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HomeMy WebLinkAbout108423 VOGEL CONCRETE INC - CONTRACT - BID - 6046 CONCRETE MAINTENANCE PROJECT (3)F6rt Collins Purchasing SPECIFICATIONS AND Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing CONTRACT DOCUMENTS FOR Concrete Maintenance Project BID NO. 6046 — 2010 Renewal PURCHASING .DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS 7/96 Page 1 1 J The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 1, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents Q pursuant to paragraphs 3.5 and 3.6 of the General Conditions. U 7.6. There are no Contract Documents other than those listed or 0 incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUSJ+ 8.1. Terms used in this Agreement which are defined in Article I of the General Cbnditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not O 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 0 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, a assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 1 7/96 Section 00520 Page 6 SECTION 01340 SHOP DRAWINGS 1.1 SURVEY REQUIREMENTS A. The Owner will provide the construction surveying for the street and landscaping improvements. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyors a minimum of 48 hours prior to needing surveying. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re -staking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION General Requirements - Page 7 of 17 SECTION 01340 ' SHOP DRAWINGS 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 0 13 10, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen. F. Do not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: 1. NO EXCEPTION TAKEN Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED Signifies material or equipment represented by the submittal does not conform with the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. General Requirements - Page 8 of 17 SECTION 01340 SHOP DRAWINGS 4. FOR REFERENCE ONLY Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 8 '`/z" x 1 l". 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. General Requirements - Page 9 of 17 SECTION 01340 ' SHOP DRAWINGS 7. Clearly identify the following: ' a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the ' work, and equipment designation. e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. ' g. Revisions on re -submittals. h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with ' requirements of the Work and the Contract Documents. 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the ' Work or in the work of any other contractor. B. Minimum number required: ' 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. ' 1.4 RE -SUBMISSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. ' B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions. ' D. Shop Drawings. ' 1. Include additional drawings that maybe required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION General Requirements - Page 10 of 17 SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval hereof shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: I. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor, s control system shall specifically include all testing required by the various sections of these Specifications. General Requirements - Page I 1 of 17 ' SECTION 01410 TESTING B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the ' Work. The Superintendent shall have adequate experience to perform the duties of Superintendent. C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document inspections and tests as required by each section of the Specifications. Provide copies to Engineer weekly. ' END OF SECTION General Requirements - Page 12 of 17 SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure from public view to the greatest practical extent. END OF SECTION General Requirements - Page 13 of 17 F1 SECTION 01560 ' TEMPORARY CONTROLS 1.1 NOISE CONTROL ' A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. ' B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 1:00 a.m. ' 1.2 DUST CONTROL ' A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. ' 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. ' 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. ' 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. ' 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. ' d. Temporary materials such as hay bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. ' B. Preserve natural vegetation to extent greatest possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. General Requirements - Page 14 of 17 SECTION 01560 TEMPORARY CONTROLS 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the "Manual of Uniform Traffic Control Devices" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the current "Larimer County Urban Area Street Standards." In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. 1.6 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION General Requirements - Page 15 of 17 I� SECTION 01700 ' CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION ' A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required. ' 1.2 PROJECT RECORD DOCUMENTS A. Maintain on the job site, and make available to the Engineer upon request, one current marked -up set ofthe drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. ' B. These record drawings along with any survey records, photographs and written descriptions of said work as may be required by the Engineer shall be submitted prior to project acceptance. END OF SECTION 1 General Requirements - Page 16 of 17 OWNER: CITY OF FORT LLIN By: ' ATTEBERRY, CIT MANAGER a,-,��07"AcP - By: ' JAMES O'NEI L II, CPPO, FNIGP (%')FrD CTOR OF PURCHASING RISK MANAGEMENT I Date r I V Attest: City Cler Address for giving no P. O. Box 580 Fort Collins, CO 80522 .c C6` 5,W 6O Approved as Form Assi taut ity Attorney CONTRACTOR: Vogel Concrete Inc. By: Title: �CS�� Date: ,,`��1111j1lIr,, 1.. N www w1G••••• ��'. ( CORPOPITE: S�E�L j _ SEAI.s:• Attest: Address for giving notices: LICENSE NO.: Section 00520 Page 7 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re -negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. END OF SECTION General Requirements - Page 17 of 17 ' SECTION 02000 PROJECT SPECIFICATIONS ' The Colorado Division of Transportation "Standard Specifications for Road and Bridge Construction", 2005, and the current Larimer County "Urban Area Street Standards", (hereafter referred to as the "Standard Specifications") are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard ' Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections shall govern. INDEX OF REVISIONS SECTION ' 104 Traffic and Parking Control 105 Control of Work 107 Protection and Restoration of Property and Landscape 108 Prosecution and Progress ' 201 Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Embankment 212 Seeding, Fertilizer, and Sodding ' 304 Aggregate Base Course 403 Hot Mix Asphalt - Patching 604 Inlets and Culverts ' 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement 630 Construction Zone Traffic Control 11 1 r� REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows: Subsection 104.04 shall include the following. It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date and times that the message on the sign is in effect. (For example, if a street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., PATCHING.) See sample "NO PARKING" sign. `PTO PARKING" signs shall remain in place until the street is opened to traffic and all clean up operations completed. All information on the "NO PARKING" signs, with the exception of the date, shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The "NO PARKING" signs shall be in effect for one or two days only. Any work done by the Contractor without traffic control will not be paid for under the terms of this Contract. The Contractor will not be paid for traffic control costs incurred during Contractor caused delays. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer will meet to discuss the progress of the work and the placement of traffic control devices including "NO PARKING" signs. Any necessary adjustments shall be made. The Contractor shall also review at this time with the Engineer the proposed means of handling parking and traffic control for upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of this work. At the above referenced meeting, the quantity of traffic control devices used that day shall be agreed upon by the Contractor and the Engineer. The Contractor shall utilize forms approved by the Engineer for the tabulation of Traffic Control Devices utilized. The Contractor shall maintain pedestrian and vehicular access to all businesses within the project at all times. Pedestrian access must be clearly delineated and buffered from construction activities at all times, and may include construction and installation of temporary ramps and wooden walkways as necessary. Any changes in the traffic control, including additional signs, barricades, and/or flaggers needed in the field shall be immediately implemented as directed by the Engineer. The cost for traffic control is covered in "Revision of Section 630, Construction Zone Traffic Control" found herein. Project Specifications Page 2 of 32 NO PARKING Wed Jul.y 7 7mmOO AM - 6mmOO PM PATCHING Project Specifications Page 3 of 32 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: COOPERATION WITH UTILITIES Subsection 105.10 shall include the following: Concrete construction and/or reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors. The existing traffic signal loop detectors shall be removed by the contractor at no additional cost. New loop detectors may be installed at other intersections where they do not now exist. New and replacement loop detectors will be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of new loop detectors. Also, the Contractor shall coordinate with the City Traffic Division to insure that any cleanup required after the installation of the loop detectors will be completed before concrete placement