(7170R. final Wiriphaian, of itho Work is s-ignih6ritly. delayed and if ENGINEER so confinii% OIVNER si all upo_n receipt of CONKERACTOks'linil Apoli�niion lairNmeat and recommeni:littibri or ENGrNdEIZ,.`H­nd without terininatiiiu. the Apro ' eivient, make paymerd of t1le ba lance d i. ic ; ffir, tl Ut of by, C n, lor or.'eurreiaed is te&e than thejqainage &icinleii and'if, Bonds KaV; Ixen shall not constitute a 14,15.. 'The making iind accept me of Titian payment %611 constitute: AA 15.1 ra wn rVer or all claims, hy MWER,4gitifist CONTRACTOPL CRC'ePt.clams U'risimi"d ;abn unsetflod Liens, fr6m ileleetil, Work, apic r__ after :31 final inspection., pursuant to par:ieraph 14:11, ,from failure to comply with the _Contract Documents or the ,terms of.any.special,guarantees sriecihed therein. or From CONTRaCTOR's continuing obligations under if e Contract Docun rents: and 14:15:2: A waiver of all dauas b,-CONTRACTOR, against 01YNGR other than those previously made in tvritine and still unsettled: .ARTICLE 15-SUSPE_ NSION OF WORK .UND TERAIliNATION - 0IVAt .,Vqv Sunpenrl'We rk: 15,1. Al any lime and without. cuuse.. CAVNLk may suspend the Work or any portion thereof for A period of not more ." ninety hays by notice in writing to C6N'1'R.�C'I'OR and F NGINF;F.R tthich trill fir the date: on. which Work %vill be resumed. CONTRACTOR stroll. resume the Work on the date -so Fred„ CMTRAC'I'OP shall &- allowcd an adjustment in the Coniract.l3nm or an e>iwnsion :of the-Con[rict Timer or both, directly wi ibutahlc to any ;such 3u-spensmn if• QON I R'1GfOR makes an approved claim therefor as ,imovided..in Artiefts 11 and 12- 01irAER May Yer•niinare: I5? Llpiui the occurren6c of any one br tnoric of'thc follm'ssngevcitts: '- 15;Z,1 if CONTRACTOR persistr6 ly fails to perform 4W the oiA in accordance with the Coritnict Documents (including. but not lunited to: failure io supply sufficient skilled4orkers or suitable materials or equipment or failure toadhere to die. progress icbedulc cstnblLghed under puraginphU rtc adlustid froiii.lime to'titite pumranl to pkmaniph G 6); 11'S.2.2_ if CONTRACTOR dtsegards Laws or Regulations or, Ally p`uhlic bait' lmving jur'kdidion' 15 2.3.. if CONTRACTORdisregards qip siuthority of ENIGLNEER; or 1524t if CONITRACTOR othe-Avise violates in Inv substantial 'tiny' any 'provisions of the. Contract. Dociaiienes.' after.givinm M\UP ACTOR Ond the ven days' written notice anti to the extenl' vs and Regulations, terminate the services IR, exclude CONTRACTOR Gom the "site: sssion of the York and •of, all 's tools, 'upplianc"es, construction tat:fiinery at the site :-and ,use the.same to has .,❑7lOFFOxrcutti et0(_;ia,CM10\SOCEN,'4004111) 15D. Wherc CONImAC'rOws, scrdices have hcen.so *minutcd bV 01YN1 R, -the- termination .will -not affect tiny 6-his' or reniedias of OWNHR. ..against CONTTRaC•TOR then;'e.Kistine or which may thereafter accrue, Any retention or ,psiyn1Ant of moneys due C6NI RA&; f0k: .!by' OWNER' will nr)t release. t ON'1•IL\CTOR>from Imbility, 1$4, (Sp7n se4�en dny, wjitren 'notice• .to'' COIN RACTOW and Ei\GII�IITR, OWNER may, without clause and without prejudice to.any. other riglti or ierriedyyd6NVINt•R. elect to temirate tH Aereenient. 1n such . case, C'bN'TK'AGr4SR, shalt be paid .(without d6plicnti60'of any.itenis); 15A:1. for completed and acceptable Work executed in,accord;imc,with the CJontract Documents prior IS the effective fiche oftemtination,`including fbir'and reasormble slims fqr oveihtnd and ptolit on such wbik. 15:4 2- . for.expenses sustained prior to the effective Atate'of'tcmtt neon in performing'services and t t t shuig.labo , mr terialg or equipment as required by the.'Contmor,'D6cuments in connection with uncrnnpleted.4York plus [kin and'reRsonable sums For ovallead'and rrofiCor such expenses, i5-43.,.for All claims, :ursts;.:losses and thmages incur'red, in settlement of tetmirnled 'contmcCs..wvih Sub tzrninicitirs, seippliers.andoth6s rind 15,4.4. for reasonable expenses; directly attribuinble to terrhination.. CONTRACTOR shrill not be paiid on account cif loss of uraicipated probts•:or. ieGenue rii other economic lairs arising out or orresulting-Rom such terminat m COr\'/R.ICTOR,11ui°Slop f1%arkarTerminglei 15,5. IC through no act or taint of,CONTRAM"O& the: Work is mspended',lbna periud'of more thivi'ninety days by OWNER nor under an order' of wurt or other' public Ruth or [INGINULR. Inds'to.net ..on any Application for Pay»iertt within thirty days after it .is submrlttil ,or OWNF R fails f r thirty days to pay (ANPI'I ACWR any • 9 0 • 0 SECTION 00510 NOTICE OF AWARD DATE: May 16, 2013 TO: Vogel Concrete Inc. PROJECT: 7361 Concrete Maintenance Project Phase I — 2013 Renewal OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7361 Concrete Maintenance Project Phase I — 2013 Renewal. The Price of your Agreement is One Million Eight Hundred Ninety -One Thousand Seven Hundred Sixty -Five Dollars and Twenty -Four Cents ($1,891,765.24). