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HomeMy WebLinkAbout539869 LIGHTFIELD ENTERPRISES INC - CONTRACT - BID - 8469 CONCRETE MAINTENANCE PROJECT PHASE Ilu city ins SPECIFICATIONS F Z X6jaj1 1 AX, 4"j0Z i1i�i I — FOR Financial Services Purchasing Division 215 N. Mason St. 2n° Floor PO Box 580 Pon Collins, CO 80522 970.221.6775 970.221.6707 jcgov. com/purchasing CONCRETE MAINTENANCE PROJECT PHASE I 215 NORTH 19 RENEWAL I® NO. 8469 )URCHASING DIVISION N STREET, 2ND FLOOR, FORT COLLINS paragraph 14.2 of the General Conditions) may be included in the 01 application Section 00960. 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 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. SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. 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 and private development 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 constriction. 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: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. C J General Requirements — page 4 of 18 SECTION 01040 COORDINATION C. Minimum agenda shall include: 1. Review of work progress 2. Identification and discus 3. Review of any pending c 4. Revision of Construction D. The Engineer and Contractor A quantity sheets shall be signed by be the basis for the monthly pr estimates. ast meeting. problems affecting progress. anticipated two weeks in advance. agree to weekly quantities at the progress meetings. The weekly h parties. These quantity sheets, when signed, shall be final and shall ess estimates. This process ensures accurate monthly project pay END OF SECTION General Requirements - Page 5 of 18 SECTION 01310 CONSTRUCTION SCHEDULE 1.1 GENERAL A. The Contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference.. This schedule will show how the Contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of the Owner or others. C. The schedule must show how the street, landscaping, and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show complete work sequence of construction by activity and location for the upcoming two week period. 2. Show changes to traffic control. 3. Show project milestones. B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Provide a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials; reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. General Requirements - Page 6 of 18 SECTION 01310 CONSTRUCTION SCHEDULE 1:5 OWNER'S RESPONSIBILITY A. Owner's review is only for the p Contractor in coordinating the W B. It is not to be construed as rel techniques, sequences and proc C J use of checking conformity with the Contract Documents and assisting with the needs of the Project. Contractor from any responsibility to determine the means, methods, 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 o minimum of 72 hours prior to requiring surveying. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction. stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re -staking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall notify the Engineer prior to concrete removal when property line markers are inscribed in the surface of the existing concrete, typically designated by "+" or "x" markings. The Contractor shall NOT reinstall existing property line markers in the surface of the new concrete. 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 ® 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 Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Contractor shall not use materials 9r equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractot and properly marked by Engineer, are at the site and available to workmen. F. Contractor shall not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: ® 1. NO EXCEPTION TAKEN: Si nifies 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. Copieslof the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED: Signifi s 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 materi I or equipment represented by the submittal does not conform to the design concept or comply wit 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 detenni mg that items represented thereby conform with the design concept or comply with the information riven in the Contract Documents. Engineer' reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information 1. Detailed installation drawings ® 2. Relation to adjacent or critical required to define each item proposed to be furnished. foundation details, and clearances required for construction. of the Work or materials. General Requirements —page 9 of 18 SECTION 01340 SHOP DRAWINGS is 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturers 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 'h" x 11". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, and schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re -submittals. h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. I.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. General Requirements — page 10 of 18 • SECTION 01340 SHOP DRAWINGS 1.4 RE -SUBMISSION A. Make corrections or changes B. In writing call Engineer's attt C. In writing call specific att submissions. D. Shop Drawings. by Engineer and resubmit until accepted. to deviations that the submittal may have from the Contract Documents. to revisions other than those called for by Engineer on previous 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with requitedlwiring and piping layouts. END OF SECTION Requirements —page I I of 18 SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification 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 tests, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also he responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, place, 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. Foreman: The Contractor shall employ a full time foreman to monitor and coordinate all facets of the Work. The foreman shall have adequate experience to perform the duties of foreman, shall be assigned solely to a project, and shall remain on site during construction activities. General Requirements — page 12 of 18 SECTION 01410 TESTING C. Contractors quality control system with the requirements of the Contra operations and should be keyed to competent person use a smart level sidewalks, drive approaches, or rar at the link below and as directed b, Construction Inspectors' level. transportation -facilities D. Records: Maintain correct recc instructions received from the Ei shall include evidence that the number of inspections or test, n action and corrective action tak Specifications, and provide copie �J is the means by which he assures himself that his construction complies ct Documents. Controls shall be adequate to cover all construction he proposed construction schedule. The Contractor shall have a during setup and placement of concrete to ensure slope compliance of ip installations to the guidance of the 2010 United States Access Board the Engineer. The smart level is to be calibrated upon request with the Is on an appropriate form for all inspections and tests performed, ;ineer and actions taken as a result of those instructions. These records squired inspections or tests have been performed (including type and ure of defects, causes for rejection, etc.) proposed or directed remedial i. Document inspections and tests as required by each section of the to Engineer weekly. END OF SECTION Requirements — page 13 of 18 U 6.5. CONTRACTOR has correlated the results of all such observations, examinations, i ' vestigations, 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 DOC 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, Additional Contract Documents, Project Specifications, those items included in the definition of "Contract Documents" in �rticle 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 Certii 7.2.2 Certii 7.2.3 Lien 7.2.4 Cons 7.2.5 Appli 7.2.6 Appli 7.3 Drawings, con N/A The Contract t dated. Any re, 7.4. Addenda Num e of Substantial Completion e of Final Acceptance ver Releases of Surety m for Exemption Certificate. m for Payment of a cover sheet and sheets numbered as follows: s shall be stamped "Final for Construction" and made shall be;clearly identified and dated. n/a to n/a, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference inithis 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 0 written by a party hereto of any rights under or interests in the nents will be binding on another party hereto without the of the party sought to be bound; and specifically but not SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 970-221-6759 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 is r L J General Requirements — page 14 of 18 is C J SECTION 01560 TEMPORARY CONTROLS 1.1 NOISE CONTROL A. The Contractor shall take rea being performed in populated measures to avoid unnecessary noise when construction activities are Refer to Revision of Section 108 for additional requirements. B. Construction machinery and vehicl s 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. The Contractor shall abide by th� City of Fort Collins "Dust Prevention and Control Manual" located herein the Contract Documents under Section 4000. The City of Fort Collins has implemented this manual for all projects performed for the City of Fort Collins or located within the City of Fort Collins City limits. B. The Contractor shall be respectTl to pedestrians and bicyclists when sweeping road surfaces. The Contractor shall cease operations until the citizen(s) has cleared the area. C. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains substances resulting from const 1. Retain all spent oils, hydraulic site. 2. Prevent sediment, debris, or of 1.4 EROSION CONTROL A. Take such measures as are 1. Measures in general will i a. Control of runoff. b. Trapping of sediment. c. Minimizing area and d d. Approved temporary i construction activities. B. Preserve natural vegetation to C. Locate temporary storage and D. Comply with the City of Fort 1:5 TRAFFIC CONTROL water courses by sanitary wastes, concrete, sediment, debris and other >n activities. and other petroleum fluids in containers for proper disposal off the substances from entering sanitary sewers, storm drains and culverts. to prevent erosion of soil that might result from construction activities. of soil exposure. s such as rock wattles and inlet filters to prevent the erosion due to extent possible. construction traffic so as to preserve vegetation and minimize erosion. Storm Drainage Erosion Control Manual. A. Maintain traffic control in accordance with the latest revisions of the "Manual of Uniform Traffic Control Devices" (MUTCD), the City oflFort Collins "Work Area Traffic Control Handbook," and the "Larimer County Urban Area Street Stand rds:" 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. 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. Asphalt material hauled in and out of the Martin Marietta Taft Hill Plant location is required to be hauled only to/from the north on Taft Hill Road to County Road 54G. END OF SECTION General Requirements — page 16 of 18 SECTION 01100 CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent p1 was begun. This will include provic facilities damaged or soiled during required. 1.2 PROJECT RECORD DOCUMENTS ties to conditions existing or better than existing at the time the work labor, equipment and materials for cleaning, repairing, and replacing truction. The Engineer will be the judge of the degree of restoration A. Maintain on the job site, and make lavailable to the Engineer upon request, the project material tickets and a log of any significant interactions with private citizens and the traveling public. B. These record logs along with any required by the Engineer shall be s 11 • records, photographs, and written descriptions of work as may be d prior to project acceptance. END OF SECTION Requirements - page 17 of 18 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK A. Owner shall not pay for defective work and repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools, dust control and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re -negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and [materials actually furnished and the estimated amount therefor. END OF SECTION 40 General Requirements —page 18 of 18 SECTION 02000 PROJECT SPECIFICATIONS The 2017 Colorado Department of Tra Construction and the standard revisions supplement or modify the Standard Specif The Larimer County "Urban Area Street revision, are made a part of this Contract conflict with any of the provisions of oth follows: portation (CDOT) Standard Specifications for Road and Bridge ntrols construction of this project. The following special provisions tions and take precedence over the Standard Specifications and plans. indards" (hereafter referred to as the "LCUASS Standards "), latest this reference. In those instances Where the Standards specifications parts of the standards the governing order of precedence shall be as I. The Special Revisions written herein this document of the latest revision of CDOT's "Standard Specifications for Road a d Bridge Construction" 2. The Standard Revisions of latest revision of CDOT's "Standard Specifications for Road and Bridge Construction" 3. CDOT's "Standard Specifications for Road and Bridge Construction" 4. The latest version of the Larimer County "Urban Area Street Standards" (Referred hereafter to as the "Standard Soecifications) INDEX OF REVISIONS SECTION 102 Bidding Requirements 104 Scope of Work 105 Control of Work 107 Legal Relations and Resl 108 Prosecution and Progress DIVISION 201 Clearing and Grubbing 202 Removal of Structures at 203 Excavation and Embanki 208 Erosion Control 210 Reset Structures Manhol 212 Seeding, Fertilizer, Soil f 304 Aggregate Base Course 403 Hot Mix Asphalt 601 Structural Concrete 602 Reinforcing Steel 604 Manholes, Inlets, and ME 608 & 609 Sidewalks and Bikeways 623 Irrigation System 627 Pavement Markings 630 Construction Zone Traffi • Conditions to Public Obstructions Water valves ditioner, and Sodding ter Vaults / Curb and Gutter Control Specifications= Page 1 of 57 REVISION OF SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS Section 102 — BIDDING REQUIREMENTS AND CONDITIONS - is hereby revised as follows: Section 102.02 Contents of Proposal Forms is hereby revised as follows: The Department will publish bidding opportunities to prospective bidders on the Rocky Mountain E-Purchasing System (RMEPS). The forms on this website will state the location and description of the contemplated construction and will show the estimate of the various quantities and types of work to be performed or materials to be furnished, and will have a schedule of items for which unit bid prices are invited. The forms will also state the time in which the project must be completed, the amount of the proposal guaranty, and the date, time and place of the opening of proposals. All bidders on projects shall submit hard bid/ physical submittals only. END OF SECTION Project Specifications- Page 2 of 57 • is REVISION OF SECTION 104 SCOPE OF WORK Section 104 -SCOPE OF WORK - is revised as follows: Subsection 104.04 —Maintaining Traffic -{is revised to include the following. It shall be the Contractor's responsibili the work. Prior to work that requires posted for "NO PARKING". "NO Pp placement of these signs shall take pla show the type of work, and the day, & street is to be repaired on Wednesday, a.m. with a sign that reads similar to Concrete Repairs (see sample "NO N until the street is opened to traffic and maintained and removed by a represer contractor shall not have "No Parking" posted where work will not commence All information on the "NO PARKE block letters permanently affixed to legible and written in block style le project. In the event the Contractor deems it notification, the Contractor shall fit vehicle. Should the Contractor be Engineer to arrange for towing. If 0 City will make every reasonable efl from the Contractor. The Contractor the towing of illegally parked vehicle The Contractor shall have an appt construction site shall be set up in specifications. Work performed by the Contractor have not been placed as required by y to clear parking from the streets when such parking will interfere with the street(s) to be closed to parking and/or traffic, the street(s) shall be RKING" signs shall be placed at a minimum of 100 foot intervals. The e at least 24 hours prior to the commencement of work and shall clearly :e, and times that the message on the sign is in effect. (For example, if a July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., RKINW' sign on page 4). "NO PARKING" signs shall remain in place .11 clean-up operations completed. No Parking signs shall only be placed, ative of the Contractor, the Traffic Control Supervisor, or Flagger. The signs up and posted where work is not anticipated. Signs that have been as posted shall be turned away from traffic. " signs, with the exception of the type of work, date, and time shall be in sign. Any information added to a sign, such as dates, shall be clearly s. The "NO PARKING" signs shall be in effect for the duration of the essary to remove a vehicle that has not adhered to the "NO PARKING" make every reasonable effort to locate and contact the owner of the tble to locate the owner of the vehicle, the Contractor shall notify the 'NO PARKING' sign has been in place for a minimum of 24 hours, the to remove the offending vehicle within four (4) hours of notification all not be entitled to additional compensation for delays associated with Traffic Control Plan on site at all times. Traffic control signage on the dance with the approved traffic control plan and in accordance with the an approved traffic control plan or when "NO PARKING" signs specifications shall not be paid. The Contractor shall also be subject tb a pay deduction of up to $1,000.00 per occurrence per day for traffic control not in compliance with referenced specifications or requirements contained herein. Issues subject to deductions may include but are not limited to: Traffic Control Supervisor not on the project site at all times (unless pre -approved by the Engineer) An approved traffic control plan not on site Traffic control device set up by flagging personnel unless assisting the Traffic Control Supervisor Traffic control signage not set up in accordance with the approved traffic control plans Inadequate flagging personnel and/or flagging equipment The Engineer shall issue a written w� documenting the type of violation. Th opinion of the infraction severity and Engineer may request the Subcontract the project. Removal from the project the contract. The contractor shall I personnel within two weeks of the th Contract may be terminated and rebid ling to the Contractor, Subcontractor, and/or Traffic Control Supervisor Engineer shall determine the deduction amount based on the Engineers' e number of previous infractions. Upon issuance of a third violation, the Traffic Control Supervisor and/or flagging personnel be removed from i which the violations were issued shall be in effect for the remainder of d replacement Traffic Control Subcontractor, TCS, and/or flagging I notice without an adjustment to contract price or working days or the Specifications- Page 3 of 57 REVISION OF SECTION 104 SCOPE OF WORK Prior to the end of each work shift the approved Traffic Control Supervisor (TCS), and the Enginee rshall meet to discuss the placement of upcoming traffic control devices to include "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 ojthe Contractor to minimize any inconvenience to the public as a result of their work. The Contractor shall maintain access at all times to all businesses within the project. The installation schedule shall be communicated to all businesses and residents affected by the work at least 48 hours prior to starting work. Any changes to the traffic control, as directed by the Engineer, including additional signs, barricades, and/or flaggers needed shall be immediately implemented. Traffic control shall be paid under Revision of Section 630, "Construction Zone Traffic Control" found herein Project Specifications- Page 4 of 57 REVISION OF SECTION 104 SCOPE OF WORK t R'+• � I � Y yy -G r' Eli _u _ . t =e ® END OF SECTION Specifications- Page 5-of 57 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. OWNER: CITY O COLLINS GERRY F*AUL 1 PURCHASING DIRECTOR Date: 3-2 9-/ 9 Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Approved as to Form 44 013/ As stant CityrAftorney 11 ELD 'ISES INC. By: PRINTED Title: PYt Sj-je,, t Date: 03 L2oLad) 9 (CORPORATE SEAL) SEA,.: .` I, = Attest: �6 ORpO4 Address for giving notices: fo�f Co/�;hsco C?Qr-�3 License No.: 40 REVISION OF SECTION 105 CONTROL OF WORK Section 105 — CONTROL OF WORK - is hereby revised as follows: Subsection 105.01 - Authority of the Engineer - is revised 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 work will be stopped and 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 Engineer. The Contractor shall not be entitled to compensation for delays associated with non -compliant periods. No construction shall commence until all utilities are located within the construction area per state law. The Contractor is responsible for identifying all utilities of concern and calling for appropriate locates. After contacting 811 to get locates, the contractor may be required to call for clarification and/or additional locates, or may be required to contact a City of Fort Collins department associated with certain types of utilities. Due to the high demand of locate companies during the construction season, the City of Fort Collins recommends that the Contractor schedules a locate company at least one week in advance to minimize any possible delays. If the locate marks become expired then contractor shall get an extension and request that the markings are redone and freshened up. If the Contractor does not have locates on a project scheduled to start work that day, the work shall be "stopped" and the Contractor shall be charged working days until that said marking is completed and work has commenced. Subsection 105.02 - Plans, Shop Drawings, Working Drawings, Other Submittals, and Construction Drawings - is revised 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 considered incidental to the work. TABLE 105-1 SUMMARY OF CONTRACTOR SUBMITTALS Section No. Description Approval Needed Reoccurring 105.10 Contractor Management Packet — Environmental Management System Yes No 107.02 Topsoil Soil Analysis or Soil Sample Submittal Yes Yes 08.03 Schedule of Work Yes Yes 203.05 Borrow Material Gradation Yes Yes 208.02 Erosion Control Devices Yes No 208.04 Storm Water Management Plan Yes Yes 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 608.00 Concrete Mix Designs Yes No 668.00 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 Subsection 105.09 - Coordination of Plans, Specifications, Supplemental Specifications, and Special Provisions - Project Specifications- Page 6 of 57 REVISION OF SECTION 104 SCOPE OF WORK shall have the second paragraph removed In case of discrepancy the order of pre (a) Contract Agreement (b) Revisions to CDOT Star (d) Standard Special Provisi (e) General Conditions (f) CDOT Standard Specific (g) CDOT M&S Standards (h) City of Fort Collins Dev replaced as follows: is as follows: Specifications (Project Special Provisions) for Road and Bridge Construction Construction Standards Subsection 105.10 — Cooperation by Contractor - shall be revised to remove the following sentence: "The Contractor will be supplied with a minimum of 6 sets of contract documents" Subsection 105.10 is revised to include the following: The City of Fort Collins is committed to comply with the United States Environmental Protection Agency (EPA) and the Streets Department Environmental Management System (EMS) requirements that vehicles on City projects shall comply with the "Anti -Idling Policy" to reduce environmental impacts related to construction. Contractors and Subcontractors shall comply with turning off vehicles and equipment instead of idling for long periods (more thanl 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. The Contractor shall submit the Contractor Management Packet in accordance with Table 105-1 Summary of Contract Submittals Subsection 105.11 — Cooperation with Concrete construction and reconst replacement of traffic signal loop deb not currently exist. The existing t additional cost. New and replacente Contractor shall cooperate with the detectors. The Contractor shall coord before concrete placement operations Subsection 105.12 — Cooperation - is revised to include the following: Lion operations at intersections may involve the destruction and rrs and/or new detectors may be installed at intersections where they do is signal loop detectors shall be removed by the Contractor at no loop detectors shall be installed by the City Traffic Division. The, nedule of this work to insure the timely installation of loop/camera to with the City Traffic Division to insure that their work is completed Contractors - shall be removed and replaced with the following: The City, County, CDOT, and lochl utilities including but not limited to Xcel Energy, Comcast and CenturyLink may contract for and perform other or additional wort: on or near the Work of the project. When separate contracts are let within the (limits of the project, each Contractor shall conduct the Work without interfering or hindering the progress or completion of the work performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed. City forces will perform the following Permanent Signing Traffic Pedestals/Fiber Optic Li Street Lights Traffic Coordination The Contractor shall coordinate i This shall include, but not be li movements, lane reductions, and City Traffic Control as required by this project: the City Traffic Engineer for all traffic control activities. A to, closure of any City Streets, closure of any partial intersection Syl Mireles Phone_:(970)221-6815 Specifications- Page 7 of 57 REVISION OF SECTION 104 SCOPE OF WORK Email: smireles(&fegov.com The City will remove existing and install all pedestrian traffic signal equipment. City Traffic Signal Contact: Britney Sorensen Phone: 970-222-5533 Email: bsorensenAfegov.com The Contractor shall coordinate with the City Traffic Engineer to schedule the traffic signal work/fiber optic line relocation in conjunction with other project activities taking into account time needed for order and delivery of materials. The Contractor shall cooperate with the City Traffic Department in their removal and installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized. The City will remove and install all permanent signing. City Signing and Striping Contact: Rich Brewbaker Phone970-221-6792 Email rrewbaker cr.fceov.com The Contractor is responsible for removal of pavement markings and installation and maintenance of temporary pavement markings necessary to control traffic during construction. Contractor shall remove the existing pavement markings and symbols with a water blast truck approved by the City Traffic Department. The installation and maintenance of temporary pavement markings shall be paid for in accordance with what is outlined in section 627. The Contractor shall coordinate with the City Traffic Engineer to schedule permanent signing and striping work in conjunction with other project activities. Full -compliance pavement markings in accordance with Section 627 shall be in place prior to opening the roadway to traffic. The Contractor shall cooperate with the City Traffic Department in their removal and installation operations so that all is expedited, duplication of work is minimized, and impacts to traffic are minimized. Street Light Coordination City Light and Power Crews will remove and install all street lighting and associated electric utilities for the project. City Light and Power Contact: Luke Unruh Phone: (970) 416-2724 Email: lunruh@fcgov.com The Contractor shall cooperate with the City Light and Power Department in their removal and installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized. Refer to Utility specification for additional information. Each Contractor involved shall assume all liability, financial or otherwise, in connection with the Contract and shall protect and save harmless the Owner from any and all damages or claims that may arise because of inconvenience, delay , or loss because of the presence and operations of Contractors working within the limits of the same or adjacent project. The Contractor is responsible to coordinate with private utilities. Any work to be performed by private utilities shall be identified in Contractor's schedule. Delays due to coordination issues will be the responsibility of the Contractor. Subsection 105.16 — Inspection and Testing of Work - is revised to include the following: The Contractor shall keep the Engineer informed of its 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 by the Contractor to provide such notice will relieve the Engineer from Project Specifications- Page 8 of 57 • REVISION OF SECTION 104 SCOPE OF WORK any responsibility for additional costs Ir delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any obligations to fulfill its 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 Subsection 105.19 — Maintenance The roadway area, including curb, gu cleaned of debris generated by the Cc cleaned after the completion of the regardless of the source, shall be pii particulate debris shall be blown frc can be picked up by a sweeper v Contractor's responsibility to provide i to the satisfaction of the Engineer at ni Construction - is revised to include the following: :r, and sidewalk, adjacent to and through the construction area shall be tractor at the earliest opportunity, but in no case shall the area not be lay's work. Debris as determined greater than one (1) inch and :ed up and disposed of offsite at the Contractor's expense. Smaller ii the sidewalks, driveways, curb, and gutter into the street where it thout transmitting debris back on sidewalk areas. It shall be the e necessary manpower tool and equipment to have the roadway cleaned additional costs. 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`h 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 All cost to maintain the work constru for separately but shall be included in Subsection 105.22— Dispute Resolution The Colorado Department of the Contractor. during the construction process as prescribed above. n area and before the work is accepted, shall not be measured and paid *responding unit price bid item.. revised to include the following: ion will not participate in the resolution process for any claims filed by END OF SECTION Specifications- Page 9 of 57 REVISION OF SECTION 106 CONTROL OF WORK Section 106 — CONTROL OF MATERIAL - is revised to include the following: Subsection 106.03 — Samples, Tests, Cited Specification - is revised to include the following. The City of Fort Collins will be responsible for all expenses associated with Quality Assurance (QA) and Independent Assurance (IA) testing. The Contractor shall be responsible for all Quality Control (QC) testing costs. Test frequencies shall be in accordance with the project specifications, CDOT Field Materials Manual and the approved Quality Control Plan (QCP). END OF SECTION Project Specifications- Page 10 of 57 REVISION OF SECTION 107 LEGAL RELATIONS AND PI LITY TO PUBLIC ® Section 107 — LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC - is hereby revised as follows: r J Subsection 107.06 — Safety, Health, and Personnel on The City of Fort Collin! Federal safety regulations to control < Subcontractors are responsible for pro (PPE): Only Personal Protective Equil (OSHA) or American National Stand responsible for the compliance of thei representative shall make regular field An employee of the Contractor to equipment designed for their prof Engineer to request removal of the e The Contractor's personnel shall be while on the construction site(s).. Subsection 107.12 — Protection and Provisions - is revised to include the following: projects shall use protective equipment prescribed by Local, State, and eliminate hazards or exposure to illness or injury. The Contractor and ding and insuring the use of the required Personal Protective Equipment lent complying with the Occupational Safety and Health Administration As Institute (ANSI) regulations shall be used. The Contractor shall be employees and the Subcontractor's employees. The Contractor's safety nspections to audit and document compliance. : all Subcontractors who refuses to use the prescribed protective or willfully damages such equipment, constitutes cause for the s from the site. to wear safety vests, hard hats, and steel/composite toed boots of Property and Landscape — is 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 its responsibilities to protect the underground utility as provided for in the Contract. Any pruning of vegetation shall requ When the landscape removal area adj shall repair any subsurface utilities i concrete, road base, etc.) to a minims and compact imported topsoil,(until 1 other method acceptable to the Engin When the disturbed area is greater th the concrete repair, the Engineer in length of the repair location as stated surface, water the new sod once thor that has taken place. The Contractor by the Contractor and provide the p supplier. The Contractor shall make e the written permission of the property owner and/or the Engineer. nt to the concrete repair is six (6) inches or less in width, the Contractor uding irrigation systems, clean the area of all construction debris (i.e. depth of four (4) inches, prepare all edges to a clean and vertical place , but not over compacted) utilizing an approved hand operated roller or six (6) inches in width And greater than 12 inches in length adjacent to require the Contractor to clean and prepare the area along the entire ove to a minimum one foot (12 inches) wide, place sod on the prepared fitly, and notify the property owner in writing of the nature of the work 11 also notify the property owner that the sod will be watered only once erty owner the recommended watering schedule suggested by the sod -y 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 soddiitg 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" Sdewalk — 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. Excavated soils from the repair locations may be stockpiled on site and used as backfill for areas behind the new concrete installation and below the top four (4) inches of the surface. Imported Topsoil shall consist of loose friable river bottom or farmland loam, reasonably free of manmade materials subsoil refuse, stumps, roots , rocks, brush, weeds, noxious weed seeds, heavy clay, hard clods, trash, Project Specifications- Page 11 of 57 REVISION OF SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC 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 shall be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and protected from damage by the Contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced at the Contractor's expense within three (3) working days from the date of damage. All landscaping that is damaged due to construction operations shall be replaced by the Contractor at its 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 Lngineer directs new work or the reconstruction area requires grade adjustment. the placement of topsoil, sod. and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the Work and shall not be measured and paid for separately. Subsection 107.18 is hereby removed and revised to include the following: For this project, all insurance certificates shall name the City of port Collins as an additionally insured party. For this project, insurance coverage shall meet the requirements and limits per CDOT Standard Specifications and Revision of Section 107.15 Responsibility for Damage Claims, Insurance Types and Coverage Limits. In case of a conflict between the City's General Contract Conditions and CDOT Standard Specifications, the more stringent of the two shall apply. Subsection 107.25 — Water Quality Control (c) — is revised to include the following: All work associated with preparing, securing and concurring with the required permits (refer to Revision of Subsection 107.02) will not be measured and paid for separately, but shall be included in the work. END OF SECTION Project Specifications- Page 12 of 57 REVISION OF SECTION 10.8 PROSECUTION AND PROGRESS ® Section 108 of the Standard is hereby revised as follows: SCHEDULE. Subsection 108.03 - Schedule - is revised to include the following: A schedule showing the required progression of the Contractor has been provided below. The Contractor shall provide the number of working days per area to complete all work items covered by the contract and this number shall not exceed the number of contract working days. Location of vicinity maps are referenced in Section 03500 which show the limits of each project specified. Further detail of project scope can be found at the following web address: nttps://wet).luicr-umapp.com/Snares/z5toct)erez5t)ucciyzc'f&popup properties=project namE comments,photos,line item namd,units,total units&lat=40.56038517076267&ln 105.0771.738869185 &zoom =11 &title = Mark%20and%20Measure%20(2017.2) &legend = *Please note the link has all our projects on it so use your project index section 3500 and Find your project areas by clicking on above. Prior to award, mutually acceptable schedule of working days discussed Required Project Milestones of the Projects to be completed first ibi e Laporte 2 o Westlawn e Garfield St o Dahlia to Ensenac • Old Town o Stover North and e Impala e HickoryI a Howes 1 o Westbridge 1 & 2 Note: General project limits are The Contractor shall follow the aboN many crews as necessary to comp] descriptions of work outlined above. once, the Contractor shall provide tw Engineer. The above requirements are subject to or upon approval from the Engineer. Subsection 108.05 —Limitation of highlighted projects and then finding them on the Fulcrum link shall be determined by the Contractor and the City based on the Schedule: they are laving an asphalt treatment this year: Ct and Walden Way Area 2 (Granite Ct) Cowan I in section 03500 Maps. progression while scheduling their work. The contractor may utilize as e the work within their contract, but shall be held to the dates and If the Contractor choses to perform work on two (2) separate projects at (2) separate crews to perform the work unless otherwise approved by the upon traffic control conflicts and other unforeseen circumstances, - is revised to include the following: isThe work shall be completed within the following calendar months (shaded months): Specifications- Page 13 of 57 REVISION OF SECTION 108 PROSECUTION AND PROGRESS JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC 2 .l1. r kPiAm m.k .,✓wR ¢ ,tea a H.a% .e`^ JI x Subsection 108.08 — PROSECUTION AND PROGRESS - is revised to include the following: Contract working days shall be completed in one -hundred and seventy five (175) working days and during the months of March through December. 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. CONTRACTUAL MILESTONES Milestones for this contract are outlined below. If the milestones are not met without reasonable justification and/or approval determined by the City Engineer, the City reserves the right to collect liquidated damages of one -thousand ($1000) dollars per day, and remove any or all future projects from the contract and allow another Contractor to complete said work under a different contract. The milestones shall be based off of the allotted working days described in section 108.08 above. The contracted working days shall commence upon a written or verbal Notice to Proceed given to the Contractor by the City Engineer. The working days shall be monitored on a daily basis by the City Representative, and written on a weekly tracking sheet. This sheet shall be signed by a representative of the Contractor at the weekly progress meetings. Any change to the contract amounts during the construction season will be accompanied by a negotiated change in working days for the contract. • Milestone 1: o Upon reaching one-third (1/3) of the contractual days allotted to complete the contracted work, one fourth (1/4) or twenty-five percent (25%) of the contracted value shall be exhausted. • Milestone 2: o Upon reaching two-thirds (2/3) of the contractual working days allotted to complete the contracted work, one half (1/2) or fifty pereent (50%) of the contracted value shall be exhausted. • Milestone 3 o Upon working for the total amount of contractual working days, the Contractor must have reached substantial completion of the contracted project. o Upon determination by the Engineer that the Contractor cannot and/or will not meet the needs of the contractual obligations in terms of production and/or resources, the Engineer reserves the right to remove remaining projects and have a different contractor perform that work. This action will not relieve the Contractor from any assessed liquidated damage charges. = Conversely, if the City Engineer determines that the Contractor is performing at a high level and can take on additional work that other contractors are not able to complete and/or a City addition of newly identified projects, the Engineer reserves the right to add projects to the contract quantities without line item price negotiations upon an agreement with the Contractor to take on the additional work. • For example: o The Contract is for $1, 000, 000.00. o The allotted working days are indicated to be 100. • Milestone 1 • $250,000 would need to be completed by the 33" working day of the contract. • Milestone 2 • $500,000 would need to be completed by the 67" working day of the contract. • Milestone 3 Project Specifications- Page 14 of 57 REVISION OF SECTION 108 PROSECUTION AND PROGRESS e All projects identified in the contract documents under section 3500 would need to have reached substantial completion by the 100" working day of the Subsection 108.09- Failure to Complete Failure to mobilize within the days sp working days specified in 108.08, an damages assessed against the Contra $1,000.00 per day may be retained Contractor(s) to complete the work, o incurred above and beyond the bid liquidated damages. on Time- is revised to include the following: ;d, and/or complete the contracted money amount within the allotted failure to meet the contractual milestones may result in liquidated At the Engineers discretion, liquidated damages in the amount of i any monies due the Contractor, or the Engineer may retain a tion thereof to restore the contract to schedule, and retain any costs s of the Contract from any monies due the Contractor in lieu of END OF SECTION Specifications- Page 15 of 57 Description of Work: 8469 Concret( To: Lightfield Enterprises Inc. This notice is to advise you: That the contract covering the abov CONTRACTOR and the OWNER. That the required CONTRACTOR's by the OWNER. That the OWNER has approved the Therefore, as the CONTRACTOR fc directed to proceed within required by the Agreement. Dated this day of The dates for Substantial Completic , 20_, respectively. Citv.of.Fort_Collins OWNER By._ Title: ACKNOWLEDGMENT OF N Receipt of the above Notice to Pri 20_ CONTRACTOR: Lightfield Enterp By`_ Title: r� U SECTION 00530 JOT►CE TO PROCEED Maintenance Project. Phase I - 2019 Renewal described Work has been fully executed by the ance Bond and Payment Bond have been received Contract Documents. the above described Work, you are hereby authorized and (_) calendar days from receipt of this notice as 20_ i and F-inal.Acceptance shall be 20_and _ is hereby acknowledged this _day of Inc. REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201— CLEARING AND GRUBBING - is hereby revised as follows: CONSTRUCTION REQUIREMENTS The following sentence in subsection 201.02 shall be removed: "Branches of trees extending over the roadbed shall be trimmed to give a clear height of 20 ft. above the roadbed surface." Subsection 201.02 is revised to include the following: "Branches of trees and shrubs shall be trimmed to 14 feet above the road. 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 -asphalt section, the Contractor shall remove the section(s) of asphalt 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 planned work due to root grinding shall not be considered for additional traffic control payment or traditional 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 is revised to include the following: All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the removal and trimming of tree roots. END OF SECTION Project Specifications- Page 16 of 57 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND ® Section 202 - REMOVAL OF Subsection 202.01 is revised to include This work consists of sawing and flagstone to a neat line. Subsection 202.02 is revised to include ES AND OBSTRUCTIONS - is hereby revised as follows: DESCRIPTION following: to facilitate controlled breaking and removal of concrete, asphalt, and following: REQUIREMENTS 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 Ind asphalt shall be of sufficient depth to ensure a vertical, smooth face, free from breakage, or as directed bye Engineer. Cuts in asphalt or concrete pavement shall be made such that each edge shall be parallel or at right , g tles 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 removl d 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. Subsection 202.03 is revised to include the following: Flagstone sidewalk shall be salvage to the maximum extent feasible. All flagstones shall become the ® property of the City of Fort Collins and shall be hauled by the Contractor and delivered to the City's site located at 1500 Hoffman Mill Road.I This item will not be measured or paid for separately but shall be considered incidental to the related removal item. M�THOD OF MEASUREMENT Subsection 202.11 shall include the follow) ing: Sawing shall be measured by the lineal foot. This item shall only be measured and paid where the Engineer directs sawing not already being paid under another item. Sawing related to the items described in Revision of Section 604 - Inlets and Culverts; and Section 608 & 669 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 di measured and paid for separately. sawing are considered incidental to sawing operations and shall not be Specifications- Page 17 of 57 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS E BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment.shall be made under:. Pay Item 202.01 Sawcutting 4 to 6" Unit Lineal Foot 202.02 Remove Flagstone Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Sawcutting as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION Project Specifications -Page 18 of 57 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT ® Section 203 — EXCAVATION AND Subsection 203.01 shall be removed and ENT : is hereby revised as follows: DESCRIPTION with the following: This work shall consist of removing Iand disposing of the existing pavement, base or other soil 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", "Muck Excavation", as hereafter described. The Contractor shall dispose of all excavated material off -site in an environmentally responsible manner. CONSTRUCTION REQUIREMENTS Subsection 203.05 — Excavation - shall bel removed and replaced with 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: isThe 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 the subgrade material is determined unstable by the Engineer, it shall be removed to the limits and depths designated. I 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 slIeepsfoot 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 *t 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 moisture conditioning and compaction shall be included in the contract unit price for Borrow. Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate Base Course. Class 1 Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications. The material required for the specific location shall be directed by the Engineer. ® Load slips shall be consecutively cumbered for each day and submitted to the Engineer daily. Specifications- Page 19 of 57 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT METHOD OF MEASUREMENT Subsection 203.13 is revised to include the following. The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the Engineer to measure any work and performs other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer. Borrow shall be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately, but shall be included in the contract unit price for Borrow. Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard, complete -in - place. Subgrade preparation, moisture conditioning, compaction, haul, and disposal will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 and 207.05 shall 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- Page20 of 57 l� u E REVISION OF SECTION 208 EROSION CONTROL Section 208 -EROSION CONTROL - is Subsection 208.01 shall be revised as revised as follows: DESCRIPTION This work shall consist of constructing, installing, maintaining, and removing when required, erosion control measures during the life of the Contract and at a minimum at all inlets to prevent or minimize erosion, sedimentation, and pollution of any waterways. Work shall be in accordance with the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (latest edition), The City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, and the City of Fort Collins Environmental Standard Operating Procedures contained herein, Section 04000. Any loss of time or materials related to erosion and erosion control shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either onsite or offsite) related to erosion caused by construction of this project, will be the sole responsibility of the Contractor MATERIALS Subsection 208.02 shall be revised 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 the work. 1. Inlet protection shall inch opening. 2. Erosion control devices arc 3. Erosion control devices on shall be required as directe Recycled Rubberized Inlet Protection t. Infill material: Shredded rec. 2. Weight: approximately 10 Ir 3. Diameter: Approximately 9' 4. Geotextile fabric: Made of a CDOT Gravel Bag Inlet Filter shall to be used for erosion control measures prior to beginning sufficient length to protect around the perimeter of the inlet nd inlets near a load site shall be required. he downstream side of an aggregate stockpile or truck washout area by the Engineer. meet the following requirements: :led rubber per linear foot urable fabric with a typical weight of 6-10 oz/yd. the following requirements or approved Equal: 1. Infill material: CDOT 467 washed rock or approve equal 2. Weight: approximately 20 lbsI per linear foot 3. Diameter: Approximately 5 inches 4. Geotextile fabric: CDOT Class 1 Erosion Control Fabric, typical weight of 6-8 oz/yd. Specifications- Page 21 of 57 REVISION OF SECTION 20.8 EROSION CONTROL CONSTRUCTION REQUIREMENTS Subsection 208.03 is revised to include as follows: All erosion control measures must be installed prior to starting work. It shall be the responsibility of the Contractor to ensure that all roadways near the project are kept clean of construction debris and sediment. The Contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. All inlet protection devices shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depths has been filled. Sediments shall also he removed immediately from the traveled way of roads and disposed of properly. Subsection 208.04 — Best Management Practices for Stormwater - is revised to include the following: The Erosion Control Supervisor (ECS) is responsible for paperwork including completion of the Storm Water Management Plan (SW MP) in the submittal process, 14- calendar day inspections, and post storm inspection shall be conducted within 24 hours following storm event. On the 14-day inspection the ECS should use the maintenance log in Appendix B of the SWMP. If a storm occurs the post storm is equivalent to a 14-day inspection, and the next inspection would occur 14 days after the last storm. ECS should make daily inspections of erosion control features on the job to ensure compliance and correct the control features when needed. A daily inspection is not required the day of a 14-calendar day inspection. 14 day inspections will be paid upon submission and engineer determines that the Contractor has been compliant with SWMP best practices. Subsection 208.06 - Materials Handling and Spill Prevention - is revised 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 is revised to include the following: Payment for Wattles (rock bags and recycled rubber bags) shall be made by the lineal foot for inlet protection at each location as required and accepted by the Engineer. The length shall be sufficient to protect the opening and sides of the inlet grate. A maximum of four (4') lineal foot additional to the opening width shall be paid. Excessive lengths shall not be paid. When a protection device is installed at a new location, whether the protection device is new or has been relocated, an additional lineal foot payment will be made for the protection of the location. Devices that become non-functional during construction shall not be paid. A protection device shall be installed at load sites and on the downstream side of stockpiles, base piles, and truck washout areas, or as directed by the Engineer and shall not be measured.and paid for separately. 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. 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 22 of 57 REVISION OF SECTION 208 EROSION CONTROL Street sweeping will not be measured or paid for separately but shall be incidental to the work. Erosion control measures used during shall not be paid for separately. "SWMP Maintenance Log- 14-day it without rain fall. An event shall be cc the Erosion Control Supervisor inspe for BMP failure or missing BMPs or with pictures of the deficiencies and mitigate/clean up the problems and n shall be made for each event verified Subsection 108.12 shall be amended to Payment shall. be made under cutting are considered incidental to all saw cutting operations and :ion" shall be measured on a per event basis or once every 14=days ;red more than a 0.1 inch of precipitation. The Contractor shall have active projects under the contract after each significant rainfall event :sive sediment release. The inspection shall include preparing a log -s of the BMPs to contain sediment and actions taken to cations to the proposed BMPs to address the deficiencies. Payment igh the inspection log at the Engineer's discretion. BASIS OF PAYMENT the following: Pay Item Unit 208.01 Stormwater Protection — Gravel Bag (Rock Sock) Lineal Foot 208.02 Stormwater Protection -Recycled ICDOT Rubber Filled Wattle Lineal Foot 208.03 Stormwater Protection — CDOT Gravel Bag Inlet Filter Each 208.04 SWMP Maintenance Log- 14 Day Inspection Each The above prices and payments shs equipment, and incidentals and for do when required, erosion control measi directed by the Engineer. include full compensation for furnishing all labor, materials, tools, all work involved in installing, maintaining, removing, and relocating s, as shown on the plans, as specified in these specifications, and as END OF SECTION Specifications- Page 23 of 57 REVISION OF SECTION 210 RESETSTRUCTURES Section 210 — RESET STRUCTURES - is hereby revised as follows: DESCRIPTION Subsection 210.01 shall be amended to include the following: This work shall consist of adjusting manholes and valve boxes and removing and resetting or adjusting flagstone, brick. pavers, and related materials. CONSTRUCTION REQUIREMENTS Subsection 210.02 shall be amended to include the following: Existing flagstone and pavers shall be salvaged and reset on compacted base. The elevation of the flagstone and pavers shall match as closely as possible the surface treatment of the surrounding area. All flagstones and pavers shall be carefully removed, stored, reinstalled; or adjusted in a manner that will avoid loss or damage. Flagstone and pavers shall be salvaged to the maximum extent feasible. All flagstone and pavers not reinstalled shall become the property of the City of Fort Collins and shall be hauled by the contractor and delivered to the City's site located at 1560 Hoffman Mill Road. This item shall not be measured or paid for separately, but shall be considered incidental to the related removal item. Cutting of pavers, when necessary, shall be -accomplished with a double bladed splitter or a masonry saw. The saw shall be a "wet saw" type to inhibit dust when cutting the pavers. Pavers shall be cut such that tight spaced joints are maintained.. The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as shown on the plans or as directed by the Engineer. Sufficient said should be placed to stay ahead of laid pavers. The Contractors shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator shall be in accordance with manufacturer's recommendations, or as directed by the Engineer. All pavers that are damaged during embedment shall be replaced at the Contractor's expense. Joint spacing between paver units shall be in accordance with the manufacturer's recommendations, or as approved by the Engineer. Joints shall be filled completely with joint sand. Excess sand shall be removed by sweeping. Adjusting structures shall apply, but not be limited to, manhole rings and covers, inlet gratings and frames, water valve boxes, water meters, gate posts, and other structures and facilities. Construction operations shall consist of raising, lowering, moving, or removing masonry or concrete; adding brick -work, masonry, or concrete; and resetting grates, frames, or rings and covers to fit the new construction. Structures in the traveled roadway shall be adjusted to a tolerance of to '/2 inch below the surface of the roadway. METHOD OF MEASUREMENT Subsection 210.12 shall be amended to include the following: The unit price for Resetting Brick Pavers and Resetting Flagstone shall be paid by the square foot of re -set area. Material for leveling, moisture conditioning, and labor for installation and compaction shall not be paid separately. The quantity to be measured where items are reset or adjusted on an "each" basis shall be the actual number of those items restored for service at new location, completed and accepted. �J Project Specifications- Page 24 of 57 REVISION OF SECTION 208 EROSION CONTROL BASIS OF PAYMENT Payment will be made under: Pay Item 210.01 Reset Flagstone 210.02 Reset Brick Pavers 210.03 Adjust Manhole 210.04 Adjust Valve Box Unit Square Foot Square Foot Each Each The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Reset Structures, complete -in -place, including compaction and materials, as shown on the plans, as specified in these specifications, and as direction by the City Representative. END OF SECTION Specifications- Page 25 of 0 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 C C 11 REVISION OF SECTION 212 SEEDING, FERTILIZER, SOIL CONDITIONER, AND SODDING Section 212 - SEEDING, FERTILIZER, SOIL CONDITIONER, AND SODDING - is hereby revised as follows: DESCRIPTION Subsection 212.01 is revised to include the following: This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance with these specifications, accepted horticulture practice, and in reasonably close conformity with the 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 — Seed, Soil Conditioners, Fertilizers, and Sod - is revised to include the following: Topsoil: Topsoil shall conform to the requirements of CDOT 207. Sod: Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the Engineer. The 1 % allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of.sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish and the sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. Seeding: The use of seed may be approved by the Engineer and shall be a Dry Land Mixture of Perennial Rye and Bluegrass CONSTRUCTION REQUIREMENTS Subsection 212.05 — Sodding - is revised to include the following: 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 (1) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place, that the sod has been only watered once, and provide the recommended watering schedule for new sod placement as recommended by the sod supplier. Sod placement/replacement required dire to Contractor negligence shall follow the requirements of this section but shall not be measured and paid for under the terms of this contract. Seeding: Instances may arise when seeding is an appropriate option to sod installation or more appropriate for the location. In such instances, and as approved by the Engineer; the Contractor may install seed. Backfill, soil preparation, and topsoil placement shall be required as specified above. After installation of Project Specifications- Page 26 of 57 REVISION OF SECTION 212 SEEDING, FERTILIZER AND four (4) inches of topsoil, the Con installation and install seed at a rai area shall then be re -rake parallel one half (1/2) inch. The area shal surface or puddled in an area. The work that has taken place, that recommendations for the watering following: "The seeded area shall be mainta watered a minimum of two (2) approximately two (2) weeks. Wi watering period." Subsection 212.08 is revised to include actor shall rake the surface of the topsoil perpendicular to the concrete equivalent to one (1) pound per one thousand (1,000) square feet. The the concrete installation to till the seed. Raking depth shall not exceed be carefully watered, insuring the seed has not been flushed from the :ontractor shall notify the property owner in writing of the nature of the the seed has been watered once, and provide the manufacturers' schedule. The notice to the owner shall include, at a minimum, the in a moist condition during the germination period. The seed shall be es per day or as needed to keep the area moist for a duration of or hot conditions may require additional watering and may extend the BASIS OF PAYMENT 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, ay�d shall include full compensation for items noted below. In areas where the Engineer placement of topsoil, sod, and Payment.shall be made under:. Pay Item 207.01 Imported Topsoil 212.01 Sod 212.02 Landscape/Irrigation The above prices and payments sha equipment, and incidentals and for do haul, stockpiling, placing material, re complete -in -place, and as shown on Engineer. is new work or the reconstruction area requires grade adjustment the relocation will be provided by the City under separate contract. Unit Cubic Yard Square Foot Hour include full compensation for furnishing all labor, materials, tools, all work involved in the placement of seeding and sodding, including iring sprinklers, watering or drying soil, compaction, finish grading, e plans, as specified in these specifications, and as directed by the END OF SECTION Specifications- Page 27 of 57 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 - AGGREGATE BASE COURSE - is hereby revised as follows: DESCRIPTION Subsection 304.01 is revised 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 - Aggregate - is revised 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 — Placing - is revised 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 unit price for Borrow under Revision of Section 203, Excavation and Embankment. is METHOD OF MEASUREMENT Subsection 304.07 is revised to include the following: The 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 paid for separately, but shall be included in the contract unit price for Aggregate Base Course. Aggregate Base Course shall be paid at 100% 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. 