operations begin. COOPERATION BETWEEN CONTRACTORS Subsection 105.11 shall include the following: City Utilities, Streets, Parks, Traffic, and utility contractors may perform work related to the project within or near the limits of this project. The Contractor shall conduct the work without interfering or hindering the progress or completion of the work being performed by other contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts, and ensure timely completion of all the work. INSPECTION AND TESTING OF WORK Subsection 105.15 shall include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the Engineer from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that payment therefore has been included in the progress estimate. MAINTENANCE DURING CONSTRUCTION Subsection 105.18 shall include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left uncleaned after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area. Project Specifications Page 4 of 32 ' REVISION OF SECTION 105 CONTROL OF WORK ' The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the streets. All sweeping and clean up equipment shall be approved by the Engineer prior to the commencement of work. ' The Contractor shall maintain the streets during the construction process as prescribed above. If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor sufficient funds to cover the Owner's cost to provide said service. All cost of maintaining the work during construction and before the project is accepted will not be paid for separately, but shall be included in the work. k Project Specifications Page 5 of 32 1 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.12 shall include the following: The fact that any underground facility - sprinkler systems, utility services, etc. - is not shown on the plans, details or construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such underground improvements which may be subject to such damage by reason of his operations. Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer. If the area to be repaired is five (5) inches or less in width, the Contractor shall clean the area of all debris (i.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and place (see below) and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other method approved by the Engineer. For concrete repair locations, the placement of topsoil (backfill) shall be completed within two (2) working days of the placement of the concrete. The topsoil shall consist of loose friable loam reasonably free of admixtures of subsoil, refuse, stumps, roots, rocks, brush, weeds, heavy clay, hard clods, toxic substances or other material which would be detrimental to the proper development of vegetative growth. The material to be utilized shall be approved by the Engineer prior to placement. The topsoil shall be in a relatively dry state and placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles and contours shall be maintained. If any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and prepare the area along the entire length of the repair location as stated above to a minimum of one (1) foot, place sod over the entire area, water once, and notify the property owner in writing of the nature of the work that has taken place and that the sod will be watered only once. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place and the fact that the sod will be watered only once. The minimum overall width of the area to be sodded shall be one (1) foot. For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and protected from damage by the contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced at the Contractor's expense, within three (3) working days from the date of damage. In areas where the Engineer directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod and sprinkler relocation will be provided by the City under separate contract. Project Specifications Page 6 of 32 ' REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re -sodded lawns shall be watered once by the Contractor. ' All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns ' damaged by construction operations, other than concrete repair, shall take place within three (3) working days from the date of damage. In areas where the Engineer directs new work or the reconstruction areas require grade adjustment, the ' placement of topsoil, sod and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the work being done and shall not be measured and paid for ' separately. u F� u ' Project Specifications Page 7 of 32 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall include the following: A schedule of work must accompany any bid, and shall include number of working days per area to complete all unit work items covered by the contract. Vicinity maps of each area are included in Section 03500, Project Maps. The schedule should take any priorities into consideration. The schedule should also include projected start and end dates. Individual street quantities are described in Section 02500, Quantity Estimates. Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above. LIMITATION OF OPERATIONS Subsection 108.04 shall include the following: The work shall be completed within the following calendar months: MM-1mmmm DETERMINATION AND EXTENSION OF TIME Subsection 108.07 shall include the following: Work hours shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer. All Work is to be completed in one hundred twenty one (121) consecutive working days and during the months of March through September, 2009. FAILURE TO COMPLETE WORK ON TIME Subsection 108.08 shall include the following: Failure to meet the agreed upon milestones or fully complete the project in one hundred twenty one (121) consecutive working days, shall result in damages assessed against the Contractor. At the City's option, liquidated damages in the amount of S 1000.00 per day may be retained from any monies due the Contractor, or the City may retain an additional contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contractor from any monies due the Contractor in lieu of liquidated damages. Project Specifications Page 8 of 32 0 1 IL 1 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 201.02 shall be amended to include the following: When any tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to any root removals. The Engineer and the City Forester's representative shall then make a determination regarding removal. Tree roots shall be removed with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. BASIS OF PAYMENT Subsection 201.04 shall be amended to include the following: All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the removal of tree roots. Project Specifications Page 9 of 32 SECTION 00530 NOTICE TO PROCEED Description of Work: 2010 Renewal 6046 Concrete Maintenance Project F1 To: Vogel Concrete Inc. This notice is to advise you: ' That the contract covering the above described Work has been fully executed by the CONTRACTOR and the 6JNER. , That they, required 'CONT$ACTOR's Performance Bond' -:'and Payment Bond have been received 'b.y ,the OWNER. That the OWN`R':°hasvapproved the said Contract 'Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. , Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be ' and , 20 , respectively. City of Fort Collins ' OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20_ CONTRACTOR: Vogel Concrete Inc. ' By: Title. , 7/96 Section 00530 Page 1 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 202.01 is revised to include the following: This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete and asphalt to a neat line. CONSTRUCTION REQUIREMENTS Subsection 202.02 is revised to include the following: r Sawing of concrete shall be done to a true line, with a vertical face, unless otherwise specified. The depth of a saw cut in concrete shall be 4 inches or less, as directed by the Engineer. Residue from sawing shall be removed by the Contractor at the earliest opportunity. The Contractor shall prevent tracking of residue onto the roadway or walkway, and shall prevent discharge into the storm drainage system. METHOD OF MEASUREMENT Subsection 202.11 is revised to include the following: Sawing shall be measured by the lineal foot. This item shall only be used where the Engineer directs sawing not already being paid under another item. Sawcutting related to the items described in Revision of Section 608, Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment will be made under: Pay Item 202.01 Sawcutting < 4" Unit LF 202.02 Sawcutting — Additional Inch Depth LF/Inch The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Sawcutting as specified in these specifications, as shown on the plans, and as directed by the Engineer. Project Specifications Page 10 of 32 ' REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows: DESCRIPTION 1 Subsection 203.01 is revised to include the following: This work shall consist of removing and disposing of the existing pavement, base or other material, preparing ' the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the Engineer. All excavation will be classified, "General Excavation", as hereafter described. The Contractor shall dispose of all excavated material. ' CONSTRUCTION REQUIREMENTS Subsection 203.05 is revised to include the following: General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. ' The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. ' The excavation will be accomplished in the following manner: General Excavation: ' The areas to be removed will be marked on the surface by the Engineer with paint. A straight vertical cut shall be made through the pavement, if necessary, to provide a square or rectangular opening, such that each edge will be parallel or at right angles to the direction of traffic. Wheel cutting shall not be allowed. If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits and depths designated. ' Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of unsuitable soil, the Engineer may require the Contractor to remove the unsuitable materials and backfill to the finished grade section with approved material (asphalt or borrow). After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be ' included in the contract unit price for General Excavation. Borrow: ' Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for compaction shall be included in the Contract Unit Price for Borrow. Borrow material shall meet the grading requirement for Class I (Pit Run) or Class 5 (Road Base) Aggregate ' Base Course. (The Class I Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications.) The material required for a specific location shall be directed by the Engineer H Project Specifications Page I I of 32 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Borrow will be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately, but shall be included in the contract unit price for Borrow. Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily. METHOD OF MEASUREMENT Subsection 203.13 shall include the following: The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the Engineer to measure any work and perform other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard. Subgrade preparation, haul and disposal will not be measured and paid for separately. The accepted quantities of Borrow will be paid for at the contract unit price per ton. Compaction and haul will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 shall include the following: Payment will be made under: Pay Item Unit 203.01 Excavation — General CY 203.02 Borrow Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Excavation and Borrow including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading and disposal of unusable materials, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications Page 12 of 32 7J REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION ' Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION ' Subsection 208 shall be revised as follows: The Owner shall warrant and maintain all structural measures for such period of time as construction on the 1 site continues and / or said measures are necessary to protect against erosion and sediment transport. All erosion control measures must be installed when they are necessary and maintained as required and the work shall also be done as per the Street, Curb, and Gutter Replacement and Construction requirements herein. Inlet filters All storm drainage system inlets shall be filtered unless better treatment is available before water is discharged into streams or onto adjacent properties. These methods are applicable to existing and proposed drain systems that will be operational before the drainage basin is stabilized. Drop Inlets Drop inlets in unpaved areas shall be filtered with straw bales anchored with wooden stakes as shown in Figure D-23. Drop Inlets in paved areas shall have gravel filters Figure D-24. Materials other than straw ' bales must be demonstrated to provide the same level of treatment before acceptance by Fort Collins. Straw bales shall be placed in a single row tightly butted end -to -end or overlapped and staked. The bales shall be installed to a minimum depth of four inches. After bales are installed and staked, loose straw will be ' wedged between bales and soil shall be backfilled three inches against the filter. Curb -opening Inlets ' Curb -opening Inlets shall be filtered with a combination of concrete blocks, 1/2 — inch wire screen and coarse gravel (3/4 — inch) constructed according to Figure D-25, or as Approved by the Engineer. ' Maintenance All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Removed sediments shall be deposited in an area tributary ' to a sediment basin. Sediments shall be removed immediately from the traveled way of roads and streets. METHOD OF MEASUREMENT Subsection 208.07 is revised to include the following: Payment will be made for one (1) each inlet protection device per location. When a protection device is installed at a new location, whether protection device is new or has been relocated, an additional payment will ' be made for the protection of the location. Erosion control measures used during saw cutting are considered incidental to all saw cutting operations and shall not be paid for separately. Concrete/truck washout area is considered incidental to the work and shall not be paid for separately. IProject Specifications Page 13 of 32 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION BASIS OF PAYMENT Subsection 208.08 is revised to include the following: Payment will be made under: Pay Item Unit 208.01 Curb Inlet Filter— Gravel Each 208.02 Area Inlet Filter — Gravel Each 208.03 Area Inlet Filter — Straw Bales Each Project Specifications Page 14 of 32 ' REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 is revised to include the following: This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance ' with these specifications, accepted horticulture practice, and in reasonably close conformity with the locations and details shown on the plans or as designated. This work shall not include locations of concrete repair in which grade changes and additional work does not occur. See "Protection and Restoration of Property" found herein. MATERIALS Subsection 212.02 is revised to include the following: tTopsoil Topsoil shall conform to the requirements of "Protection and Restoration of Property" found herein. ' Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the Engineer. The l % allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish. Said sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and ' the date and time of cutting. CONSTRUCTION REQUIREMENTS ' Subsection 212.05 is revised to include the following: Sodding: 1 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 and that the sod will only be watered once. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but will not be measured and paid for under the terms of this contract. 1 Project Specifications Page 15 of 32 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING BASIS OF PAYMENT Subsection 212.08 is revised to include the following: No measurement for payment shall be made for re -sodding lawn damaged by the Contractor adjacent to new concrete, when the grade of the existing lawn reasonably matches the grade of the new concrete. Re -sodding in this instance shall be considered incidental to the work being performed. Payment will be made under: Pay Item Unit 212.01 Sod Square Foot i 212.02 Landscape/Irrigation Labor Hour The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of Seeding, Fertilizer and Sodding, complete -in -place, including removal, haul, disposal, and water, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications Page 16 of 32 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised as follows: MATERIALS ' Subsection 304.02 is revised to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled asphalt or recycled concrete may be substituted for Aggregate Base Course at any time as directed by the Engineer. METHOD OF MEASUREMENT Subsection 304.07 is revised to include the following: Aggregate Base Course will be measured by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured and paid for separately, but shall be included in the contract unit price for Aggregate Base Course. Aggregate Base Course will be paid at a fixed 75% of the total amount used. The remaining 25% is ' intended to cover incidentals such as temporary patching, wash pits, form board reinforcement, and storm water protection. Failure to protect open excavations, or any other use not directly related to the Work, shall not be measured or ' paid for separately but shall be included in the Work. Borrow that is placed as a result of excavation of unsuitable subgrade will be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily. ' The accepted quantities for Aggregate Base Course will be paid for at the contract unit price per ton. BASIS OF PAYMENT ' Subsection 304.08 is revised to include the following: Payment will be made under: Pay Item Unit 304.01 Aggregate Base Course Ton ' The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of Aggregate Base Course, complete -in -place, including haul and water, as shown on the plans, as specified in these specifications, and as ' directed by the Engineer. J IProject Specifications Page 17 of 32 1 REVISION OF SECTION 403 HOT MIX ASPHALT - PATCHING Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 is revised to include the following: This work consists of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access, until such time as the permanent repair can be made. CONSTRUCTION REQUIREMENTS Subsection 403.03 is revised to include the following: In all concrete repair locations, the Contractor shall remove no more than six (6) inches of asphalt pavement. The pavement areas shall be temporarily patched with a minimum of two (2) inches of hot mix asphalt, up to a maximum depth of six (6) inches. These locations shall be paid under the Contract Unit Price for Temporary Patching. METHOD OF MEASUREMENT Subsection 403.04 is revised to include the following: The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per ton. Pavement cutting, excavation, subgrade preparation, haul, disposal, and bituminous materials will not be measured or paid for separately, but shall be included in the contract price for Temporary Patching. Load slips shall be consecutively numbered for each day and shall include the batch time. BASIS OF PAYMENT Subsection 403.05 is revised to include the following: Payment will be made under: Pay Item 403.01 Temporary Patching Unit Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Temporary Patching, including pavement cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. Project Specifications Page 18 of 32 ' REVISION OF SECTION 604 INLETS AND CULVERTS Section 604 of the Standard Specifications is hereby revised as follows: DESCRIPTION ' Subsection 604.01 is revised to include the following: This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk ' culverts in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS rSubsection 604.04 is revised to include the following: The existing frames, grates, bonnets and angle iron faces shall be salvaged and reused in the reconstruction of the inlet deck or replacement of the inlet. Salvable material shall remain the property of the City of Fort Collins, and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or ' replacing damaged or missing material until it is incorporated into the work, or is loaded onto City equipment by the Contractor. If the frame, grate, bonnet or angle iron face cannot be salvaged, the City will provide the replacement material for all inlet types. In the event the City cannot provide material for the Modified Type 13 Curb Inlets, the Contractor shall supply new material. This item shall include the frame, grate and adjustable curb bonnet for a Modified Type 13 Curb Inlet, and will be paid as "Modified Type 13 Curb Inlet - Materials Only". This item will be paid in addition to the "Remove & Replace" or "Reconstruct Deck" inlet items. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the detail found herein. ' The "Metal Sidewalk Culvert with 5/8" Plate" item shall include a new frame and plate. The existing frame and plate shall be salvaged to the maximum extent feasible. Salvable material shall remain the property of the City of Fort Collins. When concrete is to be removed and replaced around an existing grate without disturbing the deck or box, this shall not constitute Reconstruct Inlet Deck. These locations shall be measured and paid for separately under the items described in Revision of Sections 608 and 609 - Sidewalks, Curb and Gutter, Drive Approaches, Aprons ' and Crosspans found herein. Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid -block ramps, radius points at intersections, and other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint material must be set vertical and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. Expansion and caulking shall be paid as "Expansion and Caulking" by the lineal foot. IProject Specifications Page 19 of 32 11 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate REVISION OF SECTION 604 INLETS AND CULVERTS METHOD OF MEASUREMENT Subsection 604.06 is revised to include the following: Reconstruct Deck shall include the deck reconstruction of existing inlets, including two, three and a half foot (3.5') transitions, measured from inside face of box, on each side. Inlets with openings greater than those defined on the detail shall be paid for as "Reconstruct Deck" per each, plus "Reconstruct Deck Additional Foot Opening" per lineal foot. BASIS OF PAYMENT Subsection 604.07 is revised to include the following: Payment will be made under: Pay Item Unit 604.01 Type R Inlet — Remove & Replace (4' Opening) Each 604.02 Type R Inlet — Reconstruct Deck (4' Opening) Each 604.03 Type R Inlet — Reconstruct Deck Additional Foot Opening Lineal Foot 604.04 Catch Basin - Remove & Replace Each 604.05 Catch Basin - Reconstruct Deck Each 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening Lineal Foot 604.07 Modified Type 13 Curb Inlet - Remove & Replace Each 604.08 Modified Type 13 Curb Inlet - Reconstruct Deck Each 604.09 Modified Type 13 Curb Inlet - Materials Only Each 604.10 Concrete Sidewalk Culvert - Remove & Replace Each 604.11 Metal Sidewalk Culvert with 5/8" Plate - Remove & Replace Each 604.12 Additional Square Foot 5/8" Plate Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Inlets, including demolition, disposal, reinforcement and replacement, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the Engineer. Project Specifications Page 20 of 32 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the Larimer County Urban Area Street Standards, October 2002, except as noted herein. DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, ' crosspans, curb ramps and concrete pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans or established. MATERIALS ' The mix designs for all types of concrete to be utilized shall be determined by the Contractor and submitted to the Engineer and approved a minimum of one week prior to the beginning of construction. ' Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85, Type I, Type I/II, or Type III. ' The air content shall be four and one-half (4-1/2) to seven and one-half (7-1/2) percent. "High "High Early" concrete shall be used for concrete repair locations. Early" concrete shall have a specified compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete used for a particular location shall be ' approved by the Engineer. See also Section 2.05, `Rigid Pavement Design', and Section 4.2.4., `Concrete Streets', of the City of Fort Collins Design Criteria and Standards for Streets." Water Reducing Agents shall conform to ASTM C 494-82. Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an ' accelerating agent. The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip. Concrete delivered without a load slip containing complete information as specified ' will be subject to rejection. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall ' conform to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be 150 sq. ft./gal. for all concrete. The curing compound shall be applied immediately upon completion of the finishing. ' CONSTRUCTION REQUIREMENTS The Remove Concrete item shall include removal and disposal or salvage of existing asphalt, concrete, or ' flagstone as directed by the Engineer. Care shall be taken during removal of fillets to protect the existing concrete from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors expense. Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In these cases the design may be modified by the Engineer. ' The finished exposed surface and edging of the concrete will match as closely as possible the surface treatment of the surrounding existing concrete. IProject Specifications Page 21 of 32 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of 8". Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut through the entire pavement thickness. All joints shall be sealed with an asphalt filler compound, or approved equal, in accordance with the detail for "Concrete Pavement Joints" contained herein. The cost for joint sealing shall be included in the contract unit price for "Concrete Pavement." The top of the new pavement shall be even with the existing concrete pavement. The concrete shall be consolidated with a mechanical vibrator. All construction joints shall be doweled except for expansion joints, joints along existing curb and gutter, and contraction joints, in accordance with the detail for "Concrete Pavement Joints" contained herein. In addition, dowels shall be 16" smooth #5 bars. The dowels shall be placed in drilled holes, 12" OC. Dowels shall fit snugly into 8" deep drilled holes, or shall be epoxy grouted. In locations where concrete pavement is being replaced, the construction joint (s) shall be constructed in accordance with the detail for "Concrete Pavement Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. The maximum spacing for transverse joints in crosspans and concrete pavement shall be ten (10) feet. All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. Restoration of landscape shall be in accordance with "Revision of Section 107 - Protection and Restoration of Property and Landscape" found herein. The time frame for restoration shall be within two (2) working days from the time the concrete was placed for backfill with topsoil and by no later than the end of the first working day of the following week for sod replacement. The Contractor shall be responsible for the protection of the subgrade/base course until the concrete is placed. The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water, mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after the placement of curing compound for 48 hour high early concrete. Concrete blankets shall be used when the temperature is expected to fall to 32°F or below within 36 hours after placement of curing compound for 48 hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of concrete stated above. The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage caused during the cleanup process shall be the Contractor's responsibility. The Contractor shall utilize forms approved by the Engineer for the tabulation of concrete quantities. Concrete washout/truck washout shall be contained in such a manner that no visual evidence of cement or aggregate spoils remains on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited. Washout may be accomplished by use of a designated spoils/base pile, as described in Section 208 of the Standard Specifications, or at an identified off -site location. Methods shall be submitted for approval by the Engineer. Project Specifications Page 22 of 32 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT ' Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible. All flagstones, pavers and bricks shall become the property of the City of Fort Collins. Flagstones shall be hauled by the contractor and delivered to the City's site located at 1500 Hoffman Mill Road. This item will not ' be measured or paid for separately, but shall be considered incidental to the related remove and replace item. In areas where the Engineer directs the re -setting of flagstone, the existing flagstone shall be salvaged and reset on compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the surrounding existing area. METHOD OF MEASUREMENT ' Sawcutting related to the items in this section shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. Pedestrian Access Ramp shall be measured by the square foot and shall include the area between the back of the curb and both points of curvature, if on the radius, or the top of transition if mid -block. ' Pedestrian Access Ramp — Highback Curb shall be measured by the square foot. The length shall be measured from the back of the curb to the top of the transition at the back of the ramp, and the width shall be measured at the midpoint. All pedestrian access ramps shall be placed in accordance with the details contained herein. The ramp items ' shall include all labor, materials (except truncated