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by May 31, 2013. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. Director of Purchasing & Risk Management 0 start IiKqlly deterniiried to be due, may. -upon- seven days. written , n, a4GINEER, and firm ided OWNTO remedy 'such ens!' - -fail _ ��s-pT OT terminate 'the Awiacmeht and 'ie yiiient on the sarnwietmas poqv In lieu of term the Aarcernei or OWNER has failed fbi thirty -days to v OR ITy.5 - finally' determined 'to be true; OR may uponseven clays' I Nn .. tten notice ­16 �ENIOINHXX'sinff.ihe WA until novaient of 11 and I or foermittod by this f5hragraffih, ARTICLE 16—IjISPOM RESOINHON 0 AR Tl(L,E 17—AUSCELLAINEOUS Giiir* Naticv. 17.1- Whenever any provision 61' the Cofilruci D&umonw requires-the,gj�,ink of writtefi notice. it will be� deemed to hR 11ve .been volidlv given n if 061ivered in pers6ii to ,theindividuilorioamem�W6Fth�finn ortoithoanxi-of L­ ­ ­ ­ . or - , - ­ � :1..,. 11:1 "eal1­11 he corourrition wharil'it is intended. ofiNclivei- it or sent: b�, r ' etiisticred or certified mail,,postage -[Vep , a , iLL. to, tli,� last busihessiuddrczs kmaivii to the giv'cr of Lhe notice," ,17:2: Con _tvdtqfioq of Tiine. 17.11. %%rhcnamy.perio&of,G , meis referred tom the 'contract Docahlentsi by days, it mill be bomputed,to ex'clude'llie-first .find, include the lest.day,ufsu`ch period! If If the last- day of any such period Ialls.on a satuvfday or Sunday or on a.dnyi rimile dilegal holidii), law of the applicable ju-n'sdic'tiorL--i'uchj day 'will be omitted firimi the compkitation- U(MCOWNEXAL CON ITIO-NN Fild-S (i990E666n) W1 Cl rYOFrOKI I COLLINS MODIFICA14ONS mtiv'vjvivi 0 1 172.1 I A calendaT daoftwenLY-16ur hours measured from. midiriLlit to thenext midnight will constitute ;a, aVonce of (Aali?nz ' 173, shoitim b%vNb or cdAjm-'aOR zAiffcrrjajUjN, Or daruiygelo perwr , �o . r.propLr\­Tlv because of any. error,i . ssion , ;0 or.0of the�Acr pitirl;y cii*of:aaay, of Ifielother party, s I I employees or lig'oiits or -others for whose acts the olhW'paif�, is parclaim- will be madeia_i6T_dmi to the cother, party within a reasonable time Pfl.the first 6bscrvancc of iuch'iniury or darna"Le. The provisionsof for of a waive of the Oioi ikions of any nopki of limitations or Professional Fievand C&O Costv Included: 17.5. Wfienevei refeience ' is made to 4ctaiM& costs;.kw" aid d6ranges "i if 'S i is, in cach'case, hut' not be.fine fted ioall fees nn i oharv_cs *' ft eii&eers, chitacts, attorneys and ,other rfiissjoria End 'all court or arbituiltonoro erdispuier i'lutii:xAPM'ts, 174, 'The liiws'of the State State of Colorvidg aynl, to this rimem go] oindo galqtq2% me as roll 11.6.2, lfu 0mm.'15_flcd..O1VNE R is reauired1by, law (CRSr38-26zl(17) to withhold from Inavinents to CONTRACTOR sufficient funds !to 'insure the Va %mient f all claims for labor. materials; t6in'bire- susterfadw.- Orbviabif4, myeader, 'or cahcr.`suppliie used or. •consuffied bv CONTRACTOR or, his 33 jjjcL)c(;EN'L% AL CONUMNS 19 . VO (I .14 %V.'Cl'ry' I 01i 1701tT . f13L - LjRS NjC)L)[jjCA'filj-,S (RAINA i2000) 0 9 0 Pi E WICITY 017FORT COLLINS NIODIFICATIDNSJIhl'-112011W 0 35 0 0 iv; ci'rY"01;' I �ORT . ODLLINS MODII-1 CA'l IONS (P-BY40000I EXhIBYOSC-A to,Gencrall , Condi iions 11 Except ns. pr&ided in pi,,unizraph' F6_5 belo*, no 1111"tion arising out or or relating tiS, the -Coniriict .of tile -Cons&uction Contract Between E I hicuincrits shall in6ludc'by.bonwlidatiun. juinder or in any. OWNER artd.CONTRACTOR othtr manner' any othi� person pgn or r9tty(iiieldding ENOINEERf,ENOINEERs .Co:nstliani and the 5fficer& 'Df§f;UTE RfSoLuri& Acii mmyf 16.4.1. II'-t--hu­'m6lusLion L&suc, ­vth.er-,pe1s10n or � entity ty is ncoesa:jry it comp1etc