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, Eicavation and Embankment. Project Specifications- Page 28 of 57 REVISION OF SECTION 304 AGGREGATE BASE COURSE Subsection 304.68 is revised to include th Payment shall be made under: Pay Item 304.01 Aggregate Base Course The above prices and payments sh equipment, and incidentals, and for including haul and water, stockpiling, grading, complete -in -place, and dispi specifications, and as directed by the I r� J BASIS OF PAYMENT e following: Unit Ton include full compensation for furnishing all labor, materials, tools, ing all work involved in the placement of Aggregate Base Course Lcing material, watering or drying soil, compaction, proof rolling, finish I of unusable materials as shown on the plans, as specified in these END OF SECTION Specifications- Page 29 of 57 REVISION OF SECTION 403 HOT MIX ASPHALT Section 403 - HOT MIX ASPHALT - is hereby revised as follows: DESCRIPTION Subsection 403.01 is revised 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 401.03 is revised to include the following: ASPHALT PAVEMENT PRESERVATION "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. TEMPORARY AND PERMANENT PATC14ING As determined by the Engineer, damage to adjoining asphalt pavement due to concrete repairs shall be patched back temporarily or permanent. In the event that temporary patching is required around concrete repairs, the Contractor shall remove no more than six (6) inches in width of asphalt pavement while the . 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. In the event that permanent patching is required, the Contractor shall sawcut, to the entire asphalt pavement depth, two foot out from the concrete repairs and the entire length of the concrete repair. Th'e permanent asphalt sawcut shall be rectangular shape. Tile entire asphalt layer to subgrade shall be carefully removed from the sawcut area as not to disturb the surrounding asphalt pavement. Subgrade shall be compacted as necessary to achieve a solid base layer. With the base layer compacted and the exposed edges of the patch properly tacked, the asphalt patch shall be built Lip in compacted layers not to exceed 4 inches in depth. The finished layer of the permanent patch shall be compacted to match the grade of the existing surrounding asphalt and adjoining concrete pavement. With temporary patches, prior to opening newly installed concrete to pedestrian or vehicular traffic, the contractor shall ensure that any changes in elevation to the adjacent surfaces have been remedied by the use of hot mix asphalt placed in a 12:1 wedge, or as directed by the Engineer. The asphalt used for this operation shall be measured and paid for under item 403.02 "Temporary Patching" until such time as the permanent repair can be made. In the event that Hot Asphalt is not available for temporary patching; Cold Asphalt may be used and paid for under item 403.04 "Temporary Patching with Cold Mix Asphalt" as approved by the engineer. Prior to installation of two (2) inches of temporary asphalt patching the Contractor shall use a bond breaking material (i.e., curing compound, form oil, etc), as approved by the Engineer. The bond breaking material shall be applied to the face of the new concrete adjacent to the temporary patch installation. Temporary asphalt depths greater 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 is revised to include the following: The accepted quantities for Temporary or Permanent Patching will be measured and paid for at the contract unit Project Specifications- Page 30 of 57 REVISION OF SECTION 403 HOT MIX ASPHALT price per ton. Pavement cutting, material subgrade preparation, haul, disposal, bond breaking or tack tack installation, and bituminous mate�ial will not be measured or paid for separately but shall be included in the contract unit price for Temporary or Permanent 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 is revised to include the following: Payment shall be made under: Pay Item 403.01 Asphalt Surface 40102 Temporary Patching with Hdt Mix Asphalt 403.03 Permanent Asphalt Patching 403.04 Temporary Patching with Colt) Mix Asphalt The above prices and payments sh< ® equipment, and incidentals and for d cutting, excavation, haul, disposal, su on these plans, as specified in these sr Unit Lineal Foot Ton Ton Ton I include full compensation for furnishing all labor, materials, tools, ing all the work involved in Temporary Patching, including pavement :ace preparation, and bituminous materials, complete -in -place, as shown cifications, and as directed by the Engineer. END OF SECTION Specifications- Page 31 of 57 REVISION OF SECTION 601 STRUCTURAL CONCRETE Section 601 — STRUCTURAL CONCRETE - is hereby revised as follows; DESCRIPTION Subsection 601.14 — Finishing Hardened Concrete Surfaces - is revised 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.). 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. 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 tamps 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 from texture deficiencies such as deep or shallow surface inconsistencies. Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment pits shall be required to ensure that no residue 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. r� Project Specifications- Page 32 of 57 REVISION OF SECTION 601 STRUCTURAL CONCRETE OF MEASURMENT Subsection 601.19 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 p, otection, and cleanup. BASIS OF PAYMENT Subsection 601.20 shall be amended to include the following: Payment will be made under: Pay Item 601.01 Exposed Sand Finish — Up Charge The above prices and payments equipment, and incidentals and for specified in these specifications, as • Unit Square Foot include full compensation for furnishing all labor, materials, tools, all additional work involved in "Exposed Sand Finish — Up Charge" as n on the plans, and as directed by the Engineer. END OF SECTION Specifications- Page 33 of 57 REVISION OF SECTION 602 REINFORCING STEEL Section 602 — REINFORCING STEEL - is hereby revised as follows: DESCRIPTION 602.01 This work consists of furnishing and placing reinforcing steel in accordance with these specifications and in conformity with the plans. MATERIALS 602.02 Reinforcing steel and welded wire fabric that will be furnished either uncoated or epoxy coated shall meet the requirements of subsection 709.01. The coating material shall be a light colored powdered epoxy resin which will highlight rusting of untreated bar areas. Reinforcing steel that requires welding shall conform to ASTM A 706. Welding shall be done in accordance with ANSUAWS DIA. All accessories, including reinforcing steel supports, ties, and splicers used in conjunction with epoxy coated reinforcing steel, shall be plastic or epoxy coated. Reinforcing steel not identified on the plans.as epoxy coated may be supplied as epoxy coated, at the Contractor's option, at no additional cost to the Department. Length of lap splices for epoxy coated reinforcing steel shall be in accordance with AASHTO Standard Specifications for Ilighway Bridges, unless otherwise specified. CONSTRUCTION REQUIREMENTS 602.03 Bar List. Two copies of a list of all reinforcing steel and bending diagrams shall be furnished to the Engineer at the site of the work at least one week before the placing of reinforcing steel is begun. Such lists will not be reviewed for accuracy. The Contractor shall be responsible for the accuracy of the lists and for furnishing and placing all reinforcing steel in accordance with the details shown on the plans. Bar lists and bending diagrams which are included on the plans, do not have to be furnished by the Contractor. When bar lists and bending diagrams are included on the plans, they are intended for estimating approximate quantities. The Contractor shall verify the quantity, size and shape of the bar reinforcement against those shown on the plans and make all necessary corrections before ordering. 602.04 Protection of Materials. Reinforcing steel and its epoxy coating shall be protected at all times from damage. When placed in the work, the reinforcing steel shall be free from dirt, loose mill scale, paint, oil, loose rust, or other foreign substance. METHOD OF MEASUREMENT 602.07 The weight of reinforcing steel for payment will not be measured but shall be the quantities designated in the Contract; except, measurements will be made for revisions requested by the Engineer, or for an error of plus or minus 2 percent of the total weight shown on the plans for each structure. Prospective bidders shall verify the weight of reinforcing steel before submitting a proposal. Adjustment will not be made in the weight shown on the plans, other than for approved design changes or for an error as stipulated above, even though the actual weight may deviate from the plan weight. Project Specifications- Page 34 of 57 r � u is 11 REVISION OF SECTION 602 REINFORCING STEEL The computed weight of epoxy coated reinforcing bars will be based on the nominal weight before application of the epoxy coatings. Nominal weights for various bar sizes are shown below. Bar Size Weight Linear .ill.Pounds per Foot Bar Size Weight per Linear Foot in Pounds /< inch 0.167 No. 8 2.670 No. 3 0.1376 No. 9 3.400 No.4 0.668 No.10 4.303 No.5 1: 43 No.11 5.313 No 1.502 No. 1.4 7.650 No. 7 2 044 No. 18 13.600 602.08 The accepted quantities of reinforc allowance will be made for supports, clips, Pay Item 602.01 Reinforcing Steel BASIS OF PAYMENT steel will be paid for at the contract unit price per pound. No •e or other material used for fastening reinforcement in place. 602.02 Reinforcing Steel — Epoxy Coated Unit Pound Pound Specifications- Page 35 of 57 11 n U KNOW ALL MEN BY THESE PRES Ughtfield Enterprises Inc. 2600 Midpoint Drive, Fort Collins, Ci (an Individual), (a Partnership), (a C (Firm) Contractors Bonding and Inst SECTION 00610 'ERFORMANCE BOND that 80525 Bond No. RCB0007577 hereinafter referred to as the "Principal" and Company (Address) PO Box 3967, Peoria, IL 61612-3967 hereinafter referred to as "the "OWNER", in the penal sum of the payment of which sum well and jointly and severally, firmly by these , are held and firmly bound unto City of Fort Collins, 300 522 a (Municipal Corporation) hereinafter referred to as the .251in lawful money of the United States, for we bind ourselves, successors and assigns, THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 141h day of March, 2019, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project; 8469 NOW, THEREFORE, if the Princir undertakings, covenants, terms, cor term thereof, and any extensions th Notice to the Surety And during the claims and demands incurred under the OWNER from all cost and dama reimburse and repay the OWNER al good any default then this obligation al shall well, truly and faithfully perform its duties, all the iitions and agreements of said Agreement during the original :reof which may be granted by the OWNER, with or without fe of the guaranty period, and if the Principal shall satisfy all such Agreement, and shall fully indemnify and save harmless es which it may suffer by reason of failure to do so, and shall outlay and expense which the OWNER may incur in making shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the saiSurety, for value received, hereby stipulates and agrees that no change, extension of time, alterat on or addition to the terms of the Agreement or to the Work to be performed thereunder or the Spe ifications accompanying the same shall in anyway 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 lsettlement 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. REVISION OF SECTION 604 INLETS AND CULVERTS Section 604 - INLETS AND CULVERTS - 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 - Manholes, Inlets, and Meter Vaults - is revised to include the following: Type R Inlets shall be installed per CDOT M&S Standards, latest revision, standard plan number MS-604-12. Care shall be taken during removals to salvage hardware material to the maximum extent feasible (i.e., frames, grates, adjustable bonnets, angle iron faces, steel rods, etc.). Salvable material shall be reinstalled in the structure or remain the property of the City of Fort Collins and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or replacing damaged or missing material until it is re -incorporated into the work or is loaded onto City equipment by the Contractor. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the details found herein and shall not be measured and paid for separately. When concrete is to be removed and replaced around an existing grate without disturbing the deck or basin, this shall not constitute "Reconstruct Inlet Deck". These locations shall be measured and paid for separately under the items described in Revision of Sections 608 and 609. Expansion joint material shall be installed every 500' in long runs and between the new structure and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid -block ramps, radius points at intersections, and other fixed objects (i.e., slabs or curbs). Expansion joint material shall be full depth, installed vertically, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints, MS-412-1. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18, sealing joints. METHOD OF MEASUREMENT Subsection 604.06 is revised 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 c& 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". "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 40 Only" shall be paid in addition to the "Reconstruct Inlet Deck" or "Metal Sidewalk Culvert - Salvaged Project Specifications- Page 36 of 57 REVISION OF SECTION 604 MANHOLES, INLETS, AND CULVER ® Material" items for the corresponding "Material Only" shall not be paid v operations or carelessness during reir The Contractor shall notify the Engine "Metal Sidewalk Culvert - Salvage reinstallation of salvaged hardware m galvanized screws for the plate reinsta as directed by the Engineer. n damage to the existing hardware material was due to construction al and shall be replaced by the Contractor at the Contractors expense. immediately when issues prevent salvage of the existing material. Material" shall be measured and paid per each and shall include :rial (i.e., frame, grate, etc.). The Contractor shall provide new brass or "Metal Sidewalk Culvert — Salvaged Material" shall be constructed per the standard details contained herein for Attached Vertical and DI ive-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 -.]0 and D-11, sections B-B) and shall be sloped to match the bottom of the grade for the adjacent or proposed concrete sidewalk. Expansion material shall be installed full depth and set (vertically at the top of the subgrade slope on each side of the chase. The typical structure length, measured parallel with the sidewalk, shall be five (5) feet with fifteen (15) inches on each side from the edge of the plate to the expansion material. `Metal Sidewalk Culvert' shall not include adjacent sidewalk beyond the five (5) feet structure dimension." The installation of the plate shall typically be aligned flush with the back of the existing sidewalk and shall be offset from the vertical plane of the flow line by a minimum of three (3) inches. Dimension variances of ® existing plates and offset from thi= 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) fe It when measured perpendicular to the sidewalk. Hollywood style curb and gutter, at 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 (July" shall be measured and paid per each based on 11.25 square feet (standard plate size) and shall be paid only when existing material cannot be salvaged, does not meet criteria, cannot be provided by the City, or as requested by the Engineer. "Material Only" shall be paid in addition to the "Metal Sidewalk Culvert - Salvaged Pate". The standard dimensions shall be two feet six inches (2.5' measured parallel with sidewalk) by four feet six inches (4.5' measured perpendicular to sidewalk), or 11.25 square feet. Actual dimensions may vary and shall be verified. "Metal Sidewalk Culvert - Additional 5/8" Plate" shall be measured and paid by the square foot, shall include the 5/8" thick plate and frame as desi hated in the drawings contained herein, and shall be the basis to increase or decrease payment when variances from the typical structure sizes are required. The cost per square foot shall be used to add or deduct from payment under "Additional Square Foot Plate". Payment shall be made in addition to "Metal Sidewalk Culvert — Material Only". "Concrete Sidewalk Culvert" shall be constructed per the standard detail contained herein (D-12) with the following modifications: The 95 bars shown in Detail D-12, section C-C, shall be extended to the end of the transitions on both sides ® 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 Project Specifications- Page 37 of57 REVISION OF SECTION 604 MANHOLES, INLETS, AND CULVERTS 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 one (I ) inch as directed by the Engineer. Expansion shall be measured and paid as "Expansion" by the lineal foot under Revision of Section 608 and 609, "Expansion". Sawcutting for items contained in this section shall be incidental to the work and shall not be measured and paid for separately. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 604.07 is revised to include the following: Payment shall be made under: Pav Item Unit 604.01 Type R Inlet -Remove & Replace (5' Opening, 5' Max depth, CDOT, M-604-12) Each 604.03 Type R Inlet - Reconstruct Inlet Deck (5' Opening, CDOT, M-604-12) Each 604.05 Type R Inlet -Material Only (CDOT, M-604-12) Each 604.06 Area Inlet - Remove & Replace (5' Max depth, Detail D-9A) Each 604.08 Area Inlet - Reconstruct Inlet Deck (4' Opening, Detail D-9A) Each 604.10 Area Inlet - Material Only (Detail D-9A) Each 604.11 Catch Basin - Remove & Replace (5' Max depth, Detail D-13B) Each 604.13 Catch Basin - Reconstruct Inlet Deck (Detail D-1313) Each 604.15 Catch Basin - Material Only (Detail D-13B) Each 604.16 Modified Type 13 Curb Inlet - Remove & Replace (5' Max depth, Detail D-13A) Each 604.18 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck (Detail D-13A) Each 604.20 Modified Type 13 Curb Inlet - Material Only (Detail D-13A) Each 604.21 Concrete Sidewalk Culvert - Remove & Replace (Details D-12, D-13) Each 604.22 Metal Sidewalk Culvert - Salvaged Material (Details D-10, D-1 1) Each 604.23 Metal Sidewalk Culvert -Material Only (Details D-10, D-11) Each 604.24 Metal Sidewalk Culvert - Additional 5/8" Plate (Details D-10, D-I 1) Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Inlets 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. Project Specifications- Page 38 of 57 REVISION OF SECTION 604 MANHOLES, INLETS, AND CULVERTS 0 END OF SECTION CJ Specifications- Page 39 of 57 REVISION OF SECTION 608 & 609 IRRIGATION SYSTEM Sections 608 and 609 - SIDEWALKS AND BIKEWAYS and CURB AND GUTTER - are to be deleted and replaced with the latest revision of the Larimer County Urban Area Street Standards, except as noted herein: DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, crosspans, pedestrian access ramps, and concrete pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans or established by the Engineer. MATERIALS The mix designs for all types of concrete to be utilized shall be determined by the Contractor, submitted to the Engineer two weeks prior to beginning work, and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85, Type 1, Type I/Il, or Type 111. The sulfate exposure for all concrete shall be Class 2 unless otherwise specified on the plans. Sulfate resistance requirements shall be followed as stated in 601.04 Sulfate Resistance in the 2017 Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction The air content shall be four (4) percent to eight (8) percent. "High Early" concrete shall he used for all concrete repair locations. "High Early" concrete shall have a specified required field 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 10.52 `Rigid Pavement Design' Section 22.4 Non -Structural Concrete and Section 22.5.5 `Portland Cement Concrete Pavement', in the "Larimer County Urban Area Street Standards for Street Construction". Water Reducing Agents shall conform to ASTM C 494-82. Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating agent. The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip and a copy of the batch weights shall accompany each concrete ticket. Concrete delivered without a load slip containing complete information as specified will be subject to rejection. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall conform to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be a minimum of 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 exposed concrete 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 high -back vertical curb and gutter will be replaced using the same con -figuration 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 Project Specifications- Page 40 of 57 REVISION OF SECTION 608 &i 609 MANHOLES, INLETS, AND CULVI the perimeter of the adjoining concrete All newly installed concrete shall be concrete section, only one stamp pe Contractor's name and year of installa Contractor's name and year of installal edge of the sidewalk, on the right-han( Engineer. The maximum spacing for transverse or as directed by the Engineer. All c thickness or as directed by the Engine hall not be matched unless directed by the Engineer. late stamped by the Contractor. If the installation is larger than one area of installation shall be required. The stamp shall include the on. The concrete shall be stamped at the appropriate curing time so the )n are clearly legible. Typically, the stamp shall be installed at the back side when viewing the installation from the street, or as directed by the in crosspans, concrete pavement,.and sidewalk shall be ten (10) feet e control joints shall be tooled to one quarter (1/4) of the concrete All construction joints for crosspans aid/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 aif 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 hours after placement and shall concrete. This item will not be mi The debris immediately adjacent to a following the placement of the cone. damage caused during the cleanup prc In locations where concrete pavemi (8) inches. Existing pavement shall enough to cut through the entire paN inch in ten (10) feet. All concrete p� in accordance with the detail for "( The cost for joint sealing shall be Replace." The top of the new pavement shall be concrete shall be consolidated with a i the ambient temperature is expected to fall to 31 °F or below within 36 in in place for a minimum period of 36 hours for 48-hour high early d or paid for separately under the terms of the contract. ;rete repair location shall be completely cleaned up on the work day If required, the concrete shall be protected as stated above. Any shall be the Contractor's responsibility. is replaced, the new pavement shall have a minimum thickness of eight saw cut to obtain a straight and neat edge for paving and shall be deep ent thickness. The subgrade plane shall not vary more than one half (1/2) nent joints shall be sealed with an approved concrete joint filler material, crete Pavement Joints" contained herein or as directed by the Engineer. uded in the contract unit price for "Concrete Pavement 9"- Remove & with the existing concrete pavement and the newly installed mical vibrator. All construction joints shall be tied and doweled except for expansion joints, joints along existing curb and gutter, and contraction joints, in accordance with the CDOT 412.1 detail for "Concrete Pavement Joints" contained herein. All retro-fit, remove and replace, new paving panels shall be connected to the adjacent existing pavement with 18-inch defor ned #5 epoxy coated tie bars drilled into the existing pavement as shown Section 3000, Detail M-412-1 of this document. Tie bar installation, materials and labor will be incidental to the work being performed. ® As directed by the engineer, traverse paving joints between contiguous panels shall have smooth, load transfer dowels per section DC on detail M-412-1. The holes may he drilled so the rebar fits snuggly or installed using an approved concrete adhesive. Dowd bars for adjacent panels shall be coated entirely with a bond breaking material approved by the Engineer. Load transfer dowels will be paid for under section 602 of this document Project Specifications- Page 41 of 57 REVISION OF SECTION 608 & 609 MANHOLES, INLETS, AND CULVERTS (bid line items 602.01 or 602.02). is 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. Restoration of landscape shall be in accordance with Revision of Section 107, "Safety and Protection and Restoration of Property and Landscape" found herein. The time frame for restoration shall be within two (2) working days from the time the concrete was placed forhackfill with topsoil and by no later than the end of the first working day 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 of 8-inch Pavement from the back of the curb to the apron legs (A and C) and from point of curvature to point of Curvature. The area of an Apron shall be calculated as follows (see diagram below): Project Specifications- Page 42 of 57 • REVISION OF SECTION 608 & 609 MANHOLES, INLETS, AND CULVER *C) - (rr (A-B) (C-D)/4)) i1 n-0. D J B ea Truncated Domes D 8 ssaessexs$asasa�'a A R C "Vertical Curb, Gutter, and 6" Sidewalk" shall be measured by the lineal foot and shall include 4 feet of sidewalk from back of the curb to the (back of sidewalk, if over this width of sidewalk shall be paid "under flat work four or six inch. See detail FC16bb2 in Section 3000 of this Document. "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 CIL" shall be measured by the square foot. The width shall be measured from the back of the curb to the top of the transition at the back of the ramp, and the length shall be measured at the midpoint from PT to PC. All Pedestrian Access Ramps shall use, details contained herein as guidance. All ramps will be field designed to meet ADA requirements and city objectives. Form work shall be approved by the engineering representative before concrete placement. Ramp items shall include all labor, materials (except truncated domes), equipment, incidentals, saw -cutting, removal, haul, disposal, and all work involved in the removal and replacement of pedestrian access ramps. "Add Domes to Existing Ramp" shall be measured by the square foot (SF). The length and width shall be measured as per the area removed from the existing ramp, as directed by the City Engineer. This area of new concrete shall have a minimum thickness of six (6) inches, and shall have 18-inch #5 dowel bars at 12 inches on center, or as directed by the Engineer. "Add Truncated Domes to Existing R. not be reconstructed and do not Curren by the square foot (SF) of truncate installation of the dome panels per the panels in either a two -foot by two-foo in this installation may include: cleat hardware, and any other specific instt shall be provided by the City of Fort C • Tufrile—www.tuftile.com • Armor -Tile - www.armor-tile.ci • An approved equal with similar Please view the websites listed above the supplied products mp — Dry Set Placement" is intended for use on existing ramps that will ly have truncated dome panels. This item shall be measured and paid for panels used and is intended to cover all costs associated with the nanufactures instructions. The City of Fort Collins will supply the dome (2' x 2') or a two -foot by four -foot (2' x 4') variety. The work included ng the existing surface, applying adhesive, impact drill, and installing fictions per the manufactures specifications. The truncated dome panels tllins from the following providers: installation processes as outlined above For specific manufacturing instructions and further information regarding Specifications- Page 43 of 57 REVISION OF SECTION 608 & 609 MANHOLES, INLETS, AND CULVERTS "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", "Pedestrian Access Ramp Highhack Curb", or "Add Domes to Existing Ramps". 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 b"e submitted to the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. There shall be no voids beneath the bottom of the dome panels and the concrete. "Colored Concrete San Diego Buff— Upcharge" shall include the additional cost for the color additive only and shall be measured and paid by the square foot in addition to the corresponding item installed (i.e., Flatwork 6", Splashblock 4"). "Alley Approach 8" shall be measured by the square foot from the lip of the gutter (if the gutter has been removed) to the back of the sidewalk and the width shall be measured at the midpoint. "Expansion" shall be measured and paid by the lineal foot. The thickness shall be one half (1/2) inch to three quarter (3/4) inch, and be installed every 500' in 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. "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. "6" Concrete Median Barrier Curb, Placed (Detail FC703 — Section B)". The Placement of the Concrete Median Curb shall be paid per item No. 60832 (Lineal Foot). The concrete median curb will be secured to the existing concrete pavement by using a #5 deformed steel bar, drilled 5 inches into the existing pavement, or as. directed by the Engineer. Dowel bars shall be a minimum of 8 inches in length and shall sit three inches above the top of the existing pavement. Dowel spacing shall be 2 to 6 feet, as directed by the Engineer. The newly placed curb :width shall match the existing curb section and the lines of the face of curb. See detail FC703-Section B in Section 3000 of this Document. Dowel bars installation will be paid separately under item 668:33 (per each). "6" Concrete Nledian Barrier Curb, Drilled (Detail FC703—Section C)". The 8 inch #5 deformed steel bar; Drilled and epoxied into the existing curb and pavement, shall be paid per item No. 608.33 (per each).. This work includes drilling a #5 deformed dowel bar a minimum of 8" in length thru the existing curb, and into the existing pavement, a minimum of 4 inches, leaving the top of the dowel 2" from the top of curb. The 2" gap between the top of the. curb and the bar will be filled with an approved two-part epoxy sealer. Bars will be set 2 to 6 Foot on center, as directed by the Engineer, and there shall be a minimum of two dowels installed per section of curb. 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. Project Specifications- Page 44 of 57 • REVISION OF SECTION 608 & 609 MANHOLES, INLETS, AND CULVI Subsection 608.06 shall be amended to it Payment shall be made under: Pay Item BASIS OF PAYMENT lude the following:. 608.01 Remove Concrete 608.02 Remove and Haul Fillet 608.03 Apron 8" - Remove & Replace 608.04 Crosspan 8" - Remove & Replace 608.05 Driveover Curb, Gutter, and 6" Sidewalk - Remove & Replace (Detail D-b) 608.06 Driveover Curb, Gutter, i o Sidewalk - Remove & Replace (Detail D-702) 608.07 Vertical Curb, Gutter, and 6" Sidewalk - Remove & Replace (Detail D-6) 608.08 Vertical Curb, Gutter, N (Sidewalk - Remove & Replace (Detail D-6) 608.09 Vertical Outfall Curb, Gutter - Remove & Replace (Detail D-703) 608.10 6" x 18" Barrier Curb - RLove & Replace (Detail D-703) 608.11 Hollywood Curb, Gutter, and 6" Sidewalk - Remove & Replace (Detail D-6) 608.12 Hollywood Curb, Gutter, No Sidewalk - Remove & Replace 608.13 Highback Curb, Gutter, No Sidewalk - Remove & Replace 608.14 Pedestrian Access Ramp Remove & Replace 608.15 Pedestrian Access Ramp lighback Curb —Remove & Replace 608.16 Truncated Dome Panel 608.17 Flatwork 4" - Remove & Replace 608.18 Flatwork 6" - Remove & Replace 608.19 Replace Flatwork — 1" Additional Depth 608.20 Colored Concrete 4" San Diego Buff— Up Charge 608.21 4' Valley Pan 6" — Remove & Replace 608.22 Concrete Pavement 8" -Remove & Replace 608.23 Alley Approach 8" - Remove & Replace 608.24 Expansion (1/2 to 3/4-inch thickness) Unit Square Foot Each Square Foot Square Foot Lineal Foot Lineal Foot Lineal Foot Lineal Foot Lineal Foot Lineal Foot Lineal Foot Lineal Foot Lineal Foot Square Foot Square Foot Square Foot Square Foot Square Foot Square Foot Square Foot Square Foot Square Foot Square Foot Lineal Foot Specifications- Page 45 of 57 ® IN WITNESS WHEREOF, this in. shall be deemed an original, this IN PRESENCE OF (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: IC 0 (Surety Se&IZ,'..���L•''9 "LIN018 �����• NOTE: Date 01�f86i1N}% % ust not be Partnership, all partners should exec lent is executed in three (3) counterparts, each one of which day of March, 2019. Other Partners By: By: Surety Contractors Bonding and Insurance Company Attorney tFact 1720 S. Bellaire.St.. #500, Denver, CO 80222 (Address) to date of Agreement. If CONTRACTOR is Bond. REVISION OF SECTION 608 & 609 MANHOLES, INLETS, AND CULVERTS 6.08.25 Splashblock 4" - Remove & Replace Square Foot Is 608.26 Exposed Aggregate 4" - Up Charge Square Foot 668.28 Haul & Dispose Concrete with Wire/Rebar Ton 608.30 Add Domes to Existing Ramp - Remove and Replace Square Foot 608.31 Add Truncated Domes to Existing Ramp - Dry Set Placement Square Foot 60832 6" Concrete Median Barrier Curb, Placed (Detail FC703 - Section B) Lineal Foot 608.33 6" Concrete Median Barrier Curb, Drilled (Detail FC703 -Section C) Each 608.34 Concrete Pavement Joint Sealing 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 is Project Specifications -Page 46 of 57 �i 40 11 REVISION OF SECTION 623 IRRIGATION SYSTEM Section 623 — IRRIGATION SYSTEM - i� hereby revised as follows: DESCRIPTION Subsection 623.01 is revised to include the following"; This work shall consist of furnishing and installing irrigation sleeves beneath the new concrete, or for sleeves placed in concrete for the installation of road signs, as directed by the Engineer. MATERIALS Subsection 623.02 is revised to include the following: The irrigation sleeve shall be three (3) i ch or four (4) inch diameter PVC pipe, schedule 40. CONSTRUCTION REQUIREMENTS Subsection 623.14 is revised to include the following: The irrigation sleeve shall be installed tc 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, and painted blue. The stake shall be installed at a height that will not create a pedestrian ol- maintenance hazard as approved by the Engineer. OF MEASUREMENT Subsection 623.32 is revised to include the following: "Irrigation Sleeve" shall be paid for by the lineal foot complete -in -place. BASIS OF PAYMENT Subsection 623.33 is revised to include the following: Payment shall be made under: Pay item 623.01 Irrigation Sleeve — 623.02 Irrigation Sleeve — Four The above prices and payments shz equipment, and incidentals, and for d irrigation sleeve, including excavatior plans, as specified in these specificatio inch PVC inch PVC Unit Lineal Foot Lineal Foot include full compensation for furnishing all labor, materials, tools, ing all the work involved in installing the three (3") and four (4) inch installation, compaction of backfill, haul and disposal, as shown on the s, and as directed by the Engineer. END OF SECTION Page 47 of 57 REVISION OF SECTION 627 IRRIGATION SYSTEM Section 627 — PAVEMENT MARKINGS - is revised to include as follows: DESCRIPTION This work shall consist of furnishing and maintaining traffic control devices in place of permanent striping once removed 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 is revised to include the following. Permanent pavement markings shall be installed by the City of Fort Collins. The Contractor shall be required to supply and maintain traffic control devices in areas where permanent striping has been removed by the Contractor to perform the work until the City of Fort Collins Traffic Department is able to perform permanent striping. BASIS OF PAYMENT Subsection 627.13 shall be amended to include the following: All costs for maintaining traffic control devices until the City of Fort Collins can perform striping shall be incidental to the work. END OF SECTION Project Specifications- Page 48 of 57 • U REVISION OF SECTION 630 PAVEMENT MARKINGS Section 630 — Subsection 630.01 shall be amended to ZONE TRAFFIC CONTROL - is hereby revised as follows: DESCRIPTION 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 — Signs and Barricades - is revised 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 HIndbook 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 to motorists and bicyclists traveling the sign may present. Subsection 630.10—Transportation CONTRACTOR RESPONSI The Contractor shall be responsible and bicycles. The City of Fort Collins shall not be or -for any damages to public or pri) public property which is damaged t responsibility of the Contractor. The Contractor may be required to Arterial and Collector streets as re required, the Engineer will issue message verbiage. The typical quantity of Variable M� streets, none on Residential streets, b shall be placed a minimum of 5 wo, Collector streets are authorized, Vari Lane closures on Arterial and Colle, after starting work. Fully automates during the afore mentioned durations :s must have the back sign face covered when in use to avoid confusion the opposite direction and residents potentially affected by information ION REQUIREMENTS Plan - is revised to include the following: ensuring safe passage through the work zone for vehicles, pedestrians, sponsible for any loss or damage to equipment due to theft or vandalism e property caused by the Contractor's construction activities. Private or the Contractors' installation, equipment, or employees will be the sole Variable Message Boards to advise road users about upcoming work on ;d by Traffic Operations through the approved traffic control plan. When -lion for the number of boards, general locations for placement, and sage Boards shall be: Six (6) on Arterial streets, four (4) on Collector may be modified as directed by the Engineer. Variable Message Boards ing days prior to the project start date. If full closures on Arterial and )le Message Boards shall remain in place until completion of the project. w streets shall require message boards to remain in place for two days Variable Message Boards shall be installed and operate continuously n Arterial and Collector streets. Specifications- Page 49 of 57 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Two-way traffic shall be maintained at all times unless approved by the Engineer. Lane width shall be maintained at a minimum of ten (10) feet between traffic control devices. 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 plans shall NOT be accepted Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative, Traffic Control Supervisor or the Traffic Control Supervisor Representative and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete placement, etc.), dates and times of the work, and parking and access restrictions that will apply. Sample not 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:fcRov.com/streets". Only approved notifications shall be distributed a minimum of 48 hours prior to the commencement of each phase of the Work. Traffic Control Plans shall be submitted for approval prior to commencement of all work. Traffic control conditions vary significantly in the field and the Contractor is responsible for submitting traffic control plans for each work location. Minimum traffic control requirements for Arterial, Collector; and Residential streets are contained herein. Plans shall be specific to the project area showing street names, existing signing and striping conditions at intersections and the location for proposed devices. Devices temporarily not in use shall be removed from the area. Moving shall include devices removed from the project and later returned to use. Devices may be temporarily placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists, and vehicles, as approved by the Engineer. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). In the event there is a safety issue, the Engineer may issue a "Stop Work Order" until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associated with the "Stop Work Order". Approved traffic control plans shall be available on site at all times for review and inspection. See Revision of Section 104. TRAFFIC CONTROL PLAN - PROJECT Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted along with the City of Fort Collins Traffic Approval Forms. Traffic control plans shall be prepared by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite Traffic Control Supervisor certified by the Colorado 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- Page 50 of 57 REVISION OF SECTION 630 I CONSTRUCTION ZONE TRAFFIC CO TROL ® Submittals for full closures on Art¢nal 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. I 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 fora crosspan repair) a separate submittal from the Area Traffic Control Plan shall be provided. The Traffic Control Plan shall include, as a minimum, the following: 1. A traffic control "Approval Fbrm" 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 11, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panels. Certain • traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. 4. Number of flaggers to be used and flagger locations. Flagger locations shall be located where approaching motorists, bicyclists, and pedestrians have sufficient distance to safely stop at the specified point. 5. Parking and access restrictions to be in effect. 6. Detailed pedestrian and bicycle movement. 7. All applicable notes (i.e., sign $pacing, taper length and posted speed limit, pedestrian routes, etc.) Approval of the proposed method of assigned under this contract. traffic does not relieve the Contractor of liability specifically Specifications Page 51 of 57 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL C FIGURE 630-1 TYPICAL ARTERIAL TRAFFIC CONTROL PLAN OWNER. CONTRACTOR TRAFFIC CONTROL COMPANY CANTACT NAME - - DATE PHONE# TCS CER7 # SHEET # DEVICE TABULATION 2 - ROAD WORK AHEAD 2- LEFT LANE :CLOSED AHEAD 2,- TRANSITION(L) 40 - 2V TRAFFIC CONES TYPICAL LEFT LANE NOT DRAWN TO SCALE C� 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 Lender "Variable Message Board". Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under "Advance Warning Arrow Board". 11 Project Specifications- Page 52 of 57 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC ® FIGURE 630-2 TYPI CAL COLLECTOR TRAFFIC CONTROL PLAN OWNER CONTRACTOR TRAFFIC CONTROL COMPANY CANTACT NAME DATE. PHONE# TCS CERT# .:SHEET# EVICE TABULATION 2 - ROAD WORK AHEAD 2. ONE LANE ROAD AHEAD 2-FLAGGER AHEAD 20-29"TRAMC CONES COLLECTOR STREETS - Shall in( cross traffic, and as required for the required by the specifications. Flagging Approved Variable Message Boards paid for separately under "Variable 1 Advance Warning Arrow Boards "Advance Warning Arrow Board". • NOT DRAWN TO SCALE flagging personnel required for the road classification, control of actor's daily work activities in addition to the minimum signage be paid separately under "Flagging". be required for collector streets and shall be shown on the plans and ze Board". be requested by the Engineer and shall be paid for separately under Specifications- Page 53 of 57 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL FIGURE 630-3 TYPICAL RESIDENTIAL TRAFFIC CONTROL PLAN is COMPANY CANTAOT NAME DATE PHONE# TCS:CERT# SHEET# OWNER CONTRACTOR TRAFFIC CONTROL NOT DRAWN TO SCALE it o _Kt �•��.r yam. 2 - ROAD WORK AHEAD 2 - ONE LANE ROAD AHEAD 2•FLAGGER AHEAD 20 - 28'TRAFFIC CONES RESIDENTIAL STREETS -Shall include flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor's daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under "Flagging". Variable Message Boards are typically not required for residential streets. TRAFFIC CONTROL MANAGEMENT Subsection 630.11 shall be amended to include the following: The Contractor shall designate an individual, other than the Superintendent, to be the Traffic Control Supervisor. Traffic Control Management shall be performed by a "traffic Control Supervisor (TICS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or a current Colorado Contractor's Association (CCA) certification as a 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 54 of 57 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL ® traffic control for street and highway cNinstruction, available on site at all times. The TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of five (5) working days prior to commencement of the work. The TCS shall be required to be on site at all ti ies 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 bei 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 provid4d to the Engineer. Outside of construction hours, the response time from the Engineers' contact shall be 30 minutes or less and correction of the issue(s) shall be one (1) hour or less. If, in the opinion of the Engineer, a ly traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual.. TCS duties shall include, but are not limited to 1. Supervise and direct project flaggers. 2. Prepare, revise, and submit Traffic Control Plans as required. 3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 4. Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. 5. Notify residents and businesses at least 48 hours prior to construction. a. Notifications may be accomplished by a representative of the TCS such as a flagger and shall be hand typed and hand delivered to all businesses and residents. 6. Inspect traffic control devices ® on a calendar day basis for the duration of the project to ensure devices are functioning properly and are clean and legible and Vertical Panels are placed properly to direct traffic in the right direction 7. Oversee all requirements covered safety, and orderly movement by the plans and specifications which contribute to the convenience, 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 oftraffc 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 Iocation. 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. OF MEASUREMENT Subsection 630.17 is revised to include the following: "Traffic Control" shall be paid based on the cost of the total actual work performed during the pay period (bid line items 202.01 — 623.02) using the traffic control cost percentage in Pay Item 630.20. ® The total cost of the work for the pay period shall be multiplied by the established percentage and shall be added to the payapplication. This percentage of total work performed shall include all traffic control equipment, Traffic. Confrol Supervisor (TCS), and all other incidentals to the work excluding Variable Message Boards (VMil), F7aggers, and Advanced Warning Arrow Boards; these items will Project Specifications- Page 55 of57 0 0 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL be paid for separately. 40 Items such as traffic control submittals, sand bags, sign stands, fencing, lighting, electricity, fuel, and caution tape shall not be measured and paid for separately and shall be considered a subsidiary obligation in conjunction with traffic control items. Business signs, Neighborhood Traffic Only signs and Detour Placard street names are not considered Specialty Signs and shall not be measured or paid for separately but shall be included in the percentage cost for the month. "Variable Message Board" shall be measured and paid per each per day in addition to the monthly percentage. "Flagging" shall be measured and paid per hour in addition to the monthly percentage and shall be provided based on the Contractors daily work activities, number/location of intersections, or as directed by the Engineer, and shall include all related equipment and incidentals (i.e., Stop/Slow paddles, communication devices if required, personal protective equipment). Hours of non -flagging work in excess of those authorized shall not be measured and paid for separately but shall be at the Contractors expense including personnel break times, and stand by time. Flaggers shall be provided with hand signs such as Stop/Slow paddles and electronic communication devices when required and follow the current MUTCD standards. Flagger equipment and devices shall not be measured and paid for separately. "Advance Warning Arrow Board" shall be paid per each per day in addition to the monthly percentage. All costs associated with Traffic Control Plan review shall not be measured or paid for separately, but shall be considered incidental to the Work including re -submittal fees. The City may deduct from compensation due the Contractor $10.00 per day for each traffic control device not removed from the site immediately upon completion of the work or as directed by the Engineer. The Contractor may provide larger construction traffic signs than those typically used in accordance with the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD as approved by the Engineer, however, no payment shall be made for the additional panel size. The City of Fort Collins "Standard Master Street Plan Map" depicting the street classifications (Arterial, Collector, and Residential) can be found at the following link: littp:Hcitvdocs. fcgov.com/?dt=Master-I-Street-i-P I an -FM ap& do=G I Sd-M A PS&vid= l 92&cmd=showdt BASIS OF PAYMENT Subsection 630.18 is revised to include the following: Payment shall be made under: Pay Item Unit 630.20 Traffic Control Percentage 630.30 Variable Message Board Per Each/Per Day 630.40 Flagging Hour 630.50 Advance Warning Arrow Board Per Each/Per Day The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in setup/removal/modification, notifications and delivery for Construction Zone Traffic Control as directed by the Engineer. Project Specifications -Page 56 of 57 • REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC SPECIAL CONDITIONS NOTE: cross street traffic shall be WORK ON ARTERIALS AND COLLECTORS 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 riot be permitted at or in the vicinity of a signalized intersection or any arterial and collector streets that hve major traffic volumes between the hours of 7:00 a.m. to 8:30 a.rit 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 14 & 17 (College Avenue and Mulberry Street east of Lemay Avenue) shall typically be restricted from 9:00 a.m to 3:00 p.m. NOTE: construction hours, except for et Friday excluding holidays, unless Special NOTE: full closures on all residential shall be limited to 7:00 a.m. to 6:00 p.m., Monday through authorized in writing by the engineer. for work on residential streets shall be allowed as shown on the traffic control plans. END OF SECTION Specifications- Page 57 of 57 SECTION 03000 DETAILS Curb and Gutter 701 Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details b-6 Median (Island Curbs) FC703 Standard Driveway Approach (1) FC706. 1&3 Standard Driveway Approach (III & IV) FC707.1-2 Street Intersection Crosspan 768 Metal Sidewalk Culvert for Vert. Curb & Gutter and Sidewalk D-10 Metal Culvert for Drive -Over Curb, Gutter, and Sidewalk D-11 Curb Inlet Type R M-604-12 (Sheet No. 1 - 2) Concrete Sidewalk Culvert D-12,13 Area Inlet D-9A Modified Type 13 Inlet 13-A Catch Basin 13-B Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail FC1602 Access Ramp Details FC1603 Pedestrian Ramp Detail FC1606 Truncated Dome Warning for Access Ramps 1607 Concrete Pavement Joints M-412-1 ( Sheet No. 1 - 5) 2'-6" 6" 1 1/2"R. 4 1/2" N 2"R a" (0 Gutter edge may be ,. tapered or battered. (Typical for all Curb & �p . • • a n • r & Gutter Types) a• C° VERTICAL 2• 'R D.5•' � ._ 3 • _. t. .' is .. �� •♦. •'. '• 4 .�.�'•d ROLL-OVER (LOVE LAND) CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION N0: 1 DRAPING URBAN AREA DRAWINGSSTREET STANDARDS DATE: 03/01/02 701 w E'9 wo MLL IL 0 m fr w E > 0 w C, cl)-t'liza Vl) PF a r"! E cf) w w .9L H LL cc w > 0 w > CURB AND GUTTER/SI.DEWALK LARIMER COUNTY CONSTRUCTION DRAWINGS DATE: - I REVISION NO: I DRAWING AREA URBAN STREET STANDARDS 03/01/021 7=0 2 ® - UY1TS OF C do 9 14 IN.--+1 171 "" _" - _. _ _ - - 3 FT: 9 W. - (1:17 FT.) �c 1 \ (1.42 FT.) (3:75 FT.) n \ FLOW UNE e h 6 W. 0 8 W. ' ^ . Iw V DRIVE —OVER CURB, GUTTER AND SIDEWALK 2- FT 6 IN. - - - 1. - - --. WHERE WALK ADMiNS A CURIL ' BE g W— CONSTRUCTED 1/4 INCH .THE CURB.. 1 4 1/2 IN. SL AU< 7D CURB - 1 1/2 4 IN. TO 1/2 IN. PER FT. 21N. 1 1/2 IN. I ---- •.F .., 4 IN. -}{- 2 IN. R IN...i D y.' ,. a. ",' - 12 IN. 4 FT. MIN. VERTICAL ¢ IN CURB,, GUTTER AND SIDEWALK .5URFACE _ 1/6 IN. R. - _-.- ... _ _. .-. _ 4.43 FL 3/4 IN. MIN. 1,111 FT." - 56 FT ...2.57 FT. - .09 FT. 10 D DUMMY JOINT" EA FOR WALKS y COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE — FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS CITY OF FORT COLLINS STORMWATER APPROVED DETAIL. UTILITIES CONSTRUCTION DETAILS DRAWN, BY: N/BJ 1-1/2' 4-1/2' 1 1/2'R. 1-1 /2" TO 2" R. VERTICAL OUTFALL CURB & GUTTER (SECTION A, AS PER BID ITEM 608.09) 6' 1 /8" TO 1 /4"R.\ 1/2' 2' a - • 4 3' 8" - #5 Non Coated REBAR 'CONCRETE _ MEDIAN BARRIER CURB, -PLACED (SECTION B, AS PER BID ITEM 608.32) 6° DWAY MENT BARRIER CURB - 6" X 181, (CDOT TYPE 2 SECTION B M-609-1 CURB W/8^ REVEAL) 6" MOUNTABLE CURB (SECTION D, AS PER BID ITEM 608.10) (SECTION E) Notes: a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pa .• 2" Sealed Hole ,I .1 •I H 8'-•#5Drilled Non Coated REBAR 6" CONCRETE MEDIAN BARRIER CURB, DRILLED (SECTION C, AS PER BID ITEM 608.33) 6" 6" MEDIAN (ISLAND CURBS) Fort Collins Revision of CONSTRUCTION REVISION N0: DRAWING LARIMER COUNTY URBAN DRAWINGS AREA STREET STANDARDS DATE: 10/24/18 FC703 r �J W �9ht Fof Way ed •.ee W i W W QeGtached W W \\ +• r. .r. X.�C PERSPECTIVE X = Curb Transition Length Y = Parkway Width Varies W = Driveway Width, See Standard Drawing Series 707 T = Concrete Thickness - 6" Residential, 8" Commercial Refer to Chapter 25 for minimum removal dimensions. W = Width Ramp if necessary A I Ramp if necessary ROW e •' ' I r.: e . � � r,. • .ems a .'°' .4 a a • el N s o, Le. .. _ .:.. . ° :I 12 (Max.).. I i o o. I 1.12 •—� v �,....� I: Detached �.. a Sidewalk Varies " T '- I` ' Varies �" e. a • ' ° - Ram Len th W � W e • .'. °. • • I p g �.e Ramp Length • _ _�____ e a . l W ( I y WI } Jr y Y I N I W W W W I cu C' y y y I I y y y W T r Back of curb • i Lip See note 3 I A See Note 3 See Note 2 x=2' (min.) Driveway Width x=2' (min.) See Note 2 Varies NOTE: " Ramp length not to exceed 15'-0", slope must be uniform. 1 " - 2"; Unless 1. Concrete driveway must be �I Otherwise provided to the property line. J Directed 2. 0" Curb Height, See Section A -A a �� 3. Standard Curb and Gutter a Walk Y 1 '' Section, See Standard Drawing 701 1:50 (max.) 1:12 (Max,) "' ' �.'' • ,°- 1/4" per ft.� 1"per ft. " I I L Expansion Joint if drive SECTION A -A T iv continues as concrete N.T.S. NOT TO SCALE ® STANDARD DRIVEWAY APPROACH DETACHED WALK (Type I) Fort Collins Revision of REVISION NO: 1 DRAWING LARIMER COUNTY URBAN CONSTRUCTION AREA STREET STANDARDS DRAWINGS DATE: 10/18/18 FC706.1 � \ \ co � | | §| ( $ M 2 k k1 b ( . ■ . <e | § | _| @ [ ! .04 §f .«f ^in .§S, w I2 k$-- «- » -. E� �� f,m^�$$ f § �\ ` 7 % 9z ED <: \ q U) ^= -LLJ 1r4m ¥uicd O « §\ \ « / #z 3 v ■z77- §} : E §j §uj . @ w§ . - - - � f� • 2 @ # e Z g » « | > k \ O i �, � / w - • � � � G o w n >• 2 S k E c | _ _. ®Z. z 1co 7 � kk T', -- WI-- ---�� DRIVE, Y TTHA BYPASS S DE«iL'(TYPk r HBASS .....--- . � ..� . . .. C #mB a6W6o 2 . " ' :REkko77o:_ 2 RAWINpG ._. ....CONS9mN.. D# AIMEa c09§Ttƒ8\. - -- R 1 S R E ST gAD � � / 0 8 4 FC706 3 � � 0 • LJ L N C 3 N ❑U) N 0 4 See Note 8 30 I c oN I CD ` �ro I a I Cw 0 I � I 1 /4" per ft. I 1 " per ft. 1:50 1:12 Q (0 (max.) I c Za) —� m. r) + m 2 Z O _� _ ro �ro 1 �1a) r 'n; �)1 E , ro LL STANDARD DRIVEWAY Fort Collins Revision of LARIMER COUNTY URBAN ,AREA STREET STANDAM w a Q 7 Q w 0 ro _N r N M M M p r N N Nt z3 N > > > _ `O aw = o 0 O = 0 0 a F E LL a) LZLJ LL LL w en ❑ a E 'O q o c c� W c U Q 0 L O W M co fM O � > 3 'o m S > (o c M- C O. c N co ca x 0 U) O) a) c 3 ca e y o m-0 M ro c O c: O c c ca a) a) E a) Ee m ro o`) 'ca ac a rn aa)) E o 2 `O) m Z a) -0 0 m N p N F- m ❑ o a)-9mro r c-0 cc) P C o� m N w p.c9 n cr-ca (ro r a) y ro 0 0 C ❑ E � _2 O N O. Q ro0 N N D r ca o c m- cn m 41 c 9 c Q c6 a) CDU y ) .0 Q a) ro — O 3 a aO flU) E. U) y O row y ro E 6) O Z w C a) 9 N O E D a) lC) O Z W Q E rD Jc = O w C a) ro o I m O E � ro N a) a) Q O O C �O O WN 8T O O. C (n d� Npp9.a) ca E ro N rC r 016 C T= a) 'c U) ca O a) V N Q) a) mc705 ro ma > c-o `o) pLpNc �mCDrocroi�°Ya) a)O N U7 N O- ` E O O w n a L O D p ° 9 S coQ- 0-cu E c c6Uma)�a)a)Zc 20 N22 2 019 2 C 0 ro0 Y m ro p w c c w�c�U�a)ma)�0 ca �roQcnoQ.5❑❑ c E 03 Zrc\co4ui co r-�co NOT TO SCALE (HIGH VOLUME DRIVE TYPE III) NSTRUCTION REVISION NO: 1 DRAWING DRAWINGS DATE: 10/24/18 FC707.1 C KNOW ALL MEN BY THESE Lightfeld Enterprises Inc. 2600 Midpoint Drive, Fort Collins, (an Individual), (a Partnership), (a SECTION 00615 PAYMENT BOND VTS: that 80525 Bond No. RCB0007577 ration), hereinafter referred to as the "Principal' and (Firm) Contractors Bonding and Insurance Company (Address) PO Box 3967, Peoria, IL 61612-3967 hereinafter referred to as "the sum of the payment of which sum well and jointly and severally, firmly by these , are held and firmly bound unto the City of Fort Collins. 