domes), equipment and incidentals, including removal, saw - cutting, haul and disposal, and for doing all the work involved in removal and replacement of pedestrian access ramps. Truncated dome be Truncated Dome Panel be in panels shall placed on all pedestrian access ramps. will paid addition to the ramp item. This item shall include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps. Truncated dome panels shall be red pre -fabricated concrete or cast iron, and shall meet all ADA requirements. The type of truncated dome panels to be used shall be submitted to the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. All panels shall be epoxied on the non -exposed surfaces prior to being set in wet concrete. ' Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for and around fire hydrants, poles, inlets, sidewalk under -drains, mid -block ramps, radius points at intersections, and other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint material must be set vertical and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. This item will be paid as Expansion and Caulking by the lineal foot. ' Reset Flagstone shall be measured by the square foot of reset area. 1 1 IProject Specifications Page 23 of 32 1 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT BASIS OF PAYMENT Payment will be made under: Pay Item Unit 608.01 Remove Concrete SF 608.02 Remove and Haul Fillets EACH 608.03 Apron 8" - Remove & Replace SF 608.04 Crosspan 8" - Remove & Replace SF 608.05 Driveover Curb, Gutter and 6" Sidewalk Remove & Replace LF 608.06 Driveover Curb and Gutter, No Sidewalk Remove & Replace LF 608.07 Vertical Curb, Gutter and 6" Sidewalk Remove & Replace LF 608.08 Vertical Curb and Gutter - No Sidewalk Remove & Replace LF 608.09 Vertical Outfall Curb and Gutter - Remove & Replace LF 608.10 Barrier Curb 12" — Remove & Replace LF 608.11 Hollywood Curb, Gutter and 6" Sidewalk Remove & Replace LF 608.12 Hollywood Curb and Gutter - No Sidewalk Remove & Replace LF 608.13 Highback Curb and Gutter - No Sidewalk Remove & Replace LF 608.14 Pedestrian Access Ramp - Remove & Replace SF 608.15 Pedestrian Access Ramp, Highback Curb Remove and Replace SF 608.16 Truncated Dome Panel SF 608.17 Flatwork 4" - Remove & Replace SF 608.18 Flatwork 6" - Remove & Replace SF 608.19 Replace Flatwork — 1" Additional Depth SF 608.20 Colored Concrete (4") San Diego Buff— Up Charge SF Project Specifications Page 24 of 32 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT ' 608.21 4' Valley Pan (6") — Remove & Replace SF ' 608.22 Concrete Pavement 8" - Remove & Replace SF 608.23 Alley Approach 8" - Remove & Replace SF ' 608.24 Expansion & Caulking LF 608.25 Splashblock 4" SF ' 608.26 Exposed Aggregate 4" — Up Charge SF 608.27 Reset Flagstone SF ' The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement, complete -in -place, including removal, sawcutting, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. IProject Specifications Page 25 of 32 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall be revised as follows: This work shall consist of furnishing, installing, moving maintaining and removing temporary traffic signs, advance warning arrows panels, barricades, channelizing devices, and delineators as required by the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook", and the current Larimer County Urban Area Street Standards. In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. When a device is not in use, the Contractor shall remove it from the project for the period it is not needed. Devices temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices removed from the project and later returned to use. Payment shall be made for the maximum number of each type of traffic control device being used at one given time per day. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). MATERIALS Subsection 630.02 shall include the following: All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.09 shall be revised as follows: TRAFFIC CONTROL PLAN Traffic control through the construction areas is the responsibility of the Contractor. For all locations, a Traffic Control Plan shall be prepared. The Traffic Control Plans shall be on City supplied forms. The Traffic Control Plans shall be submitted for approval to the Engineer by 8:00 a.m., two working days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m.) Full road closure plans shall be submitted no later than Friday mornings by 8:00 a.m. for projects starting the following week. All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Project Specifications Page 26 of 32 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture ofpayment for ' all work and materials at that location, with no adjustment in the contract time. All costs associated with Traffic Control Plan review will not be measured or paid for separately, but shall be 1 considered incidental to the Work. The Traffic Control Plan shall include, as a minimum, the following: ' (1) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. ' (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain ' traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. ' (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. ' Approval of the proposed method of handling traffic is intended to indicate those devices for which payment is to be made. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract. ' Parking Restriction Plans shall be submitted and approved which show the location and quantity of "NO PARKING" signs, the date to be placed, and the date to be removed. The plans shall be prepared on City supplied forms. The Parking Restriction Plans shall be submitted to the Engineer by 8:00 a.m., two working ' days prior to the commencement of work. (Note: Parking Restriction Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m.) All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Parking Restriction Plan has been approved. Failure to have an approved Parking Restriction Plan ' shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The cost for preparing and submitting the traffic control plan shall be included in the contract unit price for Traffic Control Supervisor. ' Subsection 630.10 shall be revised as follows: TRAFFIC CONTROL MANAGEMENT ' Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. ' (Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project.) One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as ' a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to commencement of the work. The Head TCS shall be on site at all times during the construction when payment is made under the contract unit price for Traffic Control Supervisor per day. When the TCS is being ' paid under the TCS per hour item, time spent on site may be modified by the City Representative, as needed, based on the size and complexity of the project, location of work, duration of the project, traffic factors, weather, and roadway characteristics. Project Specifications Page 27 of 32 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES ' The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the day or hour pay unit for TCS. ' It is the intent of the specifications that the Head TCS be the same throughout the project. If the Head TCS is to be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall be submitted for approval for the replacement. , The Head TCS will be paid for under the TCS item. The TCS's duties shall include, but not be limited to: ' (1) Preparing, revising and submitting Traffic Control Plans as required. (Review fees will not be measured or paid for separately, but shall be considered incidental to the Work.) ' (2) Direct supervision of project flaggers. (3) Coordinating all traffic control related operations, including those of the Subcontractors and suppliers. (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. Typed hand delivered , notification to all businesses and residents at least 24 hours prior to construction. (The notification of residents and businesses may be accomplished by a representative of the TCS.) (5) Maintaining a project traffic control diary which shall become part of the City's project records. (6) Inspecting traffic control devices on every calendar day for the duration of the project. (7) Insuring that traffic control devices are functioning as required. (8) Overseeing all requirements covered by the plans and specifications which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. (10) Setting up traffic control devices. Notification of residents and businesses shall be the responsibility of the TCS and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete pouring, etc.), the dates and times of the work, and the parking and access restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by the Engineer and shall be distributed prior to the commencement of each phase of the work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 24 hours prior to the commencement of work. (Note: The time frame criteria for distributing letters are the same as for posting "NO PARKING" signs.) The cost for preparing and distributing the letters shall be included in the cost for TCS. Project Specifications Page 28 of 32 F REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES ' Traffic control management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times and available upon the Engineer's request at other than normal working hours. All costs associated with "on call" service, excluding actual hours worked, shall be included in the 1 contract unit price for Traffic Control Supervisor. The TCS's will be paid only for days the Contractor works, and as directed by the Engineer. On weekends and ' other days the Contractor is not working, the TCS will not be paid. Time spent maintaining signs on the weekends, holidays, bad weather days, and other days the Contractor does not work shall be included in the unit prices for the equipment. Time spent setting up equipment, modifying equipment, maintaining equipment, and picking up equipment shall be included in the unit prices for the equipment. ' All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. ' METHOD OF MEASUREMENT Subsection 630.14 shall be revised as follows: Quantities to be measured for construction traffic control devices shall be the number of units of the various ' sizes and descriptions listed below: Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet ' Size B Signs - 9.01 to 16.00 Square Feet "NO PARKING" Sign with Stand will be measured and paid for separately and not included in the item for Size A Signs. "NO PARKING" Sign with Stand shall consist of a metal sign attached to a device (stand) such as a Vertical Panel or Type I Barricade. The sign material and stand shall be approved by the Engineer. The sign material and stand will not be measured and paid for separately but shall be included in the Contract Unit Price for "NO PARKING" Sign with Stand. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. "NO PARKING" signs must remain in place until the street is open to traffic. The "NO PARKING" signs shall be in effect for one or two days only. Traffic channelizing devices consisting of vertical panel, cones, or drum channelizing devices will be measured by the unit. Barricade warning lights shall be measured and paid for separately if approved by the Engineer. ' Advance Warning Flashing or Sequencing Arrow Panels will be measured by the unit. The number of Traffic Control Supervisors shall be approved by the Engineer prior to each days work. The quantity to be measured for Traffic Control Supervisor will be the number of authorized days performed by the Traffic Control Supervisor or his approved representative. An authorized day shall be any day, or portion of a ' day, authorized by the Engineer, that construction operation would require a Traffic Control Supervisor. "On Call" and project inspections on all other days will not be measured and paid for separately but shall be included in the work. ' The cost for setting up equipment, modifying equipment, maintaining equipment, and picking up equipment (not including "NO PARKING" Sign with Stand) during authorized days shall be included in the Contract Unit Price for Traffic Control Supervisor. If a TCS(s) is used for an authorized day, but not for the entire day, the TCS shall be paid at the Contract Unit Price for "Traffic Control Supervisor" at the per hour rate. IProject Specifications Page 29 of 32 S k-T 1 V, E' 0 IN Or" 610 REER P ORL,4ANCE BOND Bond <Nlo. KA5023 KW")w All MEN BY THESE PRE'S'EN" S: 't h a t (Fi,-,,m) Vogel Concrete Inc. 'Addres,$) 63.30 S.. College Ave. Fort Collins, 00 80525 I-M0MW3GW=), iXXX%UMN*=), fa Carporar-ion) , here1nafter referred -.0 as the "Principal,, ana. I I I C I I I f F i rin) Contractors Bonding anti Insurance Company (Address.) PO Box 9D1, Seattle, WA 98109 hezeinafter, referred, to as "the Surety", are he'-Ld and. fir-Inly bound unto City of Fo..r..t Collina, 300 Laporte Av,e,. Fart Collins, Colorado 80522 a (Municipal . .... ....... . . ..... referred:to as. the "OWNER", -h the penail Sum of .�1,361,301.83 in lawful aioney of the U ted, St-ates, for I the PaYMe-1:t of which sum well and truly to be made, we bJ J.:n� ourselves, s:u-ccC-sso,rs and assigns, Jointly and severally, firmly b-v these pre-set .'HE CON-Dil'IONS OF THIS OBLIGATION are such that whereas the r i n ci o a 1,•e n e r e d into a certam Agreement with the OWNER, dated the lith -day of May T.N.10. '.*a copy of which is hereto attached and made a. part.. hereof fo- - I rr the pex �L orrriarice of The, Cit"y of.Fort r-'011ins project, Renewal 2010 6046 Concrete Maintre.nahice y. Pro J ect NOW, T11ER-E-FORE, if the Princ4ca 1 s hall we-1 1, t ru y and, f a. it" f Lill ae"r.140,1-M its a u -es, all 'the under-.,akings, covenants, termis, conditions and Or ,ga I d Agreement during tl-ie originate, term thereof, and any extern-sion-s ther:e�)-`-' which rr-,ay be :granted by the OtAINIER, with -or wll-hout tqotice to lie surEf- , y and during the life of the guaranty period, and Ja ,f the Pri.ncipal shall st-J.-S!". y a I i 'nd cailrZ"s and demands ".-.icurred under such Agrnal eemet, and sh� -e.mni'y s u f f e-,Y, b y i-Ind �iave ha, mdess -he 0KNER o m a cost and d a ma g e s w h.-' c h ma eF1 5 1, lu 1 � - t. ; on of fai. - re to do so, anid Ishali reirziburse and �repa.y e, 0 fv,1 Nm�a 1 It outlay anx--ense which the 01WIN-Et7 may incu-- In Making good, any a e f a U. 1 t z-her -his (�T., W 1:3 e. �- Q 51-�,all be vQ-'d; oil 'i ft.13-11 forc--. and ef- REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES The quantity to be measured for flagging will be the total number of hours that flagging is actually used as authorized. Hours of flagging in excess of those authorized shall be at the Contractor's expense. Flagger breaks shall be included in the Contract Unit Price for Flagging. The method for covering flagger breaks shall be approved by the Engineer. Flagging outside of the construction work hours will not be paid for under the terms of this contract unless authorized in writing by the Engineer. Flagger stand-by time will not be paid for under the terms of this contract. In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic control shall not be paid for under the terms of this contract. The costs for advance warning "NO PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under the terms of this contract unless authorized by the Engineer in writing. In addition, the Owner shall deduct from compensation due the Contractor $10.00 for each traffic control device per day for said conditions, including "NO PARKING" signs and any signs which are not removed from the site immediately upon completion of the work. BASIS OF PAYMENT Subsection 630. t5 shall be revised as follows: The cost for Traffic Control Devices, not including "NO PARKING" Sign with Stand, shall include delivery, rental, and pickup. The cost for setting up equipment, modifying equipment, and maintaining equipment will be paid for under the Contract Unit Price for TCS as described above. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. Payment shall be full compensation for furnishing, erecting, maintaining, moving, removing and disposing of construction traffic control devices necessary to complete the work. All construction traffic control devices which are not permanently incorporated into the project will remain the property of the Contractor. The initial manufacturing will be paid for Specialty Signs per unit and the actual use paid for under the appropriate unit cost for Size A or Size B sign. This item shall apply to new signs only. Once manufactured, they may be used throughout the project. Upon completion of the work, the Specialty Signs shall be returned to the Contractor. The accepted quantities will be paid for at the contract unit price for each of the pay items listed below: Pay Item 630.01 "NO PARKING" Sign with Stand 630.02 Vertical Panel without Light 630.03 Channelizing Drum without Light 630.04 Type I/II Barricade without Light 630.05 Type III Barricade without Light 630.06 Size A Sign with Stand Project Specifications Page 30 of 32 Unit Per Day Per Each Per Day Per Each Per Day Per Each Per Day Per Each Per Day Per Each Per Day Per Each REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES 630.07 Size B Sign with Stand Per Day Per Each 630.08 Size A Specialty Sign - Cost of Manufacturing Each 630.09 Size B Specialty Sign - Cost of Manufacturing Each 630.10 Cone with Reflective Strip Per Day Per Each 630.11 Safety Fence Per Day Per Roll 630.12 Light Per Day Per Each 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Unit Per Day 630.14 Variable Message Board Per Day Per Each 630.15 Traffic Control Supervisor Per Day 630.16 Traffic Control Supervisor Per Hour 630.17 Flagging Per Each Per Hour Flagger hand signs will not be measured and paid for separately, but shall be included in the work. The flaggers shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the work. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered subsidiary to the item. Sand bags will not be measured and paid for separately, but shall be included in the work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the MUTCD, if approved; however, payment will be made for the typical panel size. The City shall not be responsible for any losses or damage due to theft or vandalism. IProject Specifications Page 31 of 32 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. NOTE: FULL CLOSURES ON ARTERIALS AND COLLECTORS, INCLUDING THOSE LISTED ABOVE, WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF ONE WEEK PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. Project Specifications Page 32 of 32 SECTION 02500 QUANTITY ESTIMATE This work shall consist of removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, ' drive approaches and pedestrian access ramps, and placement of temporary asphalt patching adjacent to new concrete, on designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of the bid. All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a'basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated ' amount therefor. 1 F SECTION 2500 QUANTITY ESTIMATE - ' STREET �, FROM:. , ; _ ' _ TO � _ '. 202.01.:- �:'.�202.02 .304.071­ 403i50 '-:604.01 604.02':" ,.�-. 604.03. 604.05." ;. Sawcut 4" , Sasvcutting Additional -. Inch Dopth') A re ate Base Aggregate g Temp; Patching p g Type' R Inlet 4' Remove & Replace Rccun Type R � Inlet Deck 4 ` Opening Recon. Type R Curb Inlet Ueck - Add. I' pening " Ruun Inlet . � Ueck - Catch ' Basin. Units `LF LF/ IN TONS TON - EA EA. LF EA 0.00 0.00 0.00 4.00 S LEMAY AVE E MULBERRY ST JE HORSETOOTH RD 1 40.00 0.00 1 480.54 1 105.80 . '.,, ,, • ._ UniDSuh Total- •'';• ;...•._ .. -;_�' ...,.•4o.00 - 0.00 1 480.54: j 105.80 >'0.00 1 0.00" 0.00 4.00 . PENNOCK ST PENNOCK ST LEMAY AV JEASI END 1 0.00 0.00 i 37.94 1 5.60 0.00 Lou IA0 0.00 -. Unit Sub Total; .. _. _ �.:. - 50.00 -_. 50.00. - _ $37.94 - 55.60 50.00 SLOU, - SLDO 50.00. W II0RSF-TOOTII RD IS SHIELDS ST ISTAFT 1111.1. RD 0.11U OAII 61.21 5.60 0.(10 U.IIU 11.00 ILW - Unit Sub Tot.1 _ - 0.00 _, _ 0.00 61.21 - 5.60 _ 0.00 0.00 - 0.00 0.00 S MASON ST JW HARMONY RD IS COLLEGE AVE I1.0(I 0.