relLer isto beaffbrdeI ii6ii thosz,whare iilreA rmticst6lhe ithitiLb . and CAVNER and - C61NTRACTOR hercliv :corer hit Article 16'of the Gt:6cra-I-C6fidition' or the''Coilirdcaion (;oniinci between . OWNER and CONTRACTOR, is amended to iricluldc'6e Folovqng­U&qme doif the parties: I 6A. i'Ql claims, ;disputes and other, matters in .auesuon beiwccn!ftIQI M- and coN'ekmroK a Mil"111-11 I b$� arbitration •ii Industry Arikitratioi agreement so to-,art)itrate, and OLInsefit to whitrate entered into pr6i;idcd ih:Lhis�Aftiiilc]16 ivilL under the liteva-I li ng law of c ,1162. N6daiandfoiaibit ruquireti to De decision in' OccOr c until the earlier of rindc-r6d a written Lhr e,partics , have pr , c a wriltcn`decvs on I date.- No IV for td appral iis 'Filed ih Lik-ith the, or othii matter in question -has anseA.nnd'm na eve any such "and be made after the (Late AIM' instit, legal:or ccuitabti procci:dinp- based on such claim, n- question would Ink to red or other miner i L ion W applicable slatute`oCltrniWtivns: MIX MNERWMITJOSS i9l 0-3 (i 00 gdtwS %%Y'qrTY0F FORT COLLIyNxiorir;T61,TTDN �S (RFV 9199) 1&42 such othni: person or entity is 'suhsuffititilly involved in a question of low or fact which is common to'ifibse who are aliAdy parties uithe .ii'+ivriitioR Find whiWwill 9rs6 iri-FaCh proccAnir,nod 16,43, the wriu&-donknt of the other, person or sought to be included and ' �of,61iVNER and CONTRACTOR has heen obtained for such'inclusi6n, whichaxor =nt iluill make'speciG6 -reference' it) this paragraph: hot no such66�4nt shall con4itiqe.conls,pnt to,arbitmfidn* of any dispute, not specifically . dekeribed in such consent onto arbitration with:1aity party not specifically identified in such consent 16.5. K16Kvithstandling pa . r . ag-raph 164. if:A A claim; ite or &hcr,mauey, in question hcnweii MNJNtR nerd TrkACTOR ltmrolws the worik. of suwomiiictor, !r QWNhK or CON'l-RAM'DR * , may iiiin such jkpecific jirai�ision,wher6V the '�yhoontractpr 66iiscrits To living joined in an arbitration tration bimweri {f1VNR. and CON7RAiCTOR WoWing. the Work, of s7bicb, Subkohtfiict6i Nothing inihis- " ra-ra I Pa _qphII6,5 nbrlirtthe - Provision of s uch subcontract consenting 16 joinder shall create any*' blaim, or cause of action m -ilivor of Subconiiaxt6i and against OXVNTEP,' EaNGINEER or ENO ENTIT R's 0orisu Itanis that does nof, otheriise exist, 16.6. The award tendered by the arbitratois will be final, judginimi may 1w,'critacd uponi it in ah%� coua h1ving j6ri'sJiction thereik and it will not be subject to mlotlifimtion6rim 'i IE7,' MNI if -and CONMXGTOR agree That thq sall fist 'submit any and :all uhkiitled claims, 'disputes and bilier' nianers'_4ni iju0ion bet%�ecri thFni tins"in'g, out t o. or r'N' r i to the ontrnw, relating C U abmillod to maliaficiiii i6ithin time lunitsRrid shall remain S'LlbF the terminiiti6rt of thi iviLffikion- utc submiitted to 6fciliation' under .rve asurbaraitir of such dispuia'u to a EJeDCOENERAL eONDIII0N5 1910-S (IM 9,54m) 14 rM- IREV 9194) b6A] SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 0 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and • Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. 0 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 11 SECTION 00950 • CHANGE ORDER NO. PROJECT TITLE: Concrete Maintenance Project Phase I — 2013 Renewal CONTRACTOR: Vogel Concrete Inc. PROJECT NUMBER: 7361 DESCRIPTION: 1. Reason for change: 2. Description of Change: _ 3. Change in Contract Cost: 4. Change in Contract Time ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) . ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: cc: City Clerk Project File Engineer Contractor Architect Purchasing DATE: DATE: • • SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 16th day of May in the year of 2013 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Vogel Concrete Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7361 Concrete Maintenance Project Phase I and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins Streets Department, who is hereinafter called ENGINEER and who will assume all duties and responsibilities • and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 This Agreement shall commence June 1, 2013, and shall continue in full force until May 31, 2014, unless sooner terminated as herein provided. In addition at the option of the City, the agreement may be extended for additional one (1) year periods not to exceed three (3) additional one (1) year periods. Pricing changes, if any, shall be negotiated by and agree to by both parties in writing. 