300 )522 a (Municipal Corporation) hereinafter referred to as"the ($1,993.446.25) in lawful money of the United States, for to be made, we bind ourselves, successors and assigns, THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER) dated the 14th day of March, 2019, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 8469 NOW, THEREFORE, if the Principal corporations furnishing materials for in such Agreement and any authorize for materials, lubricants, repairs on r connection with the construction of s labor, performed in such Work whetl void; otherwise to remain in full fora ;hall make payment to all persons, firms, subcontractors, and r performing labor in the prosecution of the Work provided for i extension or modification thereof, including all amounts due achinery, equipment and tools, consumed, rented or used in ch Work, and all insurance premiums on said Work, and for all �r by subcontractor or otherwise, then this obligation shall be 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 thereby 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. a) a (D — L CO C ro O 0 O c Uy! L T 6 @ O O o 2L a U 0 ai O C O a 3. Y O .O m O).0 C ro Y ` co a 3m -- 19 m m a°)i o C7 � `0 io cr- a a E '- ¢ cn in = .ca = y co m a N a�i ro ro z ir O a) 0 m o ro o x Z `F N N ca 3 ro M ^� Q CO aa) (� > a C C N 0 UJ ro 0) E 3 E o o a -0 - I T CC ° m '� m = m D r 0) z 6 O z I a) a) k Q a) I rn Q m Y 1 /4° per ft. 11° per ft. I 0 1� 1� > � (max.) ro m I I I d W O 0 .o c I 6' (min.) v Q a iv 3 ro r- c c > p ° v 0i x cc 0) 3 �ro I Q % ,' T 3 L a)'0 `oo- m a Yco c I I I O c CO a O U I `0 — I Q .O E V' 0 U 0 a) Q (nn CO o � N- 'c c CO ee°ese eO I .-. co (n cn 7 ro C a) a c: (a y 0 E a) 5 a U z - N a N 7 O¢ N O. U .N O Q E N L N 'C_. ro r W O O O C N C C O `a I om�°QaE oaNi ooc° LL m Ec o av 0 >>cnc a0 ,M>ani m ro m o a o Y .NO 0 c w 0 w C N fn O) C C a 0 @ a) ro (n o m C> C E 01 Y ro a) a� Walk w w o��caai-00� can>>)��moro 0 Wa)asc ,00 0 o- 0- Off' a) E N ` 7 � a) L O@ _O N 10 c0 O O W_3_roU_U� O� O N N a) 0 U O ��amuw yIT� ob<U) Q¢a E00 cot Zo zr,cmm4 0 6 r 00 NOT TO SCALE � e �o � p z3 r N N N O wa ` O O `o a Z W a � STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES IV) Fort Collins Revision of CONSTRUCTION REVISION NO: 1 DRAPING LARIMER COUNTY URBAN DRAWINGS DATE: 10/24/18 FC707.2 EA STREET STANDARDS u 10 0 C !z 2 2C.4 -0 C-4 N, V CL yk 0 cn V) o CIX < 0 L) LLJ cr u L) LLJ C) L)0 L) < L) L3j 0 L) LLS LLJ 0 U- -j 'o < (L z ME 09 M DzFs= z V) V5 z wo LLJ in Lij w (x ui LLJ V) w z cof0a vc. cr C3 Efi LLI Lo uj < w- <, Ld C<L .4 0 00 STREET INTERSECTION CROSSPAN I , .- - CONSTRUCTION RlEVI-S.I0NNoL: _2 STREET STANDARDS J DRAWINGS DATE: 0 - 4/0 1 1 /07 DRAWING 708 WE sFT •11 It •tt it x X x SEE DETAIL 'A' It x x x x % x II It. PLACE FIRST SCREW x It 6 IN. FRONT EDGE x z x OF TE A PLAN VIEW 4 FT. 6 IN. nM-111) 5/8-IN. X 2 FT. 6 RAISED PATTEREN STEEL PLATE (AAS PLATE TO MATCH 1/2 W. I FLONUNE (AS SHOWN ON PLAN r L 6T 61IN. SECTION A —A 2 FT. 0 W. L��•J 3 1N. - _ n •. 4 5 6 1N. 1/41N. r • (44 IIN. n 4 a; IN, um. sL L � � 7 1 / 2' IN. 2:1 SLOPE 3 FT. 0 IN. 11 SLOPE 5. FT. 6 IN. .. SECTION B-B 3/e Ix.,, _ .3 IN. BRASS SCREW-1a tN. ac " TAN®� ....---- W/ d tElt97NK H_�AO -FLUSH ` 3.2c3/8 IN.. - 1L4"W1w OALVAH m ANOLB " . c a s NO. 3.ROAR ANCHOR-18 R. 0A DETAIL 'A' REV. DATE 12/1In3 METAL -- SIDEWALK CULVERT FOR VERT. CURB & GUTTER AND SIDEWALK CITY'OP i POKr s STORMWATER PROVED DETAIL CONSTRUCTION DETAILS rDAT:F i2i2jooCD D-1Q AwN BY: N9J elS/8 IN. X T FT. 6 lN. % .4 FT. 0 IN. RIASED.PAT EN NON—SKID GALV. STEEL PLATE (AASNTO M-111)� NOTE: FLOW .INTO STREET II K x a if "xxq ,If x x .. VtFqF ff(Yw SEE DETAIL •A' . r� X x x x x 11 B B A PLAN VIEW TE TO MATCH 14 IN. f 14 IN. 4 FT. 0 IN, 2 FT. 0 IN. 1/2 IN.,. 1/2 IN. FLOWUNE (AS SHOWN ON PLANSI ' 7— / 6 IN, 6 IN ' SECTI❑N A —A �Avlx aT 3 IN. 2 FT, 0 IN. _ IN. y • �• `" .. y 2 7 B IN, 1/41N. a �4 IN. n ^ • n •6IN. ' 5 3/4 IN 2:1 SLOPE I 3. FT 0 IN. ^I. 2:1 SLOPE 4-FT. 11 IN. _ SECTI❑N--B-B 5/6IN. s/B.er_ BRASS srnEw-+6 Ii. as ._ PLAT�� W/ CMMIFRSUNK HEAD FLUSN W/PU1iE GENERAL NOTESI 3:2x3/81N. AN= IZED 1. WHEN THE CURB IS SEPERATED FROM THE SIDEWALK _ THE STEEL PLATE SHALL BE PLACED ON THE a • + ,.. SIDEWALK AND THE CONCRETE CHANNEL(VATH 6 IN, Na 3 REBAA THICK WALL ON EACH SIDE) CONTINUED INTO THE ANpiDR—fe N, or- ' CURB AND CUTTER. DETAIL 'A' REVDATE 12/11/13 METAL CULVERT FOR DRIVE —OVER CURB, GUTTER AND SIDEWALK GUY OF STORMWATER APPtzovF° - +�.►�6VI�I� FDuT� c s DETAIL - mrrms Ym ccuam co. NSTRUCTION DETAILS GATE 12/180 D=11(g") OWN BY: NBJ __-- F.• IPy IN• MET GENERAL NOTES• B 5/'— L•IttV l•IS'if C • rW LCIXTH MIR Fr RR MIT. MIX MRICR SEE y¢ET R. Iq IRS , YNII[XMkC .I^IS¢ At wIH EMS WITH CURB rNE ♦S'rRnKn10N •. IRS µ .'>RETWOR KIT, R RINL NA CW[fl. A cur R[IMOICCI,CY1 LERUK AM 14Y. r rl(H AttiE R Aj MET IS YSRI WIIH L 64 +S1At1R OYH AI On". MaMRM Eas NU Iq 6 OSEr 4aF MAtIM wIlO.3 f1.1PNinR REMMAR C S .a5 3 RM M R a C aEW IRA•3It°C c"v`_LLRE MR. FRU CWL a °-0� RYC1Y INEI • ]• MR. FC Er rSI M MS NA MIIR. YPMINL[ _ MIT _ LYAO Nn RnIIP . _ ___ . ___ 1 _ - 1 _._.�""� ..:r-:.:...r ♦. _ TRANSITION CURB T MR. K°[P s y14 J nN (nMI® ME, w1R WRi ♦- TO A 11 Pµ YOK 1' P[P Ft. • RE M. OIAIL9 OIZCIQIX & S•RILET a ILIN A ". Y[ [xNHI uYOJt pl s]&[I ]. {--xT 1.1 MET PAT LEMI31� RRAKIIIq 1.1IIIg1 {�,I� OC1, I/ Y0.['12 Rwll[P wrt[q B I PLAN VIEW was '/i -1 r FI• 11 P' r �_ I ♦I IP'IRNC 1'/�:R 'Iq a Y.[. ql 11 — _ FpLUgSpx EbJr� CL 3Y 1' ♦4RPE-1'/Fi, M a, all gma CMS IT 0.Eµ YNP6E. JR] L q �w91� 3 V 3 M 3-YC. IIBI a 1 1 waPYC ♦ /— L T 1 -..: °• ° a' v=m r aR.aG .m qIl14l o l Iq I r �... PIfILn'OFOR ALL wl S 10 q 3' MIT,- 0, R. =''Bc wlJ•ttR—'wloml x4• ]:I IY,'PPC SYARR TV &C. l=4 l Alx 1 Nw rR L¢.r at e uu. 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I AM M`WR SHiL Ir 0SotD SECTION A -A INLET _WITH DROP BOX N H>5 FT II nc. _ _ SECTIONS A-C & D-0 Iwnm Pws u+F m s[allx Pol _ Computer File' Information Sheet Revisions Colorado Deportment o' Transportation �T�]T] �T �)� STANDARD PLAN NO. G=eRnn aC1= sat.: 0 lml s: LO R.I. Cammenle I]YI [ 1 NManaa �V=noe CURB INLET TYPE rE LCRL Yozlrov- DR:.. o>/aanz lam: LTA I,-y� D7 B c em 9093 M-604-12 ru1YeA....WcrvEOEolAfa/eusine::/ .mmparL l� VIwm: E3RJ) .s]-u0RJ B.m.Rp na xc,m: w.D:xD:O x.eRn (]�dl rue (m31 xs]-Sam . cro v.r.: Re.dmRon w sra: lal w xNe uo- mAm (� Project Development Branch DD/LTA 1a,..Y BY: v,oi==I D=.noPm=nl °:o.cn �IJ <, zalz Sheet No. 1 If 11 IMMOM ®�RIIiiYIYtiWAf1YdW'W idinE♦'YIEIBW,ILI'(i®YiYiOi® boa®IO�I0�0�10 ��aII'7 moI®0101�IE1♦�Is��a�l1•I�. 0ot001O�10f�0�lat�Of1�'7'. I®0®I®I��I��I�I®IIVIII®l1�ia ®0�01��1���t•10�i�� '.DO©A701©�lO�OmiO���� L ���If1�Citl�CFL�IOIt�Am'.SGIO R IMPOL, PETER To LOU 1XIl I -------------------J I I OL UPSLIX II. It W Dam EYE (Peed, LAM,) QL)0.AR ECTS MW BOA DA 15 TABLE ONE I BAR LIST FOR. CURB INLETS. TYPE "RH 191..4 x �flal® f •. J L Q• 9r�1. ii ..•c .`l Y-l�i• - PLAN VIEW vY• rr i ELEVATION VIEW MANHOLE COVER (TYP.) GENERAL NDTES 1. POCIICTE MALL K ML S$ B. edLT DAY OC C16-IIIYLM2 We PRECAST. 2. CONNETE UNITS Mat. 6C FWiO ON WIN WE5 We MALL K 6 IN THIN. J, RAEU STEPS MVLt WE M o"I'Ma M'"I ALSNIo A M {. =0 EAE ASMETALY M MA` GC C VNII)Efl AFTER .'Tom. 5. TOM CONCRETE CFFHAS.M4J HECNA"Ese Y W.CW6 MD MIER COWM1IS MILE OTC FIHI92D To WATCH THE Ln5)IAY: MAR MI MITER BEYOND III TRANSITION WTI TO 6. PLIIIIINCINI flW5 LWL E. CUn01Eo AND SNNL HAVE A ) U, WITH W CIEAROM ALL EINFORI BARS SHALLE EUMI COATED. I. DONEAS1R5 Wp Mons OF mi. LLV66E IN6 ND COVER AGE IOYJIM. 0. WTLRIY FOR AM61b.E RpICS NIT CONEIM LVll K CWTI IN MUCTOf CAST MCI$ IN AmpeOMIX WITH MraECTIUI 712.06. 9. OINCE PIK nNRICS nNp THE NEXT AM. VINAERE. m oIAE151OVS MUCH .NE TYPICAL ACN4 MWE!61mM We OUATIInES FOR CONMETE Ab CEIRWO ENT M&I HE AS REWO(0 IN )E WON. MOR ITOS OCLIM POLICES OCCUPIED BY MS m, sIRI.CELLGAL STEE Ma, HE6uVNunD C0 .1 WE RI FNiBNiE wld MB4CTP1 21ao6. n. ALL WAMInE TOPICS yWL E CAST WITH A Yn pdPRl6 CAMS TO SIENI• Ysegd It A nM WALL. 1E SIwrsE Of THE CAMME Lang MAIL HIVE AWWWLIP'PAINFUL 23- 24" 23" a �. I+ BwRs H Ir Ir FOP 5 f, L,X r Ir," JY ) pS I% TARO.[ To - lye IRE NN" 2• IT ' }9' 10. N RH I2 it Y..6. ' F6^ . IN TORT uerr jl Ts• To• jS, -ss• IENTEE IN a.IEES LIts,I Ip IU• I D• -Y ve• r-r ae• -ia -- 12 I B A.A 31 i JM um I 5.2 eU f III 15, h zs A, 1 Hl lot PLAN VIEW Ynlw Ar NHE u rr^ v 3r 22• z1 1.2i m ,2r n• }Y - a N Ham ry'�Jj' �3rG^ r 1y 1'r 2-y „I 12 • • • !fN IS f1. 116E1 I• _35'•-� -SP-.I�]1Y'.(.._Y• 111'E ITT KNITS .1. KLMNS,CUYER CHANNEL LAYOUT DETAILB'i• ELEVATION VIEW HI IRSIRS.• NL • Ib LBS 5i[ RPB 2I[E A9<.[YEY PI $ECI I.Gip RING (TYP.) 1.1c r 26o Les. IIK V TYPE III TYPE IV IYK.V TYPO VI Ear VII TYR Vlfl TYPE $ sl• 11°- L (may FL-J 3Y 2C' A� ��QLMAR _ 3• 5CI MpzlmYCI(Ms OLSlI 11-� BA BB9 DING p-I AGRNAS �(DIMENSIDNS ARF OUT710-0UT OF EAR) {•.6• ..r J'.r n a ]9 JJI 6{ 51, e0 .3 s-0 {C Y-Y a 11 41 J5{ 6.) w2 9] BI. r.6` 5 r .,2- J 5• I6 IT 35 ..6 2n h-0 W2 A{ e h4 5-B' {'0• 5'IP 16 U C 6 46 bt 6.2 616 11 PSO 6.4• I, YT I'Y M 15 IB 0 .R N13 - y1 -BON ]-4' 6-B` 5'6' 1'-11` }0 1] 19 le 50 {2J L6 65{ HIT P-a• C-2• 5'-5" N 1] 20 10 5J Ib &A 'RSA 90)_!0.1 TB• P-C. 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Uolfirm4661 wo/es.'..amnlcm.9P.1J bn.inq rue Name. 401p11p202.0gn ® Le ee uy P pl=' Ue..mP I b CA u.n j, zpli Shlict No. 2 of 2 CAB Ve,. 1 IST,MA� It &qR .1 In sle. .1 mµAi IF D l FT. ( t C L (Typ6 IN. THICK ;AUf 4 M 6IN i FT. B <TTPJ 1 it tN. 2 FT. P. .IPnrA`` BC &5 FU A EXTEND VAU6I FT. BEYOND PEYDND VALKBACK DF VALK:�- -6 IN.-614 BARS \ S 13 OARS AT C 9 IN. OC. BC6Z WITH 1 1/2IN. DIA. HOLE IN CENTER - EXIEND CHANNEL TO WTSIOE' EDGE OF WALL- - � 2 113 BARS AT ~ 6 IN. O.C. B PACK (IF CURB -. - -- .- - ---:. —SEC DETAIL •A' B IN L -DETAIL "A" erg• -- /4 BARS 6 IN. 6 IN_ ._ . Ix /5 BARS 9 1/a IN. SLOP 19TH WR8 rn..c 1 1/2 IN. R �+ P. - 6 M. is IN. LONG � %4 BARS - /4.M-1 -IN, LEG /4 BARS-12 IN. O.C. 1 2- T BO7HWAY5 SECTION A —A 2 IN. 4: - 6IN.. 6IN. 21 959 _ 3 fL.6 -1N. - _ - .4 i7..0 IN. 3 FT. b tN.- .a / �pE q�p VARPED GUTTER DEPRESSED GUTTER VARPED GUTTER AN 1I1 IN. OCK NUT e=fOP OF CURD 2 IN •' T1 1 4 W. DIA. X 24 W. 6ALV. 5 ROD — THREADED —77— 3 1/2 IN. AT TOP. r, •• .•-' NORMAL •., . FLOW LINE A--J DETAIL "B" I- cr. - a- - 1 SECTION- -8.-6 '3 IN. X 3 N. X 3/B W. {REIN(ORCEMEN'T NOT SHOWN) PLATE .. _ SIR DETAIL "B" 11 FT.. 0 IN. I FT. GENERAL NbTESI t 4 eAas s BARS I. SIDEWALK SHALL BE 6 IPL THICK FOR 3 FT, [IN 6 DI.. EITHER SIDE OF CULVERT; ADD i 4 BARS D t, i 4 BARS 2. TOP -SLAB (IF CULVERT SHALL BE SLOPE TO p a 1/2 IN MATCH_SIDEWALK. SEE 13-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN I - -_- ACCORDANCE WITH AASHTO M-111: 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND RASE 4.BAR5-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL DT1iWAY5 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 VERY. CURB, GUTTER AND SIDEWALK CITY OF FORT COLONS STQRMWATER APPROVED DETAIL. uTILIMES im. CONSTRUCTION DETAILS DATE: Iz/Is/oo -_: D _ 1 2 M-d Ma ... DRAWN BY: NBJ 11 �- 3 rT. I FT. C i L 4 1T. B li a 9 IN, 6 IN THICK I — SIDEWALK <TTPJ 6 IN.1 (TV .11 1 I - 17 IN 14 iN It IN.--' .i- n ..- 8[ 8.5 FLUSH --- WITH CURB FACE / p4 BAR It 1/2 IN. R 15IN. LONG L f 21N4:1' a 6 IN. Ef, I _I p � '1 1/2 IN. PIPE SPACER AN 1 1 4 PI LOCK NUT 8 1N. � +.� � ;' '•j ` \ 1 114 IN. DIA. 24 IN. GALV. ( IN. STEEL ROD - THREADED 3 1/2 IN. AT TOP. EXTEND WALK I FT. BEYOND NORMAL. BACK or WALK. 5, #5 BARS AT I C SC 8,5 WITH 1 .1/2 IN, D1A. HOLE 9 IN O.0J]1 IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. —) -� 2.05 BARS AT 6 IN. cc. 6 BACK OF CURB-- I \- —SEC DETAIL •A• J !_FT, OPENING_____! It FT. 1 3 FT�6_IN_ j�j 2 FT. O A-=- -J DETAIL "B" 61N' 1- r BARS I DETAIL "A" SEE DETAIL 'g• �....--p4 BARS 6 IN. p5 BARS 8 1/2 lot _ 1R _SIODE •.--� L �J _ —1- ` O.C' BOTHWAYS SECTION A -A 3 FT, 6 IN, r 4 FT. 0 tN, 3 FT16 114 'WARPED GUTTER "' _ - I' DEPRESSED GUTTER WARPED GUTTER _ .r--TOP OF CURB I! NORIAAL' FLOW LINE L4 ALTERED c Aa ,nW �t T 6 N. 4 IN.vrr''I• 3 IN. X 3 IN. X 3/8 W.f PLATE 6 W., DETAIL "B"j .Ft I . I SECTION B-B (REINFORCEMENT NOT SHOWN) It FT; D IN, GENERAL Nt]TESI ,_ I ,p 4 BARS p 5 BARS 6 IN -. 1. SIDEWALK SHALL BE 6 IN, THICK FOR 3 FT. ON EITHER SIDE OF CULVERT. 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO I -� ADD T p 4 BARS?; ADD 1 p 4 BARS 14 1/2 IN MATCH SIDEWALK, D-6. .SEE 3. EXPOSED STEEL SHALL BE GALVANIZED IN It ACCORDANCE WITH AASHTO M—IIL- 4. KEY JOINTS WHERE WALLS CONNECT TO TOP �,.• SLAB_AND BASE. •p 4 BARS-12 W, O.C. BOTHWAYS 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3_IN. FROM THE SIDE EXPOSED TO EARTH. SECTI❑N C-C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/? IN CLEAR.- CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK ® APPROVED CITY OF FORT COLLINS STORMWATER DETAIL - UTILITIES a DATE' 12/20�00 CONSTRUCTION DETAILS - - D-13 DRAWN 8Y; NSJ A B E_=771 E= —NO. 12 GRATE AND FRAME BY MaCLEAR OR APPROVED EQUAL I A PLAN MEW 35 3/4 IN. 6. IN, 1 23 3/4 IN. IN. MIN. ';71: \_INLET �3 IN: I O.F. 2 VW LF. -4 GRATES 12 IN. --FLOW LIKE OF (TYP.) aOUND INLET AND CONDUIT 112 SLOPE FOR IN. MAX ONO ir 4 4- �7 7. 14 Iti 14 IN, 6 IN. TYPICAL WALLS AND FLOOR SECTION A -A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE PARKING LOTS, MEDIANDS, SUMP BASINS) HOAR 3 IN:N.CIR� O.F. 2 CIR LF. 121 �14 0 12 IN. LAJ�H CTRS. (TYP) • CONCRETE PIPE r '.4 0 12 IN. Cft SECT10N B-B AREA INLET APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE. 12/8/00 th d TaL you D �-- 9 A -DRAWN. BY.- 9 0 r. .. ! I �. .. $ a y. to Z/l it 8/5 BE LE ul L 2 LO u L� IN WITNESS WHEREOF, this in shall be deemed an original, this IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: By: IN PRESENCE OF: ` "�AIG AND /N� ���, �y 0 O Rq •. nt� i 0: 4 _'_ rF • O (Surety 4An SEAL NOTE-: "'Date,ofObnd must Partnership, all partners should e) r lent is executed in three (3) counterparts, each one of which day of March, 2019.. Principal Other Partners By: By: Surety Contractors Bonding and Insurance Company 4�A LVkLk= A (Attorney-i act) 1720-S. Bellaire St. #500, Denver. CO 80222 (Address) be prior to date of Agreement. If CONTRACTOR is to Bond. .Z . z 0 m m Carr. :DC7 �z <D mn < L �+ n O < Z Z O m Q C 02z co m �m m D Ln rn a 3 tiz' I ru a a rn c? � a vo L a 0 .m >� m p � ¢3 to a - n a a • a l uulu uu n�N� aooaa 1/21 a u 1 G) q�N S n' a N A n Alley ® concrete Border prlve-Over or Vertleal C.irb & Clutter R.O.W. (TYP-) X1Q tiox,a SIA CCxtatructlon Joint Curb SARFA 0' Curb Welk 1*12 minconcrete 5" Walk frCurb rrttn `Parkway Parkway r GCurb W. e g C Vert i ri — — --�/ e'Ourb �. STREET" Trun uve Stec ALLEY W/ SIDE DRAINAGE Drainage Mey Cross the Wok Up to a Maxtmum of 0.5 cis for the Design 2 Year Storm. Alley ® / ConcreteI1 Ailey Drainage Inlet or Other Drainage Collection R.O.W. System shell be designed (TYP:) for 2 year storm minlmum.. '1o9ft0 / ` 1Crxi SARFA AREA —� Walk 124 7? I 1r 8'mtntmum th�k *a �4 Walk concxete O' Curb Cr Curb Parkway Parkway 5' Curb FL 6' Curb Trun dftiie See Tables S-1 & ' g De 84 For Radii STREET Requirements ALLEY W/ CENTER DRAINAGE Drainage Mey Not Cross the Walk Unless The Water Is Sheet Flow and does not Interrere with pedestrian use of wak ® ALLEY INTERSECTIONS LARBIER COUNTY C REVISION NO; 2 DRAWING NSTRUCTION URBAN AREA — - - STREET STANDARDS ARAIPIM8 DATE 04/01/07 803 - Depress ring 1 /4 to 5Ar below adjacent finished stieet grade Final asphalt Oft, overlay or grade adjustment Existing base course Support with Steel Shims and pack with Hlgh Strength Grout Slope up to match finished pavement NOTE 1. Grout shall be a mixture of 100 the Grout mix, 26lba water (3.12 Gal), and 100 The of sand conforming to ASTM 0-35. 2, manholes shall. not be. located In: crosspans,: gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. IARIMER COUNTY Straight cut around ring Concrete grade ring to match slope or finished grade Shim / Grout Oracle ring Manhole STANDARD MANHOLE COVER. CONSTRUCTION REVISION NO: DRAWINGS DATE: 08/01/06 DRAWING 1201 C C Y i Y Y i i i i i i Y Y Y Y Y Y i i i i i i W i i i Y W i W i i Y i W i i i Y i Y Y Y i i i i i i Y Y i i i i i i i i i i i W i i i W W i i Y i i i i i ••• i i i i ♦ i i Y i Y i i i W i W Y i A W Detached Sidewalk W W W W W W W W W W W W W W W W W W W W W \ W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V V W W W W W W W W W W W V V W W W W W W .. W W W W W W W W W V V V V V W W .. W W W W W W W W W W W W W W W W W W W .. W V W Driveway W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V W V i i i W W W W V W W W W W W W W W W W W W W W W V W W W W W W W W W Y W V W W V V V W W W W W W W W W W W W W W W W W W Sidewalk W 1 W W Y i i W W W W W W W W W W W W W i W i V i Y W W W W W A W W W W W W W Attached Sidewalk T.C. 6-0" F.L. Min. Lip 8" Commercial 1/2" Expansion 6" Residential Joint Material 1/2" Expansion Joint Material Detached Attached g Sidewalk' % ,; �: Driveway = : Sidewalk r. All SECTION A -A Thickness Shall Be 6" minimum. NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. NOT TO SCALE ST�NDARD SIDEWALK LAURBA COUNTY C DRAWINGS N DATE:ION N 2/17/15 DRAWING URBAN AREA STREET STANDARDS 2 Fr 6 IN. 4 FT I 112 IN,R 1. ' slow slaawalk to C= vn-+po"r . 2 1 1/2IN, R 6 NOTE •C0n5'JL Cft a:wo o k will joints at 1U intema s .. • c end alignad wiai scoring on cum 12IN. • . " � � 'Any tld(4liontll widlp of be pmd at tno 6' flat ra:e aoxrding to Ina bia sd+ahio ATTACHED SIDEWALK DETAIL (Vertical Curb, Gutter, and 6" Sidewalk) z Mn\ Landscaping Slopo Maximum TAt --!Slope fJdawalk to aar i 1/4' par toot: " • + III •, ' ., VoAam e -cum DimanS(XtR I}tp aam0 as oboa.'a aaacnod sido alk actall, DETACHED SIDEWALK DETAIL R 116' tl» SLAO THICKNESS WEAKENED PLANE JOINT 1/2• Erpnns:on Joint ma:oml I _ w 4 , i INSTNl IN LOCATIONS SPECIFlED IN CHAPTER 22 EXPANSION JOINT SIDEWALK DETAIL ort Collins Revision of CONSTRUCTION IREVISION NO: DRAWING LARIMER COUNTY URBAN DRAWINGS AREA STREET STANDARDS DATE: 10/24/18 FC 1602 n U r 42 (Radius varies) Retaining Curb (Optional) Transition p to retain ground behind back of walk o the walk, if needed (typ.) a7 See Note 6 & See Note 5 float Wood Q finish ramp •:<:•.):ti �� va`�20 Sl°�pey� Detectable Warning, Q See Note 4 Walk Broom finish h Curb Gutter a5 * Curb to match slope +—See of sidewalk, Ramp length not to exceed 1.5'-0" Note 6 See Note 5 CORNER LOCATION Retaining Curb (Optional) Wood float finish thru ramp Walk Broom finish Curb Gutter 0 z °z 3 Y J Retaining 3 Curb o (Optional) m L—__l II I 6'I I NOTES: 1 . T = Concrete thickness, 6" minin 2. 1:50 Max unless a landing behin 3. See CONST. DWG. 1606(a) F 4. Detectable Warning to extend th 5. 0" Curb height, See Section A -A. 6. Standard Curb and Gutter Sectic Transition back of walk (typ.) Broom finish -� {� Detectable Warning, 5' _ i Vanes * , See Note 4 On a radius hold 6" at the corners of the truncated 2_0" (min) dome warning. Detectable Warning 6" m 1/4" per ft. 9 1:50 see note 2 o N a SECTION A -A J" Rise Flow Line to Domes m for entire ramp area. ramp (then ramp can be 1 :12 with 1 :20 on the detectable warning). d 1607 for Fort Collins. `ull width of the ramp. Material to be approved by Local Engineer. , See Standard Drawing 701. ® ACd�ESS RAMP DETAILS Fort Collins Revision of REVISION NO: LARIMER COUNTY URBAN CQNSTRUCTION DATE; 10/� AREA STREET STANDARDS DRAWINGS NOT TO SCALE 2 DRAWING' __d 18 FC1603 Standard Curb and Gutter, See Standard Dwg 701 (TYP) I 0" Curb Height, See Section A -A (TYP) 4' (min) (TYP.) I � W W W W W W Curb Option,' W See Note 5 W W Radius = 8" W W W W W W W W W W Curb W W W W W W W W W W 0 0 Transition (fYP.) 000000 W W 00002' (min) W W W W .00000o(( O W W W Curb i W Flare W W W W W W W W W W W W W W W W W W W W W Detectable Warning W W W W W W ♦ A W W W W WI W W I Pedestrian v Landing Area, Detectable See Note 2 SIDEWALK Warning 0" Curb Y J 1 w U) �' Rise Flow Line to Domes 2 1:12 (max) f"per errr 1:20(max) 1/2"per ft. rL Lip of Gutter—' PLAN VIEW LT, See Note 8 6" N.T.S. SECTION A -A NOTES: N.T.S. 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. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or Y4" per foot. 3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity. 4. Wood float finish is required over the sloped surface of ramp and flares. 5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match 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. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material to be approved by local engineer 8. T = Concrete thickness, 6" minimum for entire ramp area. NOT TO SCALE DIRECTIONAL ACCESS RAMP DETAIL & DETACHED SIDEWALK Fort Collins Revision of CONSTRUCTION REVISION NO: 2 DRAWING LARIMER COUNTY URBAN DRAWINGS AREA STREET STANDARDS DATE; 10/U/18 FC 1606 CJ r� U COLLINS ONLY U O 00 8 oc 3 n O iQ Varies See Note 3 u- no W 0 c ig c g_ 0 0 V004 +� Ca0 O O O C ." / O 8� 00 &0O 0 OCam00 Varies 0 zo d O g 2-a ` � Z 0 6� Q 0< Aligned with E 0 Pedestrian Bow ¢ 0 or rL A m m? -W 4- p x O EN "D y+ �N+zu'gms - a �N Ntv a a E �N m »bb2!b ` 0[ vairdn0i0- 2 m u A c� Jai . E. � m�� y ,e N 'e � O oa oE�s $ 2 mA k e E ml , f Q E c p C Varies $' � g �4 m N If v Q �p Q Varies C, Flow line Curb t and "er NOT TO SCALE ® TRUNCATED DOME WARNING FOR ACCESS RAMPS LARMER COUNTY IONSTRUCTION REVISION N0: 2 DRAwIIVG URBAN_ AREA-ANDARDS DRAIiING$ STREET ST_ -- . DATE: 06/26/14 1807 STAIPMDG .1 K sr.YffD A: SW M HRRA5 al ENH DIIISNL YNNBE SPRINT AS SIIPeH GENERAL NOTES _ TWIo1© AG (W AAT SFKBG IS' - IS' IS' Y IS' IS'�jr, ^I Ilia fir 1 L THIS S1A PHO LAN YTS NOT IFR, TO PINK CD'KMra PrThM1A's MR1EiPPILGI. 2. IKAIE xl A: AlA TOMCATON, A YIXIWY 6 R r1.r91 A ®AINI. BAICCL p4/8 CI C C q C C [ C J. THIS AIM LAYOUT 51M.L BE PUT AS A S1AbMD N BE MINT IAYWT FIN 1K PRBIECT, IF THE UNTRACIR MN'M6 YAIRST EM FIFTH THIS VAFYW) ON 14 ROUCT 114 THAR AI R MRCmAA CGDIr10.5 NYI "WHO IT g� ' I' P IEMM,rK C .Im HWL1 PWVAS A PAWNEES MINI LAYOUT FIR AWWYA WE THE GCMER. SLATS N FT. M YIY:H INl H CV1S19KER all nEAE DEMWEED R Pw K., SLL POOfE PARS FG ilE BIAY E [@5�. K MR A1Rl.RKS =, HE MSntAP DIVIMD HIGIAT5, 1K 4RTMNZ DACTIO:A PAHNCYI AD BOTH 9MLY0.5 YVIL BE ttY."Y c[r R V CLAWS E ABFJs. SAANT IN to- r -H-F-1 I Ilul®LwGnwDS EAFFCR@ARATE B RRIE KGRArs 5(PMAIEY BY A cREnnE eNd1ER, A ®JpllT sxNL BE CCM@Ucrm s, ATT I NE OF o DIVIDES AT RE Dr M FACTS, IF.IOCE [CIX b 6, ®AYRS SNµL B[ TK iVD PFPDSINS DirtTlb3 b 1RAV[l R A ILLIILAE Vt1ViDE0 L BE CIF I IRE, Ir f T E TW F.:IED WAN MpRAY MH Al f! TK FwID}Pe MP, A PAVfKM IS CRTWIPAS !ffA5 oDiH YBIECtIPS R 1RAKl. 11EM IS Ia KDIW &ARIM C. 1K WIDIM 6 IK PXANENi IN bF DIRECTION Is CNCAPA NINI V RLI. D@FCTIDN IY INAVEL 7. R VARIABLE WITH SL'W5, THE 2 FI'R A rT EQ OF SLAB WIDTH DINENSIGN WAY VARY Es IwEs. TYPICAL JOINT LAYOUT FOR I. (g) AMTS ABLE TO K LISTED WHEN A TRAFFIC LAC IS ItlY➢ R9WATELY,01 FOR r1KI6,R rR $RD .1. CONCRETE ROADWAY WITH CONCRETE SHOULDERS LAWS. AUO@APW IaG1I AIR' LOCATmG AT RISEN CNWIF LAWS BAY R AGED IF A°PfOVED. ya De � �A5 ``'' N 111:[x[5 ISY ICI .. HE FAAEUD Icn-�4 TI ELs � sA Iz e C C SICLLIXR DOWEL BAR DETAIL FORCDC)JOINT WITH. 14 FT, AND 12 FT. LANES µIERWIIK DIRIK@f. ISEE IOTC JI 1 poll @• DRT• E uc e s w^ TRs c I1•'�1� NAR R 1.• Ly"IgIFA [ . RURAL TWO-LANE CO:1 Y. Gav ■ {■TT■■■{■��.. a. WKRE® AIRS I, IflY.1PC NW'XAY(!D ARE 9. ,, la SHIER, NE E11R1 DONS WILL & nKLD AIM, CA Zr CCwAS SIARnIA JOINT.. LEGEND Part T ElANn7 vEAlTrx (uE SHEET 5 FOR =1 Mi.) LwIc1iVDIWL KRncµ �iNlrlf (BIDET SHIrT T/IRNIHATIR ROTATIONAL 11'Rr. IOYNI ----- 1RNGKAY mI1flµI1R TtM ir"rY—' .f D LONWP IILY CwSTRJCrON IMIJ. I IS PAVEKIII THICKNESS RTARMAL AIwKR rAEY 4LN5 YTIELEO IRANWRM KGRIPEIIM PLAN VIEW SECTION A -A SECTION A -A LR:IINEPYE m"Ve"Env I L SitLIW.nwinµ SNeeDG NIRMTRANRAIIR, LGHINO VRNCµ LR:.ILNEIWL(SIM) MITI MD IRNLAT1N1 IiIOLIT"H E 19R12.MITAIIWIti µICIAEIH 9MIIG KRIICA RDIAIRN µ1OMR M CRAKIFA T IR45VlN:f. RAIP No HED L4NGE LAW DIH1510III1C CR' .5 PAY.= FEAFEARSN FEW STRIPY. LOCATI 4, DETAILS ILLUSTRATING DOWEL PLACEMENT TOLERANCES Irz was cTs. w1A E ME PEE, D rm 'A", 1 / RWn 1w RETAILS EKE wsYnlR In 13011 FR ALLOWED IUIRNSE Y.'. III PNS 'POUF 1J' 36. PETS p+N'I VI+N I"I'µ FHi E µTERIIATIWL DIBLGIw519E INlE 11 � �� �Qi. 90.SKN Ir R Irl6ro ifMiiYiN'�. M WWYYTWY U MULTI -LANE WITH SPEED CHANGE LANE AND CONCRETE SHOULDERS O TO EPAWM 1'EI6i6'lllp FR (1dT. 'I 1WG NET I AIR RANP5. 0. 2 FOR RNW' BAV MFAILS. Colorado Department of Transportation A201 Eoal wHa.a- Avenue _ OT Dan.=., enml�en e0zzz mono: pDD ]A-9Y85 iirfvepsp r—IJOA'A52-B820 Project Development Branch DD/LTA AVEMENT JOINTS l ,, A, 2112 u Sheet E ♦ 11 E MLDmpIrtlRl uf0r c c w c Ih2Su ux C D RAMP "A" DOWEL BM DETAIL FOR DC JOINT WITH A 14 FT I AM HE Du5 Je nE D M' 1 I II.Y • py ]R c! Os eftINsT Ip Jp L 1p 6TMis 19- JO a RMAP "B" DOWEL BAR DETAIL FOR DC JOINT WITH CENTER LONCITUDINAL SPLIT LAN EL GIAS M' cim mi JOINT LEGEND ISEf SIQI'5 FER M.1 Elms) © xeM6vEA5E MTW13M DDRELID 1R44VfAff aline Lllp1 L=IIWIW CRTIRM[IIDI -e+ LL�LfMHI f�l- Da LO.EI11GD Cadloc'm rnxsrinrclWl wIF .SPEED mf mr L" DINDISIWIIND I'M AIMIS MI. YE /LAYS 1/ Em SIRIPDF LICUI.. { MER.WINt DI¢Ml'I. KL[ WE A C SIgIAO[R DC I.' fP Ix R. xJ' WED tM m LW )I6VnIWIW FM AIMS NMS FOR SIPEFRIW INC La.111DN]. '_ oMall,. Dvo.nx =: Colorado DD701 Ementbl TranaportDtion CONCRETE STANDARD PLAN NO. Lo.I Ne,Pliiuhu Date: Dx/N/12 Inlips: Li.- .2D Evel N4onaoa nrsnua m,x.,Ix d �. __ DT D.,,....Da DD2xx PAVEMENT JOINTS M-412-1 Pue FCWwr..caamemtJnlNwalr:a./asgnwpoel p�.�0 J�isJ�aB)o82 dam !'i. Nux: .IIDI�]DS.ERn ®- cID ve.: v `aal w Srm:.1 a xm elm - Project Development Branch OD/LTA 1:o".0 III: R.oi«(D".mPmmL IYan<n on. i, i,.12 1 Sheet No. 2 Of 5 CONTRACT DOCUMENTS TABLE OF CONTENTS 0, 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 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 ADDITIONAL CONTRACTURAL DOCUMENTS GENERAL REQUIRMENTS PROJECT SPECIFICATIONS DETAILS PROJECTINDEX EROSION CONTROL, INLET PROTECTION, FUGITIVE DUST MANUAL STREET MAINTENANCE PROGRAM PHASE 1 MAPS 11 0 0 IHI1 MiI, IS .1 REW4HD Ir CWD Na earm IS KNOTTEDIOM.HNICNIY .[INwwENT wR- SON A L LWO NO MITTERi 1AAYaYINS[ C0.YIPACIIW [CSttNCIBOv WML[0 IeN6v[R3 ��'® CWWICIm'I CWIRKIOM -[-.-•Iw LDx6HMwN [IWSiNFildl �r........... M IRN6KRS[ CIDrsIRATIW NOTES L I"HIp11Vl ONES . IS PLACED ADJACENT 10 LANE YMIXOILS WINNERPOSSIBLE. Na HAVE A wtlnN NN:M OF H Ei.d M 115 FF. 15 KRYITTEO RIIN 40m11NIC CURB NY CUTTER). 3. rccahel Ho WEI flY 411115 PERPEIaICHIA 10 IK CEx1EKIIS OF PAVEIENI AM EMEND IIS..H THE CRAFT OR 1. ANH CUTER 0, P= 'lr To 91HEY➢N6IdU MINI ENTER IN TIP & 114.0' CIS ,ryM AT INRPSECrYR RETURN FARM PoYNS. •. 111 @IIRACIM iHAT.SEESS DINE SE LAIN M He PLAYI AND USE A WD SET AT VEER. NNI NO STOW 9 SIM STRCILIR5, 9INlH STRUCTURES SUCH AS VNVE AND WJ?RU11 Was CL4L HOT REWIRE A O WEAKR. 5 WHERE A WIC law MNl FACTS LESS THAT I FT. TRW A GST-0InAYf1EM WMDIL OR SIRIAR SIM SIPoICILW[.A 1YPICN 3 E1. PMIN MIRE. Ai JDMII M HIE MTNLS WIN,. REM. 6. IRMSVFeSE MINIS SHNL EITHER WaRSECE THE CENTERV CIRCULAR WooLIS AND I&CTS OR OE AT LEAST FT. ARAT mY 1H ONCE C! CIRCULAR YW¢ES. HE TWO BUT ¢DA1I RETAIL W SHEET 5, 3. LO[NE (DJWIT AT A ® MINI OR A WNSW O 6 It. FM A ® MWI. 6 i E HDIISEAS SH, .1 AV JPTIW TO OZ NDIV106, "US 1-1 THEa ARP" OWSHOW, WIN Ur. CI O CARD RMIK KTI . I Nl[l EVANIS50U NIERIN.nV[ W MIRES RIIN YNAIWE SYNI TEAM <16'-- 6'Yk:LLN I I' {H'YAL.C6'IC. G. INIU W ass r, 6• [YTIP,15'NM,.CVD. VIER V TINRI t WE 0 FREE SOME -eK DEINL W Sul 5) EVANSTON1ivP. MINE OUTI�' IW PAVEYENi SETT 51 1 C IWVLt W ffIN Wu rAVL'16 INIFUA Id.F ilE j ftW1S51DLL COB PIM —Im OFNICH HH1 rOB W EAAISN Or IdA VA1'. CWB. TYPICAL CURDED PAVEMENT JOINT LAYOUT Com uler File Information oaLc Sheet Revisions CONun¢Ots - Colorado Deportment of Transportation •lol eo<1 axonsoa A.ewe ___ OT oee.e. emwoDo 60122 rnow: taa31.25z oOOJ R,rNp Foe (3N3) )53ye3o Project Development Branch DD/LTA CONCRETE PAVEMENT JOINTS STANDARD PLANNO. c.eoL on:ocm .m/ON/Iz-. I l: DD M-412-1 Lmi uanr<ornx om< Dz/w/11 1 _T s1 LTA (� [Yb!...Jetnlo/YiM.A/NetiNN<ylpwl aANA< 9A:V,.!:<1 D�..aPmdNi e.a.<n N� ARv •; 2aa Sheet ND. 3 Of 5 a. v�iq rYe.Home: •12a1a3115.e .,. ,,_.,�_..._,.. ..w .., .. ...,. L,_ ...... Cm .W.vY Ll JOINT LEGEtrii Off ¢Fn 5 FOR -0W1 Dlff L) NOTES - O [YPNfJM I. LWN11611RIN ACE AIMS SHALL BE RD ADJACENT IN LIHC NMAIICS qin VUSS,,L, A, NAVC NM14N YMIIX W It FT 111(15 FT. 15 ANNIEll WITH 1VARXIC qN0 NA Conlon. O IBJNTAIM t. CIMI1111CI IRNSAIEN JDIN:S KR .-M AM FIT THE Cndialf H Q PAVINOM ND ETTM I1WO.p11H CNB CR dfRx: C * CINB NO MM. LOLIIIO'JW V - I. RI<E %I IN.NIN.EXPANSION MINI IILLCA UI V P 6 1NO C08 MINT AT INAMC11M MMN RXIM MIXIS. Cnrslacnm IANISVENSE 1, Hit CONTRACTOR STILL, MISTS(FARFISE SHOWN NI THE PLANT, SELECT AN NSE A PA'A9 RES J— CONTRACTIONS CON AT TRUE, NNLLLS NND SUNLM SILL SIRUCIWES SNNLIN SIFIMILAES SUCII M VNVE NO WWN1 DINES D] MI REOIIRE A ODD WMADER. LIWIi19W1 5. WHERE A LODIIOJLNN AMI FWN PASS LESS THAI IrI, now A CATt-INVAVENLNI W:Roft w SNi SIII CMTRACT", CIRNCTURE,A IYPICN ] FT. MIX MAN,M SWAN A NE DETAILS, N NL BE USED. L y-Iy IMGIRR11at "' �SIRLXNA 6. TUNEI ISE AWNS SHALL EITHER INIENECT THE CENTER 9 CIFSµM NNNIO,ES N9 WETS IN R AT Lrbt A R. AWAY FIN THE Ei M CIMAR "AWARX SIE CURTER IHET RUAMI VITAL M SAUT S. rv�» rvOT xnlrr 1RN5JCRY »r»»rr CO61yCtIM A l y 07 E SIXNS WB ND $1OAPLR Tit CVIIER IY L ' i SIOei C L AN".. N SXNL Ii 1 Y .,FIAT H 1 IS 8 To INNI A I] !l. CM MAKER A LCGILD AI A CWfl APFIX I'plNl INC M AW yNt1 &RACED HIR TIER[ !l IS WAE MAN A I[ !1. CM tlLIWIfN A cRFS lI AINI LBUI[D l`l % Af A CAN RFe PpIH1 A4'I IH PACVIUK DWI µD Pfl[VIU.15 -0INI NT #h On4i[> fO0 OREM MIUNI , CBS spin mmT Tk IT2 4.. 1c I, L SHOULDER C C L9WS ,N,B 9ID-1 EXPANSIONWIERIM AS C BAEM IN COO NINIENI (111) WITEN ^' 1 INA PAv(uEIN MULTI ANE INTERSECTION WITH SPEED CHANGE LANE ARID COMITSUF SHDU D RS Cam uter File Wormotion Dm.: Sheet Revisions "."" < """' re' Colorado Department of Transportation .' Rol Foel MX°nvos Avrnue L(C�(!V/I ppNNn <c °.utl°.BDB$z R ZO vronu (]oD ]s] IDUJ im�p%rm lca CW3) ]5].9930 Project Development Dronch DDATA CONCRETE jT�T PAVEMENT JOINTS ., 1 . STANDARD PLAN NO. -- cr.°wry IINm: ono+/Iz _ Irc9ca: Do L °Nr nNnn pa,e o7/D1,li IrvLa1C Lim' - 1 M-412-1 F NP m r.cdwglwbl.inro/Ous4rcca/ue s ® 9 rile Name.. 1 . IAA-° B,t Plup[l .—SN ° or-1, aN AAy.. 1, 2010 Sheet No. 4 of 5 cWE vm. NF,.smT.a ve U., IN, m Seal NNa: ENtia 03� NOTE Aappwl b' COWNUE P.V[I(xl 1NICCF4 RI. SxNL BE Lnxx ON THE RN4. SJO AIM 1. MjpVAY am • t . •SFE ®11CGf PAKKNT INBUAS5 Ill WFCL BIR OIxO:IIR 1 .5 M. W. m ll'a BS No M IiP61BE'5 C1lB No WHEN SAMD TO M SIi[ S. WIN AS rH PxKYENr. WIN M B IN. iI 110 IN ISS IX BRIDGE APPROACH "TIN IY S. WT ID Iran T s SI m I SO IN. yI DRIK sBera /� '/i REINFORCING SIZE TABLE • SRI[DC • f / i/3 L TIE OM SIS IS NO WHN FAANl IS RHLD 01 WATER, BASES. SFH n D� x .' IY' -I • T IY C i(v H 'RE DAN 15.a Mx PININENT 15 HIQ] 61 lIK iRFAIED SDII. LP Q 1Mm[D. C i NECFE T Y4 0 WWT•m MCi ➢ 4 Kt B S RRfp (D iC BIA 1 w' x --I � r.• © O 1'. OD L O TRANSVERSE.. LONGITUDINAL E%PMISION JOINT CONTRACTION JOINT CONTRACTION JOINT WLNRTm LONGITUDINAL CONSTRUCTION JOINT —R LONGITUDINAL CONSTRUCTION JOINT Ino �'vEA nmcx e OeY m RNuaKRSE N VEN M: IlW01x IVNE AIM, RNE AND M, D;LYIr13 BIN._ iWY It, FEYYL ACYNAY xis ITNI IF 1<81N. Q Allll I1 1]•1Wl Y\ L •••• ss" FIVs SCµmR x®m : Im LII ,aTiM, ANET"' TIE BASS .,R,,I I6 WITS F AEe IS' INP4tt C0.YCIOG ,. Is:' is• T In _1 © Q LONGITUDINAL TRANSVERSE CONSTRUCTION JOINT CONSTRUCTION JOINT sM s[w.u,I mnn Mw u:T sx WeSig" WS ♦— /.' >'+ • M III Y B' C, IH PLONR n �'— Y BIA NL:(EF RW NICW WN.y $•D D•w zv ASSEK4+ �q DOWELED TRANSVERSE SEPL AT �`tl • PIXI. BE S. rw 1 ".1wWN moos ENT CONTRACTION JOINT CONSTRUCTION JOINT NOA r,D W R.IN w_l4 SAWED JOINT--•q A A NIT[eRI Me '- INLET OR MANHOLE OIIOO CAST IN PAVEMENT 9Yd119;; n•u'xJ IM1µl INISAIM At D c Mul W3WI "DuN rtxs IF �OBpeWr rs e n.rm Lo-m[z a^uw. MROX c Yt Pt:Ess CURB INLET BOXOUT �' / •e lied w •:1 IKEfl r/M�NAE 10 WET Mxtir I�R•--� I e:a W¢x;'w 'J. TIMES SECTION A- xeq [A NNO r T WE lD WET sTNucTue:. SECTION B-0 TEND WANES WI L H WIPoSED Dr M471C ME r ETUDINS PNEa To DTIFA M NNJIIO uA[el.e 11.1 111 BONDnc. , Cog le Information Sheet Revisions Colorado Deportment o/ Tronsportaeon CONCRETE STANDARD PLAN N_O. Cr-l.o Oe_ IWtleh: DD Dme: Cmu Is aimfoei aMemm Avenue-=�Pp"u :' N.112 YP Nt4s: LTA � Da/z " �,d Pr.•.'01JxPAVEMENT JOINTSrY� aiwn.ioa ra.ewsnq: _T...r...r.�:.o.—,—cm te. xnI . ua. um oww -iSXI. Project Development Branch DO/1-TA t o By: Irel.ci o uPmnn, e.w<n on .aey x, xolx Sheet No. 5 of 5 ® SECTION 03500 PROJECT INDEX Project area in alphabetical order: • Dahlia to Ensenada Ct and Walden Way Area 2 (Granite Ct) • Garfield St • Hickory 1 • Howes 1 • Impala • Laporte • Manhattan 1 • Old Town • Pitkin Phase 2 • Pleasant Valley • Stover North & Cowan • W Elizabeth & Plum • Westlawn • Westbridge 1 & 2 SECTION 04000 Erosion Control, Inlet Protection, Fugitive Dust Prevention Index: Part 1 - Dust Prevention and Control Manual Part 2 - Environmental Standard Operating Procedures rl i ... ro e t _ ��4i v . , �i"�L . _Tri"'++i fi' • d 'G y� x } ° a ° ° L b _ tj .{ o; ~ O 0 o i� 4 A lV _�1• �� l r a+ 4 <-e awl k I a�9 ssre o q 4 �Gy 3ja r c a e Adopted by Ordinance No. 44, 2016 d nCollins CONTENTS 1.0 Introduction 1 1.1 Title 1 1.2 Purpose of Manual 1 1.3 Applicability 1 1.4 Definitions 2 2.0 Fugitive Dust and the Problems it Causes 5 2.1 What is Fugitive Dust, Generally? 5 2.2 Why is the City Addressing Fugitive Dust? 5 2.3 Health and Environmental Effects 6 2.4 Nuisance and Aesthetics 6 2.5 Safety Hazard and Visibility 6 3.0 Best Management Practices 7 3.1 Earthmoving Activities 8 3.2 Demolition and Renovation 10 3.3 Stockpiles 3.4 Street Sweeping 12 14 3.5 Track-out/Carry-out 15 3.6 Bulk Materials Transport 16 3.7 Unpaved Roads and Haul Roads 18 3.8 Parking Lots 19 3.9 Open Areas and Vacant Lots 21 3.10 Saw Cutting and Grinding 22 3.11 Abrasive Blasting 24 3.12 Mechanical Blowing 26 4.0 Dust Control Plan for Land Development Greater Than Five Acres 28 Dust Prevention and Control Checklist 31 5.0 Resources 32 5.1 Cross Reference to Codes, Standards, Regulations, and Policies 32 5.2 City of Fort Collins Manuals and Policies 35 5.3 References for Dust Control 35 Dust Prevention and Control Manual Page i n 1.0 Introduction - .. - --- --------------- ----- d Ada'" 1.1 Title The contents of this document shall be known as the Dust Prevention and Control Manual ("the Manual`). ® 1.2 Purpose of Manual The purpose of the Manual is to establish minimum requirements consistent with nationally recognized best management practices for controllling fugitive dust emissions and to describe applicable best management practices to prevent, minimize, and mitigate off -property transport or off -vehicle transport of fugitive dust emissions pursuant to Chapter 12, Article X of the Fort Collins City Code (§§12-150 et. seq) for specific dust generating activities and sources. The purpose of Chapter 12, Article X of the Code is to protect the health, safety, and welfare of the public, including prevention of adverse impacts to human health, property, sensitive vegetation and areas, waters of the state, and other adverse environmental impacts and to prevent visibility impairment and safety hazards caused by emissions of particulate matter into the air from human activities. 1.3 Applicability This Manual applies to any person who conducts, or is an owner or operator of, a dust generating activity or source, as defined in the Code and described in this Manua), within the City of Fort Collins, subject to the exclusion set forth in Code §12-150(b)(3). Dust Prevention and Control Page 1 1.4 Definitions Abrasive blasting shall mean a process to smooth rough surfaces; roughen smooth surfaces; and remove paint, dirt, grease, and other coatings from surfaces. Abrasive blasting media may consist of sand; glass, plastic or metal beads; aluminum oxide; corn cobs; or other materials. Additional best management practice shall mean using at least one additional measure if the required best management practices are ineffective at preventing off -property transport of particulate matter. Additional requirements shall mean when applicable, any measure that is required, e.g.; a dust control plan when project sites are over 5 acres in size. Best management practice shall mean any action or process that is used to prevent or mitigate the emission of fugitive dust into the air. Bulk materials transport shall mean the carrying, moving, or conveying of loose materials including, but not limited to, earth, rock,silt, sediment, sand, gravel, soil, fill, aggregate, dirt, mud, construction or demolition debris, and other organic or inorganic material containing particulate matter onto a public road or right-of-way in an unenclosed trailer, truck bed, bin, or other container. Code shall mean the Fort Collins City Code, as amended from time to time. Cover shall mean the installation of a temporary cover material on top of disturbed soil surfaces or stockpiles, such as netting, mulch; wood chips, gravel or other materials capable of preventing wind erosion. Dust control measure shall mean any action or process that is used to prevent or mitigate the emission of fugitive dust into the air; including but not limited to the best management practices identified in this Manual. Dustgenerating activity or source shall mean a process, operation, action, or land use that creates emissions of fugitive dust or causes off -property or off -vehicle transport. Dust generating activity or source shall include a paved parking lot containing an area of more than one half (1/2) acre. Earthrnoving shall mean any process that involves land clearing, disturbing soil surfaces, or moving, loading, or handling of earth, dirt, soil, sand, aggregate, or similar materials. Fugitive dust shall mean solid particulate matter emitted into the air by mechanical processes or natural forces but is not emitted through a stack, chimney, or vent Local wind speed shall mean the current or forecasted wind speed for the Fort Collins area as measured at the surface weather observation station KFNL located at the Fort Collins Loveland Municipal Airport or at Colorado State University's Fort Collins or Christman Field weather stations or as measured onsite with a portable or hand-held anemometer. The City will use anemometers whenever practicable. is Dust Prevention and Control Manual Page 2 C J • Maximum speed limit shall mean the limit on publicrights-of-way adopted b) pursuant to Fort Collins Traffic Code adi pursuant to City Code Section 28-16 for roadways, a speed limit shall be establis appropriate to minimize off -site transpo of. Mechanical blower shall mean any p Machine powered with an internal cor or electric -powered engine used to blt clippings, dirt or other debris off sidev driveways, lawns, medians, and other including, but not limited to; hand-hel pack and walk -behind units, as well as vacuum units. Of property transport shall mean t emission of fugitive dust beyond the r line of the property on which the emi! originates or the project boundary wh emission originates in the public right on public property. speed Operatororowner shall mean any person the City who has control over a dust generating source ipted either by operating, supervising, controlling, or private maintaining ownership of the activity or source hed as including, but not limited to, a contractor, rtation lessee, or other responsible party of an activity, operation, or land use that is a dust generating activity or source. rtable bustion Particulate matter shall rhean any material v leaves, that is emitted into the air as finely divided solid Iks, or liquid particles, other than uncombined irfaces water, and includes dust, smoke, soot, fumes, back- aerosols and mists. lower - Required best management practices shall mean specific measures that are required to be visible implemented if a dust generating activity is )perty occurring. the or Of -vehicle transport shall mean the visible emission of fugitive dust from a vehicle that is transporting dust generating materials on a public road or right-of-way. On -tool local exhaust ventilation shall mean a vacuum dust collection system attached to a construction tool that includes a dust collector (hood or shroud), tubing, vacuum, and a high efficiency particulate air (HEPA) filter. On -tool wet dust suppression shall r iean the operation of nozzles or sprayers attached to a construction tool that continuously apply water or other liquid to the grinding or cutting area by a pressurized container or other waterlsource. Sensitive area shall mean a specific area that warrants special protection from adverse impacts due to the deposition of fugitive dust, such as natural areas (excluding buffer zones), sources of water supply, wetlands, critical wildlife habitat, or wild and scenic river corridors. Soil retention shall mean the stabilization of disturbed surface areas that will remain exposed and inactive for 30 days or more or while vegetation is being established using mulch, compost, soil mats, or other methods. Stockpile shall mean any accumulation of bulk materials that contain particulate matter being stored for future use or disposal. This includes backfill materials and storage piles for soil, sand, dirt, mulch, aggregate, straw, chaff, or other materials that produce dust. Open area shall mean any area of undeveloped Stor►n drainage facility shall mean those land greater than one-half acre that contains improvements designed, constructed or used to less than 70 percent vegetation. This includes convey or control stormwater runoff and to undeveloped lots, vacant or idle lots, natural remove pollutants from stormwater runoff after areas, parks, or other non-agricultural Recreational and multi -use trails maintained areas. precipitation. by the City are not included as an open area. Dust Prevention and Control Man4al Page 3 POWER OF ATTORNEY RLI Insurance Company ® Contractors Bonding and Insurance Company 90 5 N. Lindbergh Dr. Peoria, IL 61615 Phone: 800-645-240.2 Know AU Men by These Presents:. That this Power of Attorney is not valid or in effect mless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired. That RLI Insurance Company and/or Contractors Bonding and Insurance Company, each an Illinois corporation, (separately and together, the "Company") do hereby make, constitute and appoint: W.R. Withrow, Megan A. Brown, Laurie. Lewis. Renee Dameron, Don Berndt. Greg Harmon. William Phelps. Brad Henderson. Nick__ Vuolo, jointly or severally in the City of Denver State of Colorado its true and lawfid Agent(s) and Attomey(s) in Fact, with full power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, in general, any and all bonds and undertakings in an amount not to exceed Twenty Five Million Dollars ( $25,000,000.00 ) for any single obligation. The: acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon the Company as if such bond had been executed and acknowledged by the regularly elected officers of the Company. RLI Insurance Company and/or Contractors following is a true and exact copy of a Resolution g and Insurance Company, as applicable, have each further certified that the by the Board of Directors of each such corporation, and is now in force, to -wit: "All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company 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 Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attomey or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have caused these presents to be executed by its respective I Vice President with its corporate seal affixed this 28th day of February 2019 ,,,���,,,,, ••" GAND"V TG 4�,,,,,,,N,,,,,.., ,..o µpNCFpo.,, RLI Insurance Company Contractors Bonding and Insurance Company •4�PPOR,rF Oo :m eC'•G01%PGR�t# -IS =a' SEAL .`a_ : SEAL. - By: / Barton W. Davis Vice President State of Illinois ) ",,,,;&uNos,o•` ''"%nIN„glS"%`• SS County of Peoria J} CERTIFICATE On this 28th day of February 2019 before me, a Notary Public, I, the undersigned officer of RLI Insurance Company and/or personally appeared- Barton W. Davis . who being by me duly sworn, Contractors Bonding and Insurance Company, do hereby certify acknowledged that he signed the above Power of Attorney as the aforesaid that the attached Power of Attorney is in full force and effect and is officer of the RLI Insurance Company and/or Contractors Bonding and 'irrevocable; and furthermore, that the Resolution of the Company as Insurance Company and acknowledged said instrument to be the voluntary set forth in the Power of Attorney, is now in force. In testimony act and deed of said corporation. whereof, 1 have hereunto set my hand and the seal of the RLI Insurance Com an and/or Contractors Bonding and Insurance Company this .day of March,. 2019 MA Gretchen L. Johnigk r Notary Public • GRETCHENLJCHNIOK 'J, 'OFFICIAL SEAL" suWirEprs MY CamNubn E+W= uara; torn 0575578020212 RLI Insurance Company Contractors Bonding and Insurance Company By: Jean MO tephenson V Corporate Secretary A0058817 Surface roughening shall mean to modify the soil surface to resist wind action and reduce dust emissions from wind erosion by creating grooves, depressions, ridges or furrows perpendicular to the predominant wind direction using tilling, ripping, discing, or other method. Track -out shall mean the carrying of mud, dirt, soil, or debris on vehicle wheels, sides, or undercarriages from a private, commercial, or industrial site onto a public road or right-of- way. Vegetation shall mean the planting or seeding of appropriate grasses, plants, bushes, or trees to hold soil or to create a wind break. All seeded areas must be mulched, and the mulch should be adequately crimped and or tackified. If hydro -seeding is conducted, mulching must be conducted as a separate, second operation. All planted areas must be mulched within twenty- four (24) hours after planting. Wet suppression shall mean the application of water by spraying, sprinkling, or misting to maintain optimal moisture content or to form a crust in dust generating materials.and applied at a rate that prevents runoff from entering any public right-of-way, storm drainage facility or Watercourse. Wind barrier shall mean an obstruction at least five feet high erected to assist in preventing the blowing of fugitive dust, comprised of a solid board fence, chain link and fabric fence, vertical wooden slats, hay bales, earth berm, bushes, trees, or other materials installed perpendicular to the predominant wind direction or upwind of an adjacent residential, commercial, industrial, or sensitive area that would be negatively impacted by fugitive dust. 11 C J Dust Prevention and Control Manual Page 4 • 2.0 Fugitive Dust and the Problems it Causes 2.1 What is Fugitive Dust, G Dust, also known as particulate matter11I is made up of solid particles in the air that consist primarily of dirt and soil but can also contain ash, shot, salts, pollen, heavy metals, asbestos, pesticides, and other materials. "Fugitive" dust means particulate matter that has become airborne by wind or human activities and has not been emitted from a stack, chimney, or vent. The Colorado Department of Public Health and Environment (CDPHE) estimates that more than 4,300 tons of particulate matter are emitted into the air in Larimer County annually 1 The primary sources of this particulate matter include construction activities, paved and unpaved roads, and agricultural operations. The quantity of dust emitted from a particular activity or area and the materials in it can depend on the soil type (sand, clay, silt), moisture content (dry or damp), local wind speed, and the current or past uses of the site (industrial, farming, construction). 2.2 Why is the City Addressin Colorado state air regulations and Lari operators of dust generating activities technologically feasible and economic However, state regulations and permit rather than to activities that generate development. Fugitive Dust? er County air quality standards generally require owners and r sources to use all available and practical methods that are ly reasonable in order to prevent fugitive dust emissions. ng requirements typically apply to larger stationary sources List. Larimer County fugitive dust standards apply only to land Although state and county requirements apply to many construction activities, they do not address many sources of dust emissions and City code compliance officers do not have authority to enforce state or county regulations. Fort Collins is experiencing rapid growth and development that has contributed to local man-made dust emissions. The City has established Chapter 12, Article X of the Code (§§12-150- 12-159) to address dust generating activities and sources that negatively impact citizens in Fort Collins. Dust Prevention and Control Manual Page 5 2.3 Health and Environmental Effects Dust particles are very small and can be easily inhaled. They can enter the respiratory system and increase susceptibility to respiratory infections, and aggravate cardio-pulmonary disease. Even short-term exposure to dust can cause wheezing, asthma attacks and allergic reactions, and may cause increases in hospital admissions and emergency department visits for heart and lung related diseases. Fugitive dust emissions can cause significant environmental impacts as well as health effects. When dust from wind erosion or human activity deposits out of the air, it may impact vegetation, adversely affect nearby soils and waterways, and cause damage to cultural resources. Wind erosion can result in the loss of valuable top soil, reduce crop yields, and stunt plant growth. According to the Environmental Protection Agency (EPA), studies have linked particulate matter exposure to health problems and environmental impacts such as: •Health Impacts: o Irritation of the airways, coughing, and difficulty breathing o Reduced lung function and lung cancer o Aggravated asthma and chronic bronchitis o Irregular heartbeat and increases in heart attacks •Environmental Impacts:. o Haze and reduced visibility o Reduced levels of nutrients in soil 2.4 Nuisance and Aesthetics Dust, dirt and debris that become airborne eventually settle back down to the surface. How far it travels and where it gets deposited depends on the size and type of the particles as well as wind speed and direction. When this material settles, it can be deposited on homes, cars, lawns, pools and ponds, and other property. The small particles can get trapped in machinery and electronics causing abrasion, corrosion, and malfunctions. The deposited dust can damage painted surfaces, clog filtration systems, stain materials and cause other expensive clean-up projects. 2.5 Safety Hazard and Visibility Blowing dust can be a safety hazard at construction sites and on roads and highways. Dust can obstruct visibility and can cause accidents between vehicles and bikes, pedestrians, or site workers. Dust plumes can also decrease visibility across a natural area or scenic vistas. The "brown cloud", often visible along the Front Range during the winter months, and the brilliant red sunsets that occur are often caused by particulate matter and other pollutants in the air. Dust Prevention and Control Manual Page 6 3.0 Best Management Pra This Manual describes established bestlmanagement practices for controlling dust emissions that are practical and used in common practice to prevent or mitigate impacts to air quality from dust generating activities and sources occurring within Fort Collins. The objective of the dust control measures included in this Manual is to reduce dust emissions from human activities and to prevent those emissions from impacting others and is based on the following principles: Prevent — avoid creating dust replacing dust generating actin Minimize — reduce dust em Mitigate —when preventing Manual provides specific me More specifically, the Manual outlined in this Chapter: 1. Required Best Management P required to be implemented if restrictions (temporarily haltir management practices for ear ® blasting, and leaf blowing. 2. Additional -Best -Management required best management pr particulate matter. At least on Manual must be implemented 3. Additional Requirements — W control plan when project site! The Dust Prevention and Control CI to dust control BMPs covered in the Dust Prevention and Control nissions through good project planning and modifying or es. with methods that capture, collect; or contain emissions. e dust or minimizing the impacts are not feasible, the to mitigate dust. the following procedures for each dust generating activity ictices — this section includes the specific measures that are ie dust generating activity is occurring. For example, high wind work when wind speeds exceed 30 mph) are required best moving, demolition/renovation, saw cutting or grind, abrasive Iractices — this section includes additional measures if the ctices are ineffective at preventing off -property transport of of the additional best management practices outlined in the )n the site to be in compliance with the Manual and Code. en applicable, additional measures are also required, e.g., a dust are over 5 acres in size. included on page 31 of this Manual provides a "quick guide" w sections of the Manual. Page 7 3.1 Earthmoving Activities Dust emissions from earthmoving activities depend on the type and extent of activity being conducted, the amount of exposed surface area, wind conditions, and soil type and moisture content, including: o Site preparation (clearing, grubbing, scraping) o Road construction o Grading and overlot grading e Excavating, trenching, backfilling and compacting o Loading and unloading dirt, soil, gravel, or other earth materials o Dumping of dirt, soil, gravel, or other earth materials into trucks, piles, or receptacles e Screening of dirt, soil, gravel, or other earth materials Best Management Practices to Control Dust (a) Required Best Management Practices: Any person, owner, or operator who conducts earthmoving that is a dust generating activity or source shall implement the following best management practices to prevent off -property transport of fugitive dust emissions: (i) Minimize disturbed area: plan the project or activity so that the minimum amount of disturbed soil or surface area is exposed to wind or vehicle traffic at any one time. (ii) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to reduce speeds to a rate to mitigate off -property transport of dust entrained by vehicles. (iii) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator buckets slowly, and minimize drop height of materials to the lowest height possible, including screening operations. (iv) High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result in off -property transport. (v) Restrict access: restrict access to the work area to only authorized vehicles and personnel. is Dust Prevention and Control Manual Page 8 ® (b) Additional Best Management Practi property transport, the person, owner, management practices: s: In the event 3.1(a)(i)-(v) are ineffective to prevent off - operator shall use at least one. of the following best (i) Wet suppression: apply water to disturbed soil surfaces, backfill materials, screenings, and other dust generating operations as necessary and appropriate considering current weather conditions, and prevent water used for dust control from entering any public right-of-way, stormwater drainage facility, of watercourse. (ii) Wind barrier: construct a soils. (iii) Vegetation: plant (iv) Surface roughening: sta when vegetation cannot be (v) Cover: install cover mate (vi) Soil retention: stabilize than 30 days or while vegei or other type of wind barrier to prevent wind erosion of top appropriate for retaining soils or creating a wind break. an active construction area during periods of inactivity or diately established. during periods of inactivity and properly anchor the cover. irbed or exposed soil surface areas that will be inactive for more n is being established. ® (c) Additional requirements: Any persn, owner, or operator who conducts earthmoving that is a dust generating activity or source at a construction site or land development project with a lot size equal to or greater than five (5) acres also shall implement the following measures: CJ (i) Dust Control Plan: submit a (plan that describes all potential sources of fugitive dust and methods that will be employed to control dust emissions with the development construction permit application or development review application (see Chapter 4 of this Manual). A copy of the Dust Control Plan must be onsite at all times and one copy must be provided to all contractors and operators engaged in dust generating activities at the site. (ii) Construction sequencing: amount of disturbed area at a provide additional justificatioi management practices. iclude sequencing or phasing in the project plan to minimize the y one time. Sites greater than 25 acres in size may be asked to revise the sequencing plan, or include additional best Dust Prevention and Control Manual Page 9 3.2 Demolition and Renovation Above: This photo illustrates restricting access (a required best management practice) and a wind barrier (an additional best management practice) for demolition and renovation activities. Dust generated from demolition activities may contain significant levels of silica, lead, asbestos, and particulate matter. Inhalation of silica and asbestos is known to cause lung cancer, and exposure to even small quantities of lead dust can result in harm to children and the unborn. In addition to complying with the dust control measures below, any person engaged in demolition or renovation projects must comply with applicable state and federal regulations for asbestos and lead containing materials and notification and inspection requirements under the State of Colorado Air Quality Control Commission's Regulation No. 8, Part B Control of Hazardous Air pollutants. Best Management Practices to Control Dust (a) Required Best Management Practices: Any person, owner, or operator who conducts demolition or renovation that is a dust generating activity or source shall implement the following_ best management practices to prevent off -property transport of fugitive dust emissions: (i) Asbestos and lead containing materials: demolition and renovation activities that involve asbestos or lead containing materials must be conducted in accordance with 2012 International Building Code (IBC), as adopted by the Code Sec. 5-26 and amended by Code Sec. 5-27 (59) (amending IBC §3602.1.1) and all other state and local regulations; (ii) Restrict access: restrict access to the demolition area to only authorized vehicles and personnel; (iii) High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result in off -property transport; and (iv) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator buckets slowly, and minimize drop height of materials to the lowest height possible, including screening operations. Dust Prevention and Control Manual Page 10 U CJ (b) Additional Best Management Practices: In the event 3.2(a)(i)-(iv) are ineffective to prevent off - property transport, the person, owner, i r operator shall use at least.one of the following best management practices: (i) Wet suppression: apply N demolished as necessary. Pi way, storm drainage facility, (ii) Wind barrier: construct a generating materials from bl (c) Additional requirements: to demolished materials or pre -wet materials to be . it water used for dust control from entering any public right-of- orother type of wind barrier to prevent onsite dust offsite. O Building permit compliances comply with all conditions and requirements under any building required pursuant to the Code and/or the Land Use Code. Above: This photo iiius management practice. reducing drop height, a required best Dust Prevention and Control Manual Page 11 3.3 Stockpiles Above: This photo illustrates wet suppression, an additional best management practice for stockpiles. Stockpiles are used for both temporary and long-term storage of soil, fill dirt, sand, aggregate, woodchips, mulch, asphalt and other industrial feedstock, construction and landscaping materials. Fugitive dust can be emitted from stockpiles while working the active face of the pile or when wind blows across the pile. The quantity of emissions depends on pile height and exposure to wind, moisture content and particle size of the pile material, surface roughness of the pile, and frequency of pile disturbance. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator of a stockpile that is a dust generating activity or source shall implement the following best management practices to prevent off property transport of fugitive dust emissions: (i) Minimize drop height: Drivers and operators shall unload truck beds and loader or excavator buckets slowly, and minimize drop height of materials to the lowest height possible, including screening operations. (b) Additional Best Management Practices: In the event 3.3(a)(i) is ineffective to prevent off -property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Wet suppression: Apply water to the active face when working the pile or to the entire pile during periods of inactivity. Prevent water used for dust control from entering any public right- of-way, storm drainage facility, or watercourse. (ii) Cover: install cover materials during periods of inactivity and anchor the cover. (iii) Surface roughening: stabilize a stockpile during periods of inactivity or when vegetation cannot be immediately established. Dust Prevention and Control Manual Page 12 • U (iv) Stockpile location: locate si property boundaries that abut kpile at a distance equal to ten times the pile height from idential areas. (y) Vegetation: seed and mulch any stockpile that will remain inactive for 30 days or more. (vi) Enclosure: construct a thr shelter the pile from the pred (c) Additional requirements: (i) Stockpile permit comp stockpile permit required ided structure equal to or greater than the height of the pile to nant winds. comply with all conditions and requirements under any the Code or the Land Use Code. (ii) Erosion control plan compliance: implement and comply with all conditions and requirements of the "Fort Collins Stormwater Criteria Manual, as adopted in Code Sec. §2675ao; specifically, Volume 3 Chapter 7 "Construction BMPs". The Stormwater Criteria Manual may require the use of Erosion Control Materials, soil stockpile height limit of ten feet, watering, surface roughening, vegetation, silt fence"and other control measures. Dust Prevention and Control Manual Page 13 CJ CONTRACTOR shall insert his With the following requirements: SECTION 00630 :ICATE OF INSURANCE standard form for Certificate of Insurance in accordance 1. The Contractor will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Contractor shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: "The insurance evi will not be cancelle by the City of Fort In case of the breach of any option, may take out and ma the City may deem proper a which may be due or becorr officers, agents and employe 's general liability and autorr work performed under this P 2. Insurance coverages shall by this Certificate will not reduce coverage or limits and A after thirty (30) days written notice has been received ns. rovision of the Insurance Requirements, the City, at its Main, at the expense of the. Contractor, such insurance as I may deduct the cost of such insurance from any monies due the Contractor under this Agreement. The City, its s shall be named as additional insureds on the Contractor bile liability insurance policies for any claims arising out of reement. as follows: A. Workers' Compensation & Employer's Liability. The Contractor shall maintain during the life of this Agreement for all of the Contractor's employees engaged in work performed under 'this agreement: 1. Workers' Com Colorado law. 2. Employer's Lia $500,000 dise� B. Commercial General i life of this Agreement insurance as will provi accidental death, as v% directly or indirectly frc Coverage for property insurance for each col than $1,000,000 court In the event any work is performed any liability directly or indirectly aris subcontractor, which liability is not i insurance with statutory limits as required by y insurance with limits of $100,000 per accident, aggregate, and $100,000 disease each employee. Vehicle Liability. The Contractor shall maintain during the Lich commercial general liability and automobile liability e coverage for damage claims of personal injury, including III as for claims for property damage, which may arise n the performance of work under this Agreement. iamage shall be on a "broad form" basis. The amount of rage, Commercial General and Vehicle, shall not be less ned single limits for bodily injury and property damage. a subcontractor, the Contractor shall be responsible for out of the work performed under this Agreement by a ered by the subcontractor's insurance 3.4 Street Sweeping Left: This figure illustrates the use of a wet suppression and vacuum system, an additional best management practice for street sweeping. Street sweeping is an effective method for removing dirt and debris from streets and preventing it from entering storm drains or becoming airborne. Regenerative air sweepers and mechanical sweepers with water spray can also be effective at removing particulate matter from hard surfaces. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator that conducts sweeping operations or services on paved or concrete roads, parking lots, rights -of -way, pedestrian ways, plazas or other solid surfaces, and whose operations are a dust generating activity or source shall implement the following best management practices to prevent off -property transport of fugitive dust emissions: (i) Uncontrolled sweeping prohibited: the use of rotary brushes, power brooms, or other mechanical sweeping for the removal of dust, dirt, mud, or other debris from a paved public road, right-of-way, or parking lot without the use of water, vacuum system with filtration, or other equivalent dust control method is prohibited. Mechanical or manual sweeping that occurs between lifts of asphalt paving operations or due to preparation for pavement markings are excluded from this prohibition, due to engineering requirements associated with these operations. (b) Additional Best Management Practices: In the event 3.4(a)(i) is ineffective to prevent off -property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Wet suppression: use a light spray of water or wetting agent applied directly to work area or use equipment with water spray system while operating sweeper or power broom. Prevent water used for dust control from entering any storm drainage facility or watercourse. (ii) Vacuum system: use sweeper or power broom equipped with a vacuum collection and filtration system. (iii) Other method: use any other method to control dust emissions that has a demonstrated particulate matter control efficiency of 80 percent or more. Dust Prevention and Control Manual Page 14 • LJ 3.5 Track -out / Carry -out Above: This figure illustrates an installed grate (left) and a gravel bed (right), both of which are additional best management practices associated with track-out/carry-out. Mud, dirt, and other debris can be carried from a site on the wheels or undercarriage of equipment and vehicles onto public roads. When this material dries, it can become airborne by wind activity or when other vehicles travel on it. This is a health concern and can cause visibility issues and safety hazards. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator of any operation that has the potential to result in track -out of mud, dirt, dust, or debris on public roads and rights -of -way and whose operation is a dust generating activity or source shall implement the following best management practices to prevent off -property transport of fugitive dust emissions: (i) Contracts and standards: comply with track -out prevention requirements and construction best management practices as et forth in the Code, City regulations or policies, as specified in applicable contract document and asset forth in the Fort Collins Stormwater Criteria Manual. (ii) Remove deposition:. promptly remove any deposition that occurs on public roads or rights - of -way as a result of the owner's or operator's operations. Avoid over -watering and prevent runoff into any storm drainage facility or watercourse. (b) Additional Best Management. Practices: In the event 3.5(a)(i)-(ii) are ineffective to prevent off - property transport, the person, owner) or operator shall use at least one of the following best management practices: (i) Install rails, pipes, grate, or similar track -out control device. (ii) Install a gravel bed track -out apron that extends at least 50 feet from the intersection with a public road or right-of-way. (iii) Install gravel bed track -out apron with steel cattle guard or concrete wash rack. (iv) Install and utilize on -site vehicle and equipment washing station.. (v) Install a paved surface that Ltends at least 100 feet from the intersection with a public road or right-of-way. (vi) Manually remove mud, dirt and debris from equipment and vehicle wheels, tires and undercarriage. Dust Prevention and Control Manual Page 15 3.6 Bulk Materials Transport transport. Haul trucks are used to move bulk materials, such as dirt, rock, demolition debris, or mulch to and from construction sites, material suppliers and storage yards. Dust emissions from haul trucks, if uncontrolled, can be a safety hazard by impairing visibility or by depositing debris on roads, pedestrians, bicyclists, or other vehicles. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator of a dust generating activity or source for which vehicles used to transport bulk materials to and from a site within the City on a public or private road or on a public right-of-way shall prevent off -vehicle transport of fugitive dust emissions. To prevent off -vehicle transport of fugitive dust to and from the site, the owner or operator shall implement the following measures: (i) Cover Loads: Loads shall be completely covered or all material enclosed in a manner that prevents the material from blowing, dropping, sifting, leaking, or otherwise escaping from the vehicle. This includes the covering of hot asphalt and asphalt patching material with a tarp or other impermeable material. (ii) Minimize drop height: Drivers and operators shall load and unload truck beds and loader or excavator buckets slowly, and minimize drop height of materials to the lowest height possible, including screening operations. Dust Prevention and Control Manual Page 16 n U (b) Additional Best Management Practices: In the event 3.6(a)(i)-(ii) are ineffective to prevent off - vehicle transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Wet suppression: apply water to bulk materials loaded for transport as necessary to prevent fugitive dust emissions and deposition of materials on roadways. Prevent water used for dust control from entering any public right-of-way, storm drainage facility, or watercourse. (ii) Other technology: use other equivalent technology that effectively eliminates off -vehicle transport, such as limiting the load size to provide at least three inches of freeboard to prevent spillage.. f Above: This figure illustrates materials transport. drop heights, a required best management practice for bulk Dust Prevention and Control Man0al Page 17 3.7 Unpaved Roads and Haul Roads Left: This figure illustrates surface improvements on an unpaved road, an additional best management practice. Road dust from unpaved roads is caused by particles lifted by and dropped from rolling wheels traveling on the road surface and from wind blowing across the road surface. Road dust can aggravate heart and lung conditions as well as cause safety issues such as decreased driver visibility and other safety hazards.. Best Management Practices to Control Dust (a) Required Best Management. Practices: Any owner or operator of an unpaved road located on a construction site greater than five acres on private property or an unpaved road used as a public.right- of-way shall implement the following best management practices to prevent off -property transport of fugitive dust emissions: (i) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to reduce speeds to a rate that prevents off -property transport of dust entrained by vehicles. (ii) Restrict access: restrict travel on unpaved roads by limiting access to only authorized vehicle use. (b) Additional Best Management Practices: In the event 3.7(a)(i)-(ii) are ineffective to prevent off - property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Wet suppression: apply water to unpaved road surface as necessary and appropriate considering current weather conditions, and prevent water used for dust control from entering any public right-of-way, storm drainage facility, or watercourse. (ii) Surface improvements: install gravel or similar materials with sufficient depth to reduce dust or pave high traffic areas. • (iii) Access road location: locate site access roads away from residential or other populated areas. 40 Dust Prevention and Control Manual Page 18 3.8 Parking Lots , Above: This figure illustrates an This section applies to paved and ui and includes parking areas for shop animal staging areas. r., �( parking lot. in Fort Collins. d areas where vehicles are parked or stored on a routine basis recreation, or events; automobile or vehicle storage yards; and Best Management Practices to Control Dust- Unpaved Parking Lots (a) Required Best Management Practices: Any owners or operator of an unpaved parking lot greater than one-half acre shall use at least.one.of the following best management practices to prevent off - property transport of fugitive dust emissions (i) Surface improvements: install gravel or similar materials with sufficient depth to reduce dust or pave high traffic areas. (ii) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break. (iii) Wet suppression: apply water as necessary and appropriate considering current weather conditions to prevent off -property transport of fugitive dust emissions. Prevent water used for dust control from entering any public right-of-way, storm drainage facility, or watercourse. (iv) Wind barrier: construct a fence or other type of wind barrier. (v) Reduce vehicle speeds: establish a maximum speed limit or install traffic calming devices to reduce speeds to a rate that prevents off -property transport of dust entrained by vehicles. (vi) Restrict access:. restrict limit access to hours of ooe I in parking lots to only those vehicles with essential duties and i or specific events. Dust Prevention and Control Man�al Page 19 Best Management Practices to Control Dust- Paved Parking Lots 40 (a) Required Best Management Practices: An owner or operator of a paved parking lot greater than one-half acre and shall use at least one of the following best management practices to prevent off - property transport of fugitive dust emissions. (i) Maintenance: repair potholes and cracks and maintain surface improvements. (ii) Mechanical sweeping: Sweep lot with a vacuum sweeper and light water spray as necessary to remove dirt and debris. Avoid overwatering and prevent runoff from entering any public right-of-way, storm drainage facility, or watercourse. (iii) Reduce vehicle.speeds: establish a maximum speed limit or install traffic calming devices to reduce speeds to a rate that prevents off -property transport of dust entrained by vehicles. (iv) Restrict access: restrict travel in parking lots to only those vehicles with essential duties and limit access to hours of operation or specific events. Above: This photo represents improving the surface of a parking area, which is one measure to comply with the Manual. Dust Prevention and Control Manual Page 20 3.9 Open Areas and Vacant 9U ;M Left: This photo represents adding vegetation by hydroseeding, which is one measure to comply with the Manual. Open areas are typically not a significant source of wind-blown dust emissions if the coverage of vegetation is sufficient or soil crusts are intact. However, if soils in open areas are disturbed by vehicle traffic, off -highway vehicle use, bicycling or grazing; or if they have become overpopulated by prairie dogs, dust emissions can become a problem. Best Management Practices to Control Dust (a) Required Best Management Practices: Any owner or operator of an open area greater than one-half acre shall use at least one of the following best management practices to stabilize disturbed or exposed soil surface areas that are intended to or remain exposed for 30 days or more and to prevent off - property transport of fugitive dust emislsions: (i) Vegetation: plant vegetation appropriate for retaining soils or creating a wind break. (ii) Cover: install cover mate anchor the cover. (iii) Surface roughening: sta vegetation cannot be imme (iv) Soil retention: stabilize di! than 30 days or while vegetati methods. (v) Wet suppression: apply v considering current weather Prevent water used for dust facility, or watercourse. (vi) Wind barrier: construct a soils. over exposed areas during periods of inactivity and properly an exposed area during periods of inactivity or when ly established. bed or exposed soil surface areas that will be inactive for more is being established, using mulch, compost, soil mats, or other ar to disturbed soil surfaces as necessary and appropriate prevent off -property transport of fugitive dust emissions. itrol from entering any public right-of-way, storm drainage or other type of wind barrier to prevent wind erosion of top Dust Prevention and Control Manual Page:21 3.10 Saw Cutting and Grinding Above: This photo illustrates concrete cutting and how the activity can generate dust. Cutting and grinding of asphalt, concrete and other masonry materials can be a significant short-term source of fugitive dust that may expose workers and the public to crystalline silica. Inhalation of silica can cause lung disease known as silicosis and has been linked to other diseases such as tuberculosis and lung cancer. Using additional best management practices during cutting and grinding operations can significantly reduce dust emissions. Best Management Practices to Control Dust (a) Required Best Management Practices: Any person, owner, or operator that cuts or grinds asphalt, concrete, brick, tile, stone, or other masonry materials and whose operations.are a dust generating activity or source shall use the following best management practices to prevent off -property transport of fugitive dust emissions: (i) Restrict access: prevent the public from entering the area where dust emissions occur. (ii) High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result in off -property transport. (iii) Equipment and work area clean up: use wet wiping, wet sweeping, or vacuuming with HEPA filtration for equipment and work area clean up and do not cause dust to become airborne during clean up. (iv) Slurry clean up: prevent water used for dust control or clean up from entering any public right-of-way, storm drainage facility, or watercourse by using containment, vacuuming, absorption, or other method to remove the slurry, and dispose of slurry and containment materials properly. Follow additional procedures prescribed in the Fort Collins Stormwater Criteria Manual or contract documents and specifications. Dust Prevention and Control Manual Page 22 (b) Additional Best Management Practices: In the event 3.10(a)(i)-(iv) are ineffective to prevent off - property transport, the person, owner, or operator shall use at.least.one of the following best management practices: (i) On -tool local exhaust ventilation: use a tool -mounted dust capture and collection system. (ii) On -tool wet suppression: vse a tool -mounted water application system. (iii) Vacuuming: use a vacuum equipped with a HEPA filter simultaneously with cutting or grinding operations. (iv) Wet suppression: use a water sprayer or hose simultaneously with cutting or grinding operations. (v) Enclosure: conduct cutting pr grinding within an enclosure with a dust collection system or temporary tenting over the work area. 1� S Above: These photos illustrate how d wet suppression, an additional best rr, ,;' Ft generated from cutting can be minimized by applying on -tool ,nagement practice associated with saw cutting and grinding. i4N Dust. Prevention and Control Manual Page 23 I L CERTIFICA OF LIABILITY INSURANCE DATE (MUMO/YYM 5/25/2018 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 isan ADDITIONALIINSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). The Harry A. Koch Co. P.O. Box 45279 Omaha NE 68145-0279 INSURED Lightfield Enterprises 2600 Midpoint Drive Fort Collins CO 80525 COVERAGES CERTIFICATE NUMBER: 1424531255 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE_INS. U EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN BELOW HAVE. BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS RANGE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, _ MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOL SUER .POLICY NUMBER. POLICY. EFF' MMDD/YYYY) POLICY EXP (MMfDDIYYYYI LIMRS- A X COMMERCUILGENERALLIABILr.r-Y CLAIMS -MADE FKOCCUR 3506965 ... 6/1/2018 6/1/2019 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PREMISES Ea o mane $ 50.000 MED EXP Any one person $ 5.000 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JET LOC .OTHER:. GENERAL AGGREGATE $2,000,D00 PRODUCTS - COMP/OP AGG $2,000,000 _ AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY 4644903 6/1/2018 6/112019 COMBINED SINGLE LIMIT Ea accident) $1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per a.ZI $ UMBRELLALWB EXCESS UAS OCCUR CLAIMS -MADE EACH OCCURRENCE. $ AGGREGATE $ DED I I RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I.N ANWROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICERIMEMBEREXCLUDED7 (Mandatory In NH) If yeS describe under DESCRIPTION OF OPERATIONS below NIA 25/93/80 6/1120111 611/2019 X PER GTH- STATUTE ER E.L. EACH ACCIDENT $ 1.000,000 E.L. DISEASE- EA EMPLOYEE $1.000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 - __ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Addftlonal Project: 8469 Concrete Maintenance Project Phase 1. Certificate contract executed prior to loss. Remarks Schedule, may be attached i1 more specs is required) holder is additional insured for General Liability and Automobile Liability if required by written SHOULD ANY OF THE ABOVE, DESCRIBED POLICIES: BE CANCELLED_ BEFORE THE EXPIRATION ERICE DATE THEREOF, NOTWILL BE. dtbVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Fort Collins Purchasing Division 215 N. Mason Street, 2nd Floor Fort Collins CO 80524 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD 3.11 Abrasive Blasting Above: This photo illustrates abrasive blasting without dust mitigation in place. Abrasive blasting is used to smooth rough surfaces; roughen smooth surfaces; and remove paint, dirt, grease, and other coatings from surfaces. Abrasive blasting media may consist of sand; glass, plastic or metal beads; aluminum oxide; corn cobs; or other materials. Abrasive blasting typically generates a significant amount of fugitive dust if not controlled. The material removed during abrasive blasting can become airborne and may contain silica, lead, cadmium or other byproducts removed from the surface being blasted.* Best Management Practices to Control Dust (a) Required Best Management Practices: Any person, owner, or operator who conducts outdoor abrasive blasting or indoor abrasive blasting with uncontrolled emissions vented to the outside and whose operations are a dust generating activity or source shall implement the following best management practices to prevent off -property transport of fugitive dust emissions: (i) Restrict access: prevent the public from entering the area where dust emissions occur. (ii) High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result in off -property transport. (iii) Equipment and work area clean up: use wet wiping, wet sweeping, or vacuuming with HEPA filtration for equipment and work area clean up and do not cause dust to become airborne during clean up. (iv) Slurry clean up: prevent water used for dust control or clean up from entering any public right-of-way, storm drainage facility, or watercourse by using containment, vacuuming, absorption, or other method to remove the slurry, and dispose of slurry and containment materials properly. (b) Additional Best Management Practices: In the event 3.11(a)(i)-(iv) are ineffective to prevent off - property transport, the person, owner, or operator shall use at least one of the following best management practices: (i) Enclosure: conduct abrasive blasting within an enclosure with a dust collection system or temporary tenting over the work area. Dust Prevention and Control Manual Page 24 r �J (ii) Wet suppression blasting: use one of several available methods that mix water with the abrasive media or air during blasting operations. (iii) Vacuum blasting: conduct it -based blasting that uses a nozzle attachment with negative air pressure to capture dust. (iv) Abrasive media: select . Blasting on surfaces that contain lead paint to additional state and federal requirements. ADV lower dust -generating blasting media. from sand blasting that contain hazardous materials may be subject Above: This photo illustrates wet super, ssion blasting, an additional best management practice. Dust Prevention and Control Manual Page 25 3.12 Mechanical Blowing Mechanical blowers are commonly used to move dirt, sand, leaves, grass clippings and other landscaping debris to a central location for easier pick-up and removal. Mechanical blowing with a leaf blower can be a significant source of fugitive dust in some situations and can create nuisance conditions and cause health effects for sensitive individuals. Mechanical blowing can re -suspend dust particles that contain allergens, pollens, and molds, as well as pesticides, fecal contaminants, and toxic metals causing allergic reactions, asthma attacks and exacerbating other respiratory illnesses. Best Management Practices to Control Dust (a) Required Best Management Practices: Any person, owner, or operator who operates a mechanical leaf blower (gas, electric, or battery -powered) in a manner that is a dust generating activity or source shall use the following best management practices as necessary to prevent off -property transport of fugitive dust emissions (i) Low speed: use the lowest speed appropriate for the task and equipment. (ii) Operation: use the full length of the blow tube and place the nozzle as close to the ground as possible. (iii) High winds restriction: temporarily halt work activities during high wind events greater than 30 mph if operations would result in off -property transport. (b) Additional Best Management Practices: In the event 3.11(a)(i)-(iii) are ineffective to prevent off - property transport, the person, owner, or operator shall use atleast.one of the following best management practices: (i) Alternative method: use an alternative such as a rake, broom, shovel, manually push sweeper or vacuum machine equipped with a filtration system. (ii) Prevent impact: do not blow dust and debris off -property or in close proximity to people, animals, open windows, air intakes, or onto adjacent property, public right-of-way, storm drainage facility, or watercourse. Dust Prevention and Control Manual Page 26 ® (iii) Minimize use on dirt: mini shoulders, or loose dirt. CJ 11 (iv) Wet suppression: use a ligl current weather conditions, to entering any storm drainage fa (v) Remove debris: remove Above: These photos illustrate generation. the use of mechanical blower on unpaved surfaces, road spray of water, as necessary and appropriate considering ampen dusty work areas. Prevent water; dirt, and debris from ity; or watercourse. properly dispose of blown material immediately. methods to mechanical blowing that can minimize dust Dust Prevention and Control Man4al Page 27 4.0 Dust Control Plan for Land Development Greater Than Five Acres A dust control plan is required for all development projects or construction sites with greater than five (5) acres in size. If the project is required to obtain a development construction permit, then the dust control plan shall be submitted with the development review application or the development construction permit application. A copy of the dust control plan shall be available onsite at all times for compliance and inspection purposes. For dust control plans associated with a Development Construction Permit (DCP) issued by the City, applications for the DCP are available online at w.ww.fcgov.com/developmentreview/applications.php. The dust control plan may be submitted on the Dust Control Plan Form included in Chapter 4 of this Manual or other equivalent format and shall include the following information: Y Project name and location. o Name and contact information of property owner. o Projectstart and completion dates., o Name and contact information of the developer, general contractor, and each contractor or operator that will be engaged in an earthmoving activity. o Total size of the development project or construction site in acres. o A description of the project phasing or sequencing of the project to minimize the amount of disturbed surface area at any one time during the project. G A list of each dust generating activity or source associated with the project. o A list of each best management practice and engineering control that will be implemented for each dust generating activity or source. e A list of additional best management practices that will be implemented if initial controls are ineffective. C A signed statement from the property owner, developer, general contractor, and each contractor or operator engaged in an earthmoving activity acknowledging receipt of the Dust Control Plan and an understanding of and ability to comply with the best management practices in the plan. Dust Prevention and Control Manual Page 28 • • CityOf F&t j,.Colhns DUST CONTROL PLAN PROJECT INFORMATION Project Name Project Location Start and Completion Dates Total Size of Project Site (acres) Maximum disturbed surface area at any one time (acres) Property Owner name, address, phone, e-mail Developer name, address, phone, e-mail General Contractor name, address, phone, e-mail Subcontractor or Operator of a dust generating activity or source name, address, phone, e-mail Subcontractor or Operator of a dust generating activity or source name, address, phone, e-mail Subcontractor or Operator of a dust generating activity or source name, address, phone, e-mail PROJECT PHASING OR SEQUENCING Provide a description of how this project area. Attach phasing plan or map if available. will be phased or sequenced to minimize the disturbed surface Dust Prevention and Control Manual Page 29 DUST CONTROL PLAN CERTIFICATION I certify the information and attachments contained in this Dust Control Plan are true and correct to the best of my knowledge and that 1 and the project's subcontractors have received a copy of this Dust Control Plan and acknowledge my understanding of and ability to comply with best management practices for controlling fugitive dust emissions. I hereby permit City officials to enter upon the property for the purpose of inspection of any dust generating activity or source for which I am the responsible person, owner, or operator. Name: Title: Role on project: Address: Phone: Signature: Date: List of Subcontractors: Title: Role on project: Title: Role on project: Title: Role onproject: Title` Role on project: Title: Role on project: Title: Role on project: Title: Role on project: Title: Role on project: Dust Prevention and Control Manual Page 30 C Cl Dust Prevention and Control Checklist Instructions: For projects over 5 acres, in addition to developing a Dust Control Plan (see chapter 4 of the manual), place an X in each box indicating all best management practices (BMPs) that will be implemented for each activity. Fully shaded boxes are required BMPs, hatched boxes are additional BMPs. For projects less than 5 acres, the BMPs for bulmaterials transport and saw cutting/grinding-are required; other'BMPs are listed for use as a guide for preventing and controlling dust. °C C^ -0 v c o Dust Generating Activity b o O ° - W a > 0 O aO m' c_ v ° c c L> 0 0 _ o j M f Q C O C m > m 00/Best Management Practice b ma , ,"ve F a a a 3 v co w ❑ a Y co = a ar > O m N a Abrasive media Asbestos or lead materials Construction sequencing Cover Cover Load Enclosure Equipment & work area clean up Lr. Erosion control plan High winds restriction, Location Mechanical blowing techniques Minimize disturbed area Minimize drop height On -tool local exhaust ventilation On -tool wet suppression Other method Reduce vehicle speeds ` Remove deposition Restrict access Slurry clean up Soil retention u Stockpile permit Surface improvements Surface roughening Sweeping Track -out prevention system Uncontrolled sweeping prohibited Vacuum Vegetation Wet suppression Wind barrier ® *Note that in the parking lot and area standards, only select one of the required BMPs to be in compliance. Dust Prevention and Control Manual I Page 31 5.0 Resources 5.1 Cross Reference to Codes, Standards, Regulations, and Policies Earthmovne Activities Fort Collins Land Use Code Article 3 General Development Standards §3.2.2 Access, Circulation and Parking. Fort Collins Land Use Code Article 3 General Development Standards §3,4.1(N) Standards for Protection During Construction. Fort Collins Land Use Code Article 3 General Development Standards §3.4.2 Air Quality. Fort Collins City Code, Chapter 5 Buildings and Building Regulations, Section 5-27 (59) §3602.1.1 Building demolitions. Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 23 Public Property §23-16. Permit required; exception in case of emergency. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Fort Collins Stormwater Criteria Manual, Volume 3, Chapter 7, Section 1.3 Policy, Standards and Submittal Requirements, §1.3.3.e.5. Fort Collins Stormwater Criteria Manual — Fact Sheet SM-1 Construction Phasing/Sequencing and Fact Sheet EC-1 Surface Roughening. Larimer County Land Use Code §8.11.4. Fugitive dust during construction. State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.b Construction Activities. OSHA Safety and Health Regulations for Construction 29 CFR Part 1926.55 Gases, vapors, fumes, dusts, and mists. Demolition and Renovation Fort Collins Land Use Code, Division 2.7 Building Permits §2.7.1 Fort Collins City Code, Chapter 5 Buildings and Building Regulations,.Section 5-27 (59) §3602.1.1 Building demolitions. Dust Prevention and Control Manual Page 32 ® Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. C • Fort Collins City Code Chapter 26 Uti State of Colorado, Air Quality Control Air Pollutants, 5 CCR 100110. Article VI Stormwater Utility, §26-498 Water quality control. Regulation Number 8, Part B Control of Hazardous Stockpiles Fort Collins Land Use Code, Division 2.6 Stockpiling Permits and Development Construction Permits §2.6.2 Fort Collins Land Use Code §2.6.3 (K) Procedures. Fort Collins City Code Chapter 20 Nu prohibited. Fort Collins City Code Chapter 26 Uti Permit and Development Construction Permit Review Article 1 In General, §20-1 Air pollution nuisances Article VII Stormwater Utility, §26-498 Water quality control. Fort Collins Stormwater Criteria Manual Volume 3, Chapter 7, Section 1.3 Policy, Standards and Submittal Requirements, §1.3.3.e.7. Fort Collins Stormwater Criteria Manual - Fact Sheet MM-2 Stockpile Management. State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2c Storage and Handling of Materials. Street Sweeping Fort Collins City Code Chapter 20 Nuis Inces, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VI Stormwater Utility, §26-498 Water quality control. Fort Collins Stormwater Criteria Manual - Fact Sheet SM-7 Street Sweeping and Vacuuming. Track-out/Carry-out Fort Collins Traffic Code, Part 1407 S Fort Collins Land Use Code §5.2.1 Fort Collins City Code: Chapter 20 — 20-62. Depositing on streets prohib Fort Collins City Code Chapter 26 Util loads on, highways prohibited. s Maintenance (of a newly constructed street). nces, Article V - Dirt, Debris and Construction Waste, §Sea. Article VI Stormwater Utility, §26-498 Water quality control. Fort Collins Stormwater Criteria Manual, Volume 3, Chapter 7, Section 1.3 Policy, Standards and Submittal Requirements, §1.3.3.e.8. Dust.Prevention and Control Manual Page 33 0 SEC - CERTIFICATE OF Sl TO: CITY OF FORT COLLINS (OW I ER) DATE OF SUBSTANTIAL COMPLETION: PROJECT OR SPECIFIED PART SHALL INCLUDE: The Work performed under this contract has the OWNER, CONTRACTOR, and the ENGI project, as indicated above) is hereby declan A tentative list of items to be comp] ted or cc exhaustive, and the failure to include an item CONTRACTOR to complete all the Work in < ENGINEER The CONTRACTOR accepts the above Cert complete and correct the items on the tentati CONTRACTOR The OWNER accepts the project or specifec will assume full possession of the project or . The responsil the Contract Documents shall be as' set forth CITY.OF FORT COLLINS, COLORADO OWNER REMARKS: ION 00635 IBSTANTIAL COMPLETION PROJECT TITLE: 8469 Concrete Maintenance.Proiect Phase. I LOCATION: Fort Collins. Colorado OWNER: City of Fort Collins CONTRACTOR: Liphtfield Enterprises Inc. CONTRACT DATE: March 9. 2017 been inspected by authorized representatives of NEER and the project or specified part of the %d to'be substantially completed on the above date. rrected is appended hereto. This list may not be on it does not alter the responsibility of the accordance with the Contract Documents. AUTHORIZED REPRESENTATIVE DATE ficate of Substantial Completion and agrees to ve list within the time indicated. AUTHORIZED REPRESENTATIVE DA' area of the project as substantially complete and specified area of the project at 12:01 a.m., on )ility for heat, utilities, security, and insurance under under "Remarks" below. By: AUTHORIZED REPRESENTATIVE DATE Fort Collins Stormwater Criteria Manual— Fact SheetSM-4 Vehicle Tracking Control. Fort. Collins Stormwater Criteria Manual — Fact SheetSM-7 Street Sweeping and Vacuuming. State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §IILD.2.a.(ii).(B) General Requirements. Bulk Materials Transport Fort Collins Traffic Code, Part 1407 Spilling loads on highways prohibited. Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.f Haul Trucks. Colorado Revised Statutes. 42-4-1407 Spilling loads on highways prohibited. Unpaved Roads and Haul -Roads Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. State of Colorado, Air Quality Control Commission, 5 CCR 1001-3, Regulation No. 1, §III.D.2.a Roadways and §III.D.2.e Haul Roads. Parking Lots Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Open Areas and Vacant Lots Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Saw Cutting and Grinding Fort Collins City Code Chapter 20 Nuisances, Article 1 In General, §20-1 Air pollution nuisances prohibited. Fort Collins City Code Chapter 26 Utilities, Article VII Stormwater Utility, §26-498 Water quality control. Fort Collins Stormwater Criteria Manual — Fact Sheet SM-12 Paving and Grinding Operations. Dust Prevention and Control Manual Page 34 ® Colorado Department of Transportation Standard Specifications for Road and Bridge Construction, Section 208.04 Best Management Practices for Stormwater. • Abrasive Blasting Fort Collins City Code Chapter 20 Nuisa prohibited. Fort Collins City Code Chapter 26 Mechanical (Leaf) Blowing Fort Collins City Code Chapter 20 Nuisa prohibited. Fort Collins City Code Chapter 26 5.2 City of Fort Collins Fort Collins Stormwater Criteria Ma City of Fort Collins Parks and Rec Chapter Four: Best Management City of Fort Collins Building Design and City of Fort Collins, Recommended for Fort Collins, Colorado. City of Fort Collins Plant List, April201 5.3 References for Dust Article 1 In General, §20-1 Air pollution nuisances Article VII Stormwater Utility, §26-498 Water quality control. Article 1 In General, §20-1 Air pollution nuisances Article VII Stormwater Utility, §26-498 Water quality control. and Policies http://www.fcgov.com/utilities/business/builders-and-. Environmental Best Management Practices Manual 2011, as for Construction http://www.fcgov.com/parks/pdf/bmp.pdf n Standards, Oct. 2013 and Application Rates of Perennial Native Upland Grass Seed Leaf Blowing A Report to the California Legislature on the Potential Health and Environmental Impacts of Leaf Blowers, California Environmental Protection Agency — Air Resources Board, Feb. 2000. Abrasive Blasting Sandblasting and Other Air -based Blasting Fact Sheet, Minnesota Pollution Control Agency, Dec. 2011. Protecting Workers from the Hazards of Abrasive Blasting Materials, OSHA Fact Sheet. California Air Resources Board, Abrasive Blasting Program. Dust Prevention and Control Manual Page 35 Saw Cutting 40 OSHA Fact Sheet on Crystalline Silica Exposure https://www.osha.gov/OshDoc/data General Facts/crystalline-factsheet.pdf State of New Jersey — Dry Cutting and Grinding Fact Sheet http://www.state.n".us/health/surv/documents/dry cutting.pdf Centers for Disease Control and Prevention - Engineering Controls for Silica in Construction http://www.cdc.gov/niosh/topics/silica/cutoffsaws.html Shepherd-S; Woskie-S, Controlling Dust from Concrete Saw Cutting. Journal of Occupational and Environmental Hygiene, 2013 Feb; 10(2)c64-70. http://www.cic.gov/niosh/nioshtic-2/"20042808.html Akbar-Khanzadeh F, Milz SA, Wagner CD, Bisesi MS, Ames AL, Khuder S, Susi P, Akbar-Khanzadeh M, Effectiveness of dust control methods for crystalline silica and respirable suspended particulate matter exposure during manual concrete surface grinding. Journal of Occupational and Environmental Hygiene, 2010 Dec;7(12):700-11. http:Hwww.ncbi.nlm.nih.gov/pubmed/­21058155 HSE, On -Tool Controls to Reduce Exposure to Respirable Dusts in the Construction Industry —A Review. Health and Safety Executive, RR926, 2012, Derbyshire, U.K. http://www.hse.gov.uk/research/rrpdf/rr926.pdf Croteau G, Guffey S, Flanagan ME, Seixas N, The Effect of Local Exhaust Ventilation Controls on Dust Exposures During Concrete Cutting and Grinding Activities. American Industrial Hygiene Association Journal, 2002 6.3:458-467 http://deohs.wash ington.edu/sites/default/files/images/general/CroteauThesis.pdf Unpaved Roads, Parking Lots, and Open Areas Dust Control from Unpaved Roads and Surfaces, Code 373, USDA-NRCS, April 2010. http://www.nres.usda.gov/Internet/FSE DOCUMENTS/nres143 025946.pdf CPWA, 2005, Dust Control for Unpaved Roads, A Best Practice by the National Guide to Sustainable Municipal Infrastructure, Canadian Public Works Association. Colorado Forest Road Field Handbook, Colorado State Forest, Editor; Richard M. Edwards, CF; CSFS Assistant Staff Forester, July 2011. Fay L., Kociolek A., Road Dust Management and Future Needs: 2008 Conference Proceedings, Western Transportation Institute, March 2009. Chemical Stabilizers Interim Guidelines on Dust Palliative Use in Clark County, Nevada. Nevada Division of Environmental Protection, Feb. 2001. http://ndep.nv.gov/admin/`dustpal.pdf Bolander, Peter, ed. 1999. Dust Palliative Selection and Application Guide.. Project Report. 9977-1207- SDTDC. San Dimas, CA: U.S. Department of Agriculture, Forest.Service,.San Dimas Technology and Development Center. http://www.fs.fed.us/eng/pubs/html/99771207/99771207.html Dust. Prevention and Control Manual Page 36 ® Techniques for Fugitive Dust Control — Chemical Suppressants, City of Albuquerque NM, website last accessed on Oct-. 25, 2014. control USDA BioPreferred Catalog: Dust USGS Columbia Environmental Research Center Project; Environmental Effects of Dust Suppressant Chemicals on Roadside Plant and Animal Communities, Street Sweeping U.S. Department of Transportation, Federal Highway Administration, Stormwater Best Management Practices: Street Sweeper Fact Sheet. http://environment.fhwa.dot.gov/ecosystems/ultraurb/`3fsl6.z Agriculture and Livestock I Agricultural Air Quality Conservation Measures - Reference Guide for Cropping. Systems and General Land Management, USDA-NRCS, Oct. 2012. Dust Control from Animal Activity on Open Lot Surfaces, Code 375, USDA-NRCS, Sept. 2010. Residue and Tillage Management, Reduced Till, Code 345, USDA-NRCS, Dec. 2013. Herbaceous Wind Barriers, Code 603, USDA-NRCS, Jan. 2010. Michalewicz, D. A,, J. D. Wanjura, B. WI Shaw, and C. B. Parnell. 2005. Evaluation of sources and controls of fugitive dust from agricultural operations. In Proc. 2005 Beltwide Cotton Conference. Harner J., Maghirang R., Razote E., Water Requirements for Dust Control on Feedlots, from the proceedings of Mitigating Air Emissions From Animal Feeding Operations Conference, May 2008. California Air Pollution Control Officers. Association Agriculture Clearinghouse U.S. Department of Agriculture Natural Resources Conservation Service - Nevada, Fugitive Dust: A Guide to the Control of Windblown Dust on Agricultural Lands in Nevada..lan. 2007. Demolition and Renovation CDPHE, Demolition and Asbestos Abatement forms and information Dust Prevention and Control Manual Page 37 Earthmoving Activities CDPHE, An Overview of Colorado Air Regulations for Land Development, August 2014 https://www.colorado.gov/pacific/sites/default/files/AP Land -Development -Guidance -Document 1.pdf Working With Dirt When the Wind Blows http://www.gradingandexcavation.com/GX/Articles/Working With Dirt When the Wind Blows 5455 .aspx EPA — Stormwater Best Management Practices: Dust Control http://water.epa.gov/polwaste/­npdes/swbmp/Dust-Control.cfm EPA — Stormwater Best Management Practices: Wind Fences and Sand Fences http://water.epa.gov/polwaste/npdes/swbmp/W ind-Fences-and-Sand-Fences.cfm EPA—Stormwater Best Management Practices: Construction Sequencing http://water.epa.gov/polwaste/npdes/swbmp/Construction-Seauencing.cfm EPA—Stormwater Best Management Practices: Construction Entrances http://water.epa.gov/polwaste/npdes/swbmp/Construction-Entrances.cfm An Overview of Colorado Air Regulations for Land Development. Colorado Department of Public Health and Environment —Air Pollution Control Division. https://.www.colorado.gov/pacific/sites/default/files/AP Land -Development -Guidance -Document l.pdf Health Effects of Particulate Matter U.S. Environmental Protection Agency, Integrated Science Assessment for Particulate Matter. EPA/600/R-08/139F Dec.2009. http://cfpub.epa.gov/ncea/cfm/recordisplay.cfm?deid.=216546#Down load World Health Organization, Health Effects of Particulate Matter- Policy. 2013 http://www.euro..who.int/ data/assets/pdf file/0006/189051/Health-effects-of-particulate-matter- final-Eng.pdf Preventing Silicosis in Construction Workers, NIOSH http://www.cdc.gov/niosh/docs/96-112/ General Dust Abatement Handbook, Maricopa County Air Quality Department, June 2013. http://www.maricopa.gov/aq/divisions/compliance/dust/docs/pdf/Rule%20310-Dust%2OHandbook. pdf Fugitive Dust Control: Self Inspection Handbook, California Air Resources Board, 2007. http://ww.w.arb.ca.gov/pm/fugitivedust large.pdf WRAP Fugitive Dust Handbook, Western Governors' Association. Sept. 2006. Managing Fugitive Dust: A Guide for Compliance with the Air Regulatory Requirements for Particulate Matter Generation, Michigan Department of Environmental Quality. March 2014. Colorado Oil and Gas Conservation Commission, Rules and Regulations, Rule 805 Odors and Dust http://cogcc.state.co.us/ Dust Prevention and Control Manual Page 38 SECTION 04000 EROSION CONTROL AND INLET PRC INDEX OF ENVIRONMENTAL STANDA New Construction Activities for Municipa Street, Curb, and Gutter Replacement a Street, Curb, and Gutter Maintenance Spill Prevention and Response Utility and Storm Sewer System Mainte'l Utility and Storm Sewer System Replace Power Washing Vehicle Fueling Outdoor Fleet Maintenance Heavy Equipment and Vehicle Mainten4 OPERATING PROCEEDURES (ESOP) Construction and Construction 1 of 2 1 of 3 1 of 3 1 of 4 1 of 4 1 of 3 1 of 3 1 to 3 1 of 4 1 of 4 For More InformationW_1 Name Address I - i city, State, Phone e-mail Possible Pollutants 1 Sediment Chemicals Organics Trash Good Housekeeping Waste Management Employee/Contractor Training Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle Maintenance Parks and Open Space Maintenance Spill Prevention and Response Street, Curb, and Gutter Replacement and Construction Utilities and Storm Sewer System Replacement and Construction Vehicle Fueling New Construction Activities for Municipalities Description This fact sheet covers new construction activities disturbing less than one acre not subject to a CDPS Construction permit. New construction includes, but is not limited to buildings, structures, capital improvements, roadways, and recreational components such as trails, restrooms, and other structures. Procedures provided are general in nature and can be applied to any scale or type of municipal construction: When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures C 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 (USAGE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be Page 1 of 2 is C installed and maintained in standards. C Material stockpiles will not be control will be used during tei occurring. O Where feasible, grading activi- with approved design criteria and/or industry in stormwater flow lines. Temporary sediment y, short-term placement while work is actively should be scheduled during dry weather. o Best management practices will be periodically inspected and maintained as necessary. o Waste containment for concrete washout, masonry, paint, trash and other potential pollutants will be available wher� these activities are being conducted. o Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping prac�ices, and spill prevention and response. Employee Training o 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. o Periodically conduct refresher training on the SOP for applicable employees who perform new construction activities. Records The following records could be used to ocument activities performed: Y Records of employee training with sign -in sheet. References Cihj of Centennial SOP: New Construction SOP, August 2007. Mesa Counhj, Municipal Operations and Program, July 2005. 0 Page 2 of 2 For More. Information Name Address City, State Phone Street, Curb, and Cutter Replacement and Construction 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 involved in these activities should be used efficiently Organics Oil and disposed of properly. 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 DumpsterMlaste 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 defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Page 1 of 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, ensue sweep it up, and proper] • Do not perform concrete possible. • Monitor construction eqi • Leaking material contair • Store materials in contan drain inlet.. • Wash out mixers, delive washout area only. • Locate concrete washout drain inlets. • Material stockpiles will i sediment control will be ® is actively occurring. • Sweep or vacuum the ro construction is complete • Best management practic necessary. • Where practicable, non-s dust control, good house procedures. • Where practicable, non-s construction, dust contr( response. Bridge Construction • Do not transfer or load • Suspend drop cloths or i might be spilled into a w that no slurry enters the storm drain. Let the slurry dry, dispose of the sweepings or vacuum while saw cutting. asphalt paving work during wet conditions whenever nent for leaks and use drip pans as necessary. should be properly discarded and replaced. under cover when not in use and away from any storm trucks, or other equipment in the designated concrete portable toilets, and material storage away from storm be stored in stormwater flow lines. Temporary -d during temporary, short-term placement while work as needed, during construction and once will be periodically inspected and maintained as I controls will be used, such as phased construction, practices, and spill prevention and response actural controls will be used, such as phased good housekeeping practices, and spill prevention and materials directly over waterways. below any bridgework where wastes, scraps, or drips 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 plnt. 9 C J CJ 20 TO Lightfield Enterprises Inc. Gentlemen: You are hereby notified that on the Fort Collins, Colorado, has accept( City of Fort Collins project, 8469 G SECTION 00640 TE OF FINAL ACCEPTANCE day of 20_, the City of rk completed byLightfield Enterprises In for the 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 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: • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work e 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. e Use thermoplastic or epoxy markings in place of paint whenever feasible. o Use care to prevent splashing or spilling of any liquid material. Follow the mill Prevention and Response procedure should a spill occur. Employee Training o 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. o 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:. u Records of employee training with sign -in sheet. References City of Centemnial, Deparhnent of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stonnwnter Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. • For More Information Name Address City, State Phone e-mail Possible Pollutants Fine-grained sediment Organics Oil Saw -cut slurry Trash Good Housekeeping DumpsterlWaste Management Employee/Contractor Training Proper cleanup and disposal procedures Dry cleaning methods Related Procedures Spill Prevention and Response Street Sweeping Street Sweeper Cleaning and Waste Street, Curb, and Gutter Maintenance Description Street, curb, and gutter activities include concrete and asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and striping. Procedures involving the maintenance of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General • Protect storm drain inlets and drains with curb socks, rock berms, inlet protection, or drain covers/mats prior to any maintenance activity.. • 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. 1 of 3 'V:!'�S>re?F.H-3.'^.�±FT:�:m.T.w �x�T24:i, .:. ••QP;H,:c.*-a.A�$w..+'�!Y*'y'wb4+.1�=T,k�: sxYWw'+f�=%S:Xo!..%xTCn'!}i5'�htiis.�3'n"x.pd'.3:%a:471J<,". �.i;.!3L'.k'L+T�:apai'.-'.'.. ; h:"4�:fi Y�lfi�". Bridge Maintenance o Do not transfer or load any materials directly over waterways. o 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 C 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 e 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 o If possible, schedule painting and striping projects during dry weather. Y 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 o 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. o Periodically conduct refresher trailing 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 n U • Records of employee References City of Centennial, Department of City of Centennial, Department of PACE, Stormwater Best Management Optional Additional Reso Concrete truck washout BMP sr Gravel road maintenance with sign -in sheet. Works: Asphalt and Concrete Program, No Date. Works: Asphalt Program, No Date. Street Maintenance, No Date. 3of3 For More Information Name Address City, State Phone e-mail Possible Pollutants Chemicals Tonics Oil Paint Fuel i Good Housekeeping Spill Prevention and Response Description Due to the type of work and the materials involved, many activities that occur either at a municipal facility or as part of municipal operations have the potential for accidental spills. Some municipal facilities operate under Spill Prevention Control and Countermeasures (SPCC) plans that include procedures for spill response. Proper spill response planning and preparation enables employees and contractors to effectively respond to problems and minimize the discharge of pollutants to the storm sewer system. 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 e Keep work areas neat and well organized. Material Storage Y Maintain a Material Safety Data Sheet (MSDS) for Materials Management each hazardous chemical. Follow the Outdoor Outdoor Vehicle Maintenance Material Storage procedures. Vehicle Fueling o Provide tight fitting lids for all containers. e Keep containers clearly labeled. Labels should provide name and type of substance, stock number, expiration date, health hazards, handling suggestions, and first aid information. a Store containers, drums, and bags away from direct traffic routes to prevent accidental spills. Y Inspect storage containers regularly for signs of leaking or deterioration. o Replace or repair leaking storage containers. C Use care to avoid spills when transferring materials from one container to another. Page 1 of 4 11 C • Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment. o Do not wash down or hose down any outdoor work areas ortrash/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 kiI s or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists. o Inspect each spill kit or I cker regularly and after each spill response. Replace any spent supplies or repair any equipment that is worn or not suitable for service. o Stock adequate personal rotective 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 anti 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 Ithe spill and stop the spill at its source by closing a valve, plugging a leak, or set tuiga 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 cartnot 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. o Clean up spills immediately to prevent spreading of wastes by wind, rain, and vehicle traffic and potential safety hazards. • Use sand absorbents or locks, pillows, or pads to quickly capture spilled liquid and properly dispose of all clean-up materials. Use dry clean-up methods only.. o Complete all necessary Ieports. 0 Page 2 of 4 ,�--..,,»�� ,..t ^,•.� �z�W����'aa m.-,w� .,r ., ax'. w,� et�c.er+�aAe 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.cctptie.state.co. and http:/ /www.cdplie.stat 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 40 presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform spill prevention and response activities. Records The following records could be used to document activities performed: • Records of any major spills and the action taken. • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Good Housekeeping, No Date. City of Centennial, Department of Public Works: Materials Management, No Date. City of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stormwater Quality Pollution Prevention Guide for Municipal Operations: Parks Department Golf Coarse, January 2004. City of Lafayette, Spill Clean Up, No Date. Colorado Department of Public Health and Environment, Environniental Spill Reporting, January 2009. Page 3 of 4 M Y <rT:�`t'" - QY �• �l ]4? .'YY: f . P'tY.w._ - .2� - .4' ..s-+4'eK.b! • Mesa County, Municipal Operation USEPA Menu of BMP: Spill Respon cfpub.epa.gov/npdes/ storm L Maintenance Program, July 4, 2005. and Prevention, Ater/menuofbmps/, accessed July 5, 2009. is Page 4 of 4 For More Information Name Address City, State Phone e-mail Possible Pollutants Sediment Nutrients Metals Hydrocarbons Trash Good Housekeeping Utility and Storm Sewer System Maintenance Description This procedure addresses utility and storm sewer system maintenance.. Utilities include power, sanitary sewer, water conveyance systems, and the storm sewer system. Power includes electrical and gas utilities. Maintenance of power may require excavation and reinstallation of lines including open cut trenching or directional boring in landscaped areas or street right of way. Electrical and gas line maintenance ensures services are provided to businesses and households without interruption. WasteManagement 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 overflows may occur and can result in potential property Procedures 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 Replacement and 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. Page 1 of 4 11 is Procedures General o Conduct routine Where feasible, schedule • Monitor the jet/vac o Wash and fuel the jE Maintenance procec • Properly dispose of and maintenance on utility and storm sewer systems. activities during dry weather. truck closely for leaks and use a drip pan as needed. cuum truck per the Heavy Equiyment/ Vehicle truck contents. Stay alert for any signs lof illicit discharges. This includes "dry weather' flows or pipes or hoses emptyinlg directly into waterways or the storm sewer system. o Report any suspicious discharges or dumping. to your supervisor. Electrical and Gas Utility Maintenance o 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 �MPs. o 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 i is not flowing over exposed soil areas in order to minimize erosion. Water Line Breaks Contain spoils by disturbance. o Dewater the excavation e Discharge high chlorine water truck, through a c e Remove sediment from immediately following 1 Y Where needed, install a the repair. C If necessary, revegetate Sanitary Sewer Backup Clear line stoppage to berms or installing rock socks around the area of using a vac truck. to the sanitary sewer via the nearest manhole, to a inating diffuser, or other method of dechlorination. street, curb, gutter and storm inlets as heeded repair. patch or repave as soon as practicable following as soon as practicable following the repair. backup into house basements and manhole overflows. Page 2 of 4 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Lightfield Enterorises..lnc. (CONTRACTOR) PROJECT: 8469 Concrete Maintenance Proiect Phase I - 2019 Renewal 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. 