(I(1 54.25 6.50 (LOU 2.(Ill Q00 0.00 Unit Sub Total __ ...,,... :: `. .- :a..�. .:.: .- O.UO U.(IU _ .-54.25• r.::. 6:8(1 • -::..: 0.0(1 •2A0 - QI)U 11.011}.. LEXINGTON GREEN AREA CONCORD DR CONSTITUTION AVE CONSTITUTION AVE 1 0.00 10.00 61.60 I L10 0.0U OAO 0.00 0.00 GERMANTOWN CT LAST END CONSTITUTION AVE 0.00 0.00 9.56 1.90 0.00 0.00 0.00 0.00 NEWPORTCT NORTH END NEWPURTDR 0.011 0.00 34.01 5.10 0.00 0.00 0.00 0.00 NEWPORT DR CONSTITUTION AVE CONSTITUTION AVE. 0.00 0.00 35.03 6.20 0.00 0.00 0.00 1.00 SCARBOROUGH DR EAST END CONSTITUTION AVE 0.00 0.00 13.35 2.40 0.00 0.00 0.00 0.00 SHEFFIELD CIR E VALLEY FORGE AVL' SHEFFIELD CIR W 0.00 0.00 10.85 1.90 0.00 0.00 0.00 0.00 SHEFFIELD CIR W VALLEY FORGE AVE SHEFFIELD CIR E 0.00 0.00 19.51 3.60 (00 0.00 0.00 0.00 WINDSOR CT EAST END 1CONSTITUTION AVE 0.00 0.00 18.55 3.40 0.00 0.00 0.00 1,00 YORKTOWN AVE CONSTITUTION AVE VALLEY FORGE AVE 0.00, 0.00 87.05 15.60 0.00 0.00 0.00 0.00 YORKTOWN CT YORKTOWN AVE SOUTH END 0.00 0.00 9.61 1.70 0.00 0.00 0.00 0.00 YORKTOWN DR YORKTOWN AVE JW DRAKE RD 0.00 0.00 5.65 0.90 0.00 0.00 0.00 0.00 Unit Sub Total.., -. .. _.--. .... ,... _..; -,._' 0.00 .�: `.' -0.00 , 304.7E ,. _.53.80 ., .. 0.00 _.. 0.06 _.... - .6.00-.. .,. 2.110_.:.- HULL ST include with Silx,crplunic Dr SILVERPLUME DR IDUNDAR AVE :'.� ::.'�` ``�".±�`'�2`''�.--``.'#-�`�'>_ :+»i� `.�'>� r'" �^`'�'���" ..`� � r.•v. §`-`' SILVERPLUME DR IIULL ST JW SWALLOW RD 0.00 0.00 149.98 21.10 0.00 0.00 0.00 0.00 SILVL'RTON CT EAST END SILVERPLUME DR 0.00 0.00 7.97 1.50 0.00 0.00 0.00 0.00 TELLER CT NORTII END W SWALLOW RD 0.00 0.00 6.31 1.30 0,(10 I1.00 0.00 0L00 TELLURIDE CT NORTH END W SWALLOW RD 0.00 0.00 10.05 1.70 0.00 0.00 0.00 0.00 ..• - Unit Sub Total _..-- _.-_. -., ,0.00- 0.00, _ 174.30,. .25.60 ,' 0.00 0.00 _.' 0.00 0.00 CACTUS CT SOUTHRIDGE GREENS WEST END 0.00 0.00 20.68 3.60 0.00 0.00 0.00 0.00 EAGLE RIDGE CT SOUTHRIUGE GREENS EAGLE RIDGE CT 0.00 0.00 13.58 3.00 0.00 0.00 0.00 0.00 EAGLE RIDGE CT(2) NORTH END SOUTH END 0.00 0.00 21.71 4.10 0.00 0.00 0.00 0.00 FALCON RIDGE CT SOUT1[RIDGE GREENS SOUTH END 0.00 0600 15.71 2.70 0.00 0.00 0.00 0.00 FALCON RIDGE CT(2) NORTH END SOUTH END 0.00 0.00 2.20 0.40 0.00 0.00 0.00 0.00 FRONT NINE DR SOUTHRIUGE GREENS SOUTH END 0.00 0.00 26.62 4.50 0.00 0.00 0.00 0.00 HUh1MLL LN FR0NT NINL•' UR SOU'I'HRIUGE GREENS 0.00 0.00 97.83 16.90 0.00 0.00 0.00 0.00 S0UTHR1DGF- GRF.FNS CACTUS C'T F. TRIL IY RD 0.00 0.00 47.59 7.90 0,00 0.00 0.00 0,00 - ; ' :. -,' .:: - ' -: '�: •-._. '. _ - .,', Unit Sub Total - - ' . _ - " . „ ' .. 0.00 ., ,. .. -.' 0.00. 245 91'.. _43.10 I 0.00. - .0.00 !STETSON CREEK AREA CLEAR CREEK LN MADISON CREEK DR SWEL I WATER CKL•EK UK 0.00 0.00 4.18 0.80 0.(Ill 0.00 I1.00 0.00 KEYSTONE CREEK CT STETSON CREEK DR SOUTH END 0.00 0.00 22.38 3.80 0.00 0.00 0.00 0.00 MADISON CREEK DR STETSON CREEK DR CLEAR CREEK LN 0.00 0.00 7.35 0.80 0.00 0.00 0.00 0.00 MINERS CREEK Cl STETSON CREEK DR SOUTH END 0.00 0.00 3.81 0.60 0.00 0.00 0.00 0.00 STETSON CREEK DR S TIMBERLINE RD KEYSTONE CREEK CT 0600 0.00 51.79 6.60 0.00 0.00 0.00 0.00 STILLWATER CREEK CT STILLWATER CREEK DR WEST END 0,00 0.00 10.85 2.20 0.00 0.00 0.00 0.00 STILLWATER CREEK DR STETSON CREEK DR CLEAR CREEK LN 0.00 0.00 16.76 3.20 0.00 0.00 0.00 0.00 SWEETWATER CREEK DR EAST' END WEST END 0.00 O.UO 3.R3 0.60 0.00 0.00 QUO 0.00 TRAPPERS CREEK CT S'1'L'TS0N CREEK UR SOUTH ENU 0.00 0.00 11.29 2.10 OA0 0.00 0.00 0.00 . ... Unit Sub Tonal - ... - ' :: .:. :. .. .. .. 0.00 - 0.00•' ': - 132.23 .' ' 20.70 , 0.00 '. t ' •0.00' 0.00 0.00" 2of11 0 0 0 0 0 0 0= o 0 o e e=®®_� M m SECTION 2500 QUANTITY ESTIMATE •. STREET "• •: -. .. • - :.+.. .•s!'Uoftr.. ... FROM', .': ,,, x. :. : -'; ..-; . TO �' +? . •. 604.06 : ' ' : 604:07 604:08 : _ - :.' 604.10: _`: 604.11 604.12 °_- 608.01 608.02 ,Reeun Inlet: :Deck Catch ,Has ia Add.l' - Opeoiitg Mudtt'i�d;TypU 13 1 Curbin et ` Remove & ':Replace ' :-' .. '.. Re"cun Modified "Ppye 13 Curb Inlet Deck . rete'Side Cunt walk ` `Ctilvcrt• - '." .. .. �• 1Netal Sideyvalk ' Culvert5/li" ` .'Plate R&R - dditiunal A" SF 'S/8" Plate "' R emuve Only,'Retnuv �-'Concrete • - c`: _�� Fillets _ '.`.• ..'.- . , .. LE,';.,., _•}.EA'; .. '.:. EA'. �`.�EA <,. •EA':3 :' SF SF : .. .: EA - S LEM .. JE HORSETOOTH RU 3.00 4.00 n ? 1.00 1.00 I.00 0.00 48.00 0.00 ,-„ .. - - Unit Sub Total _-:. _.. -`. -:: t�� PENNOCK ST .'3.00".. - '`4.00 _ -.::.. 'LUUy L00 '_. _.I AO. . PENNOCK ST LEMAY AV EAST END 1 0.00 1 0.00 U.UU 0.UU 0.00 QU0 0.00 0.00 Unit Sub Total ., . ; _. _ s«: ":�5, - _ .... ... .,. ., :... -.,.: $0.00' :.:-, :. .'$0:00;; 4, .','S0.00<" :$0.00 .':.. ,..: ,', $0.00..: --$0.00 - \V IIURSF.TOOTI I RD S SHIELDS ST S TAFT 1111.1. RD 0 00 0.00 0.00 0.00 0.U11 II.UU 0.U0 O.Uf1 .- :-.. . - :Unit Sub Total • .` - ::y.: -- :- - -. 0.OU . _. - 0:00 : 0.00 ; UAO O.OU , ..• 0.00 O.0() OA(1 S MASON ST W HARMONY RD S COLLEGE AVE 0.00 0.00 O.OU OAU 0.00 0.UU I I5.00 0.00 ..._.._ I LEXINGTON GREEN AREA r. -,>� Unit,Su6.Ttital ,_. :. ..`.:..' "'-_ - .";; .": - "Q00 -,.. - _ :. 'U.00' ,... r:.`,.'0.00'.. A. ac- ( r ..,.:.1.0(1' '� :0.(111- UAU a- - IIS.00 - ,D.OfL:;. CONCORD DR CONSTITUTION AVE CONSTITUTION AVE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 GERMANTOWN CT LAST END CONSTITUTION AVE' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 NEWPORT CT NORTH END NEWPORT DR 0.00 0.00 0.00 0.00 0.00 (Loll 0.00 0.00 NEWPORT DR CONSTITUTION AVE CONSTITUTION AVE 0.00 0.00 0.00 ().11U l),IIU II.IIU 40.00 0.00 SCARBOROUGH DR EAST END CONSTITUTION AVE 0.00 0.00 0.00 0.00 0.00 0.00 U400 0.00 SHEFFIELD CIR L' VALLEY FORGE' AVE' SHEFFIELD CIR W 0.00 0.00 0.00 0.00 0.00 O.UO O.00 0.00 SHEFFIELD CIR W VALLEY FORGE AVE SHEFFIELD CIR E 0.00 0.00 0.00 0.00 O.UII 0.110 0.00 0.00 WINDSOR CT F.AST END CONSTITUTION AVE 0.00 0.00 0.011 O.IIU 0.00 0.00 woo 0.00 YORKTOWN AVE CONSTITUTION AVE VALLEY FORGE AVE 0.00 0.00 0.00 0.00 0.00 0.UU U.OII 0.00 YORKTOWN CT YORKTOWN AVE SOUTH END 0.00 0.00 U.00 0.00 O.UO 0.00 0.00 0.00 YORKTOWN DR YORKTOWN AVE W DRAKE RD 0.00 0.00 0.00 0.00 0600 0.UU 0.00 0.00 Unit,Sub-Total.- __...:'..0.00 ..c 0:00.' '. _ ,.;.0.00' �; 0.00 ' ...O.UO` ` `: -•0.00 -, '<: 40.00" .�O.UO HULL ST (include with Sih'er lumc Dr) SILVERPLUME DR DUNBAR AVE ' 4_ LU.UO _~ SILVERPLUME DR MULL ST WSWALLOW RD 0.00 0.00•_ 0.00 O.flll O.(lll+ 0.00 0.00 SILVERTON CT EAST END SILVERPLUMEDR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TELLER CT NORTH END W SWALLOW RD 0.00 O.OU 0.00 0.00 0.00 0600 0.00 0.0o TELLURIDE CT NORTH END W SWALLOW RD 0600 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - ••..-' .` - .: Unit Sub Total'' ..' .' `,'.'r '` 000,:•:: .'0.00' .a, 000 - `0:00 - O.00i. - OA0 }70.00 `a'O.OU CACTUS CT SOUTHRIDGE GREENS WEST END 0.00 0.00 U.W 0.UU U,00 0.00 0.00 0.00 EAGLE RIDGE CT SOUTHRIDGE GREENS EAGLE RIDGE CT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 EAGLE RIDGE CT(2) NORTH END ... SOUTH END 0.00 0.00 0.00 (Loo 0.011 0.00 0.00 0,00 FALCON RIDGE CT SOUTHRIDGF. GREENS SOUTH END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.UU FALCON RIDGE CT(2) NORTH END SOUTH END 0.00 0.00 0.00 0.00 0.00 0.00' 0.00 0.00 FRONT NINE DR SOUTHRIDGL' GREENS SOUTH L•ND 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 HUMML'L LN FRUN"f NINE' DR SUU'I'HRIUG - GREENS 0.00 0.UU 0.00 0.00 0.00 0.00 0.00 0.00 SOUTIIRIDGF. GREENS ICACTUS CT IF TRILBY RD 0.00 0.UU:00.:,� 0.00 0.00 (600 0.00 0.00 0600 Unit SubTotaL. ': STETSON CREEK AREA ,.• s ...:.. '.�"`_ 0.0(I r.., 0 000 r'_0.00 .. OAO:' •; 0.00 ... 0.U0" u_OOO•. CLEAR CREEK LN MAUISON CREEK DR iSWEETWATER CREEK DR 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 KEYSTONE CREEK CT STETSON CREEK DR SOUTH END 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 MADISON CREEK DR STETSON CREEK DR CLEAR CREEK LN 0.00 0.00 0.00 (LIIU 0.00 0.00 0.U11 0.00 MINERS CREEK CT STETSON CREEK DR SOUTH END 0.00 0.00 0.00 I All 0.00 0.00 UAU 0.00 STETSON CREEK DR S TIMBERLINE RD KEYSTONE CREEK CT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 STILLWATER CREEK CT STILLWATER CREEK DR WEST END 0.00 0.00 0.00 0.00 O.(111 0.00 0.00 0.00 STILLWATER CREEK DR STETSON CREEK DR CLEAR CREEK LN 0.00 0.00 0.00 0.00 0.UU 0.011 0.00 0400 SWEETWATER CREEK DR EAST END WEST END 0.00 0.00 O.OU 0.00 U.UU UAU 0.00 U.OU TRAPPERS CREEK CT STETSON CREEK UR SOUTH END 0.00 0.00 0.00 OAO 0.00 0.00 0.00 O.UO 'Unit Sub:Tutal .. - '" •;. `.. . = . , -0:00' .: •:.. . �'0.00 , d.0:00 ' , • - " 1.0(1 0.00 t200. �' • - 0110 Q00 3of11 SECTION 2500 QUANTITY ESTIMATE -. -' - `STREET - • :- - FROM `-, - - ' TO .608.03 608.04 '608.05 -- "608.06 608.07" - : 608.08'. b08.09 .'-608.10 Apron Remove & Replacer Remove &VCNSW Replace DO w/ 6" Walk R&R UO NSW , R&R . VC .w/ 6" Walk R&R R&R Median Curb R&R Barrler Curb 12" R&R Units SF SF LF :.'CE' LF. LF LF LF WANAMIs 2,692,00 14.00 17.00 98.00 2,990.00 0.00 0.00 S LEMAY AVE I E MULBERRY ST JEHORSETOOTH RD 2,569.78 Unit Sub Total .. : - _ . - - 2,569.78 2,692.00 _ 14.00 17.00 98.(10 _ . 2,990.00 . 0.00 0.00' " PENNOCK ST EASI ST LEMA..Y�AV END 6I0.00 .UU 294.00 "_UnitSa6Total.;. .. ..__,. .288.UU - S288.00 _0.00 . ,. ... ,3.UU .UU - -U2PENNOCK 50- W I IORSETOOTI I RD IS SHIELDS ST IS TAFT HILL RD 1 20.00 0.00 0.00 1 0.00 41.00 1 353.00 16.00 1 0.00 Unit Sub Total 20.U0 0.0U 11.W O.W 41.IIO ' 353.00 16.UU 0.UU S MASON S MASON S I I W HARMONY RD JS COLLEGE AVE 1 1,081.00 934.00 0.00 1U.OU 0.00 1 217.00 UAU 1 0.00 Unit Sub: Total .. _... ... 1081.00 - _ _. 934.OU '; .0.00 O.OU' - O.OU , 21 T.00 LEXINGTON GREEN AREA CONCORD DR CONSTITUTION AVE CONSTITUTION AVE 1 0.00 228.00 1 0.00 0.00 O.00 0.00 0.00 0.00 GERMANTOWN CT EAST END CONSTITUTION AVE 110.00 126.00 91.00 0.00 0.00 0.00 0.00 0.00 NEWPORT CT NORTH END NEWPORT DR 195.00 456.00 267.00 53.00 0.00 0.00 0.00 0.00 NEWPORT DR CONSTITUTION AVE CONSTITUTION AVE 0.00 44.06 269.00 0.00 0.00 0.00 0.00 ().