3.1 The Work shall be Substantially Complete within one hundred forty (140) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within forty-five (45) calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General • Conditions. � § 0\ \ 0 ,Itq § q \ / $ § ƒ . %/kk§ Co 20zz =zJ3= ZOO z z g- ca °)0ofw \sga89 }<���� . < 7 0 co \ / ( co\ } ? 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Ef) Eu E U N � C LU � Q U - 0 U w t0 w z Q 7 c� Q 0 0U` 0 (V U z C J = U)U/) Q U o 0 a a� mro E z Iq LL c O a O O ,qT N N� O O O p CD p CD p CD CD CD CD CD Co 0 p 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 p W 2 L U O CD O p p p CD CD CD p 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p Q 0 H- 64 64 64 64 Zq 64 vi Gq Gy Zq 64 Zq 6464 �� w w, ul ul ul�� 6464 � 6464 ca 645-64� cl CO Q p O -a o mma 0 (6 L i N � dC a > N O O O N ~ d J O N O Q C O (9 O (0 p ~LLI C-a ER 2i CL OE < o� wU c� O H U) C O cl N N 0 N co U N J Q 0 E 7 Z N N E 7 Z 11 E 2013 CONCRETE MAINTENANCE PROJECT— PHASE I GENERAL REQUIREMENTS INDEX • SECTION 01010 Summary of Work 01040 Coordination 01310 Construction Schedules 01330 Survey Data 01340 Shop Drawings 01410 Testing 01510 Temporary Utilities 01560 Temporary Controls 01700 Contract Closeout 01800 Method of Measurement and Basis of Payment is PAGE NUMBERS General Requirements 2-3 General Requirements 4-5 General Requirements 6-7 General Requirements 8 General Requirements 9-11 General Requirements 12-13 General Requirements 14 General Requirements 15-16 General Requirements 17 General Requirements 18 SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK • This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. A. Protection and Restoration. I. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. B. Construction Hours 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/Tom Knostman will be the Program Manager/Project Engineer Darren Moritz 970-221-6618 Office 970-556-1495 cell Tom Knostman 970-221-6576 Office 970-679-7947 cell F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. • General Requirements - Page 2 of 18 0 0 0 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: 221-6540 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION Latimer County Sheriffs Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Emergency: 911 General Requirements — page 3 of 18 SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall also coordinate with the Landscape Contractor whose Work is separate from the General Contractor' s contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. E. The Contractor shall ensure that Subcontractors shall have visible company names on all vehicles that enter the work zone. 1.2 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. I. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors' supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the Project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 PROGRESS MEETINGS A. Contractor and Engineer shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: l . Contractor and Superintendent. 2. Owners Representatives. 3. Engineer and Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. 0 General Requirements — page 4 of 18 SECTION 01040 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 anticipated two weeks in advance. D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION General Requirements - Page 5 of 18 SECTION 01310 CONSTRUCTION SCHEDULE 1.1 GENERAL • A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owners acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. ,Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. C. The schedule must show how the street, landscaping, and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show complete work sequence of construction by activity and location for the upcoming two week period. 2. Show changes to traffic control. 3. Show project milestones. • B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Provide a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials; reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. is General Requirements - Page 6 of 18