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 o 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. o Replace or maintain "no dumping' stencils or plaques as necessary. • Remove trash from trash racks and grated openings. is Detention and Retention Ponds o 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. e 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 Drai nageways include drainage channels, ditches, grass swales, and washes. • hnspect drainageways for erosion and repair if necessary. • Remove and properly dispose of trash and debris from the drainageways. Remove sediment which could impede flow in drainageways. • Leave an unmown buffer when mowing adjacent to drainageways to filter pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply landscape chemicals in the buffer area. Page 3 of 4 E Employee Training o 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. o Periodically conduct refre perform utility and storm Records The following records could be usi o Records of employee traini References Center for Watershed Protection, Version 1.0, September 2008. City of Centennial SOPS Detention training on the SOP for applicable employees who ?r system activities. to document activities performed: with sign -in sheet. cipal Pollution Prevention/Good Housekeeping Practices: Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway City of Golden Stormwater Drainage A City of Greeley, Department of Public City of Greeley, Department of Public City of Lafayette Standard Operating I City of Lafayette Standard Operating 1 City of Lafayette Standard Operating 1 City of Lafayette Standard Operating l City of Lafayette Standard Operating City of Lafayette Standard Operating 1 Mesa County; Municipal Operations a Partners for a Clean Environment,! Optional Additional Resour Municipal codes and ordinances tt Inspection and maintenance frequ( Specific instructions on how to op( Instructions on how to track the ar Treated Water Discharge Plans for SOP, August 2007. Plan, February 2008. Storm Water Drainage Program, January 2008. Ditch Program, No Date.. re Ditch Cleaning, March 2009. re: Cleaning Storm Drain System, March 2009. re: Manhole Cleaning, March 2009.. re: Potable Line Flushing, March 2009. re: Sanitary sewer Backup, March 2009. re: Waterline Breaks, March 2009. Maintenance Program, July 2005. Drain Maintenance, No date.. relate to utility or storm sewer system maintenance. plan for the storm sewer system. applicable equipment. of debris collected. water maintenance. ® Page 4 of 4 IFor More Information Name ,Address. City, State I Phone 4 eanail ` Possible Pollutants Sediment Chemicals Organics - Trash Good Housekeeping Waste Management Employee/C o n t m ct o rT ra i n i n g Proper Cleanup and Disposal Procedures Related Procedures Heavy Equipment and Vehicle Maintenance Parks; and Open Space Maintenance Spill Prevention and Response Street, Curb, and Gutter :Replacement and Construction Utilities and Storm Sewer System Replacement:and Construction Vehicle Fueling F Utility and Storm Sewer System Replacement and Construction Description This procedure covers utility and storm sewer system replacement and construction. Utilities include power, storm sewer, sanitary sewer, water conveyance systems. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws; and regulations. Procedures General G Obtain all applicable federal, state, and local permits for construction projects. The Colorado Stormwater Construction General permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger common plan of development. A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Page 1 of 3 • o Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps,) sediment control logs, check dams and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and / or industry standards. • When saw cutting, ensue sweep it up, and properl • Where feasible, grading . Do not perform concrete possible. • Monitor construction eq . Leaking material contair • Store materials in contan drain inlet. • Wash out mixers, deliver washout area only. • Locate concrete washout drain inlets. Material stockpiles will : sediment control will be is actively occurring. C Sweep or vacuum the construction is compli C Best management necessary. Where practicable, dust control, good procedures. Emergency Repair and Replacement Emergency Discharges are defined the available BMPs due to the unco these events is to identify and mitif sediment or other pollutants will bf Refer to the Spill Prevention and Rf that no slurry enters the storm drain. Let the slurry dry, dispose of the sweepings or vacuum while saw cutting. will be scheduled during dry weather. asphalt paving work during wet conditions whenever for leaks and use drip pans as necessary. should be properly discarded and replaced. under cover when not in use and away from any storm trucks, or other equipment in the designated concrete portable toilets, and material storage away from storm be stored in stormwater flow lines. Temporary �d during temporary, short-term placement while work as needed, during construction and once will be periodically inspected and maintained as l controls will be used, such as phased construction, practices, and spill prevention and response ituations in which it is not possible to implement all of fled nature of the discharge. The primary focus during the cause as soon as possible. Clean up of resulting rformed as soon as practicable following the emergency. nse procedure for reporting requirements. 40 Page 2 of 3 Employee Training o 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. e 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: Drainagezoay 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 sezoer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Page 3 of 3 City of Fort Collins Regulatory and Government Affairs ® ForftytCollins LJ Environmental Standard O ESOP —Power Washing Verification Originator Revised. Appr i4d Issued Initials pate LR Oct.09 ss 10/1910§ ng Procedure (ESOP) re 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, ctivities. Document I:\RGA Division\SOPs\ESOPs location: Revisions Rev. Date No. Description 001 002 Procedure Index 1.0 Purpose 2.0 Scope 3.0 Process 4.0 Training Requirements 5.0 References/Related Docur 6.0 Records Revision date: 10/19/2009 nts Page 1 of 3 City of Fort Collins Regulatory and Government Affairs Division Fort Collins Verification originator Revised Approved Issued Initials Rate LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater 1.0 Purpose 1.1 The purpose of this ESOP is to describe the appropriate methods of handling power washing wastewater. 2.0 Scope 2.1 The scope of this ESOP is limited to the description of the allowable methods of the disposal of power washing wastewater and the protection of the storm drainage system; the scope does not include specifics on how to power wash. 3.0 Process 3.1 Power washing wastewater must be prevented from running uncontrolled in the City's storm water system. The system includes streets, inlets, gutters, ponds, creeks, ditches, and the Poudre River. During the power washing activity, ensure the wastewater is controlled by the utilization of the natural slope of the land, or barriers such as inlet covers. Use of barriers on an impermeable surface also requires that the wastewater be vacuumed, collected, and disposed of properly. 3.2 General pollution prevention procedures: A. Use dry methods for surface pre -cleaning, such as using absorbent on small oil spots and sweeping up trash, debris, dirt, and used absorbent before power washing. B. Minimize the amount of water used during power washing activities. C. Avoid using cleaning products that contain hazardous substances (e.g., hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn wastewater into hazardous waste. 3.3 Prior to power washing, decide on one of the following methods of disposal: D. Landscape -.-power washing wastewater may be discharged to landscaped areas if the materials used and the material removed are not harmful to vegetation, there is no ponding, and there is no uncontrolled runoff to the storniwater 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 r: City of Fort Collins Regulatory and Government Affairs ® Ffty ort Cottins r: Environmental Standard O Verification _O igiriato - Revised Approved Issued Initials LR ss Date Oct.09 7oil 9/09 ng Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater please contact the industrial pretreatment office at221-6938. 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 cov system.. 3.6 If you are working in such as South Fort Ci district's industrial pre 40 Training Requirements 4.1 The training requirem Management of powe 5.0 References / Related I 5.1 htto://www.cdr)he. 5.2 1 may not be removed for disposal to the wastewater area that is serviced by a neighboring wastewater district, ns Sanitation or Boxelder, it is necessary to contact that �atment coordinator before discharging to their system. nt associated with this procedure is knowledge of the proper Washing wastewater. )cuments 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 vi ashing activities and departments responsible for conducting power washings,: 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 i 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 i state and federal codes, laws, and regulations. Good Housekeeping Procedures Drip pans General Secondary containment o Fuel vehicles at approved locations (municipal fueling Automatic shutoff nozzles station or offsite fueling station). Signs 0 Provide spill kits near the municipal fueling location. Spill response plans Spill cleanup materials o 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 Related Procedures o All fuel tanks will be inspected per.State and Federal 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. o Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly. o Report leaking vehicles to fleet maintenance. Page 1 of 3 40 r� u Vehicle Fueling • Follow all posted warnings. o Ensure that the nozzle is pr dispensing any fuel. • Remain by the fill nozzle w o Do not top off the tank of tt • Follow the procedures oud respond to any leaks or spil inserted in the filler neck of the vehicle before fueling to ensure the nozzle stays in place.. vehicle once the nozzle has shut off the fuel. in the Spill Prevention and Response Procedure to • Clean fuel dispensing areas with absorbent material. • Never use water to clean up a spill. Mobile Fuel Truck Provide inlet protection inlets when transferring . Use secondary containment All gas cans must be placed ground when fueling. • Use a funnel to transfer fuel the funnel should be dried i the ground. Employee Training o Train applicable employees regarding how to avoid and o Periodically conduct refresher vehicles. berms; weighted inlet covers) for nearby storm drain and fueling a vehicle. ien transferring fuel from the tank truck to the fuel tank. the secondary containment box/pan and remain on the to vehicles and equipment. After the transfer is complete, rith a rag or placed in a container to avoid dripping fuel on fuel vehicles on this written procedure. Information in spills will be presented during the training. on the SOP for applicable employees who fuel Records The following records could be used to document activities performed: e Records of employee training wJith sign -in sheet. References Center for Watershed Protection, 1.0, September 2008. Pollution Prevention/Good Housekeeping Practices: Version City of Centennial SOP: Vehicle Fueling, i ugust 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 ® Signed this day of ATTEST: STATE OF COLORADO COUNTY OF LARIMER Subscribed and sworn to before by ® Witness my hand and official seal. �7 My Commission Expires: ME CONTRACTOR: LIGHTFIELD ENTERPRISES INC. By: Title: )ss. this day of ►so 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 C U • Outdoor Fleet Maintenance For More 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 I building, breakdowns, service calls). Toxins i 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 Brake fluid and brake pad dust Spill Prevention and Response procedure and the Vehicle Fueling procedure for additional information on those Battery acid i topics. Motor oil Fuel (gasoline, diesel, kerosene) When services are contracted, this written procedure 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, Tarps and regulations. Covered outdoor storage areas Procedures Secondary containment Fleet Maintenance Proper disposal of used fluids 0 Fleet maintenance should be performed inside Spill cleanup materials whenever possible. Dry cleanup methods o 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. o 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 e Perform regular preventative maintenance to minimize the occurrence of leaks and major repairs. Recycle and/or dispose of all wastes properly and promptly. Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Clean up spills promptly using dry methods (do not hose down). Consult the Prevention and Response procedure for more information. Cleanup is completed only after absorbent.and rags are disposed of properly. Body Repair and Painting e Whenever possible, conduct all body repair and painting work indoors. e 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. e 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. e Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management e 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. e All hazardous wastes must be labeled and stored according to hazardous waste regulations. e Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers. o Store new batteries securely to avoid breakage and acid spills. e Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. e Conduct periodic inspections of storage areas to detect possible leaks. Page 2 of 4 r-1 LJ • 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 barrel and containers, and store them indoors or under cover to reduce exposure to rain. o Periodically inspect and aintain all pretreatment equipment, including sumps, separators, and grease tr ps to ensure proper functioning. Parts Cleaning e 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. o Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. C 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 spiil onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. • Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the storm or sanitary sewer systems. Vehicle and Equipment Washing o Vehicles should be washed, whenever possible, in the municipality's vehicle and equipment wash area/bay or taken to a commercial car wash. Employee Training a Train applicable employees n this written procedure. Information regarding how to avoid and report spills will be presilted during the training. Periodically conduct refr perform outdoorvehicle Records The following records could be • Record of any major sl • Records of employee t o Heavy equipment and training on the SOP for applicable employees who to document activities performed: and the action taken. with sign -in sheet. maintenance logs. Page 3 of 4 WVA:Y"aa�atnc �s,�v ., tika;: b�. a-ix34� "<'g._-�;.•..t3�+_MfC4•z'Y4bs"zae"'ryx.i>Eia,9LYf1iTA.!'c �-arrEUTiA;iwa.. ...":v.r`.. *-v.2_= C-+.+., 02'.'M 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. Page 4 of 4 For More Information Name Address City, State Phone e-mail Possible Pollutants Metals I Toxins Solvents (degreasers, paint thinners, etc.) Antifreeze Brake fluid and brake pad dust Battery acid Motor oil Fuel (gasoline, diesel, kerosene) 1 Lubricating grease Good Housekeeping Drip pans Tarps Covered outdoor storage areas Secondary containment Proper disposal of used fluids Spill cleanup materials Dry cleanup methods Employee training Related Procedures Material Storage Outdoor Fleet Maintenance Spill Prevention and Response Street Sweeper Cleaning and Waste Vehicle Fueling Vehicle Washing • eavy Equipment and Vehicle laintenance uescription Regular maintenance of municipal vehicles and equipment, or municipality -contracted vehicles and equipment prolongs the life of the municipality's assets and prevents the leaking of hazardous fluids commonly associated with normal wear and tear of vehicles arid equipment. I ntial pollutants generated at vehicle maintenance facilities xde oil, antifreeze, brake fluid and cleaner, solvents, batteries fuels. . services are contracted, this written procedure should be led to the contractor so they have the proper operational dures. In addition, the contract should specify that the actor is responsible for abiding by all applicable municipal, and federal codes, laws, and regulations. aures Zance activities should be performed inside a maintenance g unless the equipment is too large to fit inside or ary repairs need to be made before the equipment can be to the maintenance building. Consult the Outdoor Fleet Zane procedure when it is necessary to perform repairs of the facility (breakdowns, service calls, etc.). Storage C Monitor vehicles and equipment closely for leaks and use drip pans as needed until repairs can be performed. When drip pans are used, check frequently to avoid overtopping and properly dispose of fluids. e Drain fluids from leaking or wrecked vehicles and from motor parts as soon as possible. Dispose of fluids properly. Page 1 of 4 Vehicle Maintenance C Conduct routine inspections of heavy equipment and vehicles to proactively identify potential maintenance needs. e 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 o 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 urdess 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. o 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. e 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 barrel) and containers, and store them indoors or undercover to reduce exposure to rain. o Periodically inspect and maintain all pretreatment equipment; including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning Y 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. . I o 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 div�rt them back to the tank. Allow parts to dry over the hot tank. o Recycle cleaning sole waste to the sanitary Vehicle and Equipment Washing G Vehicles should be wa area/bay or taken to a when it becomes too dirty to use. Never discharge cleaning �r or storm sewer. in the municipality's vehicle and equipment wash nercial car wash. Employee Training o 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. I Periodically conduct r heavy equipment and Records The following records could be u! C Record of any major spills G Records of employee training on the SOP for applicable employees who perform maintenance. to document activities performed: 1 the action taken. with sign -in sheet. G Heavy equipment and vehicle maintenance logs 3of4 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. Stormzvater 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 of Fort Collins ®� Streets Y Vine 0 Legend ®Concrete Phase t Projects 2019 Hydro ® Schools j City Limits '. Elizabeth 1 & Plum O 82 Hickory t 11' I Ho Laporte 2 STREET MAINTENANCE PROGRAM (SMP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 Old Town _ T� Yi�rStover North Pltkln Phase 2 l Manhattan) Dahila to Ensenada and Walden Way Area 2 Pr ject Area: ALL 5 Map 1 of 15 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins. Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Lightfield Enterprises Inc. PROJECT: 8469 Concrete Maintenance Proiect Phase I - 2019 Renewal CONTRACT DATE: March 14, 2019 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. C City of STREET MAINTENANCE PROGRAM (SMP) F6r't Collins Phase 1Concrete Projects 2019 Revised January 17, 2019 Streets in A %W-1 'WN-0 � ®%ods ® w 11 ® c ro -E °o ac a. �- cQas; �C- G i (�7 t W Olive St m W Olive St N W Olive St co W Olive St i f o Woodford Ave- c ¢i L w E120 cpe _,. E Q) n W Magnolia St -------'---- W Magnolia S ,� W Magnolia St W 'MaglWaSt Magnolia 05 I ME W Mvrde St W MyrU4�t W Myrfie:St I _ W Myrtle StI W Mvrtle5t 10 > d N $ a. 65 0 > i5 O U' N O O L O N (` i'Ur , DKSFIOP U0 N N N Legend 'Concrete Phase 1 Projects 2019 Hydro ® Schools =City Limits Project Area; Westlawn Map 10 of 15 F®rt of Streets iEi U � T .Pleasant Valle Pleas, m o Valley C � N so Ct Currant Blyd 1 Fac9 Legend Concrete Phase 1 Projects 2019 0 Hydro ® Schools City Limits STREET MAINTENANCE PROGRAM (SMP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 Orchard PI, m Orchard PI � Orchard PI ` Orchard PI 7 Orchard PI Orchard PI �� a •�G om 1..a E \° 1 )1 al. 5 Jaerger,Ct IPCtF F. v � " m N' n mI E m.. W Plum St x W Plum St W;Plum St W Plum St yrin7b i c'S (L r B_aruett_Dr b - Flintiidge PI Bradbury Ct Br a p` n o a m g d 7s It o n m o. W Lake St CI o W Lake St L ke St rea: Pleasant Valley Map 11 of 15 Fort Collins Streets l P s p or;,,Ore � hp, 0 c N Orchard PI Orchard PI o` Broadview PI o` m T Y W PI lister Ct 8 Clearview Ave Clearview Ct .' -- Clearviewiew Ave 0 iY O i N N Iv pWOpd Skyline Dr Legend Concrete Phase 1 Projects 2019 Hydra ® Schools City Limits Leesdale Ct STREET MAINTENANCE PROGRAM (SMP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 51 5.i Q W Myrtle stco _ 3 ii .Y to¢. \ __ __.____WestviewAve Wesfview p' y a ri y o`_ Ave , Co V i� Crestmore PI ¢, 9 > rLnCrestmore PI Y m Crestmore PI :-- '--'---'--'--'--- to �— > o- - Wore �.+ ------ � v Birch St a Birch St O - 5 U W Plum St 12 IZ I ❑ Wi 0 U yI Q' � ml ai a S a o'� I Westward Dr t—__ is �. �8 a I U o g .� I i. Lakewood Dr - = m m, n 0 > p to iU U R Project Area: W. Elizabeth 1 & Plum Map 12of16 STREET MAINTENANCE PROGRAM (SMP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 to O' NN p fn N(A m E n N rn .Locust St j Locust St - Locust S. - N y St Locust - ; t L rn ,�._" t m t i N N 12 Id a Elizabeth,St E Elizabeth"St , ._ 'E Elizabeth St E Eli ` E£6zabeth .St \ E Eliiat;dff St / F6rt of ®� Streets STREET MAINTENANCE PROGRAM (SMP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 i N •�'I a 3 ml m m Locust. St aLocust St - Locust St , la i la m E Elaabeth §t rn 'E Elizabeth S j E Elizabeth 1. - Eliiab Ah`St (m "o E Elizabeth Si OPEN/gRMS fR G PRESCHOOL tij ' 1;4ARRI - i i BILINGt IMMERS Garfield St Garfield.St a ie .. ------ ' ---— --- -`---- IN ,N in m r orN 0 E Eliiabeth'St LN Edwa s St Edwards St iO�.StE Edwards St . Edwards St Edwards St Pitkia.S EPitkinSt EPitkin St E Pitkin St ! °" E':Pitkin:Sf .. _� E.PRkin Bt ' _in E Pitkin IP,tk,n E Pitkin StiE Pdkin.5t' E Pi;kin St E Pitkin St"Buckeye �ORAO -St"/SAuckeye St"NIVERSITY ___:._ ._... ❑ � � � U) e� Legend ®Concrete Phase 1 Projects 2019 Hydro ® Schools City Limits i I m � m `m i Project Area: Pitkin Phase 2 i i Lake St Map 15of15 Ciof `Fort Collins ® Streets Longworth Rd. Legend �—Concrele Phase 1 Projects 2019 Hydro Schools City Limits STREET MAINTENANCE PROGRAM (SMP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 u m Rf C;` �F �S Michael �Ln W Lake St w Area: Westbridge 1 & 2 Map 16of15 FFort Collins Streets U Legend =Concrete Phase 1 Projects 2019 Q Hydro ® Schools = City limits STREET MAINTENANCE PROGRAM (SMP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 N Project Area: Hickory 1 z M, ITA Ct Map 2 of 16 City of �.6rt Collins Streets 0, Poe .. Q- i \ G 02% Century Dr STREET MAINTENANCE PROGRAM (SMP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 22 O` I G`j or0, �0. �d I� o. w0 ON Marble Dr - Iy f7PENHEARTSI0ISTIAN m "� HOOL Rnnf6won Afm U RAAthaven St. __ Legend 4=Conaete Phase 1 Projects 2019 0 Hydro ® Schools City Limits V o` Bonita Ave Area: Dahlia to Ensenada Ct & Granite Map 22 of 15 City of F6rt Collins Streets .2 Tradition 6t 0 Colony Ct .1 C) L) STREET MAINTENANCE PROGRAM (SMP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 K r L _71 Iva C/ - C, 0 r /oU 30 10,rn a: 0 0 Ha.. K U) Or m C =r Bonita Ave Ft Bonita Ave 003 Naven. Or o II 4aven Or >4 Creger Or orona( Ve IF- > NN Coronado E 0 Ave Oe"n"o" Dennison p,,Ie m -- -;son - 241 Dennison Ave U) C!an DP"4e 'b 'd r e rnison��,] '___Dennison Ave-.--- Wabash 0"//22 Z c M ColboardDr 0*, Albion Way ------------------ ---- --- --- ot 0SablStioryC c� m 0 ,W � J�, W Boardwalk Dr 12 alk Lj� Cr 2fo V� ibash St 'WVa6a,6 St Wabas St lk- ECEMEN, > 23 Mapleton Ct h 2 Butte 00 Butte Starling _Ipass Or B, Pa ri 21oass Or Starling St St 1 0 utte, Pass Or 0, t B m VWV 7,-r*- 0 0 WTro-utman am U) YVTroytman Pkwy P�wy 2 Pktv0 an 0) �WTrou6§ ctman WTroutman 7-, Pkvvy Pkw a m rout,, 8 , WY \N 'To 0) :2 Guillemont St INTroutma Q 0 C Pkwy W Trdutrnan Pkwy cil 0 0 W Troutman V Troutman Pkwy W Troutman Pkwy ear 0 Bear 0 Pk 0 ;utman PkWY �E 6 C11 0 t5 :3 E WY ek Or Creek M 'n 0 M rn 2 D Bear Creek Or 0 �2 c' Thrasher 0 St Legend CZ=Concmte Phase I Projects 2019 = Hydro EMSchools M City Limits Project Area: Manhattan 1 Map 23 of 15 -'Fort Collins ®� Streets W Olive St Legend mConcrete Phase 1 Projects 2019 = Hydro ® Schools Q City Limits STREET MAINTENANCE PROGRAM (S'MP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 N q 2. .., C a a° Area: Impala m G� 1A o°a ocis �a 0 0 n W Olive Ct n a 0 °° m m. Woodford. Gt 9 2O2' GI m m W Magnolia Ct 01 �1 0 no ® SECTION 00670 APPLICATI N FOR EXEMPTION CERTIFICATE • City of STREET MAINTENANCE PROGRAM (SMP) F„6rt Collins Phase 1 Concrete Projects 2019 Revised January 17, 2019 Streets z C� Q 0 N—a 15 3 0 N C �3. Z,'. m Maple St I Maple St Stj"-----------------------� Maple St ------------_. Cit y 0 O Q N E 0 0 J 1 ' > Q i Z C Q ci C Z' 0 m I C t N � �i I I� Z W Mountain Ave 0 Legend ©Concrete Phase 1 Projects 2019 Hydro ® Schools =City Limits N E 0 0 qJ� .61 Q Project Area: Laporte 2 Map 6of15 ri.F.• r f CTDCCT MAIAITFUAAICC 0I7rl(_DAM /CMD1 Fr` C® Ins Phase 1 Concrete Projects 2019 Streets Revised January 17, 2019 TM o. Cherry St "Cherry:St Cherry St Cherry Cherry St Cherry St Cheri St Chefry_St - - �" - - --- - Cherry S - NI E 0 32 d z Maple St . i l Maple St y co. 6 z z N E 2 a Laporte Ave Z ' SST-JOSEPHS SCHOOL Legend ®MOCo Concrete Phase 1 Projects 2019 Hydro ®Schools- -- City Limits Project Area: Howes 1 Map 6 of 15 Cityof STREET MAINTENANCE PROGRAM (SMP) F„6rt Collins Phase 1 Concrete Projects 2019 Revised January 17, 2019 Streets 5 LaDOite AVe i<cp a U Z a,'vfs my`S� ; \tv JO f F:Mountain Ave rn fountain Ave i a S y L� n. ak v FFw E O k St EOak'St E Oak St 5 E Oak St 8 1 3 0 mi m a A N tI I W Olive St E Oli a St E Olive St EOlive St I ---___ E Olive St —_-- _ ---- - -- ___. _.... .. ........__. _._...._--- .. ____ ..___ —_._ . ____._-_ ' m o 0 05 d � v, K m m i� d a I t. I I I E Magi o1a Magnolia Magnolia IMagnolia..St YOUNG'PEOFCE'S .. - LEARNINGQ I GENTER I I : 0 di L Legend oConcmte Phase i Projects 2019 Q Hydro ® Schools City Limits Project Area: Old Town Map 8of16 of Fo,rt Collins Streets E Olive St E 5F V Legend ®Concrete Phase 1 Projects 2019 Hydro Schools City Limits St E Maonolia St STREET MAINTENANCE PROGRAM (SMP) Phase 1 Concrete Projects 2019 Revised January 17, 2019 E Protect Area: Stover North & Cowan a' w St Map 9 of 15 0 A 0 • SECTION 00300 BID FORM DR 0172 (08/30/13) COLORADO DEPARTMENT OF REVENUE Denver CO 80261 - 0009 (303) 239-SERV (7378) Contractor Application for Exemption Certificate Pursuant to Statute § 39-26.708(1),(2),&(3) 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 pu rchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become a part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Departmental Use Only IIIIIIIIIIIIIIIIIIII011111111�IIIIIIIIIIIIIIIIIIIII 130172 1999.9 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.) Send completed forms to: Colorado Department of Revenue, Denver, CO 80261 - 0009 Failure to accurately complete all boxes will cause the application to be denied. Contractor/Account No. (Leave blank if filing for the first time) 89- Period (MMnr-mmnv)© Contractor Information Trade name/DBA Owner, partner or corporate last name First Name - - Middle Initial Mailing Address City State Zip E-Mail Address FEIN Bid amount for your contract Fax number Business Phone number - Colorado withholding tax account number Exemption Information Copies of contract or agreement page, identifying the'contracting-parties, bid amount, type of work, andsignatures of contracting parties must be attached Name of exempt organization (as show on contract) Exempt organization's number 98 Address of exempt organization City State Zip Principal contact at exempt organization -Last Name First Name Middle Initial Physical location of project site (give actual address when applicable and Cities and/or County (ies) whereproject is located) City State Zip Principal contact'stelephone number Scheduled construction start date (MM/oDnv)4) Estimated completion date (MMioonv)p I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of the business owner, partner or corporate officer Title of corporate officer - Date (MM/DD/vv)0 (Do not write below this line) is CJ L u • 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 prime contractor. Copies of all Certifia retained by the > that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business fora 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 GENERAL CONDITIONS rl LJ GENERAL CONDITIONS I .I CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Docmnents Committee, EJCDC No. 1910-6'(1990 Edition), as a base. Changes to, that doc6ment are shown by underlining text that has been added and striking ithroueh tact that has been deleted. EJCDC G WITH CITY 0 MAL.CONDITIONS 1910-8(1990'EDITION) FORT COLLINS MODIFICATIONS (REV 9/99) Article ot-Paraaph Number &. Title TABLE OF CONTENTS OF GENERAL COMMONS Page Article or Paragraph Number Number & Title DEFINITIONS 1.1 Addenda 1.2 1.3 Application for Payment ....................... I 1.4 Asbestos 1.5 Bid 1.6 1.7 Bidding Requirements .......................... 1. 1.8 Bonds J 1.9 Change , Order ...................................... I 1.10 Contract Documents I 1.11 Contract Price 1 1.12 Contract Times ................. ..................1 1.13 CONTRACTOR 1 1.14 defective.............................................3 1.15 Drawings ...................... I—, ........ 1.16 Effective Date of the Agreement ........... 1 1.17 ENGINEER. ......................................... 1 1.18 ENGINEERS Consultant 1.19 Field Order,;,-,;,,,;:,,,,:.. 1.20 General Requirements ........... _ ............ 2 1.21 Hazardous Waste ................................ 2 1.22.a Laws and Regulations; Laws or Regulations ........................................ �2 L22.b Leo Holidays ..................................... 2 1.23 Liens 1.24 Milestone 1.25 Notice of X� .................................. 2 1.26 Notice to Proceed.................................2 147 OWNER.........__........ 1) 1.28 Partial lidn at- * I ....... I ........... ................................2 1.29 PCBs 1.30 Petroleum 1.31 .- .......... ..................... Project:._ ............................. . 2 1.32.a Radioactive Material ....................... 1.31b Regular Working Hours ...................... . ) 1.33 Resident Project Representative ............ 1.34 Samples. 1.35 Shop Drawings ...........................I...... 2 1.36 Specifications .....................................2 1.37 Subcontractor,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,9 2 1:38 Substantial _Completion, , ................ . L .... ­� 1.39 Supplementary Condit' tons .................2 1.40 Supplier, ...................... ...................... 1,41 Underground Facilities ..................... 2-3 L42 Unit Price Work- ............. ................. 3 1.43 Work 1.44 Work Change Ducaive....................... 1.45 Written Amendment Page Number PRELMNARY MATTERS ................................ 3 2.1 Delivery o.fBor* ............................3 2.2 Copies of Docurnents:....................... 2.3 Commencement of Contract Times; Novice to Proceed,,,,,,,,,,,_„ 3 2.4 Starting the Work.. ......................... 3 2.5-2.7 Before Starting Construction; CONTRACTORS Responsibility to Report; Preliminary, Schedrles:, Delivery of Certificates of insurance, .................................. 34 2.8 Preconstruction Conference A 2.9 Initially Acceptable Schedul". ......... 4 CONTRACT DOCUMENTS: INTENT, AMENDING', REUSE ................ ...... ............... 4 3.1-3,2 Intent 3.3 Reference to Standards and ' Speci- fications of Technical Societies; Reporting and Resolving Dis. crepancies ................................. 4-5 3.4 Intent of.Certain Terms or Adjectives. .................................... 5 3.5 Amending Contract Docim ents: ........ 5 3.6 Sypplem imting Contract D(icurrents 3.7 Reuse of Docum ents 5 4. AVAILAKLITY OF LANDS, SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE poiNTs 4.1 Availability of Lands;,,,,,,,,,,,,,,,,,: J-6 4.2 Subsurfice and Physical Conditions 6 4.2.1 Reports and Drawings ...................... 4.2.2 Limited Reliance by CONTRAC- TOR Authorized; Technical Data 6 4.2.3 Notice of Differing Subsurface .or Physical Conditionq .................. 4.14 ENGMERs Review 6 4.2. Possible Contract Documents Change.................. ................. 4.2.6 Possible Price and Tim& Adjustments ...............................4 7 4.3 Physical Conclitions--Underground Facilities .......................................7 4.3.1 Shown or Indicated 7 43.2 Not Shownw'n or Indicated ...................7 4.4 Reference Points EJCDC GENERAL CONDITIONS 1910-9 (1990 EDITION) W/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 0 0 11 0 Article or Paragraph Number & Title 4.5 Asbestos, PCBs, Petro :hazardous Waste, or Radioactive M&itr, 5. BONDS AND INSURANCE ... 5A-5.2 Peirf"ance, Pa CT 5.3 . ... .............. Licensed Sureties Certificates of It 5.4 CONTRACTOR'S 5 5 OWNER!s Liabili 5 6 Property Insuranc 5.7 Boiler and Machi tional Propertv: 5.8 Notice of Cana 5.9 CON-TRACTO] for Deductible 5.10 Oth& Special'I 5.11 Waiver of Righ 5.12-5.13 Receipt and AF Insurance Prc 5.14 Acceptance of I anec Option 5.15 Partial Utilizat Insurance:..... 6. CONTRACTORS RESPONS. 6.142 Supervision and 6.3-6-5 Labor, Materials 6.6 Progress Schedul 6.7 Substitutes and " CONTRACTOI Substitute Cons 6."Al 6.12 6.13 6.i4 6 15 6.'16 6.17 6.18 6.19 6.20 &-21 6.22 ,6,23 6.24 ifi Suppliers and Waiver of Rig Patent Fees and Permits,_,,,,,,,,, Laws and Pegu] Taxes .............. Use of Premises Site Cleanlines! Safe Structural: Emergencies..... Shop Drawings; Page Article or. Paragraph Number Number &Title ................... 7-8 .............. ................ 9 y Insurance ............... 9 %.......................... 9-10 icry or Addi. isurance.................10 tion ProNision 10 Responsibility mounts ................... 0 trance 10 ............................... I I 10-11 I Insa- ..................... .ITIES .rintendcnce ....... 11 Equipment... 1142 ............... j 2 Squal" Items; ........................ 33-14 oyrelties............ 14 ions ........... ..... 1445 ............... 15 ading, ............... ..... j , 5 % .............................15 ion 1546 Live cation Programs ...... 16 .........................1....16 id Samples ..............16 Page Number 6.25 Submittal Proceedures-, CON- TRACTORs Review Prior to Shop Drawing or Sample Submittal.................................... 16 6.2.6 Phop Drawing k Sample Submit- tals Review by. WQINEER ...... 1&17 6.27 Respcinsilxility for Vaiiatial-s From Contract Documents ........... 17 6.28 Related Work Performed Prior to ENGINEERS Review and Approval of Required Subrnittals..................................17 6.29 Continuing the Work .....................17 6.30 CONTRACTORs General Warranty and Guarantee ..... ........ 17 631-6.33 Indemnification, ........................ 17-18 &34 Survival urvival of Obligations ................... j 8 7. OTBER WORK j 8 7.1-7.3 Related Work at Site IS 7.4 Coordination............ ....... ...... .18 S. OWNER'S RESPONSIBILITIES .........................18 SA Communications to CON- TRACTOR 18 8.1 Replacement of ENGIMEEk ........... IS 8.3. Furnish Data andPay Promptly When Due ... 18 8.4 Lands and Eascmc4lts; Reports and Tests ........ ; ....................... 118-19 8.5 Iniuirance ....................................... 19 8.6 Change Ordars,,_, ................ J9 8.7 Inspections, Teas and Approvals ...................................19 8,8 Stop 9rSuspend .Wcrk;. , Terminate CONTRACTOR's services 19 8.9 Limitations on OWNER'S Responsibilities ............................19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material .................... J9 8.11 'Evidence of F=ncixl Arrangements,., ..... .............. ;..19 9. ENGINEERS STATUS DURING CONSTRUCTION 19 9.1 76WNERsRepriesentativ6 ....... ........ 19 9.2 Visits to'sitc 19 9.3 Project Representative., ............ ;jSl.2l 9.4 Clarifications and lnterprea tations............................ ........... 2.1 9.5 Authorized Variations in XWk lati ....... :jl EK3)C (1ENEKAL CONDITIONS 19[Q.9(1990EDITION) W/ CITY OF FORT COLUNS MODIFICATIONS (REV 9M) Article or Paragraph Number & Title Page Article or Paragraph Number Number & Title 9.6 Rejecting Defective Work ......... ; ......... 2l 9.7-9.9 Shop Drawigs, Change Orders and Payments .................................... 21 9.10 Determinaticris for Unit Prices ...... 21.22 9.11-9.12 Decisions on Disputes-, ENGI- NEER as Initial Interpreter ..............22 9.13 Limitations on ENGINEER'S Authority and Responsibilities;,,; 22-23 CHANGES IN THE WORK ....................................... 23 10.1 OWNERs Ordered Change ................23 14. 10.2 Claim icir Adjustment 23 lu Work Not -Required by Contract Documents 23 10.4 Change Order; ................................. �23 10.5 Notification of Surety ........................23 CHANGE OF CONTRACT PRICE .............................23 11.1-11.3 Contract Price; Claim for Adjustment; Value of the Work 23-24 11A Cost of the Work .......................... 24-25 11.5 Exclusions to Cost of the Work 11.6 CONTRACTORs Fee ........................25 11.7 Cost Records ................................ 25-26 11.8 Cash Allowances ............................... 26 11.9 Unit Price Work ......................... ...... 26 CHANGE OF CONTRACT TIMES ............................26 lil Claim for Adjustment ........................ 26 12.2 Time of the Essence ....................... .. 26 12.3 Delays Beyond CONTRACTORs Control ....................................... 26-27 12.4 Delays Beyond OWNERS and CONTRACTORs Control ....... I... ...... 27 TESTS AND INSPECTIONS; CORRECTION. REMOVAL OR ACCEPTANCE OF DEFEC77PE WORK..................................................27 13.1 Notice.of Defects., ............................. 27 13.2 Access to the Work 27 13.3 Tests and Inspections; CONTRACTORs Cooperation,,,,,,,,, 27 13.4 OWNEWs Responsibilities; Independent Testing Laboratory... .... 127 13.5 CONTRACTORs Rcspynsibdit!es ..................... ...... .. 77 13-6-117 Covering Work Prior to Trisped- tioni, Testing or Approval .............. 27 13.8-13.9 Uncovering Work at ENGI- Page Number NEER's Request ..................... 27-28 13.10 OWNER May Stop the Work .......... 28 13.11 Correction or Removal of Defective Work ...........................78 13.12 Correction Period 28 3.13 Acce tanoe ofBefective Work ......... � p - 28 13.14 OWNER May Correct Defective Work 28-29 PAYMENTS TO CONTRACTOR AND COMPLETION ..................................................29 14.1 Schedule of Values 14.2 Application for Progress Payrn ent ..................................... 29 14.3 00NTR4CTORs Warranty of Title .... ...Applications 29 14.4-14.7 Revie'Wo"f for Progress Payments,,,,,,,,,,,,,,,,, 29-30 14.8-14.9 Substantial Completion ................... 30 14.10 Partial UtilizatiorX ..................... 30-31 14.11 Final Inspection .............................31 14.12 Final Application for Payment........ M 14.13-14.14 Final Payment and Acceptance ... ... 31 14.15 Waiver of Claims 31-32 15. SUSPENSION OF WORK AND TERMINATION 32 15.1 OWNER May Suspend Work,,,,,,,,,, 32 15ZI5.4 OWNER May Terminate ................ 32 15.5 CONTRACTOR May Stop Work or Term inate................32-33 16. DISPUTE RESOLUTION 33 17. MISCELLANEOUS ........................................... 33 17.1 Giving Notice ............ ...... ............ 33 17.2 Computation of Times.., ................ 33 17.3 Notice of Claim ..............................33 17.4 Cumulative Remedies 17.5 Professional Fees and Court Costs Included 17.6 Applicable State Laws,,,,,,,,,,,,,,, 33-34 Intentionally left blank,,.,,.,,, ............. ....... ; .......... 35 EXHIBIT GC -A: (Optional) Dispute Resolution Agreement ..................... K-Al 16.1-166 Arbitration ...... ......... Al.............. Q_ - r' 16.7 Mediation,;,,,,, ,,,,,,,,..... !3C-A1 EJCDC GENERAL CONDITIONS 1910.8 (1990 EDIT10M wi aTy OF FORT COLLIM MODIFICATIONS (REV 9/99) E 0 is 0 TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Acceptance of -- Bonds and Insurance.....,...... defecave Work .................... final' payment ...................... insurance otheWork by CONTRACT( Substitutes and "Or -Equal" It Work by OWNER„ ....... ....... Access to the -- Lands, OWNER andCONTR responsibilities ................ site; related Work ................. Work..... .... I I ...... ­ ......... ;.. Acts or Omissions--., Acts and Or CONTRACTOR ............. ENGINEER QwlvER.... w ........... ............. Addaidii--definition6f (alsosee definition of Specifications) Additional Property Insurance;,,,, Adjustments— C(ir.i.t.r.a.c-tPf.ic-corCo.nt.ra.et Times ............................ .......... �Mq .......... progress schedule ........ Agreement -- definition of "All-RiW Insurance, policy for Allowances, Cash,,,,,,,,,,,,,,,,,,,, Amending Contract Documenu Amendment, Written -- in general ............... J.10, ...................... Appeal, OWNM or CONTRACT intent ,tQ ............. ........... 9. Application for Payment -- definition of ...................... 13NGrNEER!s Responsibility final paymen t.ent ................... 9. in general .......................... progress payment ............... review of ........................... Arbitration Asbestos -- claims pursuant thcretq ...... CONTRACTOR authorized definition of ............... Article or Paragraph Number Article or Paragraph Number ....................... :5.14 :10.4.1, , 13.5,13.13 OWNER responsibility ....................... 4.5. li 8.10 ................ 912; 14,15 possible price and times change;., . ............ 4.5.2 ..................5.14 Authorized Variations in Work,,,,,,,,,I 3.6, 6.25, 6.27, 9.5 P ..........................7.3 Availability of Lands:........................................ 4.1,8.4 ms ...................... 0.7.1 Award, Notice of-4erme4 .............. ................. J.25 ............ 2.5, . 6. . 30,6.34 Before Starting Construction .............................. 2.5-2.8 Bid —definition of .........................1.5 (L], 110, 2.3. 13. ,CTOR ......I..,,_.,,,_. 4.2.6.4.6.13; 11.4.3,11.9.1) ............................. 4.1. Bidding Documents —definition ........................ 7.2 of ............... I ........ I., ........ 1.11.11.6 (6.8.2) ...13.2,13.14,14.9 Bidding Requirements=defmition fissions— of ..........I ............... . ...... (1.1. 4.2.6.2) ............ 6.9.1, 9.13.3 Bonds-- ............... �5.20. 9.13.3 acceptance of ........................................... ........ 5.14 ....................... 0,20,8.9 additional bonds...:::::............ ................ 10.5,11.4.5.9 Cost of the Work._.: .-J1.6,1.10, 6.19), 1.1 definition of..::..:, .......................5.7 delivery of ................................................... 2.1,5.1 final Application for Payment,,,,,,,,,,,,,,,, 14.12-14.14 general....................................... 1.110, ,3 5,.5. 4.1, 4.3.2, 4.5..2, ........................................ 9,13,10.5,14,7.6 5.3, 9.4, 9.5, 10.22-10.4, Performance; Payment and Othcr_ ............... 5.1-5,2 .......11, 12,14.8. 15.1 Bonds and Insurance --in general,,,,,; ............ 6.6 Btfilder's risk "all-risk " policy form .... __ ........... ... 542 Cancellation Provisions, Insurance .... ... 5.4.11, 5.8, 5.15 ................. .......... J.,2 Cash Allowances. .............. 4 ............... ................ b ... J.1.8 ­­­ ............... ­5,6.2 Certillicate-of Substantial Completiorl ... __1.38. 6.30.2.3. ...........................11.8 .................................................. 14.8,14.10 ................... 3.5 Certificates of Inspection., ........... :P.13.4,13.5.14.12 Certificates of Insurance ............. 73, 5.5, 5.4-11, 5A.13, 5, 3.5, 5.10, 5.12, 6.6.2 ......I ................ 5.6.5, 5.8, 5:14, 9.13.4,14.12 6.19, 10.1, 10.4,11...2 Change, in Contract Price— ...12.1, 13.12.2, 14.7.2 Cash Allowances 11.8 R. claim for price 1, 9.11, 10.4, 16.2. 16.5 adjustment.,,.........4.1, 4.1, 4.2.6, 4.5, 5.15. 6.8.2, 9.4 .................... 0:5. 9.11. 10. 2, 10.5, 11.2, 13.9, ...... 1.3 .... .... ............... j 3-13, 13.14, 14.7, 15:1, 155 ... 9.9 CONTRACTORs foe U6 .4,9AM, 14.12-14.15 Cost of the Work 8. 2.9. 5.6.4. 4.16. 15.5 general ............................... ; ................ 11.4,11.7 m 1114.1-14.7 Exclusions to,......:... ................... %14:4-14.7 Cost Records .......... .......................................... 1.111.5 11.7 ...... ........... J6.1-16.6 in general ............... 1.19, 1_44;9_11­16.4.2,10.4.3, 11 Lump Sum Pricing ..........................................11.3.2 ......... ....... 4.5.2,4.5.3 Notific,ation'of I Surety ........................................ tQ.5 stop Work .......... 4.5.2 Scope of ................................................... J03,10.4 ........................ 1.4 Testing and Inspection, Uncovering the Work: ...................... .......... 13.9 E3CDC GENERAL CONDITIONS 1910.9 (1990 EDITION) w/ CITY OF FORT COUXNS MODMCArONS (REV 9199) Unit Price Work 11.9 Article or Paragraph Number Value of Work, ............................... ..................... 11.3 Change in Contract Times - Claim for times adjustmen; . ...... A. 1, 4.2.6, 4 5, 5. 15. ......... - 6.8.Z 9.4, 9.5, 9.11, 10.2, 10.5, 12.1, ............ 13.9, 13.13, 13.14, 14.7, 15.1, 15.5 Cofttraciutime lim itA 12.2 Delays beyond CONTRACTOR'S control............................................. ............ 12.3 Delays beyond OWNEFes and CONTRACTOR's control ............................. 114 Notification of surety,,,,,,:................................... 10.5 Scope of change ............................... ........ 10.3-10.4 Change Orders ­ Acceptance dDefective Work ............... ......... 13.13 Amending Contmet Documents ......................3.5 Cash Allowances, ................................. ........... J1 .8 Change of Contract Price ...... ........... ............... 11 Change of Contract Timq .................. : ................ 12 Changes in the Work..........................................10 CONTRACTOR'S fee ............................. .......... 11:6 Cost of the Work 1 11.4-11.1 CostRecords ....................................................11.7 definition of .......................................................1.9 emergencies ......................................... ........... 0,23 ENGDMER!srespm-sibility' - ....... " - 11 * .2, 12.1 8 9�10.4 , , execution of .................. )0.4 6.46, 6.31-6.31 insurance. Bonds and I ........ ............. 5.10,5.13,10.5 OWNER may terminate: .............................15.2.15.4 OWNER'S'Responsibility.... .............. __$.6,10.4 Physical Conditions - Subsurface and ..............................................4.2 Underground Facilities-:............................ 4.3.2 Record Mecum ents ........................................... 6.10 Scope of Cha;ige ................................ __ ... 10.3-10.4 Substitutes._.,-...._ ............ .......... __:13. 6.8.2 Unit Price Work ................................................ 1.9 value of Work, covered by .................... ............ 11-3 Changes in the Work ................................................ JO Notification of surety.........................................10.5 OWNER's and CONTRACTORs responsibilities .......... .. ..... ......... ". 10.4 Right to an adjustment.....__ .............. ............. 10.2 Scope of change ..................................... ... 10.3-10.4 Claims- tagainstCONTRACTOR ................................6.16 against ENGINEER .................................. ........ 6.32 against OWNER;,:.......:..: .......... 0.32 Change of Contact Pri M. ........ ...... ... ...... 9.4,11.2 Change of Contract Times ......................... :2.4, 12.1 CONTRACTORS ............. A, 7 1, 9.4, 9,5.,0.11, 10.2, ............. jLZ 11.9,12.1, 13.9, 14.8, ............................................ 15.1, 15.5,17.3 CONTRACTORS Fee11.6 Article or Paragraph Number CONTRACTORs liability.-- ....... 5.4; 6.12, 6:16. 6.31 Cost of the Work ....................................... 11.4,11.5 Decisions on Dispute4 ............................... 0.11i 9.12 Dispute Resolution ............................................16.1 Dispute Resolution'' Agreement............ 16.1416.0 ENGINEER as initial interpreto; ........ ; .... t ...... Lump Sum Pricing ......................................... j 1.3.2 Noticeof ........................................................... 1.7.3 OWNERs ....................9.4. 9.5. 9.1 L 10.2. 11.2. 11.9 ... '* ...........12. 1. 139, 13,13, 13,14, 17.3 �-: OWNERs lie 5.5 OWNER may refuse to make payment...., _,........14.7 Professional Fees and Court Costs Included......................................................17.5 request for formai. cision M ........................... 91-11 Substitute Items..,. ....... ............. 0.7.1,2 Time Extension .................................................12.1 Time requirements ............. .... ; ................. 9;11, 12.1 Unit Price Work ...................................... ...... 11.9:3 Value of. '-'...*'*'""""*''*'*"* ........ * ......-''"*'-'1.1.3 Waiver OiLonFinal Payment.. 14.f4,14.15 Work Change Directive .... ..................... ........... 10.-2 written notice required ......................9.11, 11.2,12,1 Clarifications and lnterpretatiori$ ............. 3.6.3, 9.4,9.11 CleanSite ............................................................ 0.17 Codes ofTechnical society, Organization or Association ..................................................3.3.3 Commencement of Contract Time;,,,,,,,,,,,,,,, ,,,,,,,,,,,7.3 Communications - general ... ........ ....... ........ ....... §,Z 6.9.2, 8.1 Hazard Communication Programs.....................6.22 Completion - Final Application for Payment .................. ......1.4.12 Final -Inspection„ . ............ J4.11 Final Payment and Acceptance ............... 14.13-14.14 Partial Utilization ..................... : ....... ............ J4.10 Substantial Completion ...................... 3.38,14,814.9 Waiver of Claims ............................................. 4.15 Computation of Times .......... .................... 11.11-17.2.2 Concerning Subcontractors, Suppliers and Others ....... .................................. 5.8-6 11 Conferences -- initially acceptable schedules. ................... __ ....... 2.9 preconstruction .. ..... ... Z8 Conflict, Error, Ambiguity, Discrepancy - CONTRACTOR to. Report 2.5,3.3.2 Construction, before starting by CONTRACTOR, ............................ ......... ....... 2.5-2.7 Construction Machinery, Equipment, etc ................... 6.4 Continuing the Work ..................................... 6;29, 10.4 Contract Documents - Amending..........................................................3.5 Bonds 5.1 EJCDC GENERAL CONDITIONS 1910.8 (1990 EDMON) W/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) E 11 0 0 0 E Cash Allowances Change of Contract Price.,.... Change of Contract Times.... Chang" in the Work,,,,, check and verify ................... Clarifications and Interpretations,,,,,,,,,;,,, ,,,, definition of ENGINEER as initial inierpr, ENGINEER as OWNER!s rep gencraB Insurance Intent ....... minor variations in the Work OWNERs responsibility tofu OWNER'S responsibility to m prompt payment:.....::....:: precedence ............ ......... ...... Record Documents...:..:.:: .. .. Reference to Standards and S of Technical Societies,,,,,, Related Work ...................... Reporting and Resolving Dis, Reuse of. Supplementing ......... ; .......... Termination.of ENGINEERs Unit Price Work ................... variations,..... ............. Visits to Site, ENGINEER'S,_ .Contract Price. - adjustment of ........... :.1.55j Change oC ...... Decision on Disputes ............ definition of Contract Times -- adjustment of ...................... Change of .............. ­ ..... .... i Commencement of ............... definition of CONTRACTOR Accep, of lnswance, ....... I Communications ...... Continue Work ; coordination and scheduling! definition of Limited Reliance on I Technic Data Authorized............ J May Stop Work or Term inate' provide site access to others. Safety and Protection........... ............................... Shop Drawing and Sample R Prior to-Submittil ..... I %fi ...I ....... ....... - JI's Article or, Paragraph, Number ................. ........... 17 ............................ .12 .................. 10.4_10.._5 2.5 3.2,3.6, 9.4,9.11 I.....................1.10 of .................. 9-11 atative ..........9.1 ........................ 5.3, ........... ........ 3Aa3.4 .1.1 ... ; .................. $.6 ,h data ....... ....... 8.3 .......... ?.3,14.4,14.13 ................... 3.1,3.3.3 . ... ..... 00_6,19 1, 9.4, 103, 11.2-11.3 ...........11 ........... 9-11 .......................... ... 3.5, 4.1, 9.4,10.3.12 ......... _ ......... 12,1_114 ................................. 2.3 ...I.......................1.12 14 .............. j6.2, 6.9.2 ..........................6.9.2 ........................... 1.13 4. 2.2 ............................1.5.5 .....7.2, 13.2 ....... 43.1.Z & 16, 6. is, ...... 6.21-6,23, 7.2, 13.2 0.25 Stop Work requirements ..................................4.52 CONTRACTORsm— Article or. Paragraph Number Compensation, ........................................... 11.1-11.2 ............... ContiAuing_O ......... . ........... 14J5 _btiwiqrx� Defective Work ..................... .......... 9.6,13-10-13.14 Dirty to correct defective Work ... ..................... 13.11 Duty to Report -- Changes in the Work caused by Emergency ........................................... 623 Defects in Work of Others...... .......... --- T3 Differing conditions...................................4.2.3 Discrepancy in Documcnts, ....... 2.5. 3.3.2, 6.14.2 Underground Facilities not indicated.......... 43.2 Emergencies ............................................I........0.23 Equipment and Machinery Rental, Cost of the Work ........................................... 11.4.5.3 Fee- -Cost Plus .......................... I IA.5.6, ll.5.1, 11,6 General Warranty and Guarantee ....................... 0,30 Hazard Communication*Programs, ....... ; .............. 6.22 Indemnification ......................... 0. lZ 6.16, 6,31-6.33 Inspection of the Work .............................. 7.3,13.4 Labor, Materials and Equipment;,,,,,,,,,,,,,,,,,, 0.3-6.5 Laws and Regulations, 61ciaplimce by ............. 6.14.1 Liability Insurance ...................... ...............5.4 Notice of Intent to Appeal. , ......... ; ......... ... 9.10.10.4 obligation to perform and complete the Work ............................... ............ ....... 630 Patent Fees and Royalties, paid for by,',,,,,,,,,,,,,,,, 6.12 Performance and Other Bonds,,,, ............... ,�.l Permits, obtained and paid for by ....................... 0.13 Progress Schedule . ... ........... 2.6. 2. 8, 19, 6.6. ........... ......... ....... Request for formal deciiianon disputes„ ........... 9.11 Responsibilitie.s­ Changes in the Work ................................ _ 10. 1 Concerning Subcontractors. Suppliers and MeM,­." Continuing the.Work .......................... 6.29,10.4 CONTRACTORs expense .......................... 6.7.1 CONTRACTOR!s General Warranty and duarantee ' * ............... ... * ... * ...... ­ ..... 6.30 Sh....... CO - ' TORs review prior to op Drawing or Sample sobmittfA.. . ...... !641.!..6.25 Coordination of Work. ................... ........... 6.9.2 Emergencies............................................... 6;23 ENCYINEER's evaluation, Substitutes or "Or -Equal" Items ..............................4.7.3 For Acts and Omissions of Others,,,,,,,1; 10.9.1-6.9.2, 9.13 for deductible amounis.insuran ce ............. _1 .. 5.9 general .............. : ......................... 6. 1.1. 7.3. 8.9 Hazardous' Communiiation Program*.......... . 6.22 Indemnification 6:31-6.33 EJCDC GENER& CONDITIONSJ910.8 0990 EDITIOM W/ CITY OF FORT COLUNS MODIFICATIONS (REV 9/99) i N g$0'^$$d�$$�$$�$$S$$' W n 10 N O u1 r 0 ri�rtiwppApo O O O4 1° N Wm ✓i 4f6oinmo(niopppvpppp .f r T d N a0 .a N en 0 0 f��i� ui � pp �/1 pW Q1 Vt ONO Vat V pp � � O N ETp �D r N pO d P d n aD N ui p O lN0 O N O N r1 N O. pO �p-i lri ti T VN1 Tm{ N T N .py� .p+ n N Ol v^1 pmp O O GI d V n m d p �O M f0 N N S, tN0 '1 .O-I O t0 M O fro Y1 t1On M d R 00 N i-1 °�i d i�l OO - N N tW0 i� 1° i�l wi /BOO N il 4N0 i�l tO0 (V� I� t0 O IiN v,. j n O d 4D ti d N .+ d �D d W O N n e+ p O C W O W W U1 .f Ut 0 r of m O W N r O W T W m H1 pp d T C M O W W W r 1° %R O .+ W N pppp d M ti w W M T M d O N m O4 W M m d r r t0 N N 1f1 NI OO lf) 1f1 eV M* -0 .-1 efl tr O di T eri ei .i fA f11 �f1 T O yy N N M O O .C�•. rl ey i-1 ti N N W tS ti .i N Of N� N ri CO N ri 'I fp n �D ti O � T rl rl I,( S N K K K KO NaQ K K K K K K K K Kp p pK O, p pOp OKp OKC NN G O .O G i ��• � eti wI � f11. 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C L U V $; C G> C .N f1 W d N WyW L„' .L. 6 3 O a 2 O �' C C C g 0 0 C y •W G N y V u U u >>> iL. a 0 erLL'c«�miri u m .. �—� uu°u.&> > E a M G (° •- � �' « Y� �'. a a K fC � W � f0 CC K 2' ya - QaI 3 Y YY0 '� _ �., Or d WC3 '>[p C O: fi « f0 O tp �p 6Wm O�Go aaCa4E �LL>Q 12- N Wtg muiD mf0 W a V3aI Va U3a:I N7 E Ea ¢C• ¢'C ¢C m rma3 vFT —R .2 L9 aGgaac aOWE� .. pQ .+ O N O D O O O O T O d O rl Q N CQ T O d 0 .� O .y O N O .-I O m O V1 O W Oe� W O .-1 m T u5 W W O N0 Q ONp�I JN17-- TPFPPPM� !p+ pa pO pdpa. iW, s _r d �D t l° t0 t° f0 l0 w° 1G f0 �D tD iD 1D b tD 1D 1D f0 t0 fD 10 Labor, Materials and Equipment... ........... 6.376.5 Laws and Regulations ..................................6.14 Liability Insurance; . ;... _,5.4 Article or Paragraph Number Notice of variation from Contract ent s 6.27 Patent Fees and Royalties ............................. 0.12 Permits .......................................................0.13 Progress Schedule .........................................6.6 Record Documents 6.19 related Work performed prior to ENGINEER's approval of required submittals.............................................6.28 6.28 safe structural loading ............ ............... .... 6.38 Safety and Protection,,,,,,,,,,,,,,,,,,,, 6.20, 7.2, 11.2 Safety Representative ...................................6.21 Scheduling the Work .................................. &SO Shop Drawings and mplc§ ........................0.24 Shop Drawings and Samples Review by ENGINEER ........-.....-..., ..... : .................... :.6.26 Site Cleanliness k. 17 Submittal Procedures Substitute Construction Methods and Procedures 6.7,2 Substitutes and *Or -Equal' Iteml ................ 0.7,1 Superintendence .................... ...................... 6.2 Supervision ...................................... I .......... 6.1 Survival of Obligaticns................................6.34 Taxes..........................................................605 Tests and Inspections .. ................................ 13,5 ToRcport. ...................................................... ).5 Use of Premises ............ ........ 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal .. . .................................... 6.25 Right to adjustment for changes in the Work, .10.2 right to claim ........... :4, 7.1, 9.4, 9.5, 9.11, 10.2,11.2, * " * 11.9, 12.1. 13.9, 14.8, 15.1, 15.5. 17.3 Safety and Protection ............. _ .6.20-6,22, 7.2, 13.2 SafetyRepreseriative ........................................ 6.21 Shop Drawings and Samples Submittals ..... 6.244:28 Special Consultants ......... * .............................. ll_,4;4 Substitute. Construction Methods and Proceduresk. 6.7 Substitutes and"Or-Equal" Items, Expense ..................................I....... 6.7.1, 6.7.2 Subcontractors. Suppliers and Others........... 45. 1 8-6,11 Supervision and Superintendence .......... 6.1, 6.2, 6.21 Taxes, Payment by ...........................................6.15 Use of Premi . ses, 6.161-6.18 Warranties and guarantees, ......................... 0.5,6.30 Warranty of.Titlq...................................... ...... J43 Written Notice Requiredtw CONTRACTOR stop Work or term inatq ..... _ 15. 5 Reports of Differing Subsurface and Physical Conditions ....................... 4.2.3 Substantial Completion ................................ 14.8 vid CONTRACTORS -other 7 Contractual Liability Insurance..............................5..4.10 Contractual Time Limits ........................................ j 2,2 Article or Paragraph Number Coordination— CONTRACTOws reisponsibility .......... ............. 6.9.? Copies . of Documents, ........ ..... ............ ................... 2.2 Correction Period ....... ......................................... 13.12 Correction, Removal or Acceptance of Defective Work-- in general. . ................................. 10,41. 13.10-13.14 Acceptance of Defective Work ............. ............ 11b Correction or Removal of Defective Work ..................... ........... 6.30,13.11 Correction Period ............................................13.12 OWNER 1�by Correct De .�ecfive Work ......... I .... 33.14 OWNER May Stop Work ................................. 1116 cost -- of Tests and Inspections .............. ...................... 13.4 Recordsll.7 Cost of the Work- - Bonds and insurance, additional ................... J1.4.5.9 Cash Discounts .............................................. 11.4.2 CONTRACTORsFee ................ ................. 31.6 Employee Expenises,.... ............................ .... 11.4.5.1 Exclusions'tc........ ......... .................. 11.5 General 11.4-11.5 Home office,and overhead expenses ...................11.5 Lqsses and. damages ..................................... llA_.5:§ Materials and equipment ................................11.4.2 Minor expenses .................................. ........ J 1.4:5,8 Payroll costs on changes.................................11.4.1 performed by Subcontractors ...........................11.4.3 Records 11.7 Rentals of construction equipment and machinery ....................................... 11.4.5.3 Royalty payments, permits and license fees: .. .... .. .. .......................... 11.4.5.5 Site office and temporary facilities ................ 11.4:5.2 Special Consultants, CONTRACTOR's ........ ... 11.4.4 - en I .................................................11.4.5 Supplein4 Taxes related to the Work 11.4.5.4 Tests and Inspection ......................................... 13.4 Trade Discounts Utilities, fuel and sanitary facilities� .............. 11.4.5.7 Work after regular hours.,.,._.........................11.4.1 Covering Work ............. ................................. 116-13.7 Cumulative Remedies 17.4-f7.5 Cutting, fitting andpatching ....................................7.2 Data, to be furnished by OWNER...............................53 Day, -definition of ................................................17.2.2 Decisions on Disputes, ........................ ........... 9,11, .9.12 defective --definition of ......................... ................. J,14 defective Work -- Acceptance o.......................................10.4.1, 13.13 FXDC GENFRAL CONDITIONS 1910.8 (1990 EDMOM wt aTY OF FORT COLLINS MODIFICATIONS (REV 91") 0 0 0 0 Correction or Removal of Correction Period ............... in general .......................... Observation by ENG11,TEER. OWNER May Stop Work,.,,,, Prompt Notice of Defects ...... Rejecting, ........................... Uncovering the Work.......... Definitions Delays.......... ... .... .... Delivery of Bonds .................... . Delivery of certificates of insuran Determinations for Unit Prioe� Differing Subsurface or Physical Notice of ................. I ... I ... ... .......... Possible Contract Document, Possible Price and Times Ad Discrepancies -Reporting and Resolving ......... 11 .......... Dispute Resolution— Agreement .......................... Arbitration ......................... genera116 Mediation Dispute Resolution Agreement;.,, Disputes, Decisions by ENGME Documents - Copies or .......................... Record 6.19 Reuse Drawings"definition of .............. Easements Effective date of Agreement de Emergencies .............................. ENGINEER -- as initial interpretevon dispi definition of,,,,,,,,,,,,,,,,,, Limitations on authority and Replacement of,................... Resident Project Reprcscntav ENGINEEWs Consultant - defin authority and responsibility, Authorized Variations in the Change Orders, mponsibilit Decisions an Disputes,,,,,,,, defective Work, notice of .... Evaluation of Substitute Itei Liability ............................ Notice Work is Aooepta6le. Observations .........10.4.1, 13.11 OWNERs Representative ....... ...... _ ...... ........... 9.1 .................... a 12 Payments to the CONTRACTOR, ....... 13, 14.7,14.11, Responsibility for .................................... 9,9,14 Recommendation of Payment .................... 14.4 14.13 Article or Paragraph Number Article or Paragraph Number 9:2 ................... ­J3.16 Responsibilities--Litni tations oix ................ 'aaDiffering 9.11-9.13 I ................ ..... 13.1 Review of Reports Subsurface, ...... P.6 and Physical Conditions 4.2.4 .......... ................ 13.8 ............... Shop Drawings and Samples, review .............. ................................ I responsibility ............................................. j5.26 1 4.1, 6-.29-. 12:3-1,2-A Status During Cmstruction-- 2.1 authorized variations in the .W crt ................. O:5 .........2.7 Clarifications and Interprbtatibrip .................. 9.4 ..................... 010 Decisions an Disputes ......... ................. 9.11-9.12 xnditions" Determinations on Unit Price ...................... 9.10 4.2.3 ENGINEER as Initial Interpretw4 .......... 9.1179.12 ENGINEEks Risponsibilities, ............... 91412 Chang@ ................ 4.2.5 Limitations on ENGINEERs Authority ustments; .......... .. 1.2.6 and Responsibilities .............................. 9.13 OVA,M's Representative ...... ........... �.....9.1 3:3.2, 6.14.2 Project Representative ....... ............. :9.3 Rejecting Defective Work .............................. 9.6 .... ................ J6.1-16.6 Shop Drawings, Change Orders ................ 16.1-16.5 and Payments ................................... 0-9.9 Visits to Site .......................................... _ ..... 92 ....................1........16.6 Unit Price determinations...... ;,-.......-.-... ; .......... ..9110 .................... 16.1-16.6 Visits to Site.............................. .................... 9.2 ..................... 9.11-9.12 Written consent required.............................. , 7.2,9.1 Eqiiipmcnt, 41)gr, Materials and ........................4.M.5 ....... Equipment rental, Cost of the Work ................... 111.4,5.13 134uivOent Matcrialsarfd Equipment„....................... 0,7 .............................. 3.7 error or omission* ............ .................................. 0.33 ........................ )-Is Evidence of Financial Arrangements . .............. ?.]I ........ ... 4.1 Explorations of physical conditions,,. ..................... 4.2.1 inition of ..... ....... 1.16 FM CONTRACTORs--Costs Plus.. .........................)1.6 ....... 623 Field Order - definition of..........._........_.._....._................... ).19 to........... ,.9111-9.12 issued by ENGIN M-R ............... ................ 3.6.1.9.5 ..................... I ........ I ' 17 Final Application for Payment, .............................. 014.12 responsibilities,,,,, 9.13 Final Inspection,,,,,,,,,, „ .....„.. .......... j4.11 8.2 Final YM Pa mt.. . vc, ................. I ....... 9, 3 and Acceptance,,;,,;,, ....., tion of ........ ......... 1.18 Prior,to, for cash allowances,,,,,,,, ...................... 11.8 General Provisions 17.3-17.4 imitations on .. :-,._9.13 General Requirements. - Work 9.5 definition 4 1.20 i for ....... 9.7; 10, 11, 12 pTin.,ci a] references to ............. 2fil 6.41 6.6-63, 6.24 ions.,., ..3.6.3, 9.4 Giving Notice,,,,,,,,,,,,,,,,, ............... )7.1 ..................... 9. 11-9.12 Guarantee of Work; -by CONTRACTOR ......... 6.30.14.12 ......................... 13.1 Hazard Communication Programs.;.. .............. 0.22 ..........................0.3.3. Hazardous Waste" ................... OJ2,9. 12L definition of ................................ ........ ) 21 ....................14.13 general . ........................................................ _.A.5 .................. b30.2, 9.2 OWNEWs responsibility fbr .............................. $A0 EJCDC GENIMALCOr>nmONS 191 DA 0 990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS MV 9/59) Indemnification, ............................6. 12, 6.16, 6.31-6.33 Initially Acceptable Scheduleq ...................... _ ......... 2.9 Inspection— Certificat es of ..............................9.13.4..13.5, 14.12 Final 14.11 Article or Paragraph Number Special, required byENGINEER .......................... 9.6 Tests and Approval ........... ........... 83,13.3-13.4 Insurance - Acceptance of; by OWNER, ...............................5.14 AdditionikL_required by changes in the Wor............................................11.4.5.9 Before starting the Work ................................ ... 2.7 Bonds and --in general ..........................................5 Cancellation Provisions Ccrtificatesof _., ............... 2.7, 5, 5:3, 5.4.11, 5.4.13, ........ ­­ 5.6.5, 5.8, 5.14; 9.13.4, 14.12 completed operations .....................................5.4.13 CONTRACTORs Liability..................................5A CONTRACTORs objection to coverage ............... 5.14 Contractual Lability ...................... I...............5.4.10 deductible amounts, CONTRACTOR!s ihty ................................................ responsibility 5.9 Final Applicaion for PaYmenI, .........................14.12 Licensed Insurers...............................I...............5.3 Notice requirements, material change§..., .... 5:8,10.5 Option to Replace .............................................5.14 other special insurances ................................... 5.10 OV,`NM as fiduciary fc r insure-4 .............. 5. 12-5,13 OWNERs liability..... ............... _11 ......... 5.5 bvNER's Resp'unsibility .................................... 8.5 Partial Utilization, Property lnsurance ......... ..... 3.15 Property. .... . .. ....... ... ....... .......... .... ...... Receipt and Application of Insurance Proceeds Special Insurance .............................................5. iO Waiver of Rights ........................... _ ................ 5.11 Intent of Contract Documents-::._ _: ....................... 3.1-3.4 Interpretations and Clarificationg ..................... 3.6.3,9.4 Investigations of physical conditions .........................4.2 Labor, Materials and Equipment,,,_... .................. Lands -- .....and Easements, .................................................. FA Availability of ............................................. A.1,8.4 Reports and Tests ...............................................8.4 Laws and Replations-.-Laws or Regulations -- Bonds............. . ............... ......................... 5.1-5.2 Changes in the WorX ......................................... 10.4 Contract Documents CONTRACTORs Responsibilities ..................... §. 14 Correction Period. defectNe Work ....................13.12 Cost of the Work, taxes ............................... j 1.4.5.4 definition. of.. ..................... ............................. 1122 gencral6.14 Indemnification ............. I.......................... 6..31-6:33 Insurance 5* 3 Precedence.......... .......................... 3.1,33.3 Reference to SSaf-e __a_nd,P'r'o­t'e'c­t'ic*n' ......... ** ........ 6.-20 13.2 afety ty _ ­ ................................ Subcontractors, Suppliers and Others ........ ... 6.8-6.11 Article or Paragraph Number Tests and Inspections...................................13.5 Use of Premises ............................................ .... 0.16 Visits to Site .......................................................9.2 ....... * ................... * ........... 9.2 Liability Insurance— CONTRACTOR .................. ....... ..................... 5-4 1 OWNER.......................... 5s .5 Licensed.Suretics and Insurers--- ........................ 5.3 Liens -- Application for.Progress Payment ....................... 14.2 CONTRACTOMs Warranty of Title .................... 14.3 Final Application for Payment ........................ 14.12 definition of ..................... : ............................... 1.23 Waiver of Claims 14.15 Limitations on ENGINEERs authority and responsibilities ...................................................9.13 Limited Reliance by CONTRACTOR Authorized.......................................................4.2.2. Maintenance and Operating Manuals -- Final Application for Payment .........................14.12 hbrimls (of others) -- Precedence 3.3.3.1 Reference to in -Contract Documents 33.1 Mater4isanda cqu4pmen1L­- furnished by CONTRACTOR ............................... 6,3 not incorporated in Work ...................................14.2 Materials or equipment --equivalent ............ 6.7 Mediation (Optional), ............... 16.7 Milestones --definition of ........................................1.24 Miscellaneous_ Computation of Times ................ I...................... 17.2 Cumulative Remedies .... ................................... 17.4 Giving Notice...: ............... _:. ...... : ........................ 17.1 Notice of Claims...............................................17.3 Professional Fees and Court Costs lnclfjded, ........ 17.5 Multi-primc contracts ........ ...... I ... ........ ...... .............. Not Shown or Indicated * - 4.3.2 Notice 4 - Acceptability of Project....,,,,, ,....................... 14.13 Award, definition of ............. _ ................... ­ .... 1.25 Claim...................................................... ..... 1.7.3 Defec.ts,13,1 Differing Subsurface or Physical Condition;;,, „4.2.3 Giving............................................................ 17.1 Tests and Inspection$ ........................................13.3 Variation, Shop Drawing and'Sarnplq ................. 0.27 Notice to Proceed-- definition of..,. ................... .......................... J.26 givingof .............................................................2.3 EXW GENERAL CONDITIONS 1910-2(1990 EDITION) W/ CITY OF FORT COLLINS MOI)MCATIONS MV 9/99) 0 0 0 Notification to Surety ................... Observations, by ENGI14M ....... Occupancy of the Work,;,,,,,,; ... Ornissions or acts by CONTRACT Open Peril policy f6rm, Insurance Option to Replace ...... _ ................ "Or Equal' . qual Items..........._........... Other work 7 Overtime Work —prohibition of,,,, OWNER -- Acceptance of defecdve Work appoint an ENGINEER........ as fiduciary .......................... Availability of Lands, respom, definition of data, furnish ........................ *y qorrec:tb;fe;#%,e work, May refuse to make paym eat, May Stop the Work ............... 1,by Suspend Work, Terminatq ...................... Payment, make prompt,,,,,,,, perform ance of other work,,, permits,and licenses, require purchased insurande requirer OWNERS -- Acceptance of the Work....... Change Orders, obligation to Coordination of the Work Disputes, request for decisioq Inspections, tests and approv Liability Insurance ............... Vnlinr of T)&.fPx4t status..... Asbestos, PCBs Petroleu Waste or Radioacdvc Change Orders,,,,,,,,,,,,,, Changes in the Work OONTRACTOR!s respon evidence of financial arr; inspections, tests and apj insurance ...................... lands and easementq ...... prompt payment by........ replacem ent of ENGINE] reports and tests ............ :stop.or suspend Work.... terminate CONTRACTO services................... separate representative at sit )d 0 ....I ...... ­ .... ...... 10.5 ................. _00,9.2 .5.15, 6.30.2.4,14-10 ,'0.9' 9.11 ...................... 5.:6.2 Article or Paragraph Number. .......................... 0.7 ...I.............16.3 3.S, 13.10, 15.1-15.4 ....... $3.14.4,14.13 7.1 it* ....................6.,13_ tj 5.6-5.10 ...................630.2.5 w.ccut; . �.§, 10.4 ............................ 8.1 ............................7 .............. .... I.J.4 ......................... 9,11 $J, 13.4 .......................11.1 ........................ 9.1 , Hazardous laterial .......... ....... $, 10 8.6 ..................... ................. ­­J-1. bilitieTs .................. 8.9 gernentA .............. ?. I I ovals ............... 83 ....................... 8.4 ............................. 8.3 ................. 8.4 13.10. 15.1 .................8.S. 15.,2 ......................... 9.3 testing. independent ........................................ 13.4 use or occupancy of the Woik, .............................. 5.15, 6.30.2.4,14.10 written consent or approval required...., ............... 9.1, 6.3,11.4 EXEC MNERAL CONDITIONS 1910-8 (100 EDITION) W/ dTYOF FORT COLUNS MODIFICATIONS av 91") Article or Paragraph Number written notice required ........................ 7.1, 9.4, 9-11, ....... I ........ ...... 11.2, 11.9, 14.7, 15.4 definition of .................................................... ;1.29 general....... ........................................................ 465 OWNER's responsibility for ................................. 8.10 Partial Utilization— definition of 14.10''''general 6.30.i4"­­ Property Insurance....................................6....... 5.15 Patent Fees and Royalties.........._ .......... ....... ...... _6.12 Payment l3onds. .................................................. 5.1-5:2 Payments, Recommendation of .............. 14.4-14.7, 14.1.3 Payments to CONTRACTOR and Completion - Application for ProgressPayments ........ 6.66 .... _6_14.2 CONTRACTOR!s Warranty of Title ...................14.3 Final Application for Payment,,,,,, J4.12 Final Inspection ...................6.6..........6.6...........14.11 Final Payment and Acceptano; ................ 14.13-14.14 general... ...... : ............. ............ : ........... .0.14 Partial Utilization.... ........................................ 14.10 Retainage..........................................................14.2.ic Review of ai Progress Payments... ..................... J 4.4-14.7 prompt paymen� ... 6 ........ 6 ............. ................ ....... F.3 Schedule of Values ....... . . .......... .. ..... ....... ;.;6.; ... 14.1 Substantial Completion,,,.,,,_ Waiver of Claims..... when payments dtkc� ................................ 14.4,14.13 witbhol ' ding payment ................... 6 ..................... 14.7 Performance BondS....................................... 6 .... 5.1-5.2 Permits _6.13 Petroleum -- definition of .................................................... J.10 general..................... _ ................................... 6..4.5 OWNERS responsibility for ...............................8.10 8.10 Physical Conditions -- Drawings of, in or relating tQ ......................... 4.2.1.2 ENGINEER'S review, ... I ......... I .... I ..... 11 ...... I ...... 1.4.2.4 existing structures.........................I..................4.2.2 general 4.2.1.2 Notice of Differing Subsurface or,,,,,,,,,,,,,,, ,,,,,,4.2.3 Possible Contract Documents Change ....... ; ....... 4.2.5 Possible Price and Times Adjustments ............... 4.2.6 Reports and Drawings ......................................4.2.1 Subsurface and ....................................................4.2 Suborfacc Conditions ....... 'dR"e"`'*' * .... -4.11.1 Technical Data, Limited Reliance by* CONTRACTOR Authorized ...................... ..4.2.2 Underground Facilities -- general........................................................ 4.3 Not Shown or Indiond .................... .......... 4:3.2, Protection' of ........................................ 4.3,6.20 xii Article or Paragraph Number Shown or Indicated ............................................... 4.3.1 Technical Data ........................ ............ .......... 4.2.2 Reconstruction Conference........................A..............2.8 Preliminary Matters, .......................... * .......... * --- ......... * Preliminary Schedule4 ............................................... �­ 2.6 premises, Use of ............................................. �6.16-6.18 Price, Change of Contrack ............................... .........I I Price, Contract --definition of;:,,,,,,,;,,,, . ...... o ..... LI 1 Progress Payment, Applications for ........................... )4.2 Progress Payment--retainagq ................................... 14.2 Progress schedule, CONTRACTORs, ........... 2.6, 2.8.2.9. ................................. 6.6, 629. 10.4. 15.2.1 Propbt­defini - tion of ............................................... 1.31 Project Representative— ENGINEERs Status During Construction ............. 9.3 Project Representative, Resident--defiaition of ......... 133 prompt payment by OWNER ..................................... 9.3 Property Insurance-- Additional.........................................................5.7 . ...... ...... ..... . ....... ....................... 5.7 gcncml5.6-5.10 Partial Utilization ................................ 5.15,14.10.2 receipt and application of procee4 .............. 5.12-5.13 Protection, Safety and ....... ............... 61-20-6.21, 11.2 Punch list .......................................................... 1.4.11 Radioactive Material— defintion of .............................. , ......................... i.32 genernl4.5 OWNER's responsibility for : .............................. $,10 Recommendation of Payment .................. 14.4, 14.5, 14.13 Record, Documents,,,, ......... .......... ;6.19, 14.12 Records, procedures fdr maintaining ............. ............. 2.g Reference Points .............. ..................... 4.4 Reference to Standards and Specifications of Technical.Societies...................... 4..................3.3 Regulations, Laws and (or) .................... ............ 6.14 Rejecting befecnve Work .......................................... 9.6 Related Work -- at Site .7.1-7.3 Performed prior to Shop Drawings and Samples submittals review,,,,,,,,,,,,,,,,,,,, 6.28 Remedies, cumuiative ............................ '17.4, 17.5 Removal or Correction ofDefective Work„ ..............)3.11 rental agreements,.OWNEXapproval required ..... 11.4.53 replacement of ENGINEER, by OWNER ................... : .2 Reporting and Resolving Discrepancies ................................2.5, 3.3.2, 6.14.2 Reports-- 2,nd Pro -WHIP .................................................4.21 and Tests, OWNER's responsibility ..................... 8A Resident and Project Representative— definition of .......... ........................... __ ............ 1.33 provisionfor ........ ............... ........................... ........ 9.3 EJCDC GEMMAL CONDITIONS 1910.3 (1990 EDMON) w/ CITY OF FORT OOLLT14S MODIFICATIONS (REV 9/99) 0 0 0 E Resident Superintendenk Responsibilities— CONTRACTOKs-in ENGINEEWs-in general..,.,,,: Limitations on ...... .... .. OWNERS -in general........... Retainage ................................. Reuse of Documents Review by CONTRACTOR: 51tor and SaMples Prior to Subrnitt< Review of Applications for Progress Payments ... ............ Right to an adjustment. Rights of Way .............................. Royalties, Patent Fe es and,,,,,, .... Safe Structural Loading ............... Safety — and Protection,-,-,-,-; ... ....... I ...................... general ................................. Representative, CbNTRAjdTC Samples— deruiition of ........... ....... I ...... general ......................... . ...... Review by CONTRACTOR Review by ENGINEER......,.... related Work submittal of submittal procedures .............. Schedule of progress..:,.,....,.,... .............. 1— ............. Schedule of Shop Drawing and S Submittals ........................... Schedule cflialues� Scbedufes— Adherence to Adjusting ............................ Change of Contract Times,,,, Initially Acrcptable .............. Prelim Mary ......................... Scope of Changes ................ Subsurface Conditions Shop Drawings, - and Samples, general........._.. Change Orders & Application Payments, and, .............. 8conitim Of ........................ ENG s approval of., ... ENGINEEKs responsibility for rcview,.. related Work ........................ review Procedures ................ 0 Article or Paragraph I Number \CTQRIg................ 6.2 6 ........ ................. P03 ..........................14.2 ............................3.7 Drawings ........................... �.25 ........... ..... ;,14.4-14.7 .........................1 6.12 ............. 6.18 ......... f ................. 1.34 .......... .......................... 6.25 ................... 6.16, 6.27 i..... ...... ......... ........................ .......................... ... ;2.6. 2.8-2.9. 6.6, ....... 6.29, 10.4, 15.2.1 5, 2.8-2.9,,6.24-6.2 8 .... 2.6, 2:8-19, 14.1 ........ .6.24-6.28 for 9.7-9. .............. I 9. ...........................1.35 ............. —3.6.2 ......... 9.7, 6J4-6.28 ........................ 6.# I ........ 2.8,624-6.28 Article or Paragraph Number submittal required ............................................... 6.24.1 SubmiUalProcodures ........................................ ................. . 6.25 use to approve substitutions ............................... j6,73 Shown or Indicated ............. ................................... A.3.1 Site Access ................. .................................... T2,13.2 Site Cleanliness ................. ............. ...................... 0-17 Site, Visits tom - by ENGINEER ................................. ......... 9.2,13.2 byothers .......................................................... 13.2 es of loss' policy form, '`special causes insurance.................... q ...................................$42 definition of .................................................... 1.36 Specifications- definition of .................................................... ).36 of Technical Societies, reference tq, ................. .�.3.1 precedence.......... ....................... .................... 3.3.3 Standards and Specifications of Technical Societies 3.3 Starting Construction; Starting the Work ..... .................... ..................... 2.4 Stop or Suspend Work — by CONTRACTOR ...........................................15.5 by OWNER .............. ............... .... 8.8, 13.10. 15.1 Storage of materials and equipmeq .................... 4.1,7.2 Structural Loading, Safety ... ......... ... ........ ...... 6.18 Subcontractor-- Concerning ............................................... 0.8-6.11 definition of. .................................................... 1:37 delays.................. ....................................... _12.3 waiver of rights..: ::. ................ A ....... ................. Subcontractors —in general..,::: ........... ......... 6.8.6 ' I I Subcontracts —required provisions ....... . 5.11, 6.11, 11.4.3 Subm ittals— Applications for Payment ... .............................14.2 Maintenance an - d Operation Manuals ............... 14.12 Procedures I ............. I .................. ...................... ¢.25 Progress Schedules., ...................... I ... ......... 2.6.2.9 Samples ................................ ...... . ........... ¢..24-6.28 Schedule of Values .................................. ". 16; 14.1 Schedule of Shop Drawings and Samples Submissions, ......................... ............2.6, 2.8-2.9 Shop Drawingsi ..................................... I ... 6.24-6.28 Substantial Completion -- certification of ...... ............ ........ 6.30.2.3, 14,8r14.9 definition of 1.38 Substitute Construction Methods or Procedures,,,:,,, 6.7.2 Substitutes and "0 E m - ............ . ................. 6.7. CONTRACTORsExpm* ............................b.7.1.3 INGINEEWs Evaluation 6.7.3 "Or-Equal".............................................§.7.1.1 Substitute Construction Methods EICDC CENBUI CONDITIONS 1910.9 0 990 EDIMOth W/'CIV OF FORT COLLINS MOT)TSCAITONS MV 9199) Article or Paragraph Number or Procedures ............................................. 5.7.2 Substitute Items. .......... .................................... 6.7.1.2 Subsurface and Physical Conditions-- Draumlgs of, in or relathgto ........................A.2:1.2 ENGINEERs Review..,...... I ............................ 4.2.4 general. .............................................. . ..... . .......14.2 Limited Reliance by CONTRACTOR Authorized...................................................4.2.2 Notice of Differing Subsurface or Physical Conditions.....: .:......................::......... 4.2.3 Physical Conditions ....................... I .......... I ..... 4.2.1.2 Possible Contract Documents Change,,,......... _ 4.2.5 Possible Price andTimes Adjustments .......... 4.2.6 Reports and Drawings......................................4.2.1 Subsurface and; 4.2 Subsurface Conditions at the Sitq...................4:2.1.1 Technical Data 4.2.2 Supervision— CONTRACTOR's responsibility ...........................4.1 OWNER shall notsupervise................................8.9 ENGINEER shall not supervise................9.2, 9.112 Superintendence.......................................................0.2 Superintendent, CONTRACTOR's resident ,,,,,,,,,,,,,,,6.2 Supplemental costs :............................................. 11.4.5 Supplementary Conditions -- definition of.....................................................1.39 principal references to.................1.10, 1.18, 2.2, 2:7, .......................4.2, 4,3, 5.1, 5.3, 5.4. 5.6-5:9, .:..............5.11,6:8,6:13,7.4,8.11,9.3,9.10 Supplementing Contract Document*..........................3.6, Supplier-- definition.of... .............................. ...... ........ ...... :1.40 principal references to ............ 3.7, 6:5, 6.8-6.11; 6.20; .............. ........... .................. 6-24, 9.13, 14.12 Waiver of Rights ................................... _.. _......0.11 Surety— eonsent.to final payment ......................J4.12, 14.14 ENGINEER has no duty to.. ........... ... 9.13, Notification of..................................10.1, 10.5, 15.2 qualification of ... ,,....... ,,,,.....5.1-5.3 Survival of Obligations...........................................6.34 Suspend Work, OWNER May ..................... J3.10, 15.1 Suspension of Work and Termmi ation-...._......._.........15 CONTRACTOR May Stop Work or Terminate, .............................................. J5.5 OWNER May Suspend Work.................:......:....15.1 OWNER May Terminate.............................15.2=15.4 Taxes --Payment by CONTRACTOR ............... ::::........ 0.15 Technical Data— Limited Reliance by CONTRACTOR................4.1.2 Possible Price and Tithes Adjustments..............4.2:6 Reports of DilTaring Subsurface and Physical Conditions:...................................4.2.3 xiv Temporary construction facilities ............................. 4.1 Article or Paragraph Number Termination--. by CONTRACTOR...........................................15.5. by OWNER........................................8.8, 15.1.15.4 of ENGINEMVs employment .............................. 8.2 Suspension of Work-in general .............................)5 Terms and Adjectives ............................... .......3.4 Tests and Inspections-= Access to the Work, by,others ...........................13.2 CONTRACTOR's responsibilities.,....... _...........13.5 cost of 13.4 covering Work prior to....::.......................13.6-13.7 Laws and Regulations (or) .......... :................. .... Notice of Defects ................ ................13.1 OWNER May Stop Work.................................13.10 OWNER's'independe_nttesting .......................... j3.4 special, required by ENGINEER ............. .......0.6 timely notice required.......................................13.4 Uncovering the Work, at ENGMER's request ................................................ 13.8-13.9 Times-- Adjusting..........................................................6.6 Change of Contract.............................................12 Computation of................................................17.2 Contract Times --definition of...........: ...............3.12 day ....... ........ ....... ................ ....... ........ ..... 1,7.2.2 Milestones..........................................................12 Requirements- appeals..................................................9.10. 16 clarifications, claims and disputes.................9.H. 11.2. 12 Commencement of Contract Times..2.3 ................ Preconstruction Conference ,;„2.8 schedules ..............:....... .........2.6, 2.9, 6.6 Starting the WOrl..........................................24 Title. Warranty of. .......................................... ........ 14.3 Uncovering Work ................. :........... :............... 13.8-13.9 Underground Facilities, Physical Conditions— definition of....................................................1.41 Not Shown cr Indicated_,..,._.......„...__..,._....,.4.3.2 protection of...........................................4.3, 6.20 Shown or Indica_ted..........................................4.3.1 Unit Price Work" claims.........................................................11.9.3 definition of ................................................... 1.42 general11.9, 14A, 14.5 Unit Prices-- general11.11 Determination for ;;,;;;;;:,,;9.10 Use of Premises................................6.16, 6.18. 6.30.2.4 Utility owners ............................. 6.13, 6.26, 7.1-7.3, 13.2 Utilization, Partial...................1.28, 5.1516.30.2.4, 14.10 Value of the Work...................................................11:3 Values, Schedule of .............................. 2.6,2.8-2.9, 14.1 EJCDC GENERAL CONDITIONS 1.910-3 (1990 EDITION) W/ CITY OF FORT CbLLINS MODMCAMONS (REV 9/99) C -J 9 E Variations in Work —Minor Authorized ....................... to Site —by ENGINEER.... r of Claims --on Final Pays r of Rights by in ' sured part my and Guarantee, Gcners ................... Warranty of Title, CONTRACTC Work„ Access to by others. ............................ Changes in the ..................... Continuing the .................... CONTRACTOR May Stop W or Terminate Coordination of ................... Cost of the. .......................... .......... ....... o ... ; .... OWNER May Stop Work ...... OWNER May Suspend Work, Related, Work at SitA ............ Starting the,_ ............ Stopping by CONTRACTOR. Stopping by OWNER.......:... Variation and deviation authi Work Change Directive — claims pursuant to. ............... definition of,,,.„,,,,,,,,,,,,,,,,,,, principal references to,,,,.,,,,, Written Amendment. - definition of principal references to,,,,,,, ............................ Written Clarifications and Interpretations ...........:::.:...I . Written Notice Required— byCONTRACTOR ......... .............................. byO......:..............Q. xv .......6.25, 6.27, 05 figic* or Paragraph Number 9.2 ................... .. K15 ............... ....................0.30 ....................14.3 ..................... 112 ......... 7 ........................ 10 ..................... 0.29 ................. 1.44 3.5.3,10.1-10.2 ..1.45 1. 10, 1-5, 5. 10, 1 5. 12, ;.8,2,6A9, io.1, 1oA, I 11, 13.12.2. 14.7.2 ... ;:-3.6.3,9,4,9.11 ........... 11, 10.4, 11.2, 13.14 EJCDC GENEM CONDITIONS 19.1,04 (1990 EDITION) w/ aw cirpou cOUINS MODIFICATIONS (REV 9/99) xvi (This page left blank intentionally) EJCDC DENMAL CONDITIONS 1910-S (1990.EDITION) wl CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) GENERAL, ONS c same are more specif=lly identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGINEMs ARTICLE 1�EFINITI writtenraph:i interpretations and clarifications issued 3.6..1 a Effe;ntte paregaphs3.S, 3:b.1 arrd:3.63 m or after the Eefective Date of the Agreement. Shop Drawing submittals Wherever used in these General Conditions or in the other approved �xusuaN to paragraphs 6.26 armd 6.27 end the reports and drawings referred to in paragraphs 4.2.1 and Contract Documents the following terms have the 4.2.2 are not Contract Documents. " meanings indicated which are apphcible to both the singular ,a id plural thereof: 1.11: Contract Price —The moneyyss payable by I.I. Ad&nda-Written or graphic instruments issued OWNER to CONTRACTOR for completion of the Work in accordance with the: Contract Documents as stated in prior to the opening of Bids which clarify correct or the Agreement (subject to the provisions of change the Bidding Requirements or the Contract paragraph 11.9.1 in the case of Unit Price Work). Doaim_ ems. 1.12. Contract Times —The numbers, of days or the 1.2. Agreement —The written contract between OWNER dates stated in the Agreement: (i) to achieve Substantial and CONTRACTOR covering the Work to be performed, Completion, and (ii) to complete the Work so that it is other Contract Documents are attache I to the Agreement ready for final payment as evidenced by ENGINEERS and made a part thermf as provided then in. written recommendation of final payment in accordance With paragraph 14.13. 1.3. Applicafion for Payment —The form accepted by ENGINEER is to be by'GONTRACTOR in 1.13. CONTRACTOR»The firm which used. requesting_ progress or final payments and which is to be person, or corporation with whom OWNER has entered into the Agreement. accompamed by such supporting doaumcntation as is required by the Contract Documents. 1.14. defective -An adjective which when. modifying the word Work refers to Work that is unsatisfactory, faulty 1.4. Asbestos=Anymaterial that contains more than one or deficient in that it does not ewnfomm to the Contract percent asbestos and is ftfable or is releasirmg asbestos fibers Documents, or does not meet the requirements of any into the air above current action levelsestablished by the inspection, reference standard, test or approval referred to United States Occupational Safety and Health inlhe ContractDocuments .or has been damaged prior to Administration. ENGINEER's,recommendation of final payment (unless responsbrlity for the protection thereof has been assumed 1-5. Bid —.The offer or proposal of.the bidder submitted by OWNER at Substantial Completion in accordance with on the prescribed form setting forth the prices for the Work paragraph 14.8 or 14.10). to be performed 1.15. Diwuings—The drawings which show the scope, 1.6. Bid*h$ Documents —The advertisement or extent and character, of the Work to be furnished ;and invitation to Bid, instructions to bidders the Bid form; and performed by CONTRACTOR and which have been the proposed Contract Documents (inclindiiig all Addenda prepared or approved by ENGINEER and are referred to issued prior to receipt of Bids). in the Contract Documents. Shop drawings are not Drawings as so defined: 1.7. BichdhV Requimments-The advertisement or nvitation to Bad irhswctiors to bidders and the Bid fo rn. 1.16. EjJfective Date of :die Agreement -The date indicated to the Agreement on which it becomes effective,. 1:8. Bondr—Performance and Payment bonds and other but if no such date is indicated it means the date on which instiuinents of security. the Agreement.is signed and delivered by the last of the two patties to sign and deliver, 1.9. Change Order —A document recommended by ENGINEER which is signed by CONTRACTOR and 1.17. ENGINEER —The person. firm or corporation OWNER and authorizes an addition, deletion or revision in named as such in the Agreement. the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the liffective Date of the 1.18. ENGINEER' Cbn=Itant-A person, firm or .Agreement. corporation having a contract with ENGINEER to famish services as ENGINEER's independent professional 1.10.. Co» tract Documents —The Agreement, Addenda associate or oonaultent,with respect to the Project and who (which pertain to the Contract Documents). is identifieds such in the Supplementary Conditions. CONTRACTOR''s Bid (ncludin� documentation accompanying the Bid and any post did documentation 1.19. Field Order —A written order issued by submitted prior to the.Notioe of Awarwhen attached as ENGINEER which orders manor charges in the Work in an exhibit to the Agreement, the; Notice to Procedl the accordance with paragraph 9.5 but which does riot involve Bonds, these General Conditions, the &ipplementary a change in the CantiactPiice or the Contract Times. Conditions, the Specifications and the Drawings as the EJCDC GENERAL CONNTIONs 1910s w/ CITY OF FORT COIddM MODIFICA 0 52 ��$8��88$$�8$$$�85��888 ai 0eppp ene�yo�pepiioavpi�pm:��o mamrv.py:�ewddddao6 N �I�I FI�I�I�I�I�I�I�I�I�IaINl"I INI"Iml�l 61 88888888oS888o88°08808 888 88ymddd LL _LL LL LL LL LL LL LL LL LL LL Y. LL 4 LL LL LL LL LL LL LL L, LL y LL LL LL LL }y ` �' d LL a a d i d d i m m d i .d. o10i w biOi w 1y0 bf0i aiDi w m m m m m m n, m m w m tt�� F- m m w w w w gyp+' o d a E E E d K m E u m to d I > bpi y9 �d 3om dd.� nyz� �'?rsC ca ba m `� 2:-�? b 1:20. 'General Requirements —Sections of Division 1 of the Specifications. 1.21. H_amrdous Waste -The term Hazardous Waste shall }rave the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22.a. Laws and Regulations. Laws or Regulations --Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts havingdurisdiction: 1.22.b. l�al Holidays--shall be those holidays. observed j)y the Cily of Fort Coll ns. 1.23. Liens —Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. Milestone —A principal event specified in the Contract Docimients relating to an intermediate completion date or time prior to Substantial Completion of all the Work: 1,25. Notice ofRward--A written notice' by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified OWNER will sign and deliver the Agreement. 1.26. Notice to Proceed —A written notice. given by OWNER to CONTRACTOR (with a copy to ENGINaR) fixing the date on wh ch tine Contmct Times will commence to run aiul on which CONTRACTOR shall start to perform CONTRACTORS obligations under the Contract Documents. 1.27. OWNER —The public body or authority, corporation association, firm orperson with whom CONTRACTOR has entered into the Agreement aril for whom the Work is to be prmidCd 1.28. Partial Utilisation —Use by OWNER: of a substantially completed parr of the Work for the purpose forwhich it is intended (or a related purpose) prior to Subsantial Completion of ell the Work. 1,29. PCBs —Polychlorinated biphenyls. 1.30. Petroleum —Petroleum; including crude oil at any, fraction thereof which.is liquid at standard conditions of tempemmre and ;pressure (60 degrees Fahrenheit and 14.7 pounds per square inch. absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline. kerosene and oil mi ed with other tan -Hazardous Wastes and crude oils. 1.31. Project —The total construction of, Which the Work to be provided under the Contract Documents, may be the Whole, or a part as indicated elsewhere in the Contract Documents. 1.32.a. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of E.iCDC OE M AL CONI)IMO 5l9 10�.(I WT(5Gan) w/ aTY OF FORT OOLUM MODIFICATIONS aiEV 42000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.32b. Re-indar Workbt¢ Hours -Ressler .working hosts are defined as 7:00= to 6`:00om unless otherwise 5prgfied in the General Rufriirerneits. 1:33. Resident Project Representative —The authorized representative of ENGINEER who may assigned to the site or any part thereof 1.34. Samples —Physical examples of materials, equipment, or workmanship that are representative of sage portion of the Work and which establish the standards by which such portion of the Work will be judged 1.35. Shop Drawings -All drawings, diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 1.36. Specifications —Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and warkmanship as applied to the Wok and certain administrative details applicable thereto. 1.37. Subcontractor --An individual,, firm or corporation: having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 1.38. Substantial Completion -The Work (or a specified part thereol) has pprrogressed to the point where, m the oprrninn o ENGI[I1EER as evnclenced by ENGINEER's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance With the Contract Documents; so that the Work (or specified part) Can lie utilized for the purposes for which it is intended; or if no such oertificate is issued, when the Work is complete and ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. The. terms "3abstantially complete' and "substantially completed" as applied to all or pail of the Work refer to Substantial Completion thereof. 1.39. Supplementary Conditions —The part of the Contract Documents which amends or supplements these GeneralConditions. 1.40. Srgrplfer—A manufacturer, fabricator, supplier, distributor, materialman or"verWor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorpomted in the Work by CONTRACTOR or any Subcontractor. 1.41. Utr*4mund Facilities —All pipelines, conduits,. ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, (liquid petroleum if a Notice to Proceed is given, on the dayindiiwted in the products, telephone 'or other communications, cable Notice to'Proceed A Notice to Proceed maybe given at television, sewage and drainage removal, traffic or other any time within thirty days after the. Effective Date of the control systems or water. Agreement In -^ Avert will ,th.. GeatFAGI Ti-M s use to gut lirU aRer tite+#ay 1.42. Unit Price Work -Work to be paid for on the basis " of unit prig. s efo-_ h,4gr 1.43. Work --The entire completed construction or the Starting the Work: various separately identifiable parts theieof fum shed Documents. required to be includes under the C_ ontract Work 2.4. CONTRACTOR shall start to perform the Work and is the rsuit of performing or furnishing labor and on the date when the Contract Times commence to rim, furnishing and =n orporatug mateatals and equipment into but no Work shall be dime at the site prior to the date one the construction, and performing orfamishing services and which the Contract Times commence to run furnishing documents, all as requir by the Contract. Documents, Before Storting Construction: 144. Wotk Change Directive -A wfitten 'directive to 23. Before undertaking each part of the Work, CONTRACTOR issued on or after th Effective Date of CONTRACTOR shall carefully, study and compare 'the the Agreement and signed by, OWNER�and by recommended Contract. Documents and check and verity pertinent figures ENGINEER; ordering,an addition deletion or revision shown thereonn and all applicable field in the Work, or responding to dilferuig or unforeseen measurements. CONTRACTOR shall promptly report in physical conditions under which the Work is to be writing to ENGINEER any conflict, 'error, ambiguity or performed as provided in paragraph'4.2 or 4.3 or to discrepancy which CONTRACTOR may discover and emergencies under para9reph6.23. A Work Change shall obtain a written interpretation or clarification from Directive will not change the Contact 'ce or the Contract ENGINEER before proceeding .with any Work affected Times, but is evidence that the porties expect that the thereby;,however, CONTRACTOR shall not be liable to charge directed or documented by I a Work .Change OWNER or ENGINEER for failure to report any conflict, Directive will be incorporated in a subsequently. issued error, ambiguity or., discrepancy in the Contract Change Order following negotiations the parties as to its Documents, unless CONTRACTOR knew'or reasonably effect, if any, on the Contract Price or Contract Times as should have known thereof. provided,in paragraph 10.2 2.6. Within ten days after the Effective Date of the. ® 1.45. Written Amendment -A. written Conimct Documents, signed by amendment of the Agreement (unless otligmw specified in the, Genital. OWNER and Requirements), CONTRACTOR shall submit to CONTRACTOR on or after the Effective Date .of the ENGINEER for review. Agreement and -normally dealing with, he nonengineering or nontechnical rather -than strictly wrstruction•related 2.6.1. a preliminary progress schedule indicating aspects of the Contract Documents the times (numbers of days or dates) for starting and oompleti4 th o various stages of the Work, including any Milestones specified inthe Ccntract Documents; ARTICLE2-Pl2ELI11'IINAR]'H4AERS 2.6.2. a preliminary schedule of Shop Drawing and Semple submittals which will list each required submittal and the times for submitting, reviewi% and Delivery of Bonds: processing such submittal; 2.1. When CONTRACTOR do]iveis the executed 2:6.2,1. In no case will a schedule be A,.cements to OWNER CONTRACTOR "shall also acceptable which allows less than 21 colendar deliver to OWNER such Bonds as .CONTRACTOR may days for each review by Engineer. be required to furnish in accordance with paragraph 5.1. 2.6.3. A preliminary schedule of values for all of CopiesofDocuments. the Work which will include quantities and. prices of items aggregating the Contract Price and will 2.2. OWNER shall furnish to COIN I CTOR up to ten subdivide thie Work into compon6m parts in sufficient copies (unless otherwise specified m the Supplementary detail to serve as the basis for progress payments Conditions) of the Contract Documents as arc reasonably during construction Such prices will include an necessary for the execution of the ditiomlcopies appropriate amount of overhead and profit applicable will be furnished, upon request, at the o' st of reproduction. to each item of Work. CommencenremofConnndTimes; N�ricetoProceed• 2.7. Before any Work at the site is started, CONTRACTOR end GWP shall eaeh deliver. to the 2.3. The Contract Timeswill commence to run on the ether OWNER with cop es to thirtieth day after the Effective Date of the Agreement, or, ENG]NEIR w/ CITY OF 0 V2000) certificates of insurance (and other evidence of insurance real e�uest requested .by_ OWNER) which CONTRA O1� And Al reapestive{y a�, is required to purchase and maintain in accordance with paragraphs S.4 5 37. Preconsrrucrion Conference- 2:g. Within twenty days after the Contract Times start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procalures for handling Shop Drawings and other submittals processing Applications for Payment. and maintaining required records. Initially Acceptable Schedules. 2.9. Unless otherwise provided in the Contract to review for acoeptatnury to r.NvtNt r,R as provtaea ,v the schedules submitted in accordance with corrections,and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules aresubmitted to and astable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified h4ilestones and the Contract Times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACIOR's full responsibility therefor. CONTRACTORS schedule of Shopp Drawing and Sample submissions will be acceptable to }i'�TGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's whedule of values will be amcptable w ENGINEER as to form and substance. ARTICLE 3—CONTRACT DOCUML'M: INTENT, AMENDING, REUSE Intent: 3.1. The Contract Documents comprise ,the entire agreement between OWNER and CONTRACTOR concerning the Work. The Contract Documents are complementary: what is called for by one is asbinding :as. if called for by all The Contract Documents will be construed in accordance with the law of the place of the Project 3.2. It .is the intent of the Contract Documents to EICDCOENERAL CONDITIOM 19103 0990 Ed dim) w/CITY OF FORT COLUM MODIFICA [IONS (REV 4h000) describe a functionally canplete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be'inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases wh c_h:have'a well-known technical or construcUrt .industry or trade memiing are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Standards and SpeclJieadens of Technical Sacledea; Reporting and Rewbdng Dlscrepandew 3:3.1. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the Laws or Regulations,of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code or Lawn or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents 3.3.2.., If during ,the performance of the Work, CONTRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification; manual or coder or of any instruction of any Supplier referred toin paragraph 6.5, CONTRACTOR shall report it to ENGINEER in writing at one and, CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as.authoriwd by paragraph 6.23) until an amendment.or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3:5 or 3.6; provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR_ knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically stated in the Contract Documents ,or as may be provided by amendment orsupplement thereto issued by one of the methods indicated in paragraph 3.5 or 16, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity or discrepancy between the provisions of the Contract Documents and: 3.1.3.1. the provisions of any such standard, specification, manual, code or instruction (whether or not.specifcally incorporated by reference in the. Contract Documents); or 11 C CJ 3.3.3.2. the provisions of any such Laws or 3.5.3. a Work Change Directive (pursuant to Regulations applicable to the performance of the paragraph 10.1). Work (unless such an interpretation of the provisions of the Contract Documents would result 3.6. In addition, the requirements of the Contract in violation of such Law or Regulation). Documents may be supplemented, and minor variations and deviationsin the Work,maybe authorized, in one or 3.3.4. In the event of eonflictirtg or ambiguous in= of the.foll.owipg ways: movisions within the Contract Documents "specifications ,will take precedence over the drawin 3.6.1. A Field Order (pursuant to paragraph 9.51 and addenda will take cc. over both. Notwilhstandi the forego the more specific 3.6.2. ENGINEER's approval of a Shop Drawing r provision will take pEncedence over ie less ecific• the Sample (pursuant to paragraphs and 6.2 , or more -e t will -take K ver the I= strincent; the more expensive item ill"talre precedence 3.63. ENGINBER's written interpretation or dyer the less-axcensive. _On all drakinnfgijres"take clarification(puiiiiant to paragraph 9.4). precedence over scaled dimensions. Wine of dimensions, if done, is done at the CONTRACTOR'S Reuse ojDocumenn 33, CONTRACTOR and any Subcontractor or No provision of any•such standard, specification, manual, Supplier or other person or orgamaation perf&ming or code or-instructionI shall be effective to change: the duties furritshing any of the Work under,a direct or indirect and of OWNER, CONTRACTOR or contract with OWNER (i) shall not heve or acquire any -responsibilities ENGINEER or any of their subcontractors, earstiltants title to or ownership rights in any of the Drawings, agents or employees from those set forth in the Contract Specifications or other documents (or copies of any Documents, nor shall it be effective to assign to OWNER thereoo prepared by or bearing the seal of ENGINEER or ENGINEER or any of ENGINEER's Coisultants, agents or ENGINEI3R's Qxwltam, and (ii) shall not reuse any of ein to ees any ;duty or authority to supervise or direct the p, yy such Drawings, Specifications, other documents or copies "Project fiinnishvng or performance of the Work or any duty or on extensions of the or any other project without authority to undertake respormbility in6onsistent with the written consent of OWNER and ENGINEER and specific provisions of paragraph 9.13 or any other provision of the written verification or adaptation by ENGINEER Contract Documents 3.4. Whenever in the Contract Docuinents the terms "as ARTICLE 4--AVAILABnHY OF LANDS; ® ordered", "as directed" "as required",I "as allowed", "as approved" or terms of like effect or import are used, or the SUIiSITRTACF. AND, MWCAI, CONDITION_ S; REFERENCE POINTS adjectives "reasonable", "suitable" "ac6eptable", "proper" or "satisfactory" or adjectiYes of like effect or import are used to describe a requirement drection, review or judgincnt of ENGINEER as to the Work, it is intended that AvdilabiGry.ojLands.* such requirement, direction. review or judgment will be solely to evaluate, in general, the ci�i»plotcd Work for 43. OWNER shall furnish, as indicated in the Contract compliance with the requirements of an 99 information in the Documents, the lands upon which the Work is to be Contract Documents and conformance with. the design performed rights -of -way and oasemants for access concept of the completed Project as's ftlnctio ing whole as thereto, and such other lands which are designated for the shown or indicated in the Conti -act Documents (unless there use of CONTRACTOR is a specific statement indicating othtvw*se). The use of 9L'.•'NER-s.wll--fri—' ` ^", moo; D 9R-tvidlt a-eoireet any such term or adjective shall not bee dove to'assign to statement'. Hen ef-ilie ENGINEER any duty or authority to, supervise ordirect t @he lam tecf pad furnishing or performance of die Work or any duty or . authority to undertake responsibility coritrary to the ' ' provisions of paragraph 9.13 or any other provision of the accord ance=with applicable bawl-en&—Regaletiorrs Contract Documents. OWNER. shall identify. an -encumbrances or restrictions not of general application n but specifically related to use of Amending and Supplementing Contraer Daeumen& lands so furnished with which CONTRACTOR will have. to comply in performing the Work. Easements "for' 3.5. The Contract Documents miry be amended to permanent structures or permanent changes in existing provide for additions, deletions and revisions nt the Work facilities will be obtained and paid for by OWNER unless" or to modify the terms and condition thereof in one or otherwise provided in the Contract Documents. If more of the, following ways: CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extM.of any adjustments 3.5.1. a formal Written Amendment, in the. Contract Price or the Contract Times as a result of 3.5._2. a Change Order (pursuant toparagraph 10.4), any delay in OWNER's these lands, rights -of way or eascxnents, CONTRACTOR R may make a claim A, or therefor as provided in Articles 11 and 12. COND1710M 1910$ (199q, Eutim) CONTRACTOR shall provide'for all additional. lands and access thereto that may be required for temporary construction facilities or storage of materials and equnpmem. 4.2. Subsurfaceand PhydcalCanrfftlona., 4.2.1. Reports and Drai&Wi Reference is made to the Supplementary Conditions for identification of 4.2.1.1. Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents; and 4.2.12. Physical Condlfonz Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that, have been utilized by ENGINEER in preparing the Contract Documents. 4.2.2. Limited Reliance by CONTRACTOR Aurhorizecg Technical Data: CONTRACTOR .may rely upon the general accuracy of the "technicaldata" contained in such reports and drawings. but such reports and drawings are not Contract Documents. Such "technical data" is identified in the SupplementaryConditions. Except for such reliance on such "technical data", CONTRACTOR may not Tel), upon up or make any claim against OWNER. ENGINEER or any of ENGINEER's Consultants with respect to: 4:2.2.1. the completeness of such reports and, drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the mean, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.2.2.3. any CONTRACTOR interpretation of or conclusion dawn from any "technical data or any such data, intefpretatidu% 6&ioris or information. 4.2.3. Notice of Dgering Subsurface or Physical Conditions: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either: 4.2:3.1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 and 4.2.2 is materially inaccurate, or 4.2.3.2. is of such a nature as to require a change in the Contract Documcnts, or 4.2.33. differs materially from that.shown or EJCDC 0ffiMLAI. CONOI110M 19104.(19" Efton) w/ a7Y.oF FORT COLLINS MODIFICATIONS (REV 4/2000) indicated in the Contract D=. meals, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the chamaci provided for in the Contract Documents; then CONTRACTOR shallpimmediately after Becoming aware thereof and ore further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as ppaemmtfitted by Paragraph6.23),. notify OWNER. and ENGINEER m 'writing about such condition. CONTRACTOR shall notfiirther distia.siich conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2:4. ENGINEER's Review: ENGINEER will promptly review the pertinent conditions, determine the necessity, of OWNER's obtaining additional exploration or tests with respect thereto, and advise OWNER in writing (with a copy to CONTRACTOR) of ENGWEER's findings and conclusions. 4.2.5: Possible Contract Documents Change: If .ENGINEER concludes that a charge in the Contract Documents is required as a result of a condition that meets one or more of the categories in paragraph 4.2.3, a Work Change Directive or a Change Orden will be issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6. Possible Price and Times. AtousimeN.r. An. equitable adjustment in the Contract pace or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decease in'CONTRACTOR's cost of, or time required for performance oL the Work; subject, however, to the following: 4.2.6.1. such condition -must meet anyone or more of the categories described in paragraphs 4.2.3.1 through 4.2.3.4, inclusive; 4.2-4.2. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authonzatnon of nor a condition precedent to entitlement to any such adjustment 4.2.6.3. with respect to Work that is paid_ for on Urat Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.10 and 11.9, and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if; 4244.1. CONTRACTOR }anew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of CnittractPriceannd'Couma Tories by the 11 submission, of a bid. orl becoming bound give written notice to that owner and to OWNER and under a negotiated contract, or ENGINEER ENGINEER will promptly review the Underground Facility and determine the extent, if 4.2.6.4.2. the existence of such any, to which a change is required in the Contract condition . could reasonably have been Documents ;to reflect and documem the consequences discovered or revealed as a result of any of the existence of the Underground Facility. If examination, investigation, exploration, ENGINEER concludes that a change in the Contract test or study of the site and contiguous Documents is required a Wok Chan . ge Directive or a areas required by I the Bidding Clrige Order will be issued as provided in Article 10 Requirements.or Contact Documents to be to reflect and document such consequences During conducted by or for CONTRACTOR prior such time, CONTRACTOR shall be responsible for to CONTRACTOR's akng such final the safely and protection of such Underground commitment; or Facthtyty" as rovided in paragraph6.20. CONTRACTOR AAA uicrease in 4.2.6.41.3. CONTRACTOR may allowed an failed to the Contract Price or an extension of the Contract give tier written notice within the time and Times, or both, to the am that they are attributable as required by paragrapf 4.2:3. to the existence of any Underground Facility that was not shown or indicated in the Contract Documents If OWNER and CONTRACTOR are 1 inable to agree on and that CONTRACTOR did not know of and could entitlement to or as to the amount or length of any such not reasonably have: been expected to be aware of or eclntable, adjustment in the Contras Price or Contract to have anticipated If OWNERand CONTRACTOR Tunes. a claim may be made therefor as provided in are finable to agree on entitlement to of the iirtiount or Articles 11 and 12. However, OWNER, ENGINEER and length of any such adjustment in Contact Price -or ENGINEEWs Comvltmts shall n4t be liable to Contract Times, CONTRACTOR may make a claim CONTRACTOR for any claims. ,costs losses or damages therefor as provided in Articles 11 and 12. However, sustained by CONTRACTOR an or in connection with any OWNER, .. ENGINEER end ENGINEER's other project or anticipated "project Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or 4.3. Physical Conditions —Underground Facilities: sustained by CONTRACTOR on or in connection with anyother projector anticipated project. 4.3.1. Shown orindicated: The infatuation and data shown or indicated in the Contract Documents with RefemneePointr respect to existing _Underground Facilities at or contiguous to the site is based on information and data 4.4. OWNER shall 'provide engineering 'surveys to famished to OWNER or ENGINEER by the owners of establish reference points for construction which in such Underground Facilities or by ® others. Unless it is ENGINEER's judgment are necessary to enable otherwise expressly .provided in the Supplementary CONTRACTOR to proceed with the Work. Conditions: CONTRACTOR shall be responsible: for laying out the. I Work, shall protect and preserve the established "reference 4.3.1.1. OWNER and ENGMER shall not be points and sha11 make:no changes. or relocations without responsible for the accuracy or completeness of any the prior written approval_ of OWNER CONTRACTOR such information or data; and shall report to ENGINEER whenever any reference point is 'lost or destroyed or requires relocation because of 4.3.1.2. The cost of all of tl a following will be necessary changes in grades or locations, and shall be included in the Contract Price ar d CONTRACTOR responsible for the accurate replacement or relocation of shall have full responsibility. for (i) reviewing anti such reference points by professionally qualified checking all such information and data, (ii) locating personnel. all Underground Facilities shown or indicated in the ContractDocuments,(iii) coon non of the Work 4.5. _ Asbestos; PCBs, Petroleum; Hazardous Waste or with the owners of such Un rgroutd Facilities RattiotrdaeMaienal: during construction, and (t ) the safety and protection of all such Underground Facilities. as 4.511. OWNER shall be responsible .for any provided in paragraph &20 and repairing any Asbestos, PCBs; Petroleum, Hazardous Waste or damage thereto resulting from tine Work. Radioactive Material uncovered or revealed at"site which was not shown or indicated in Drawings or 4.3.2. Not Shown or Indicated: If. an Underground Specifications or identified .in the Contract Facility is uncovered or ravelled ai or contiguous to Documents to be''withip the scope of the Work and the site which was not shown or indicated in the which may present a substantial'danger.to persons or Contract Documents, CONTRACTOR shall, prampdy property exposed thereto in connection with the Work immediately after becoming aware'thereof.and -be for0 at the site. OWNER shall not be responsible for any further disturbing conditions affected thereby or such materials brought to the site by performing.any Work in connecti9ri by therewith (exce t CONTRACTOR, Subcontractors, Sup diets_ or CONTRACTOR is in an emergency as required identify the owner of such Underground paragraph6.23S; anyone .else for whom Facility and responsible. aMtlstnt. cor>Dtnorts 1910-8 ARTICLE 5--BONDS AND INSURANCE Performance, Payment and OfherBonds: CONTRACTOR shall fiarush Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payrnerd of all CONTRACTOR'S obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final paymmi becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also fumish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents except as provider) otherwise by Laws or Regulations and shall be executed by such sureties as are named in 'the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable_ Reinsuring Companies" as published in Circular570 (amended) by the Audit Staff: Bureau of Government Financial Operations, U.S. Treasury Department All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 5.2. _ If.._ the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right to do business is _terminated in any state where any part of the Project is located or it ceases to meet the requirementsof paragraph 5.1, CONTRACTOR. shall within ten days thereafter substitute another Bond and surety, both of which must be acceptable to OWNER 5.3. Licensed Sureties and Insurers, Certificates of Insurance: 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly hcerised or authorized in thojuiisdiction in which the Project is located to issue Bonds of insurance policies for the limits and cavent$es so required Such surety and insurance companies shall' also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.2. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which COM ACTOR is required to purchase and maintain 433: Th _r.,..........* 4.3 and 4 2 ere nOEattended-i0-ap1}j�-EB- tEYJ-Pf�B9�POtfOiCttni; E> _......._.i mnp,e*Ad... EKDC OEIERAL'ColminON51910-8 c19"Eaitiaa w/ QTY OF FORT COLLINS MODIFICATIONS (REV 4ROD0) C u CONTRACTOR'sLiabilirylnsrrance 5.4.10. include contractual liability insurance coveiug CONTRACTOR's inndern obli�ggaalions 5:4. CONTRACTOR shall purchas ad maintain such urxi P%agraphs 6.12 6.16 mid 6.31 through 6.33; liability and other insurance as is app ' berg and furnished rate for the Work vide 5.4.1E performed pro provision or. eindorsement that the as will contan'a .protection from claims set forth below which may arise out coverage afforded will not be cancelled, materially of or result fronn CONTRACTOR'S performance and changed,or renewal refused until at least thirty days famishing of the Work and c6lqRACTbTs other prior written notice has been given to OWNER and obligations under the Contract Docwnents, whether it is to CONTRACTOR and to each other additional unwed be performed or furnished by COhT1RACTOR, any identified in the Supplementary Conditions to whom. Subcontractor or Supplier, .or by anyone directly or a certificate of .insurance has been issued (and the nd reedy employed by any of them to indirect any of the Work, or by anyone for Retfortn or furnish certificates, of insurance furnished by the of then CONTRACTOR to 5.3.2 will wh acts any pursuant paragraph so may be Gable: provide); 5.4.1. claims under workers' comPensation, disability 5.4.12. remain in effect at least final payment benefits and other similar employee ,until benefit acts; and at all timestherealte when CONTRACTOR may be correcting, removing or replacing dfective Work 5A.2, claims for damages becau: of bsodily injury, in accordance with paragraph 13.12; and occupational sickness or -i se or death of CONTRACTOR's employees; 5.4.13. with respect to completed operation it surarim and arre insurance coverage written on a 5.4.3. claims for damages because of bodily injury, claims -made basis, remain in effect'for at least two sickness or disease, or death of any person other than years after final payment (and CONTRACTOR shall CONTRACTOR'semployees; famish OWNER and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory .to OWNER and any such additional ... insured of continuation of such insurance at, final e€such person* . payment and one year thereafter). ( 9P»e�.� rt tssTbTa . ere pai'seli fsr miy OWNER's Liabifiry, Insurance.: 5.4.5. claims for damages, other than to the Work 5.5. In addition to insurance required to be provided itself; because of'injury to ordesiruction of tangible tbryy CONTRACTOR under paragraph 5.4 OWNER at property wherever located, 'incl ding loss of use OWNER's option, may purchase and maintain at resulting therefrom; and OWNER's expense OWNER's own liability iiusurar-ee•as will protect OWNER against claims which may arise from 5.4.6. claims for damages because) of bodily injury or operation under the Contract Documents. death of any person or property damage arising out of the ownership, maintenance or ♦rise of any motor Property Insurance. vehicle SA —Unless lententary The policies of insurance so required by this paragraph 5.4 Gandi6aila-ein to be purchased and maintained shall: nE propy irrsurar�upetrtiue W n err=cute irrdis ue arneueh 5.43. with respect to insurer ce required by 1�--arnawllls- as may be �� 5 4 3 through5.4.6 i mluidee elusive 'and 5.4,9; _ 9 as additional insureds (subject to any customary. exclusion in respect, of professional liability), OWNER, ENGRTFM' ENGWRER's 5-6 } innelade rke. interests--a€—AW#ER Cdhsiuhints and any other person or entities identified R ; in the Supplementary Conditions all of whom shall be 3NC r r fisted as additional insureds, and include coverage for entities . nditiena the respective officers and employees of all such additional insured; andohafi belisted os en irnsived err additieiiel instirei 5.4.8. include the speck cover es and be written " er for not less than the limits of liabi ity, provided in the ono 4hat Supplementary Condition or required by Laws or Shall .;.. r,.. _..100 iRG.».._....c Regulations, whichever is greater; lsewoAe in 5.4.9. include completed operations tna3gil Aild at least insurance; r : f ni .. - war . r6e r.:.i....:n extended EJCDC QM4Mtlll. COMMIIOM 1910-8 a'/ CITY OFFORT COld. M MODIFICA 3�-9VJ#Eit-shall-purehe.9e-mld-maintain-sweh-boiler pftruUruph'3-H 5.9. OWNHR shall not be responsible for purchasing. and maintaining any property irwrance to protect the interests of CONTRACTOR, Subcontractors or others in er spacial ateurenca be iaclwd PAO sHel i€ ble-include-stein irrsttrenee,-and--the-oast dAy E1CDC OENERAI. CONDITION81910.8 (19" Editiau) 10 w/ Q TY OF FORT OOLLIM MODIRCATIONS(REV4/2000) 64141. less due te business iiieffuption; low lbeyead ess exte tr}ing physieal less damage 40 9VVFiBF [xt�per� 9F flte-Werk-cttuse9-by; whet}�v-ar=ne6tnsure�lby�B AFERrand 0 0 5.12. Any insured loss under the policies of insurance required by pmagmphs5.6 and 5.7 will be adjusted with OWNER and made Payable to OWNER as fiduciary for the insureds, as their interests I may appear, subject t toffie �requirements of any applicable mortgage clause and of paragraph 3. 13, OWNER I shall deposit in a separate amount any money so received, and shall distribute it in I accordance with such agreement as the parties in interest may reach If no other special agr ent is reached the Work shall be repadred or re7pplaced, the money s so =applied on account thereof and the Work and the cost thereof covered by an appropriate) Change Order or 5;13. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers 1unless one of the parties in,interest shall object in writingwithin fifteen days after the occurrence of loss to OWNER's exercise of this FVWM. 11 �uWl MjUULVn.M MUUr, V"L4rrc shall make settlement with the insurers M UcawIUY in accordance with such agreement as the parties in interesi may reach. If no such agreement among the parties in interest is reached, OWNER as fiduciary shall adjust and nettle the loss with the insurersi-fe 1 �Nkirge CP egE �epeFpazaef such -duties the Acc?pfance of &kzk and Insurance; 0 on to -Replace., 5.14- If OWNER has any objection to the cove GOMERAGTOR) age afforded by or other provisions of the Aondg insurance re 'red to be purchased and maintained by he ether pany CONTRACTOR in accordance with Article 5..cn thc`b of n;n-c­onformancc with the Contract Documents, ilia party -shall-se, -M arty OWNER will notify CONTRACTOR in writing within tent fifteen days after receipt deliv of the certTiI.I. fer 04-tei 611111111111,; regeastedj to OWNER as required by paragraph 2.7. OWNER 4 CANTRA - GTeh GthM M;Ah eAditienal piiixtt provided as the athef m--- .-I-- -j . . . . . . . . . . . . . . . . . . . . . . 4i—, 61aj -OF Maffie-,;, vh-e —96hff P" el'a" eb* �quiv sovarage Rd A Qinw-r-eF she!. be issued to adjttsi to ParWid Uft&Ad0n-PmP0V Insurance• - 5.15. If OWNER finds it necessary to occupy or use a portion or portions; of the 'Work prior to Substandlial FICDCOMMULCONDITIOM 1910.8 (199QEdfiqh) WICITY OFFORTCOLLINS MODIFICATIONS nplo1,,o;j1jU the' use oroc.cupancymay mor .10. in accordance with paragraphI pr ovided that no such use or occupancy shall commence before the insurers providing the property insurance have. acknowledged notice thereof and in writing effected any changes k coverage nrcmitated thcftby. The inaircii providing the property insurance shall consent by endorsement on the polity or policies, but the property insurance shall not be cancelled or permitted to lapse on amount of any such partial use or occupancy. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES supeMsion and Superintendence: 6.1. CONTRACTOR "11 Supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and exp,utse as may be necessary -to perform the Work in accordance with I I the," Contract Mcuments, CONTRACTOR shall be solely responsible for the means, methods, tethniqum sequences and procedures of construction. but CONTRACTOR shall not ,beresponsible for the negligence of others in the design or specification of a specific :means, method, technique, sequence, or procedure of construction whichis shown or indicated in expressly required by the Contract Documents. CONTRAC'FOR shall be responsible to see that the completed Work complies accurately with the Contract D9-cument.s. 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent; who shall not be replaced without written notrce ;to OWNER and ENGINM, except under ccfraord nary circumstances. The superintaiderit will be CONTRACTOR'S representative at the site and shall hive authority. to act m behalf of CONTRACTOR All communications to the superintendent shall be as binding as if given to CONTRACTOR Labor, Materials and 4uipnenp 6.3. CONTRACTOR shall provide mrnpetent, suitably qualified personnel to survey, lay out and construct the Work as, rued by the Contract Documents. CONTRACTOR shall at all times maintain good discl 11in and order at the site. Exceptas otherwise required K�e safety or protection of persons or. the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents,, all Work at the site shall be performed during regular working work . hours and CONTRACTOR'will not permit overtime work or the performance of Work.on,Satiirday, !_any regal noiiaay wimoui t.. even after prior written notice 11 SECTION 00500 AGREEMENTFORMS 00610 Notice of Award 00520 Agreement 00530 Notice to Proceed rI L 6.4. Unless otherwise specified in the General .Requirements, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, USK heat, telephone, water, sanitary facilities tern facilities and all other facilities and incioleota necessary for the. furnishing, performance, testing, start-up and cortipletion of the Wei& 641. purchasing Restrictions: CONTRACTOR inVa comply with the Citv's putehasinii restrictions. A c of.the.resohitions are.available or review in the o ces of the Piridtasins and Risk Iofanragemetit Division of the City Clerk's ff ce. 6.4.2. Cement Reg riaiors: City of Fort Collins Resolution 91.121 requires that suppliers and producers of cement or broducts writ _Vr! cement to iaMly that the cement was not made in cadent kilns that lit M hazardous waste as a fuel. 6.5. All materials and equipment shall be of good quality and new. except as otherwise provided in the Contract Documents. All warranties end . guarantees specifically called for by the Specifications shall expressly rim to the benefit of OWNER If required by ENGINEER. CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment All materials and cquipiment shall be applied, installed, cormected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the.Contiact Documents. Progress Schedule. 6.6. CONTRACTOR shall adhere to the progress schedule established'in accordance with paragraph 2.9 as it may be adjusted from time to time as provided below: 6.6.1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.9) proposed adjustments in the progress schedule that will not change the Contract Tunes (on Milestones). Such adjustmentswiner ll conform geally to the progress schedule then in cffmt and additivrially trill comply with any provisions of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with therequirements of paragraph12.1. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 12. 6.7. Substitutes and "Or-Equal"!tents: 6.7.1. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is mtetded to establish the type, function and quality required Unless the specification or description EJCDC MMLAL CONDITIONS 1910S (MO Edition) 12 w%CITY OF FORT ODLUM MODIRCA11ONS 0LEV4k000) contains or is followed by words reading that no like, equivalent or "or -equal" item or no substitution is permitted, other items of material, or equipment or material or equipment of other Suppliers may be weipkd by ENGMEER under the following circumstames: VrEqual'". If. in ENGINEER's sole discretion an item .of material or equipment proposed by CONTRACTOR, is functionallyequal to that named and sufficiently similar so that no ehanpe in related Work will be required, it be considered by ENGINEER.as an "or al" item, in which case review and approval of the proposed item may, in :ENGINEER's sole discretion, be accomplished without compliance with some or all of the requireniems for acceptance of proposed substitute items. 6:7.1.2. Substitute Items: If in ENGINEEles sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under subparagraph 6.7.1.1, it Will be considered a proposed substitute item'. CONTRACTOR shall submit sufficient information as' provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENG24M may decide is appropriate under the circumstances. Requests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR If CONTRACTOR wishes to famish or use a substitute item of material or equipment, CONTRACTOR shall fast make written application to ENGINEER foraecep(ance thereof, certifying that the proposed substitute Will perform adequately the functions and "achieve the results called for by the general design, be similar in substance -to that specified and be suited to the same use as that spc0Ac4 The application will. state the, extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the, provisions of any other direct contract with .OWNER forwork on the Project) to adapt the design to the proposed substitute -and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that Mspecified will be identified, in the application and ilsble.maintenance, repair and replicernent service will be indicated The 'application will also contain an itemized estimate of:all costs or credits that will result -directly or indirectly from acceptance of such substitute; including costs of redesign and claims of other contractors affected 0 b1 the resulting change, ell 'of which will be CONTRACTOR..shall _tierfotm.-:not .less'.than-.20. considered by ENG]NEEE in evahhating the Percent of the Work with its own forces (that is proposod substitute. ENGINEER may require without sibcontractin¢). The'20 uercant reauiremerit CONTRACTOR to fitmish additional data about shall be understoal w refer to the Work the valte of the proposed substitute. which totals not less than 20 percentof;the Contract Rice. 6.7.1.3. COMRRCTOR's pe»se All data to be provided by CONTRACT. support of airy 6.8,2, Bi_g proposal 'or equal' or substituto- item will be at. Documents require the identity of certain OONTRACTOR's expense. Stbcontractors Suppliars or other persons or organizations (includnng those who are to hiniish. the 6.7.2. Substitute Construction Methods or principal items, of materials or equip cm) to be Procedutres: If a specific means, method, technique, submitted to OWNER in edvan e€ilse eeified tion shown to Effective soquem or ,procedure of is or date prior the. Date of the Agreement for indicated in and expressly require by the Contract, acceptance by OWNER and ENGINEER; -en& if Documens,• CONTRACTOR may or utilize a GG?T k ' substitute means, method techmque procedure of construct acceptable sequence or aeseFdanae vpM the did to ENGINEER OWNER's or ENGWEERs acceptance (either in CONTRACTOR shall sufamt sufficient information to writing or by failing to make written objection thereto allow ENGINEER, in ENGINEER'S sole discretion, to by the date indicated for acceptance or objection in determine that the substitute groposed is equivalent to the bidding documents or the Contract Doaunernts) of that expressly called for by the Contract Documents. eay�neh Sabeontrae .. ... _ . The procedure for review by EIrTGINEERR will be similar to that provided in subparegriph 6.7.1.2. basis -- reasenebl-hie i1westigati irt GGNTRAGTOR An 6.7.3. Engineers Evaluation:,. E m4iiiih ewe shall submit 14GINEER willbe accepts' v s e *aet_P!iee_ n allowed a reasonable time wi ' which to evaluate . - .n each proposal or submittal Made pursuant to paragraphs 6.7.12 and 6.7.2. ENGINEER will be the will be issued-e sole judge of acceptability. No "or -equal" or constitute a condition of the Contract reouirina the substitute will be ordered, installed or utilized without use of the named subcontractors, suppliers or other ENGINEER'S prior written acceptance which wntl be persons or orpimmtion on the Work untesss'rnior evidenced by either a Change OrOtr or an approved written aotroval is obtained from OWNER and Shop Drawing. OWNER may require ENGINEER No acceptance by OWNER or CONTRACTOR to fimush at I CONTRACTOR's ENGINEER of any such Subcontractor, Supplier or expense a special performance guarantee :or other other person or organization shall constitute a waiver surety with respect to .any "or -equal" or subs[ Pate. of any right. of OWNER. or ENGINEER to reJect ENGINEER will record tiyne required 'by defective Work ENGINEER and ENGINE Consultants in evaluating substitutes proposed or submitted by 6.9. CONTRACTOR purivant to pa 'graphs 6 7.1 r2 and '6.7.2 and in making 'chang in the Contract 6.9.1. CONTRACTOR shall bo fully responsible to Documents (or in the gaovisiorrsof.ay other direct OWNER and ENGINEER for all acts and omissions contract with OWNER for work on the Project) of the Subcontractors. Suppliers.and other persons occasioned therebv. Whether or not ENGINEER and organizations performing orfamishing any of the bsti accepts a substitute item so propo sed or submitted by Work under a "duect or indirect contract with .CONTRACTOR CONTRACTOR, shall reimburse CONTRACTOR just as CONTRACTOR is OWNER for the charges of ENGINEER and responsible for CONTRACTOR'S owm acts and ENGINEER's Consultants for evaluating a ch such omissions. Nothing in the Contract Documents shall proposed substitute item. create for the benefit of any such Subcontractor, Supplier or other person or organization any 6.8. Concerning Abcontmetors, Appliers and contractual relationship, between OWNER or Others: ENGINEER and any such Subootntractor, Supplier or other person or organimtion;:ncr shall it create any 6.8.1. CONTRACTOR shall aot employ any obligation on the part of OWNER of ENGINEER to Subcontractor, Supplier'or other person or or zation pay or to,see to the payment of arty moneys due .an y (including those acceptable to OWNER and such Subcontractor, Supplier or other person or ENGINEER,as indicated in pant aph 6.8.2), whether organization except as,may otherwise be re�qquuiured. by initially or as a substitute, agaiust�whom OWNER or Laws and Regulations. OWNER or ENGINEER may ENGINEER may have rea finable objection. Tannish to any subcontractor, sauolier or other person CONTRACTOR shall not be regiiuerl to employ any or oreaniartion evidence of amounts paid to Subcontractor; her or other p lson or organization CONTRACTOR in accordance with to, himish or perform any of tFn Work against whom CONTRACTOR'S "Applications for Payment". CONTRACTOR has reason le objection. EdGni) 19 1 (M 4/2000). 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and ceganimtions performing or fumi4mig any of the Work under a direct or indirect contract with CONTRACTOR CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing arty of the Work to communicate with the ENGINEER through CONTRACTOR 6.10. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. AD Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. Mtenever-anysuoh-agreement s en Parent Fees and Ra}n/tres 6,12. CONTRACTOR shall pay all license fees and royalties and. assume all costs incident to the use in the Performance of the Work or the incorporation in the Work of any inverition.design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is fled in the Contract Documents for use 6 the _ , ormance of the. Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payvient of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the. Contract Documents. To the fullest extent _permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and the officers, directors, employees; agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Wor L or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents. EXDC GENERAL CONDIIIOM 1910-8 (1990 Editicu) 14 rv/ C1TY.OF FORT cc)ujl+S MODIFICATIONS (REV 4l2000) Permits., 6.13. Unless otherwise provided in the Supplementary Conditioru, CONTRACTOR shall obtain and pay for all construction permits and licenses OWNER shall assist CONTRACTOR, when necessary, ,in obtaining such permits and license CONTRACTOR shall pay all governmental charges and inspe�iop, fees necessary for the prosecution of the Work ,which are applicable at the time of opening of Bids, or, if there are no Bids, an the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6L4. Lrwsanditu(adonv: 6.14.1. CONTRACTOR shall give all notices and complyy with all Laws and Regulations applicable to furritsliing and performance of the Work. Except where otherwise expressly required by applicable Laws. and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR's compliance with any Lawsor Regulations 6.14.2. If CONTRACTOR performs any 'Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and ,damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTORS primary responsibility to make certain that the Specifications and. Drawings are an accordance with Laws and Regulations, but this shall, not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.3.2. Tazes: 6.15'. CONTRACTOR shall pay all sales, coritiurner, use and other similar taxes required. to be paid by CONTRACTOR in accordance with the Laws and Regulations of the plan of the Project which are applicable during the performance of the ]Fork. 6,15.1. OWNER is exempt fipm Colorado Statcand local sales and use taxes on materials to be txrmaneiitjy incoroomred into thep sect: Said taxes shall trot be.included inih i tract Price. Address: Colorado Department of Revenue State Capital Amex C 0 us, ul C-P OP, idcl 011i rigi unr Nil CO dim oCc fro, ma( per sett rest pro CA hole Col any dan acu 6cc ind UPC 6.11 sha mal Wc sha and 0011 Mai real CO, oxii by I 6:1 � Of end any pre: Ret Fic wi C 1375 Shernian Street, Denver. Colorado, 80261 Sales and Use Taxes for the State ofColorado, TEffiligon D and certain ftoZI counties am a JeLl" e State of Colorado and are included in the Certification of Exemption. Al and Use To (includinState —'os ,lCi)anv`items other than construction and buildug materials hMcall o Prated into the ne t6 be j*id Ja CONTR LCTOR. and We to 9 �Zchtded in %7%riate.bid items Of Premises ;. 6514TRAdTOR. shall co on privent, the storage of'materials and equipment and utions of workers to the site a land and arm tified in and permitted by the C-71aec: Documents and r land and areas permitted by Law,6 and Regulations, ts-of-way. permits and easeme and shall not zscinably encumber the premises with construction parent or other materials or equipment. qTRACTOR shall assume full resxinsibility for any age to any such land or area, 6 to the owner or ipant thereof or of any 4acerd Ian or areas, resulting i the performance of the Work. ould any claim be le by any �such owner or occit because of the ormance of the Work, CONTRAMR, shah promptly e with such other party by negotiation or otherwise lye the claim by arbitration mother dispute resolution eeding or at law. CONTRACTOR shall, to the fullest nt permitted by Laws and Regulations, indemnify and I harmless OWNER; ENGINEER, ING11,19ER's sultant and anyone directly or indiiectly employed by of them from and against all 'olaims,'oosts-, losses and ages ansin I a out of or resulting from xi, legal or equitable, brought by any claim or any such owner or ipant against OWNER, ENGINEER or any other party innified hereunder to the extent caused by or based n CONTRACTOR!s performance ofthe I Work. During the progress of the. W#, CONTRACTOR I keep the promises free from accoulatioits"of waste MiSK rubl3ish and other debris tend* from the 'k. At the, completion of the Work CONTRACTOR I remove all waste materials, rubbish and debris from about the promises is vicil is aU tools, appliances, aruction equipment and, machinery and surplus Mials. CONTRACTOR shall leave the site clean and for occupancy by OWNER At Substantial ipletion of the Work CONTRACTOR slmfl restore to inal condition all property not designated for alteration ne Contract Docurnents. I. CONTRACTOR ft- R not load nor permit any part my structure to be loaded -in any manner that will huger the structure, no, shall CONTRACTOR subject pan of the Work or adjacent property to stresses or surcs thatwil] endanger it. argil Documejar )COENERALCONDITIOMI910.8(199.E(tt C4) :Ty OF FORT COLUM MODM . PM (REV 42000) 6.19. CONTRACTOR shall mairdairtmasafe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directive, Field Orders and written interpretations and clarifications (issued pursuant to paragfaph A) in good order and annotated to show all charges made during, construction Those record d with together wFLU approved Samples and a counterpart of all, approved Shop Drawings will be available to ENGINEER for reference. Uporicompletion of the Work, and virior to.release of final Payment, these delivered loENUINEE Safdy and Pratec6on: 6.20. , CONTRACTOR shall be responsible for initiating, maintaining and supervising 611 safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of; and shall provide the necessary protection to prevent aamage, injury or loss to; 6.20.1. all persons an the Work site or who may be affected by the Work; allthe Work and materials, and equipment to, be incorporated therein, whether in storage on or off the site; and 6.20.3. other property at the site or. e4jacent.thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or r4iiceri crit in the course of construction. CON -TRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of penons or property or to protect .diem from &Magq injury or loss: and shall erect and mairiain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property .and of Undcrgro-urid Facilities and when prosecution of the Work may 'affect=7and shall cDopera I to with them inihe pioiection, removal, relocation and replacernerit of their property. AU damage, injury or loss to any "city referred to in paragraphs 6.20.2 or 6.203 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any -other person or organisation directly or indirectly emIiloyedby anypf lKem to perform or furnish any of.the ' Work j for whose acts any of them may be liable, shall e r di by CONTR , ACTOR (inept damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissichs of OWNER or ENGINEER or ENGMER!s Consultant or anyone employed bbyy any of them or anyone for whose acts iiny.of them maybe liable, and not attributable, directly'dr indirectly, in whole or in part, to the fault or negligericc of CONTRACTOR or any Subcontractor, Supplier or other person or organization directly or in employed by any of them). OONTRACTOR's duties and responsibilities for the safety .and protection;of the Work shag continue imffl such time s I IS c0m a aflheWaii)16tedand EN6!iZE12khas -issued a 15 notice to OWNER and CONTRACTOR in accordance with paragraph MA 3 that the Work is acceptable (except as otherwise expressly, provided in connection with Substantial Completion). 6.211. SafetyReprewnta&e.• CONTRACTOR sliall designate a .qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Hazard Communimfion Programs:. 6.22. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with Laws or Regulations Emergencies: 6.23. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR without special instruction or authorization from OWNER or ENGINEER, is obligated to act to prevent threatened, damage, _injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby: If ENGINEER determines that a .change in the Contract Docu_m_ents, is required. because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action 6.24, Shop Drawings and Samples• 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2:9). All submittals will be identified m ENGINEER may require and.in the number of .copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to citable ENGINEER to. review the. information for the limited purposes required by paragraph 6.26. 6,24.2. CONTRACTOR shall also submit Samples to ENGINEER for review :and. approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data:such as catalog numbers and the use fur which intended and otherwise as ENGINEER may rZ4uire to enable ENGINEER to review the submittal for -the limited EXI)C OENEIIAL CONMMOM 1910-8 (t990Editim) 16 w/CITY OF FORT CGLLDSMODIRCATIONS(REV4n000) purposes requited by pamgmph6.26. The riumbers of each Sample to be submitted will be as specified in the Specifications. 6.25 Submittal Procedures: 6.25.1. Before submittug each Shop Dmwmg or. Sample, CONTRACTOR shall.have determined and vied: 6.25.1.1. all field measurements, quantities, dimensions; specified performance criteria, installation requitements, material$ catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and .irstallation pertaining to the performance of the Work,'and 6.25.1.3. allinformation relative to CONTRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6.25.2. Each submittal will bear a -stamp or specific written indication that. CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal 6.25.3. At the time of each submission,, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample. submitted may have from the requirements of the Contract Documents, such notice tobe in,a written communication separate from the submittal; and, in addition, shall cause a specific. notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation 6.26. ENOINEER will review and approve Shop Drawings and Samples in accordance with the schedule of Shop. Drawings and Sample submittals _accepted. by ENGINEER as required by paragraph 2.9. ENGINEERs review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to .the information given in the Contract Documents and be compatible with the design concept of the _ cap lcted Project as a functioning whole as indicated by the Contract Documents. ENGINEER's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence or procedure of n �J 11 C • construction' is specifically an ekprm Contract Documents) or to safety;prea incident thereto. The review and app item as such will not indicate approva, which the item functions. CONTRP corrections required by ENGINEER. : required number of corrected copies of submit as required new Samples for r( CONTRACTOR shall direct specific al revisions other than the correctia ENGINEER on previous submittals. 6.27. ENGINEER's review and Drawings or Samples shall not :relic% from responsibility " f i any variation fri of the Contract Documents unless COI wiitirg called ENGINEER'S attenti variation at the time of submissic paragraph 6.25.3 and ENGINEER approval of each such variation by notation thereof incorporated in or acct Drawing cr Sample approval; nor wi ENGINEER relieve CONTRACTOR for complying with the requirements of 6.28. Where a Shop Drawing or See the Contract Documents or the schedu and Sample submissions accepted I required by, paragraph 2.9, any relate prior to ENGINEER's review and,appr submittal will be at the sole expense-e CONTRACTOR Conttriuingthe Work: 6.29. CONTRACTOR shall carry adhere to the progress schedule dw disagreementswitlhOWNER. No,Wor postpi ned pending resolution of duagreemerts, except as permitted by OWNER and CONTRACTOR may writing. called for by the ,at Of e Sep — the assembly in 'OR shall make I shall "retiuh the op Drawiiip and ew and approval. tion in writing to called for by Of RACTOR has in to each such as required by s given written specific written )anying the Shop. )le is required by of Shop Drawing ENGINEER as of m the Work and mg all disputes or shall be delayed or any disputes or =graph 15.5 or as xlterwisc agree in 6.30. CONTR_A_C_TOR's Genera! Waira rtv and 6lraraniee: 6.30.1. CONTRACTOR warrants OWNER; ENGINEER and ENGI that all Work will be in accordam Documents. and will - n6t CONTRACTOR's, warranty and i excludes defects or damage caused 6.30-1.1% abuse; modificat 6.30.1.2. normal wear and usage. 6.50.2. CONTRACTOR's obligat complete the Work in accordanc Documents shall be absolute. M will constituto- an aocectannce:of VCDC OSNERAL CONDITIOM 191M wtCITY OF FORT ODLUM MODIFICA and guarantee to FEER's :ConsulEants with the Contract be defective. jammee hereunder ty: m or improper persons other than rs or Suppliers; or tear under normal n to perform and with the :Contract ie of the following (ork ,that is not in Edtim) OM 412000) accordance with the Contract Documents or a release` of CONTRACTOR's obligation to perfmm the' Wank. in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER; 630.2.2. recommendation of any progress or final payment hy'INGINEER, 6:30:2.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR undo. the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by.OWNER; 630.2.5. any acceptance by OWNER or any failure to do so; 6:30.2.6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER. pursuant to paragraph 14.13' 6.30.2.7. any inspection, test or approval by others; or 6.30.2.8. .any correction of defective Work by OWNER Irtdenurtfiigdorr: 6.31. To the fullest extent permitted. by. I.axis and Regulations,, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultantsof each and any of them from and against all claims, costs; losses and damages (including, but not limited to, all fees and.charges of engmeers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost, loss or damage:. (i) is attributable to bodily mjury,. sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) is caused of whole or in part by any negligent :act.oromission,of CONTRACTOR any Subcontractor, any.Suppher, any person or.organization directly or indirectly employed by of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part 6y airy negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws :and Regulations regardless of the negligence of anysuoh per=' or entity. 6:32. In any and .all claims against OWNER or ENGINEER or any of their respective consultants, agents,. officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcartcactor, any Supplier, any persona or organization directly or indirectly employed by lip any of them to perform or famish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph6.31 shall not be limited in any way by any limitation on the amormt or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or otherperson or'otganiratton under workers' com msation acts tlisabilitybenefit acts or ether employee bereft acts, 633. The indemnification oblt'galions of CONTRACTOR wider paragmph6.31 shall not extend to the liability of ENGINEER and fiNGINEER's Consultants, officers, directors, employees or aSents caused by the professional negligence; errors or omissions of any of than. Sunival ofObligakons. 6.34. All representations, indemnifications, warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obtiptions indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement: ARTICLE 7-07HER WORK Related Troy* at Me: 1.1. OWNER.may perform other, work related to. the Project at the site by OWNER's own forces,, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work perforated by utility owners. If the fact that such other work is to be performed was not -noted in the Contract Documents then: (t) written notice thereof will be given to CONTRACTOR prior to starting any such other work and (u) CONTRACTOR may make a claim therefor as provided in Articles 11 and 12 if CONTRACTOR boliefcs that such performance will involve additional expense to CONCRACTOR or requ res additional time and the sties are unable to agree as to the amount or extent thereof 7.2. CONTRACTOR shall afford each other contractor who is a party to such a direct 'contract and each utility owner '(and OWNER, if OWNER is performing the additional work with OWNER's employees) proper and safe access to the site and a reasonable opportunity. for the introduction and storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting; excavating or otherwise altering their work and will onlyy cut or alter their work with the written consent of E[GINEER and the others whose work will be affected. The duties and responsibilities of "CONTRACTOR under this paragraph are for the benefit of such utility owners and other contrscters to the extent that there are comparable EICDC GENERAL CONDITIOM 1910-8 (1990 E(tilim) 18 wianOFFORT c01.11M ODIFICATIONSptE412000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. 7.3. If the proper execution or results of any part of CONPRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER -in writ im; any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the,proper execution and results of CONTRACTOR'S Work. CONTRACTOR's failure so to report will coristitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's 'Work except for latent or nonapparent defects and deficiencies in such other work. C00r4narion: 7.4. If OWNER contracts with others for the performance of other work on the project at the site, the Mowing will be set forth in Supplemeaterery"Conditions: 7A.1. the person, firm or corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; 7A.2. the specific mailers to be covered by such authonty.and responsibility will be itemized; and 7.4.3. the extent of . such authority and responsibilities will be provided Unless. otherwise. provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination ARTICLE 8- 0AVER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.2. In case of termination of the "employment of ENGINEER, OWNER shall appoint an engineer against whom G9?R?,jkGT-GR makes no whose, status under the Contract Doeiunenis shall be that of the former ENGINEER 8.3. " OWNER shall furnish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly" when they are due as provided in paragraphs 14.4 and 14.13. 8.4. OWNER's duties in. respect of providing lands .and easements and providing engmi eenng surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. paragraph 4.2 refers to OWNRR's identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing • stnictures at or contiguous to the site that have been utilized by ENGINEER it preparing the Contract Documents. -Lin—wimos are t 8:6. OWNER is obligate -to eXecu Change Orders as indicated in paragraph' 10.4. 8.7. OWNER's responsibility it respect of certain inspections, tests and approvals is set forth in paragraph 13.4. 8.8. In connection With OWNERS"ri to stop Work or suspend Work, see paragraphs 1 .10 and 15.1. Paragraph 15.2 deals with OWNER's fright to terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor 'be! responsible for, CONTRACTORS means, methods, techriques, sequences or procedures of construction or the safety precautions and Programs incident therdo, or fort any failure of CONTRACTOR with Laws and Regulations �to� �c�o.Lm�p�l�y applicable to the fumishirtg or perfo- ance'of the Work. OWNER will not be responsible for CONTRACTOWs failure to perform or furnish the Work in accordance with the Contract Documents. Ashest "fir —€ sera dour 4�ests—oi _d 4t Ate is 8.11—i Elie GVVNER his the to Cumislt in a extent FOARAnAbIO .....a. agreed 8---thBi—�iABH61@i to ens respensil>;lily-in-resaect-urereef-wiu-ba us set forilr.ir.tha ARTICLE 9-ENGLYEER'S ST TUS DURING CONSTRUCTION OWNER's Repreventarive: 9.1, ENGINEER will be OWNER'S representative during. the construction Period. The duties and responsibilities and the lmutations of authority of ENGINEER as OWNER's re_ptrmesemative during construction are set forth it the Con ct Documents and shall not' extu ded without.writteim oonseHI of OWNER and ENGINEfiR v Vrdts to Site. 9.2. ENGINP.F.R will make visits the site at intervals epppprroopprnmaato to the various stages i1GINEIIt deems in of construction as to necessary order experienced and qualified design professional observe as an the progress EJCDC GENERAL CONDITIONS 1910-8 (IM Edtim) W/ CITY OF FORT COLLINS MODIFICATIONS ftN 4/2000) that has-been made and the quality of the various aspects of CONTRACTOR's executed Wodt. Based- on information ;obtained during such visits and observations, ENGINEER will endeavor for the benefit of OWNER to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or'continuous on - Site inspections to check the quality or quantity of the 'Work. ENGINEER's e6rts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents On the basis of such visits and on - "site observations. ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER agamrrst defective Work. ENGINEER's visits and on -site observations are subject to all the limitations on ENGINEER's atuhcrity and responsibility set forth "in pamgrapIt 9:13, and particularly, but without limitation, during or as a result of ENGWEGR's on -site visits or observations of CONTRACTOR'S Work ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR'S means, methods, techniques, sequences or procedures of construction, or the safety. precautions and programs incident thereto, or for any failure of CONTRACTOR to comp. with Laws. and Regulations applicable to the furnishing or performance of the Work. Projed Represerthrtive: 9.3: IfOWNER,and ENGINEER agree, ENGINEER will famish a Resident Project Representative to assist ENGINEER in providing more continuous observation of the Wo& The responsibilities and "authority And limitations thereon of any such Resident Project Representative and assistants will be as. provided in paragraphs 9.3 and 9.-13 and- inlemerilery .Gonditiens of these General Conditions. I OWNER desrtrm�races another reppresentative or agent to represent OWNER at the site who is not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as 931 The Representative's dealings in matters pertainim to the orf-site work will, iri aeneritl, be with the ENGINEER and .CONTRACTOR But, the RRR,pm,Mative will keep the OWNER raooerly advised about such matters. The Representative's dealings .with subcontractors will onlv be through or CONTRACTOR 9.12. Duties and Responsibilities. Representative will: 9.3.2.1. Schedules - .Review the proarus 19 20 schedule aral, other schedules prepared by the CONTRACTOR and c t " with the ENGINEER corncaning acoeeagbility. 9.32.2. Conferences and Meeting = Attend meeting with the CONTRACTOR such as eoonstivction conferenoes o ess meetin and other nob conferences prepare and circulate comes of minutes of meetirres. '.. 9.3.2.3. Liaison 9.3.2.3.1. Save as ENGINEER'S liaison with CONTRACTOR .working —principally tv: isCthe CONTRACTORS sutier undent ai assCONTRACTOR m understanding tie Contract Dm=ents. 9.3:2.31 Assist in obtaining from OWNER additional .details .or information when rewired. for proper exxution of the Work. 9.3.2.3:3. Advise the ENGINEER end CONTRACTOR of the commencement of my Work regairing a OM Drawing or sample submission if the submission has not been aon owed by the ENGINEER 9.3.2.4.Review of Work, Reiection of Defective Work Immbectians and Tests - 9332.4.1. Conduct on -site observations of the Work progress to assist the ENGINEER in determining that the Work is :proceeding in accordance with the Contract Dacwnenls. 9.3.2.4.3. Accomp�tly vi!!9c inswctors representing public or other aaencies having wrisdiction over the'Proiect. record the results of these inspections and report to the ENGINEER. tat Documents. Report to ENGINEER 'when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and. inn itation of the Contract Documents .es issued by the .fOOMmr7 9.3.2.6. Modifications. cdr s er and evaluate CONTRACTORS suaaestiorns for EICDC OENENAL CONDI7IOI51914511990 Edtivn) wl (3TY OF FORT COLUM MODIFICATIONS (REV 42000) modification in Drawings. or.Specifimtions and report these reoonnmendations'to ENGINEER A cumtely tmnsmit to CONTRACTOR decisions issuedby the ENGINEER 9.3.2.7. Records, 9.3.18. Reports. 9.3.2.811. Furnish ENGINEER periodic rc " as-rNiaired, of the - - -' em of the Work and of the CONTRACTORS compliawh egess schedule schedue and Drawing and samnle submittals 9.3.2.8.2. Consult with ENGINEER in advanw of .sehedulimt major- tests, in ions or start of important phases of the Work. 9:3.2.8.3. Draft propose d Change Orders and Work Directive Changes obtaining backup material from the CONTRACTOR and recommend 'to ENGINEER Chdripe Orders Work Directive Changes and field MM 9.3.2.8.4. Report immediately to ENGINEER and OWNER the oocurrence of any accident. 9.3.2.9. Pavment Requests. Review applications far pavrr with CONTRACTOR forcompliance with thecat established oocedure for their submission and forward with recommertdation.to 0 0 0 ENGINEER noting particularly the relationship of requirements of the Contact Documents (in the form of the payment requested to, the schedule of.values. Drawings or otherwise) as ENGINEER may determine and materials and gquiffacrit necessary, which shall be consistent with the intent of and tec work tRe4:site but not !moorponited in the reasonably inferable from the Contact Documents. Such Work. written clarifications and iraerpretations will be binding an OWNER and CONTRACTOR. If OWNER or 9.3.2,10. Completion. OONTRACTOR,beheves that a written clanfication.or interpretation justifi& an adjustment in'the Contract Price 9.12.10.1. Before a at ,the Contract Times and the parties are unable to wee Certificate of Substantial ENE submit to the amount or extent thereot if any, OWNER or to CONTRACTOR a list of observed items CONTRACTOR may make a written claim dierdar as mqqdng correction or7campletion. provided in Article I i or Article I I Authorized Virriaffons in Work: 9.5. ENGINIKER. may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contact Price or the Contract Times and are compatible with the design concept of the completed Project as a functionig -whole as indicated by the Contract Documents. These may be accomplished by a Field Ordef and will be binding on OWNER and also on CONTRACTOR who shall perform the Work 4wolved promptly. If OWNER or CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Pfice or the Contact Times and the panics are unable to agree as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as prctyid6d:in_Arti.cle 11 or 12,. Rejeciing Defeciiiie Work 9.6. ENGINEERwillhave authority to dkiplirove or reject Work Which ENGINEER believes to bc,&fectrve,, or that ENGINEER believes will not produce a completed Project.that. conforms to the Contract Documents or that Killprejudice . the integrity of the design concept. of the completed ni�l ted Pro- t as afunctiordrig whole as indicated by the gntract Documents. ENGINEER will .also have authority to require, special inspection or testing of the Work as provided in paragraph 13.9, whaher or not the Work is fabricated, installed or completed. LcAarding or asurne co of over safe tv Shop Drawings, Change Orders and Pqvniears: VLc!�gutiuns and prosrams in connec 6nsw0ai the Work 9.7. In connection with ENGINEERs authority as to Shop Drawings. and Samples, see paragraphs 6.24 through Sho2 Drawing or sampie 6.18 "inclusive, Gem submittals .anyone. (.other than the CONTRACTOR. 9.8. in connection with authority as to I Change Orders, me Articles 10, 11, and 12. 9.3.3.7.. Authorize OWNER to occupy the Work in whole or in part. 9.9. In connection with ENGINEER!s authority as to Applications for Payment, we Article 14. in specialized field Lr_ Wlry tests , conducted by others Deterntinationsfor Unit Prices: 9M& specifically authorized by the9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by Clarifications and Inteipretadons. CONTRACTOR ENGINEER will 'review with CONTRACTOR the ENGINEM's .preliminary 9.4. ENGINEER will issue with reasonable promptness determinations on such matters before rendering a written such written clarifications or intefliretations 61 the decision thereon (by recommendation of an Application .EJCDCOENEM CONIXTIOM 191H W/ CITY OFFORT COLUNS MODMCA 21 DATE: March 14, 2019 TO: Lightfield Enterprises Inc. PROJECT: 8469 Concrete Main OWNER: CITY OF FORT COLLI SECTION 00510 NOTICE OF AWARD ance Project Phase I - 2019 Renewal (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated March 6. 2019 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 8469 Concrete Maintenance Project Phase I - 2019 Renewal. The Price of your Agreement is 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 March 29, 2019.. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement ® including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these cond your Bid abandoned, to annul this Within ten (10) days after you fully -signed counterpart of the s within the time specified will entitle OWNER to consider ice of Award and to declare your Bid Security forfeited. with those conditions, OWNER will return tI you one (1) lent with the Contract Documents attached. for Payment or otherwise). ENGINEER's written decision thereon will be final and binding upon OWNER and CONTRACTOR, unless, within ten days after the date of any such deasiM eitherOWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from ENGINEER's decision and: (i) an appeal frenn hRGINEER's decision is taken within tho time Limits and in accordance with the procedures set forth in Exhibit GC -A,- "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR purstiant to .Article 16, or (n) if no such Dispute Resolution Agreement has been entered into a formal proceeding is instituted by the appealiria party in a forum of competent )*urisdiction to exercise ssturcchF rights or remedies as the appealing party may have with respect to ENGINEER's decisro4_ unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be subject to the procedures of paragraph 9.11. Decisions on Disputes.- 9.11. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing- of the Work and claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER inwriting with a request fora formal decision in iccoidance. with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in no event later than thirty days) after the start of the occurrence or went giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other,matter._ The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last submittal (unless ENGINEER allmvs additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing party's submittal, if any, in acoordancc with this'pamgraph - ENGINEERs written decision on such claim, dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (r an appeal from ENGINEER's.decisim is taken within tine time limits and in accordance with the ,procedures set .forth in EX1dIBIT GC -A,. "Dispute Resolution Agreement', entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from ENGINEER's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within thirty.days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such VMC OENMe CONDITI ON51910.8 (1990 Editicn) 22 wI CITY OF FORT COLUM MODIRCATIONSLREV4h00a) decision unlessotherwise agreed in writing by OWNER and CONTRACTOR 9.12. When functioning as interpreter and judge under paragiaphs9.10 and 9.11, ENGINEER will not show lity to OWNER or CONTRACTOR and will not be liable in_connection with any interpretation or decision renderedin good faith in such capacity. The rendering of a decision by ENGINEER pursuant to' paragraphs9.10 or 9.11 with respect to any such claim, dispute or other matter (accept any which have beenwaived by the making Q aceeptance of final payment as provided inparagraph 14.15) will be a condition precedent to, any exercise by OWNER orCONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulation in respea of any such claim, dispute or other matter�ela}6. 9.13. Limitations on ENCINEER's Authorfty and Respoirsibifiries. 9.13.1. Neither ENGINEERS authority or responsibility under this Article 9:or under any other provision of the Contract Docxmients nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking exercise or performance of any authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor; any Supplier, any other person or orgamratron or any surety for or employee or agent of any of them. 9.132. ENGINEER will not supervise, direct, control or have authority over to be.responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, or for any faihac of CONTRACTOR to comply with Laws and Regulations applicable to the .fiarnishung or performance of the Work. _ ENGINEER will not be, responsible for CONTRACTOR's failure to perform or fiimish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR, or of any Subcontractor, arty Supplier, or ofany other person or org ization performing or furnishing any of die 9.13A. ENGMEER's review of the final Application for Payment and accompanying documentation and all maintenance and operatuinrngg instructions, schedules, guarantees Bonds and certificates of inspection, tests and approvals and other' documentation required to be dehvered by peragmph14.12 will only, be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that. the results certified indicate compliance with, the Contract .Documents 9.13.5. The limitation upon authority and C E C1 responsibility set forth in this apply to ENGINEER's Corn Representative and assistants ARTICLE 10—CHANGES IN THE 10.1. Without invalidating the Agreement and without. notice to .any surety, OWNER may, at• any time or from time to Time, order additions, deletions for revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promvtly proceed with the Work i nvolved which will be performed under the appplIcable conditions of the Contract Documents (except as otherwise specifically provided): 10.2. If OWNER and CONTRACTOR are unable to agree as to the extent, if any; of an I a4ustra.crnt in the Contract Price or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article 11 or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price a an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amend modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provide in paragraph 6.23 or in the case of uncovering Worl_ as provided in paragraph 1.3.0. 10.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4.1, changes in the Work which ate,(t) ordered by OWNER pursuant to paragraph 10.1, (ii) required because of acceptance of defective Work under paragraph 13.13 or correcting defecrive Work under paragraph 13.14, or (ii) agreed to,bythe parties; 10.4.2. changes in the Contract Price or Contract Times which are agreed to by the parties; and 10.4.3. changes in the Contract Rice or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.11; provided that, in lieu of executing any.! uch Change Order, an appeal may be taken from any: such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulatiom but during any such appppeeal, CONTRACTOR shall carry on the Work and ac➢tere to the progress schedule as .provided 'in pamgmph 6.29. 10.5. If notice of any change affect of the Work or.ihe provisions of the EICDC OENERAL CONDITIOM419.10-8 Wr QTY OF FORT 00LLINS MODIFICA neml scope Documents (REIN 42000), (including, but not limited t(x Contract Rice. or Contract Times) is required by the provisions of any Band to be ggitven to a surettyy, the giving of any such notice will be CONTRACTOlI's responsibility, and the amount of each applicable tend -, be adjustodaccordingly. ARTICLE 11-CHANGE OF CONTRACT -PRICE 11.1. The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work All duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be it CONTRACTOR's expense without change in the Contract Price. 11.2. The Contract Price may only be changed, by a Change Order or by a Written Amendment Any claim for an adjustment in the Contract Price shall be basal on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall be'adcompartod by claimant's written statement that the adjustment claimed covers all ImowrI amounts to which the claimant is entitled as a result of said occurrence or event. All claims for adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9.11 it OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submined in accordance with this paragraph 11.2. 11.3. The value of any Work, covered by a Change, Order or of any claim for an adjustment in the Contract .Price will be determined as follows: 11.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such umt•prices to the quantities of the items 'involved (subject to. the provisions of 23 paragraphs 11.9.1 through )1.9.3, inclusive); 11.3.2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed payment basis, including lump scan (which m6y include an allowance for overhead and profit not necessarily in accordance with paragraph 11.6.2); 11.3:3. where.the Work involved is not covered by unit prices contained in the Contract Docurneras and agreanmt to a nunp sum is not reached under paragraph 11.3.2, on the basis of the Cost of the Work (detemtmed as provided in paragraphs 11 A and 11.5) plus a CONTRACTOR's fee for overhead and profit (determined as provided in paragraph 11.6). Coo of the Work, 11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by.OWNER, ,such costs shall be in amounts no higher than those prevailing .in the locality of the Project: shall include only the following items and shall not include any of the costs itemized in paragraph 11.5: 11.4.1. Payroll costs foremployees employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen and other . personnel employed full-time at the site. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall molude Wt-riot lie limited,* salaries and. wages plus the cost. of fringe benefits which shall include social security contributions, unemployment,, excise and payroll taus, workers compensation health arA+etirement benefitgFbenuves, s' ' ypwy applicable thereto. The expenses of performing Work after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to the cxuntauthorized by OWNER. 11.4.2. Cost of all materials and egttippmment _furaished and incorporated in the Work, mcluding costs of transportation and storage thereof, and Suppliers' field services required in connection therewith All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall "accrue to OWNER All trade discounts, rebates and refunds and returns from sale of surplus materials "and equipment, shall accrue. to OWNER and CONTRACTOR shall.make provisions so that they maybe obtained 11.4.3. Payments made by CONTRACTOR to the Subcontractors for Work performed or fumrshed by Subcontractors. If required by OWNER EXDC GENERAL COMMOM 1910-8_(1990 E(fida) 24 wl.CtTY.OF FORT cotdim MwmcAT10Ns(REV 42000) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of ENGINEER, which bids, if any, will be accepted If any subcontract providesthat flit Subcordractor u to. be paid on the basis of Cost of the Work" plus a'fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR', Cost of the Work and fee as provided in paragraphs l I A, 11.5, 11.6 end } 1..7. All subcontracts shall bcsubject to the other provisions of the Contract Documents insofar asapplicable; 11.4.4. :Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, .attome ys;and accountants) employed for services specifi�ly related to the Work. 11.4.5. Supplemental costs including the following: 11.4.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTORS employes incurred in discharge of duties connected with the Work. 11A.52. Cost, including tnurspottation and maintenance, of all materials, .supplies, equipment, machinery, appliances," office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items -used but not consume_ d which remain the property of CONTRACTOR. 11.4.5.3. Rentals of all construction equipment and machinery" and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER; and the costs of transportation, loading unloading, installation, dismantling and removal thereof -all in accordance with terms of said rental agreements. The retrial of any such equipment, maehinery or parts shall cease when the use thereof is no longer necessary 'for the Work. 11.4.5.4. Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4.5.5. Deposits lost for causes other than negligence of CONTRACTOR any Subcontractor or anyone directly or indirectly employed by any of them: or for whose acts any of them may be liable, and; royalty payments and fees for permits and licenses. 11.4.5.6. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the n LJ performance and furnishing of the Work (except 11.5.5. Costs due to the :negligence of lasses and'damages within the deductible amounts CONTRACTOR, arry Subcmftctor 'or anyone of laooppeerrttyy mstaance established accordance with paragraph 5.01 by OWNER in directly or indirectly employed by any of them or for provided they whose acts any of them may be liable including but have resulted from causes I other than fhe not limited to, the correction of defective Work, rejgena of CONTRACTOR, any d��'�w1 of materials or equipment wrongly supplied blrUcontraractor,: or :anyone directlyy employed by any of them' a, foil or indirectly and making good anydamage to property. whose acts any 6f them may be liable. Such 1 shell include 11.5.6. Other. overhead or general wpmse costs of settlements made with. the .written consent and any kind and the costs of any item not spectficallyand approval of OWNER No such losses, damages expressly included in paragraph I I A. and expenses shall be included- m the Cast of the Work for the 'p ""-p'ose CONTRACTOR's fee. It ho of determiigng 11.6. The CONTRACTOR's fee allowed to er; any such lass CONTRACTOR for overhead and profit shall be or. damage requires to "" ction and determined as follows: CONTRACTOR is placed charge there CONTRACTOR shall be pai for services a fee. 11.6.1. a mutually acceptable fixed fee; or proportionate. that stated in paragraph 11.6:2. 1142. if a fixed fee is not agreed upon,. then a fee 11A.5.7. The cost of ut&fie, fuel and sanitary based on the' following percentages of the various facilities at the site, portions of the Cost of the Work: 11.4.5.8. Minor expenses as telegrams, I L6.2.1. for costs incurred under .such long distance telephone, calls, t lephone service at paragraphs 11.4.1 and 11.4.2, the the site, expressage and similar petty cash items in CONTRACTORSs fee shall be fifteenpercem connection with the Work. 11.6.2.2, for costs insured under 11A.5.9. Cost of prrmturns for add timbal Bonds paragraph 11-4.1, the CONTRACTOR's fee shall ,and ukz rance required because of cluvhges in the be five percent; Work. 11.5. The term Cost of the Work shall 11.6.2.3. where one or more tiers of not include env of subcontracts are on the basis of Cast of the: Work the following: plus a fee. and no fixed fee is agreed upon, the. anent of Paragraphs 11.4:1, 11.4.2 11.4.3 and 11.5.1. Payroll costs and other compensation of 11.6.2 is that the Subcontractor who actually CONTRACTOR's officers, eiceciites ® partnership and sole proprietorships principals (of performs or furnishes the Work, at whatever tier,. general managers. will be paid.a fee of fifteen percent of the casts' engineers, architects, estimators, attorneys, auditors, incurred by such Subcontractor under paragraphs accountants, purchasing and ccntractmg agents, 11.4.1 and 11.4.2 and, that any higher tier expediters, timekeepers; clerks aril other persormel Subcontractor and CONTRACTOR will each be employed b3 CONTRACTOR whether at the site or mi paid a f CONTRACTOR'S principal or a I branch office for ntraetor; to be neabtiatecl general administration of the Work d not specifically to good faith with the OWNER but not to exceed included in the agreed upon schedule of job five.percent'of the amount paid to the next lower classifications referred to m agraph 1)4.1 or tier Subcontractor. specifically covered by paragraph 11.4.4—ell of which are to be considered administrative costs covered by the 11.6.2.4. no fee shall be payable.on the basis CONTRACTOR's fee. of costs itemized under paragraphs 11.4.4, 11.4.5 and 11.5; 11.5.2. Expenses of CONfRACT R's principal and branch offices other than CONT CTOR's office at I L6.2.5. the amount of credit to be allowed the site. by CONTRACTOR to, -OWNER for any shame which results in a net decrease in cost will be the 11.53. Any part of CONTRACTOR's capital amount of the actual net decrease in cost plus a vVetuzs, including interest on CONTRACTORS deduction in CONTRACTOR's fee by an amount capital employed for the Work and charges against equal to five percent of such net decrease; and CONTRACTOR for delinquent pay, nents. 11.6.2.6. when both additions and credits are 11.5.4. Cost of premiums for all Bonds and for all involved in any one change, the adjuatment:in insurance whether or not CONTRACTOR is required CONl'RACTORs fee shall be computed on the by the Contract Documents to purchase and maintain basis of the net change in accordance with the same (except for the oust of pri iums covered by paragraphs 11.6.2.1 through 11.6.2.5;'inclusive. subparagraph 11.4.5.9 above). 11.7. Whenever the cost of any Work is to be FICDC OEIMUI CONDIT1OM 1910.8 (1990 Edtim) 25 %,/ CITY OF FORT COI.UM MODIFICATIOM+ RW 42000). determined pursuant to paragraphs'11.4 and 11.5, CONTRACTOR will establish' and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data Cash Allowances: 11:8. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be fiarnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that: 11.8.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materiats and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 11.8.2. CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in, the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER. to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price Work 11.9.1. Where the Contract Documents provide. that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established i6it.prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quetttifies of items of Unit price Work are not guaranteed and are solely for the purpose of comparisort of Bids and determining an weal Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONfRACTOR's overhead and profit for each separately identified item. 11.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price :in accordance with Article 1 l if. 11.9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; EICI)C GENERAL CONDIMOM 1910-9 (1990 Eck 0 26 vv/ QTY OF FORT oaLuM MODIFICAMNS OZEV 4/2000) and 11:9.3.2. them is no corresponding adjustment with respect to any other item of Work; and 11.9.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as, a result of having incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the patties are unable to agca as to the amount of any such increase or decrease. 11.9.3.4. CONTRACTOR acknowled Ow OWNER has"the right to add or delete items in discretion without.-agadtlifing�etshe6tCoonVtraacML Priceof ariv remainira item so lone as the deletion or addnion does -not e�cceed twenty- c percent of the odainal total Cotrtmd Price, ARTICLE 12=-CHAKGE OF CONTRACT TIMES 12.1. The Contract Times (or Milestones) may only be changed by.a.Change.Order or a Written Amendment Any claim for an adjustment of.the Contract Times (or miestones)'shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the even ggttv2 rise to the claim and stating the general nature of;the claim. Notice, of the extent of the claim with supporting data shall be delivered,within sixty day"s after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be. accompanied by the claimariVs written statement that the adjustritent claimed is the entire adjustment to which the claimant hias reason to believe it is entitled as a result of the occurrence of said evenL All claims for adjustment in the Contract Times (or lvlilestones) shall be determined by ENGINEER in accordance With paragraph 9.11 if OWNER and CONTRACTOR cannot othenvise agree. No claim for an adjustment in the Contract Times (or Milestones) will be valid if not submitted in accordance With the requirements ofthiis paragraph 12.1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agmemernt; 12.3. Where CONTRACTOR is prevented from completing any pan of the Work within the Contract Times (or 1Nhlestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Mrlestanes) will be extended in an amount equal to time lost due to such delay if a 7c.laim is made Therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNTTER,- acts or neglectof utility owners or other contractors performing other work as contemplated by Article?, fires, Roods, epidemics abnormal weather conditions or acts. of God Delays attributable to and Ll 11 within the control of a Subcontractor c deemed to he delays within the control o 12.4. Where CONTRACTOR is completing any part of the Work within (or Milestones) due to delay beyond i OWNER and OONTRACTOR, an Contract Times (or Milestopes) in _an a time last due to such delay shall be.00. and exclusive remedy for.sudr delay - OWNER be liable to CONTRACTOR, any Supplier, any other person or orga surety for or employee or agent I of damages ari�g out of or resulting fra by or Within the control of the G (a) delays beyond the control of both pi not limded to, fires; floods, epidemics, coliditions acts of God or acts or negle or other contractors performing other wi by Article 7, be prevented from ie Contract Times c control of both "demion of the (Ount' equal to the TR.ACTOR's sole In no event shall my Subomm actor, nation, or to any toyy of them, for (f) delays caused NTRACTOK or abnormal weather an t by utility owners an icas contemplated be of below shall be paid as providedin said paragraph 13.9; and. 13.41 as otherwise specifically provided in the Contract Documents. is or Regulations of any public body having Hire any Work (or part thereof) spe�cally d, tested or.approved "by an employee or ative of such public bad , CONTRACTOR full responnbility fair =a *% and inspections, tests or approvaL% pay all costs therewith, and furnish ENGINEER the dficates of inspection, or approval. )R shall also be responsible for aitangdag end than pay all costs in connection.with s, tests or approvals required for OWNER's ilt's acceptance of materials or equitmneint to purchase .ARTICLE M-TESTS AND CORRECTION, REMOVAL OR ACCEPTANCE DEFEGTITIEWORK IINSPECTIONS; OF 13.6. If any Work (or the work of others) that is to be 'inspected, tested .or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested. by ENGINEER, be uncovered for observation. 13.1. 'NoriceofDefectr 13.7. Uncovering Work as provided"in paragraph 13 6 Prompt notice" of all defective Work of which OWNER or shall _ "be et , CONTRACTOR'S, expense unless_ ENGINEER have actual knowledge will be given to CONfRAG'fOR has given ENGINEER timely notice of CONTRACTOR All defective Work may be rejected, CONTRACTOR's .intention to .cover the same and. corrected or accepted as -provided in this Article 13. ENGINEER has not acted with reasonable promptness in response to such notice. Accessto Work: Uncovering Works 13.2. OWNER ENGINEER, ENGDJI ER's Consultants, other representatives and personnel of OWNER, 13.8. if any Work is covered contrary to the written independent testing laboratories and governmental jurisdictional agencies request of ENGINEER it must, if requested by with J interests will have access to.the Work at ENGINEER,'be uncovered for ENGINEER'S observation u_ times for their observation, inspecting and and replaced atCONTRACTOR'swcpense. testing. CONTRACTOR shall provide them proper and 13.9. safe conditions for such access and advise them of If ENGINEER considers it necessary or advisable CONTRACTOR's site safety procedures and programs so that covered Work be observed by ENGINEER or Out they may comply therewith as applicable. imputed or tested by others CONTRACTOR at ENGINEER's request, shall uncover; expose or otherwise Tests and Inspections; make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in 13.3. CONTRACTOR shall give ENGINEER timely question fumiahing all :necessary labor, material and .notice of readiness of the Workfor all require ctions, equipment If A is found that such Wort: is defective, am or approvals, and shall woperaie with inspection and CONTRACIOR shall pay all claims, oosts, losses and testing personnel to facilitate required ti' pecaons or tests. damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing 13.4. OWNER shall employ and pay for the services of and of satisfactory replacement or reconstruction, an independent testing laboratory) to perform all (including. but not limited to all casts of repair or inspections, tests, or approvals re9iured by the Contract replacement of work of others); and OWNER shall be Documents except entitled to an appropriate decrease in the Contract Price, and, "if the parties are unable to agree as'to the amount 13.4.1. for inspections, tests or approvals covered hereot, may make a claim therefor as provided .in by paragraph 13:5 below; Article 11. If, however, such Work is not found to be defective; CONTRACTOR shall be allowed an increase in 13.4:2: that costs incurred in connection with tests the Contract Price or an extension of the Contract Times' or irmpeeticris conducted pursi . to paragraph 13.9 (or Milestones), or both, directly attributable to such CONIXTIOM.19104(199aEd oft) 27 uncoverin& exposure, observation, inspection testing, replacement and reconstruction; and, if the parties are. tumble to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles I and 12. OWNER 64ay Stop the Work: 13.10. If the Work is defectivv, or CONTRACTOR fails to supply s» fficicritskilled workers or suitable materials or equipment, or fails to furnish or perform the Wale in such a way that the completed Work will conform to the Contract Documents, OWNER may order. CONTRACTOR to stop the Work, or any portion thereof, until the cause for. such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise,to any duty on the part of OWNER to exercise tivs right for the benefit of CONTRACTOR or any.surety or other parry. Correction or Removal of Defective Work' 13.11. If required by ENGINEER, CONTRACTOR shall promptly as, directed. either correct all defective Work. whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER remove it from the site and replace it with Work that is not defective. CONTRACTOR shall 'pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of wort: of others). 13.12. Corredion Period- 13.12. 1. If within mie-year two veers after the date of Substantial Completion or such longer period of time as maybe prescribed by Laws or Regulations orby the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be &falive, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: (i) correct such defective Work, or, if it has been rejected by OWNER, remove'it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting lhorefroro. If CONTRACTOR does not promptly comply with the tennis of such instructions, or in an emergency where delay would cause serious risk of loss or damage. OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, .costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR 13.12.2.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. 13.123. Where defective Work (and damage to other DJCDC GENERAL CONDMONs 1910.8 (1990 Mon) 28 w/aTY OF FORT COLUMMODIFICATIONS(REV42000) Work resultingtherefrom) has been corrected, removed or replaced under the paragraph 13.12, the correction, period hereunder with respect to such Work .will be extended for an additional period of bra year two veers alter such correction or removal and replacement has been'satisfactorily completed.. Acceptance of Defective Work: 13.13. If, instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINEER's recommendation of final payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay. all :claims, costs, losses and damages attributable to OWNER's evaluation of ,and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior to ENGINEER's recommendation of final payment, a Change Order will be issued incorporating the necessary_ revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are amble to agree as to the amount thereof, OWNER may make a claim therefor as provided. in Article 11. If the acceptance occurs after such recommendation an appropriate amount will be paid by CONTRACTOR to OWNER 0JVAT.R May Correct Defective Work: 13.14. II CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in.accordmtce with "paragraph 13.11, or if CONTRACTOR fails to perform. the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other "provision of the Contract Documents, OWNER may, after seven days' written notice to CONTRACTOR, eorrcct.and remedy any such deficiency. In exercising the rights and remedies under the paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto, take :possession of CONTRACTOR's touts, appliances, 'construction equipment and machinery at the site and _incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which arc stored elsewhere. CONTRACTOR shall allo,,w OWNER OWNER'S representatives, agents and employees, OWNZVs other contractors and ENGINEER arid ENGINEERS Consulta6s access to the site to enable OWNER to exercise:the,riglos ndremedi6wWerthisparegroph All claims, costs, losses and damages incurred or sustained by OWNER in exercising suph.rlghts grid remedies will be charged aping CONTRACTOR and a.Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work: and OWNER shall be entitled to an appropriate decrease in the Contract Price; and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 1 l Such claims, costs, losses and 11 damages will include but not be limited to all cods of repair or replacement of work of others destroyed or damaagge��d� byy corection removal of replacement of COATiRACTORsdefective Work COiVTRACIOR shall not be allowed an extension of the uutraM Times'(or Milestouks) because of any delay nit mmanee of the Workattributable to the exercise by O of OWNER's rights and remedies hereunder. ARTICLE14--PAYMENTS TO CO_ TRACTORAND COMPLETION Schedule ofValuer 14.1. The schedule of values established as provided, in paragraph2.9 will:serve as thebasis forprogress and' will be incorporated into a form' payments of Application for Payment io ENGINEER:. Pi acceptable Dgess payments on account of Unit Price Work will be based on the number of units completed. Application for ProgressPaynient.• 14.2. At least twenty days before the date established for each progress payment (but' not morel often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment till out and signed by CONTRACTOR coveting the Work gompleteil as of the date of the Application and amotnpamed by such supporting documertation as is required by the CoutraM Documents. If payment is requested on the basis of materials. and equipment not incorporated in the Work but delivered and suitably stored at the site or, at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and ofeor.of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect, OWNMVs interest therein, all of which will be satisfactory to OWNER The amours} to be of setae. nage with stipulated in the respect progress payments will Agreement. Arnv funds that are withheld as by the OWNER CONTRACTOR shall not be lux to substitution by the w th securities or env arrangements ivvt lvina an escrow or wstodianshi)� By executing the:applIcation fo uxavmeat frirm:the CONTRACTOR a nressh w iVe3 his ' t to the benefits of Colorado Revised Statutes 24-91-101. et seq. CONTRACTOR's Warranty of Title: 14.3. CONTRACTOR warrants and that title to all Work, materials and equipment covered by any Application for Payment whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens.. Review ofApptications for ProgressPgynnent• 14.4. ENGINEER will, within ten .days after receipt of each Application for Payment, either indicate in wri_tirg a F,rCDC aE•N At, corranors 1910.8 (1990 E,dtim) w/ CITY OF FORT OOLUM MODIFICATI01. (REV 42000). recommendation of payment and present the Application to OWNER, or return the Application to CONTRACTOR. indicating in writing ENGINEER's reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections avid resubmit the Application. Ten days a@or pr tation of the. hcationfor Payymroent to OWNEE2 with ENGINEER's recautmeiidatiort, the amount recommer-x1ed will (subject to the provisions of the last: sentence paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR- 145. ENGINEERs recommendation of any payment requested in an Application for Payment will oondtute a representation by ENGINEER to OWNER, based on ENGINEER's on -site observations of the executed Work as an experienced and qualified design professional and on ENGINEER's review of the Application for Payment and the accompanying data and schedules, that to the best.of ENGINEER's knowledge, information acid belief: 14.5.1. the Work has progressed to the point igddicated, 14.52. ttre quality of the Wok is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole Prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination' of quantities and classifications for Unit 'Price Work under paragraph 0.10, and to any other qualifications stated in the recommendation), and 14.53. the conudigons precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is ENGINEER's responsibility to observe the Wok. However, by recommending any such payment ENGINEER will not thereby be deemed to have: represented that: (i)exhaustive or continuous on -site inspections have been made to check the quality or the quantity of the Wok, boyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (u that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid addifichally by OWNER or entitle OWNER to withhold payment to CONTRACTOR. 14.6. ENGINEERS recommendation of.any payment, including final payment; shall not mean that ENGINEER is responsible for CONTRACTOR's meatus methods techni sees, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and. Regulations applicable to the funushigg or performance' of. Work, or for arty failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents.. 14.7. ENGINEER nuay refuse to recommend the whole or any part of any payment if, in ENGINEER'S opinion; it would be incorrect to make the representations to 29 OWNER referred to in paragraph 1,4.5. ENGINEER may also refuse to recommend any such payment, or; because of subsequently discovered evidence or the results of subsequent inspecticns or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEER's opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contact Rice has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct defective Work or complete Work in accordance with paragraph 13.14, or 14.7.4. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15.2.1 through 15.2.4 inclusive. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: 14.7.5. claims have been made against OWNER on account of CONTRACTOR's performance or furnishing of the Work; 14.7.6. Liens have been filed in connection .with the Work, except where CONTRACTOR has aeliveiel a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens, 14.7.7. there are other items entitling OWNER to a set- off against the amount recommended, or 14.7.8. OWNER has actual knowledge of the occurrence of any of the events enurnerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 inclusive; but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGMTEER) staling the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action Substantial Gompfefion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Wort: is substantially complete (except for items specifically Bud by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, OWNER, CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER EICDC GENEtAl, CONDIT1ON51910.3 (1990 Edition) 30 wary OF FORT COLUNS MODIFICAnONSOEV42000) considers the Work substantially complete, ENGINEER, will prepare and deriver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment OWNER shall have seven days after receipt of the tentative: certificate during which to make written objection to ENGINEER :as to any provisions of the certificate or attache! list. If,. after considering such objections, ENGINEER concludes that the Work is not.substantially complete, ENGINEER will within fourteen days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating tlu reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete, ENGINEER_ will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (With a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objectiofis from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security; operation; safety, maintenance, heat, utilities, insurance and warranties and guammom Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in wnting,prior to ENGINEER'S issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until fatal payment 149. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Ufifixdon: 14.10. Use by OWNER at OWNERS option of any substantially completed part of the .Work, which: (1) has .specifically been identified; in the Contract Documents, or (ii) OWNM ENGINEER and CONTRACTOR. agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the 'Work, may be accomplished prior to 'Substantial Completion of all the Work subject to the following: 14AWLOWNER at any time may request CONTRACTOR in writing to permit OWNEM to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agues that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER mid ENGINEER that such Vof the Work is substantially complete and request ENGINEER to issue 'a 'certificate of Substantial Completion for that part ;of the Work. C C� • CONTRACTOR at any trine may ' tify OWNER and to furnish such a release or receipt in .full, ENGINEER an writing that CONTACTOR considers CONTRACTOR may ftanish a Bond or other collateral any such part ,of the Work ready f r its intended use satisfactory ,to OWNER to indemnify OWNER against and substantially complete and est ENGINEER.to any Lien. Releases or waivers of liens and the ccas&A of issue a certificate of Substattial mpletion for that the surety to fatalize payment are to be submitted on part of the Work Within a reaso1. rel1��le letime after either forms conforming to the formatof the OWNER'S standard such request, OWNER, ENGINEER shall make an inspection and forms bound in the ProiectmanuaL of that part of tine Work io determine its status of cons ction If Fund Payment andAcceptmncc ENGINEER does not consider that part of the work to be substantially. complete, ENGINEER will notify 14.13. IC on the basis of ENGINEER's observation of OWNER and CONTRACTOR in writing giving the the Work during construction and final inspeclon, and misoris therefor. If ENGINEER cc maidds that part of ENGINEER'sreview of the final Application forPayme'rat the Work.to be substantially comp ete, the provisions and accompanying documentation as required by the of paragraphs 14.8 and 14.9 will apply with respect to Contract Documents, ENGMER is satisfied_ that the certification of Substantial Completion of dtat part of Work has been completed and CONTRACTORs other the Work and the division of responsibility inrespect obligations under the Contract Documents have been thereof and, access thereto. fulfilled, ENGINEER will, within ten days after receipt of the final. Application for Payment, indicate in writing 14.102. No occupancy or separate operation of part ENGINEER's recommendation of payment and present of the Work will beatxomplished 'or to compliance the Application to OWNER -for payment. At the same with the requirements of paragrtip 5.15 in respect of time ENGINEER will also give written notice to OWNER property insurance. and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, Fin_ allnspecdon. ENGINEER will return the Application to CONTRACTOR; indicating in writing the.ressons for 14.11. iJport written noticefrom CON RACTOR that the refusing to recommend final _payment, in which case entire , ork or an agreed portion tl ereof is complete, CONTRACTOR shall make the necessary corrections and ENGINEER will make a final inspec 'on ;with OWNER resubmit the Application. Thirty days after presentation to and CONTRACTOR and will notify CONTRACTOR in OWNER of the Application and accompanying writing of all particulars in •which thi irrsTiecuon reveals documentation, in appropriate form and substance and that the Work is incomplete or defectiv. . CONTRACTOR. with ENGINELR's recommendation and notice of shall immediately take such measures as are necessary to acceptability, the amount recommended by ENGINEER complete such work or remedy such deficiencies. will become due and win be paid by OWNER to Final Application for Payment General Conditions, 14.12, After CONTRACTOR has completed all such 14,14, If, through no fault of CONTRACTOR, final corrections to the satisfaction of ENGINEER in accordance the Contract and delivered comppletion o£`the Work is sign icantlly delayed and if Dooumerrls 24 WEER OWNER with maintenance and operating instru all so confirms, she upon receipt of oas, schedules, CONTRACTOR's finil_.Application for Payment and guarantees, Bonds, certificates or thcr evidence of recommendation of ENGINEER, and without temtinating insurance required by pa���aph 5.4, certificates of the Agreement, make payment of the balance due for that in Worn inspecfiom marked -up record documerrts (era provided portion ofthn fully completed and accepted If the paragraph'6.19) and other documents. CONTRACTOR remaining balance to beheld by.OWNER for Work not may make application for final payment procalttre for progress payments. Therial following the fully completed or corrected is less than the retainage Application for stipulated in the Agreement, and if Bonds have beeri Payment shall be accornoaiiied (except as previously f irmin as required paragtapH5.1, the written consent delivered) by: (i) all documentation called for in the of the surety to the payment of the balance due for that Contract Documents including but not. limited to the portion. of the Work fully completed acce ted shall be evidence of insurance required by sp-bparagraph -and 5.4.13, submitted by CONTRACTOR to ENGINEER with ;the (ii) consent of the sure yy if any, to finial payment,, and Application for such payment .Such payment shall be (ur) complete and legally effective releases or 'waivers made under the terms and conditions governing final (satis&ctcry to OWNER) of all Liens arising out of or filed payment, except that it shall not constitute a waiver of in connection with the • Work. In lieu of such releases or claums. waivers of Liens and as appro d by OWNER CONfRACTOR.may furnish racaipu or releases in full WafverQfClaims: and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment 14.15: .The making and acceptance of final payment will for which a Lien could .be filed, add (i) all payrolls, constitute: material and equipment bills, and ;other indebtedness connected with the Work for which OWNER or OWNER's 14-15.1. a waiver of all claims by OWNER against property might in any way be responsible have been paid or CONTRACTOR, except claims arising &can otherwise satisfied If any Subcontractor or Supplier fails unsettled Liens, from defective Work appearing after OMML&I CONDI710M 1910-8 OM Edtio) 3.1 OF FORT 00I.I.1M MMIRCATIONS (REIN 4n000). SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 14th day of March in the year of'2019 and shall be effective on the date this AGREEMENT is signed by the City.. The City of Fort Collins (hereinafter called OWNER) and Liohtfield Enterprises 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 8469 Concrete Maintenance Project Phase 1.- 2019 Renewal and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by the City of Fort Collins, 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 is a one year agreement but, at the option of the City, the Agreement may be extended for additional one year periods not to exceed two (2) additional one year periods. Pricing changes shall be negotiated by and agreed to by both parties. 3.2 The Work shall be Substantially Complete within One Hundred Seventy (170) working days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within Five (5) working days after the date Substantial Completion. 3.3 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.2 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. In addition, CONTRACTOR shall meet Contractual Milestones set forth in in Subsection 108.08 of the Project Specifications. 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 final inspection pursuant to paragraph]4.11, from failure to comply with the Contract Documents or the terms of any special guarantees, specified therein or From CONTRACTOR's contirming obligations under the Contract Documents; and 14.15:2.A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15 -SUSPENSION OF WORK AND TERMINATION OWNER May Suspend Work., 15.1. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period of not more than ninety days by notice in _ writing to CONTRACTOR and ENGINEER which will fix the date• on which Work .will be resumed CONTRACTOR shall resume the Work on the date so fixed CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension. of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articled 1 and 12. O WhER bfay Terminate: 151. .Upon the occurrence of any one or more of the following events: 15.2.L if CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or Failure to adhere to the progress schedule established Cinder paragrmph2.9 as adjusted from time to time pursuant to paragraph 6.6); 15.2.2. if CONTRACTOR disregards Laws or Regulations of any public body having jurisdiction; 15.2.3. if CONTRACTOR disregards the authority of ENGINEER; or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; OWNER may, after giving CONTRACTOR (and the surety, if any) seven days' written notice and to the. extent permitted by Laws and Regulations, terminate theservices of CONTRACTOR exxclude CONTRACTOR from the site. and take possession of the Work and of all CONTRACTORS tools, appliances, construction equipment and machinery at the site,and use the same to the.fall extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), :incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid EKVC OENERAL'COND1110151910-S (1990 Edition) 32 wl CITY OF FORT COLUM MODIFICATIONS (REV 4I2000) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient In such case CONTRACTOR shall not be entitled to, receive any fiwffia payment until the Work is finished If the unpaid balance .of the Contract Price exceeds all claims, costs, losses and damages sustained by OWNER arising out of or resulting from com�etatg the Work such excess will be, paid to CONTRACTOR. R If such claims, costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses and damages incurredby OWNER will be reviewed by ENGINEER. as to their reasonableness and when so approved, ENGINEER incorporated in a Change Order, provided ttlhnat when exercising any rights to remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed 153. Where CONIRACfOR's services have been so terminated by OWNER the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any. retention or payment of -moneys, due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER OWNER may, without cause and without prejudice to any other right or remedy of OWNER elect to terminate the Agreement In such 'case; CONTRACTOR shall be paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit an such Work; 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing tabor, materials or equipment as required by the Contract Documents in connection .with uncompleted Work, plus fair and reasonable,sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontmctcrs, Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination CONTRACTOR bfay Stop Work or Terminate: 15.5. IC through no actor`faultof CONTRACTOR the Work is suspended for a period of more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to ad on any Application for payment within thirty days after it is submitted_ or OWNER fails for thirty days to pay CONTRACTOR any r� is sum simuy determined to be due, Uteri CONTRACTOR may, upon seven days' written notice, to OWNER and ENGINEER, and provided OWNER or ENGINEER do not. remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER ment on the same terns as provided! in paragraph 15.4. lieu of terminating the Agreement and without preudice to any other right or. remedy, of ENG Ithas failed to act man placation for Payment* thirty days after it is submittrA or ;OWNER has failed fo thirty days to pay CONTRACTOR, any sum finally detinted to be due, CONTRACTOR may upon seven day,' written notice to OWNER and ENGINEER stopp the Woi1c until paymat f all such amounts due CONTRACTORP including interest thereon The piovisiotis of this h 15.5 are not intended to preclude CONTRACTOR .from making claim under Articles 11 and 12 for an increase. in Contract Price or, Contract Times or otherwise for or damage directly attributable to CONTRA stopping Work as permitted by this paragraph. ARTICLE ,16—DISFU!'E RESOLUTION If and to the extent that OWNER an}1 CONTRACTOR Have agneed.on the method and proctIhdoidre for resolving disputes between them that may arise under this Agreement, such dispute resolution me _ and procedure, if any, shall be as set forth in ExhibitCA ".Dispute Resolution Agreement, to be attached (hereto and made a part hereof. If no such agreement do the method, and Procedure for resolving such disputes has been reached, and subject to the provisions of paragn iphs 9.10, 9.11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise Have under the Contract Documents or by Laws o.Regiilatrons in respect of any dispute. ARTICLE 17-NIISCELLANEOUS GhingNotice: 17.1. Whenever any provisio Documents requires the giving of t deemed to have been validly given the individual or to a member of the the corporation for whom it is inten, sent _by"registered or oemfied'mail, last business address known to the e 171? Computation of Time: 17.2.1. When any period of time Contract Documents by days, it. exclude the first and include d period If the last day of any st Saturday or Sunday or on a day by the law of the applicable jtnnsn be omitted from the computation. VCDC OEM AL COND1TTOM 1910.8 vdalrY OF FORT ODIUM MODIFICA C Contract it will be person to officer of 'ered at or lid, to the referred to in the ll be computed io last day of such penod falls an a de a legal holiday lion, such day will V2000) 17.2.2. A calendar day of twenty-four hours measured from.midaighi to the next midnight will constitute a day. Notice ofCtmm; 173. Should OWNER or CONTRACTOR suffer injury on or damage to persor property because of any error, omission or act of the other party or of any of thc,other partys employees or -agents or others for whose acts the other party is legally liable, claim will be made in writing to the other. ['arty within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cwnufarive Remedies: 17.4. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but .. without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.12, 6.16, 6:30, 6.31.6.32, 13.1. 13.12,13.14, 143 and 15.2 and all of:die rights and remedies available to OWNER and ENGINEER thereunder; am in addition to, and are not to.be construed in any way as a limitation of, any rights and remedies available to. any or all of them which are otherwise 'imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in Contract Documents in connection with each particular duty, obligation, right and remedy towhich they apply Proferspirgt Fees and Court Costs Inetuded: 17.5. Whenever reference is made to "claims, costs, losses and damages", it shall include in each case,.biit not be limited,to, all firs and charbres of citgrneers".architects, attorneys and other professionals and ;all court or arbitration orother dispute resolution costs. 17.6. The laws.o£ the State of..Colorado apply to -this Aeem reent Reference to two bcHricht Colorado statutes are as follows 17.6.2. If a,claim is filed OWNER is required by law (CRS 38-26-107) to withhold from all payments to CONTRACTOR sufficient funds to insure the payment of all claims for labor. materials, team }tire, sustenance; provisions provender, or 'other supplies' used :or eonsumed by CONTRACTOR or his 33 r-1 L -.A EICDC GENERAL COMMONS 19105 (1990 Edi(iai) 34 wl aTY OF FORT COLLINS MODIFICATIONS (REV 4/2000) n U ('Phu page left Monk intentionally.) • ErcDc of MLAL CONDITIOM 19104 (1994 E(Wm) 35 n'! CITY OF FORT 00111N3 MODMCATIONB (REV V2000) • �J EK'DC GENERAL CONDITIO, 81910.8 (1990 EdiGan) 36 W/aTY OF FORT COLLINS MODIFICATIONSOtEV4/2ODD) E HOrr GC -A to Gener#1 Conditions 16.q. Fxeapt as provided in paragraph, below, Contract no arbitration arising out of or relating to the Contract of the Construction Con I. ct Between Documents shall include, by consolidation, Joinder or in any OWNER and CONTRAC;OR other manner any other .person or entity (including ENGINEER, ENGINEER's Consultant and the off oars, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: DISPUTE RESOLUTION AGREEMENT 16:4.1. the inclusion of such other;pasai or entity is neoxssary if complete religf'is to be afforded among thou who are already parties to the arbitmticn, and OWNER anal, CONTRACTOR hereby agree that Article 16 of the General Coriditions of the Corrstructlon Contract between OWNER and_'CONTRACTOR is amended to include the following a ent of the parties: 16.1. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Docur ients or the breach thereof (except for claims which have be eai waived.by the making or acceptance of final paymosrt as provided by .paragraph 14.15) will be decided Iby arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining, subject to the limitations of a Article 16. This agreement so to arbitrat8 and any agreement agreement or consent to arbitrate entered into in acc ce herewith as provided in this Article 16 will be speafically enforceable under the prevailing law of any court hs�ingturisdiction. 16.2. No demand for arbitration of any claim, dispute or other matter .that is required 0 be referred to ® ENGINEER initially for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the date on which 1,NGINF.F.R has -rendered a lwritten decision or (b) the thirty -fast day after the parries have presented their evidence to ENGINEER if a written dsion has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordancewith paragraph 911; and the failure to demand arbitration within said th days' period will result in ENGINEER's decision being final and binding upon OWNER and CONTRACTOR If ENGINEER fenders a decision after arbitration proceedings have been initiated such decision maybe entered as evidence butwill not supersede the arbitration proceedings, except where the decision is acceptable to the parties coneemed. No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragra.10 will be made later than ten days after the piety meeting such demand has delivered written notice of intention to appeal as provided rn paragraph 9.10. 16.3. Notice of the demand for arbitration will be filed in writing with the other party to Ithe Agreement and with the American Arbitration Associr on, and a copy will be sent to ENGINEER for information The demand for arbitration will be made within the t?jirty-day or ten-day period specified in paragraph 16.2 as applicable, and in all other cases within n reasonable tiipe after the clams„dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings leased on such claim, _dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL: CONDITIONS 1910.5 (19V Edtim) a'J CITY OF FORT COLLINS MODIFICATIONS (REV 9" 16.4.2. such other person or entity is substantially involved in a question of law or fact which is'eommon to those who are already pirties to, the arbitration and which will arise in such proceedings, and 16 4 3 the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to thus paragraph; but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with tinny parry not specifically identified in such consent. 16.5. Notwithstanding paragraph. 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, ON either OWNER or CONTRACTOR may join such Subcontractor as a pa rty. to the azliitration between OWNER. and CONTRACTOR hereunder. CONTRACTOR shall. include in all subcomraets required by paragraph 6.11 a _specific provision whereby the Subcontractor consents to lining joined in an arbitration between OWNER and CONTRACTOR involymg the Work of such Subcontractor. Nothing, in. this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER ENGINEER or ENGINEER's Consultants that does not otherwise exist. 16.6. The award rendered.by the arbitrators will be final, judgment. may be entered upon it,in;any court having jurisdiction thereof, and it will not be subject to modification oi`ap)real. 16.7. OWNER and CONTRACTOR agree that they shall first submit any and all unsettled claims, ounterelaims, disputes and other matters in question between them arising, out of or relating ,to the Contract Documents or the breach thereof ("disputes"), to mediation by the American Arbitration Association under the .Construction Industry Mediation Rules of the American Arbitration Association prior to either of them initiating agauist the other a demand fox 'arbitration pursuant to paragraphs .16.1 through 16.6, unless delay in initiating 'arbitration would irrevocably prejudice one of the parties. The respective thirty and ten day time limits within which to file a demand for arbitration as provided,in paragraphs 16.2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the terminationof the mediation. The mediator of any dispute "submittal to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed GC -Al EJCDC GENERAL CONDITIONS 19143 (1996 Ecitic l aJ CITY OF FORT COLLINS MODIFICATIONS (REV 9194) GC —Al C_ C • SECTION 008.00 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-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: N/A Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report.. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: N/A SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2. Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 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). n U • SC-12.3 Add the following Contractor will include in weather conditions. to the end of paragraph 12.3. project schedule zero 0 days lost due to abnormal ® (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 10 0 1) Substantial that expire: for Substar Complete. 2) Final AcceE After Subst working da,, day period Final Paym ARTICLE 4. CONTRACT PRICE Dollars ($1,000) for each working day or fraction thereof erthe One Hundred Seventy (170) working day period Completion of the Work until the Work is Substantially ntial Completion, One Thousand Dollars ($1.000) for each or fraction thereof that expires after the Five (5) working it Final Payment and Acceptance until the Work is ready for nt and Acceptance. 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: One ARTICLE 5. PAYMENT PROC CONTRACTOR shz 14 of the General C ENGINEER as prov 5.1. PROGRESS P) account of the for Payment a construction a of the progress established in Unit Price Woi accordance wi 5.1.1. Prior to Subst contract retain case, less the amounts as El accordance wi discretion of O that the chara< OWNER and E character and be no addition remaining proc amount equal equipment not accompanied I ity-Five Cents ($1,993,4.46.25), in accordance with Section and incorporated herein by this reference. submit Applications for Payment in accordance with Article editions. Applications for Payment will be processed by ad in the General Conditions. YMENTS. OWNER shall make progress payments on ;ontract Price on the basis of CONTRACTOR's Application recommended by ENGINEER, once each month during provided below. All progress payments will be on the basis of the Work measured by the schedule of values aragraph 2.6 of the General Conditions and in the case of based on the number of units completed, and in i the General Requirements concerning Unit Price Work. ntial Completion, Owner will be entitled to withhold as ge five percent (5%) of each progress payment, but, in each ggregate of payments previously made and less such GINEER shall determine, or OWNER may withhold, in i paragraph 14.7 of the General Conditions. If, in the sole mer, on recommendation of Engineer, Owner determines er and progress of the Work have been satisfactory to VGINEER, OWNER may determine that as long as the rogress of the Work remain satisfactory to them, there will I retainage on account of Work completed in which case the �ess payments prior to Substantial Completion will be in an 100% of the Work completed. 95% of materials and ncorporated in the Work (but delivered, suitably stored and y documentation satisfactory to OWNER as provided in 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 - 2019 Renewal CONTRACTOR: Ughtfield Enterpuses Inc. PROJECT NUMBER: 8469 DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: _I ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE OR ER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % ® TOTAL C.O.% OF ORIGNINAL CO ADJUSTED CONTRACT C TRACT ST $ % .00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Repr � sentative ACCEPTED BY: DATE: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $60,000 cc: City Clerk Contractor Project He Architect Engineer Purchasing DATE: DATE: DATE: n U Section 00960 APPLICATION FOR PAYMENT OWNER: City of Fort Collins PROJECT: ENGINEER: CONTRACTOR: PAGE 1 OF 4 APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS _ . Application is made for Payment as shown below in connec_tion with Contractct The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - BeforeRetainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 40 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount. Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: CI C APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.06 $0.00 0.00 $0.00 $0.00 $0.06 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.0 $0.00 $0.00 $0.00 $0.00 $0.0 $0.00 $0.00 $0.00 $0.00 $0.06 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.0� $0.00 $0.00 $0.00 $0.00 $0.0 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 E CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0;00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,.00 $0.00 $0.00 $0.00 $0.00 $0.00 $O.ob $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $D.oD $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 • 11 SUMMARY PAGE 4 OF 4 On Hand Received Installed On Hand Item Invoice Previous This This This umber Number Descriotion Application Period Period Application TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.110 $O.Oo mob $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ADDITIONAL CONTRACTURAL DOCUMENTS GENERAL REQUIRME-NTS PROJECT SPECIFICATIONS DETAILS PROJECTINDEX EROSION CONTROL, INLET PROTECTION, FUGITIVE DUST MANUAL STREET MAINTENANCE PROGRAM PHASE 1 MAPS 2019 CONCRETE MAINTENANCE PI 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 0 —PHASE I of Payment 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. The General locations are described in Section 3500, Project Map and approximate types and location of removal and repairs show on the Street web site at: https://www.fcpov.com/streets/m aps/maps/2020pro erant.htm I A. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards, Section 201 of the Colorado Department of Transportation, Standard Specifications for Road and Bridge Construction. B. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday. Working hours on arterial streets within 200 feet of signalized intersections may be restricted to 8:30 a.m. to 3:30 p.m., 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 970-221-6615 Office 970-556-1495 cell Tom Knostman 970-221-6576 Office 970-679-7947 cell Angel Ontiveros 970-221-6615 Office 970-218-1973 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 SECTION 01010 SUMMARY OF WORK UTILITIES Water: City of Fort Collins, 221-6700, Meter. Sh Storm Sewer: City of Fort Collins, 221-6700 Sanitary Sewer: City of Fort Collins, 221-6700 Electrical: City of Fort Collins, 221-6700 Gas: Xcel Energy Emerge Local Contact: Pat Kreager 970-56( Telephone: UNCC / 1-800-922- Local Contact: Debbie Kautz 970-6 Traffic Operations: City of Ft. Collins, 221-6630 Cable Television: Comcast 493-7400 Emergency 800-934 Utility Notification Center of Colorado 1-800-922-1987 AGENCIES Safety: Larimer County Sheriffs Departmen Occupational Safety and Health Adir Fire: Poudre Fire Authority Poudre Valley Hospital Emergency: 911 Police: City of Fort Collins Police Depa Non -Emergency: 970-221-6540 Emergency: 911 Postmaster: US Postal Service: 970-225-4111 o Transportation: Transfort: 970-221-6620 Traffic Engineering: 970-221-6630 221-6759 1-800-895-2999 16 - 811 Non -Emergency: 970-416-1985 nistration (OSHA): 303-844-3061 or 303-844-5285 Deliver Office 970-416-2.891 970-484-1227 or970-495-7000 72-4022 END OF SECTION General Requirements —page 3 of 1S