()(1 SCARBOROUGH DR EAST END CONSTITUTION AVE 0.00 0.00 182.00 0.00 0.00 0.00 0.00 0.00 SHEFFIELD CIRE VALLEY FORGE AVE SHEFFIELD CIRW 0.00 0.00 148.00 0.00 0.00 0.00 0.00 0.00 SHEFFIELD CIR W VALLEY FORGE AVE SHEFFIELD CIR E 0.00 0.00 266.00 0.00 0.00 6.00 0.00 0.01) WINDSOR CT I FAST END 1CONSTITUTION AVE. 0.00 0.00 253.00 0.00 1 0.00 0.0II 1 0.00 0.00 YORKTOWN AV'E CONSTITUTION AVE VALLEY FORGE AVE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 YORKTOWN CT YORKTOWN AVE SOUTH HE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 YORKTOWN DR YORKTOWN AVE JW DRAKE RD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - Unit Sub Total - - 305.00 854.00 1,476.00 53.00, 0A0_ 0.00 0.011 0:00 HULL ST include with Silrer lame Dr DR DUNDAR AVE SILVERPLUME. DR W SWALLOW RD 185.00 624.00 507.00 828.00 0.00 125.00 0.00 o.00 SILVERTON CT 7NORTHEND SILVERPLUME DR 30.00 84.00 85.00 0.00 0.00 0.00 0.00 0.00 TELLER CT W SWALLOW RD 0.00 0.00 86.00 0.00 U.00 0.00 0.00 0.00 TELLURIDE CT W SWALLOW RD 64.00 004.00 83.00 0.00 0.00 0.00 0.00 0.00 " '" ..' _. `_ U1in Sub ToiaP : .. 279.00 912.00 '' 761.00 _828.00 0:00 125,00. '" 0.00 '0.00' - SOUTHRIDGE AREA CACTUS CT SOUTHRIDGE GREENS WEST END 70.00 0.00 232.00 23.U0 UAO 0.UU U.00 U.OU EAGLE RIDGE CT SOUTHRIDGL GREENS EAGLE RIDGE CT 379.00 72.00 40.00 42.00 0.00 0.00 0.00 0.00 EAGLE RIDGE CT(2) NORTH END SOUTH END 0.00 0.00 296.00 0.00 0.00 0.00 6.00 0.011 FALCON RIDGE CT SOUTHRIDGE GREENS SOUTH END 159.00 234.00 86.00 40.00 0.00 O.()(1 0.00 ().O(1 FALCON RIDGE CT(2) NORTH END SOUTH END 0.00 0.00 30.00 0.00 UAU 0.00 0.00 0.00 FRONT NINE DR SOUTHRIDGE GREENS SOUTH END 0.00 0.00 226.00 0.00 0.00 107.00 0.00 0.00 HUMMEL LN FROM' NINE DR SOU'I'HRIUGE GREENS 48.00 0.00 1,220.00 38.00 0.00 0.00 0.00 0.00 SOUTIIRIDGE GREENS CACTUS C'T ,TRILBY RD 0.00 0.00 529.00 I LW 0.00 41.00 0.00 0.00 Unit Sub Total ... ; • .:; ,.. ,-' „ } 656.00 - 306.00 .: 2,659AU: `' 1" .UU' '•0 UO ^ • 1148.00' ' `b 00. S1 ETSON CREEK AREA CLEAR CREEK LN MADISON CREEK DR SWEETW'ATL'R CREEK UR 72.00 1 0.00 45.00 0.00 0.00 O.OU 0.00 0.00 KEYSTONE CREEK CT STETSON CREEK DR SOUTH END 28.00 0.00 276.00 0.00 0.00 7.00 0.00 0.00 MADISON CREEK DR STETSON CREEK DR CLEAR CREEK LN 115.00 0.00 20.00 20.00 0.00 15.00 0.00 0.00 MINERS CREEK CT STETSON CREEK DR SOUTH END 0.00 UAU 52.00 0.00 0.00 0.00 0.00 0.00 STETSON CREEK DR S TIMBERLINERD KEYSTONE CREEK CT 11.00 336.00 107.00 0.00 0.00 334.00 0.00 0.00 STILLWATER CREEK CT STILLWATER CREEK DR WEST END 161.31 0.00 43.00 45.00 0.00 0.00 0,00 0.00 STILLWATER CREEK DR STETSON CREEK DR CLEAR CREEK LN 21.00 0.00 225.00 0.00 0.00 0.00 0.00 0.00 SWEETWATER CREEK DR EAST END WEST END U.UU 0.UU 36.00 12.00 O.OU 0.00 0.00 0.UU TRAPPERS CRL'L'K CT STETSON CREEK DR SOUTH ENU 0.00 0.00 154.00 0.00 U.00 0.00 0.00 "0 ...Unit Sub Total ` -' -.. ,."..'. , 308:31 .. ' - - 336.00 • : .958.00 77.011. ; 0.00 -,356.00 .: 0.(Itl - .'. 0.011' 4of11 Q ® � 8 =. = = m = = = = m = m m m SECTION 2500 QUANTITY ESTIMATE ' - - STREET .; ,.... " `%•- _ FROM ,.. ,.. :., , ,,. ' _;" TO .. 608.11. - -60812 608.13 '608.14 `' 608.15 608.16, 608.18 ' 608.19 Hollywood . w/ 611 Walk R&R Hnll wood Y \SW "R&R Highba�k NSW= R&'R Pedestrian � d�OGssRamp� t R&R 'r edcstriao ' � AccessRamp,, HigAback R&R Truncated Uuinc ,lpncls' ,(2''x . 2') � 6" Flatwnrk ,. A&R r� Replace Flatw0rk.I" Add.Depth Units LF s. SF' '._SF SF i SF�:' SF S LEMAY AVE JEMULBURRY ST I E HORSLTOOTH RD1 987.00 0.00 0.00 2,137.00 0.00 223.00 7,I62.00 0.00 •'. .,< .. .'_ _: i :: s.Unit Sub Total _..» ..< ;. ., ,; _.. _. .,... -. ..� ...: .. .....: _ .... n., ,. .:':- ,-. PENNOCK ST ,. ..'i987A0 :_•' _ '.. ,0.00_. '(I:011 ., ,. 2,137.00e :,r.-0.60 23.00 PENNOCK ST LEMAY AV I EAST END 0.UU 0.00 0.UU I IG.UU 8.00 0.00 300.00 O.OU i`-•Unit Sub Total -- - , - - WESTHORESE �r _',$0.00 " - S0.00� -- 50.00 ''. $116.1). 58.00 - S0.00 $300.00 " $0.UU - W I IORSFTOOTI I RD IS SHIELDS ST S TAFT 1111.1. RD 0.00 0.00 0.00444.00 0.00 32.00 • 2.084.00 0.00 ..,... .. -„ .. -:.,_: _-r , „: ,:. • »'..-..Unit Sub,Total. .: _: .-- . - -..:' ,., 0 00� .�. �. - U.UO?., _ _ ' e f 6.DD .: .;:': 444 UO .; � . t,*:0:00 �'.. .: �32.O0 ' �•,,', ; 2;U84AU „ -s 0 lIU'. ` S MASON ST IV HARMONY RD I S C0LL[GL AVL O.OII 0.00 O.00 322.00 0.00 22.0U 800.00 0.UU LEXINGTON GREEN' AREA Unit Sub Total.-0.00. CONCORD DR CONSTITUTION AVE ICONSTITUTION AVE 802.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 GERMANTOWN CT EAST END CONSTITUTION AVE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 NEWPORT CT NORTH END NEWPORT DR 0.00 0.00 0.00 212.00 owoO 16.00 0.00 0.00 NEWPORT DR CONSTITUTION AVE CONSTITUTION AVE 153.00 29.00 0.00 116.00 0.00 B.00 0.00 0.00 SCARBOROUGH DR EAST END CONSTITUTION AVE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SHEFFIELD CIR E VALLEY FORGE AVE SHEFFIELD CIR W 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SHEFFIELD CIR W VALLEY FORGE AVE SHEFFIELD CIR E 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WINDSOR CT FAST END CONSTITUTION AVE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 YORKTOWN AVE CONSTITUTION AVE IVALLEY FORGE AVE 1,187.00 0.00 0.00 0.00 0.00 11.00 0.00 0.00 YORKTOWN CT YORKTOWN AVE SOUTH END 131.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 YORKTOWN DR YORKTOWN AVEW DRAKE RD 77.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Unit Sub Total - -;- - . ;._ -. .. - -'. -'- ' '.- , 2.350.00 29.00 ' 0.00'' - 328.00. • ._ ,; (1.00 - 24.0U, . �. 0.00 - 0.110 ` HULL ST (include with Sikerlumc Dr) SILVERPLUME DR IDUNBARAVE .'' ;t„ �.,;,',,_�.•" * ,,,,! { ;��z i -.`� ,,s, ;;".G ,_{�, "•"a SILVERPLUME DR IIULL ST W SWALLOW RD 0.00 0.00 (1,00 220.003� 0.00 16.00� 2,482.00 - 0.00 SILVERTON CT EASTEND SILVERPLUME DR 0.00 0.00 0.00 28.00 0.00 O.OU 0.00 0.UU TELLER CT NORTH END W SWALLOW RD 0400 0.00 0.00 0-(10 0.00 0.00 0.00 0.01) TELLURIDE CT NORTH END W SWALLOW RD 0.00 0.00 0.00 56.00 U.OU 0.00 0.00 0.U0 . - SOUTHRIDGE AREA Unit Su6Total -... � -_ _ `. .. ` 000;,_ 0.00 304.OQ 0.00 •• I6.00 .- -2,482.00, '_ .. •O.00','_ CACTUS CT SOUTHRIDGE GREENS WEST END 0.00 0.00 0.00 92.00 0.UUF B.UU 0.00 0.00 EAGLE RIDGE' CT SOUTHRIDGE GRL'ENS EAGLE RIDGE CT 0.00 0.00 0.00 168.00 0.006.00 0.00 0.00 EAGLE RIDGE CT(2) NORTH END SOUTH END 0.00 0.00 0.00 0.00 (MA)0.00 0.00 0.00 FALCON RIDGE CT SOUTi[RIDGE GRF,F.NS SOUTH END 0.00 Od10 0400 136.00 (MA)8.00 0.00 0.00 FALCON RIDGE CT12) NORTH END SOUTH END 0.00 QUO 0.00 0.00 OutILOU U.011 0400 FRONT NINE' DR SOUTHRIDGE GREENS SOUTH END 0.00 0.00 0.00 180.00 0.000,00 0.00 0.00 HUMMEL LN FROM' NINE DR - SOUTHRIDGE GREENS 0.00 0.00 0.00 408.00 0.002.00 0.00 0.00 SUUTIIRID(iF. GREENS CACTUS CT F. TRILBY RD 0.UU 0.UU 0.UU 229.IIO U.OU8.(IU 179.U0 QU(1 STETSON CREEKARFA -Unit Sub Total _'. -' - .: `. - .....;: _ - '-U.00 - _ U.00 O.UU .-1;213.00-- O:OOU2A0 179.110 ` Q01): , CLEAR CREEK LN MADISON CREEK DR SWEETWATER CREEK DR 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 KEYSTONE CREEK CT STETSON CREEK DR SOUTH END 0.00 0.00 O.OU 0.00 0.00 O.OU 105.00 0.00 MADISON CREEK DR STETSON CREEK DR CLEAR CREEK LN 0,00 0.00 0.00 100.00 0.00 10.00 56.00 0.(10 MINERS CREEK CT STETSON CREEK DR SOUTH END 0.00 0.00 0.00 0.00 0.00 O.UU (Wo 04(10 STETSON CREEK DR S TIMBERLINERD KEYSTONE CREEK CT 0.00 0.00 0.00 90.00 0.00 8.00 1.154400 0.00 STILLWATER CREEK CT STILLWATER CREEK DR WEST END 0.00 0.00 0.00 199.00 0.00 16.00 0.00 0400 STILLWATER CREEK DR STETSON CREEK DR CLEAR CREEK LN 0.00 0-00 0.00 (MOl) 0.04) 0.00 0.00 0.00 SWEETWATER CREEK DR EAST END WEST END 0.00 U.00 0.00 25.00 0.00 8.00 0.011 11.011 TRAPPERS CIiEEK CT STETSON CREEK DR SOUTH END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .,. - .� , .. .. ..-. .. _. ; .. .„ - . -r, .. :. . -.-. 000' -- 'OOU .. 0.110 ,..., 414.(10 ::" � �'� ,. 0.00., :. - 42.00 +.'...., :._ 1,315.00 '� - �0.00 5of11 SECTION 2500 QUANTITY ESTIMATE • - STREET .. _ •. :: = -.- ;. - - FROM _ TO ;.. ,.. - 608.20 608:21- 608.22 ' _ 608.23- '. 608.24 ' - 608.26 608.25 Colore 'Coucret• (4') S D Bul'1' Concrete 4 Valley Pan n Paving 8" '6" Depth'R&R R&R , .:'' Iles `* ' Approach 8" R&R' Expansion &. - ` Caulking Exposed - , sC Aggregate Up-Chargc 4" Splashblock Units - SF, SF '_ SF SF LF SF SF REPRO.00 S LEMAY AVE E MULBERRY ST L' HORSL'TOOTH RD 120.00 0.00 0.00 196.00 0.00 0.00 Unit Sub Total ;' . . ` ' • (. . '- _ 0.00 - 120.00 '•i. ,- • ..; 0:00 1" (1.00 :196.00_ :',b.0(1 �0:0t) PENNOCK ST PENNOCK ST LEMAY AV EAST END 0.00 U.UU U.00 O.UO 24.00 0.00 O.UU Unit Sub Total; rr $0.00 - $0.00 50.00: _ $0.00 - _ 524.00 $0.00 - 50.00 W IIURSF.TOOTH RD IS SHIELDS ST IS TAFT MILL RD I 0.(10 I o.00 0.(10 (L(1(1 50.00 0.(1(1 (LDU • .. „ ' „.' .. '• '.::. ..Unit Sub Tutal',._ .. .,.,., . „ _... ,c 0.00.;-:.` .. 0.(10 s...: .. , 0.00 , ' T U 00 , .:.:.. ' S0.00" . `. •:;. 0.00 6.0U S MASON ST W HARMONY RD IS COLLEGE AVE 0.00 0.00 0.00 0.00 34,2U U.UO 0.00 - -' Unit Sub Total - _ - 0.00 0.00 OAO (1.011 ' _ 34.IIU O.00 0.00 . CONCORD DR CONSTITUTION AVE CONSTITUTION AVE 0.00 1 0 0.00 O.OU 0.00 0.00 0.00 GERMANTOWN CT EAST END CONSTITUTION AVE 0.00 0.00 0.00 0.00 0.00 0.00 0.00 NEWPORT CT NORTH END NEWPORT DR 0.00 0.00 0.00 0.00 28.00 0.00 0.00 NEWPORT DR CONSTITUTION AVE CONSTITUTION AVE. 0.00 0.00 0.00 0.00 33.00 0.00 0.00 SCARBOROUGH DR EAST END CONSTITUTION AVE 0.00 0.00 0.00 0.00 7.00 0.00 0.00 SHEFFIELD CIR L' VALLEY FORGE AVE SHEFFIELD CIR W 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SHEFFIELD CIR W VALLEY FORGE AVE SHEFFIELD CIR E 0.00 0.00 0L00 0.00 0.00 0.00 0.00 WINDSOR CT FAST END 1CONSTITUTION AVE 0.00 0.00 0.00 0.011 1 28.00 0.00 0.00 YORKTOWN AVE CONSTITUTION AVE IVALLEY FORGE AVE 0.00 (1.W 0.00 (1.00 0.00 0.00 0.00 YORKTOWN CT YORKTOWN AVE SOUTH END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 YORKTOWN DR YORKTOWN AVE W DRAKE RD 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 Unit Sub Total. ._, _; _ - _. .' 0.00 0.00_. 0.00 "- 0.00 _ 96.00 .: 0,00 _..-.0.00 HULL ST include with Silrer lame Dr) SILVERPLUME DR DUNDAR AVE c'ms4':: ,„°'' '7;".'�t?Ai".':: c•.' ` -ram'... '' '.",'`'n"?a, ✓. fig: SILVERPLUME DR IIULL ST W SWALLOW RD 0.00 0.00 0.00 0.00 21.400 00.00 0.0(1 SILVL'RTON CT EAST END SILVERPLUME DR 0.00 0.00 0.00 0.00 0.00 0.00 TELLER CT NORTH END W SWALLOW RD 0.00 0.00 0,00 0.00 (Loll 0.00 TELLURIDE CT NORTH END W SWALLOW RD 0.00 0.00 U.00 0.00 U.OU 0.00 .... Unit Sub Total, •: ,. .:."' 0.00 0.00; -U:00 0.00 '0.00,000 CACTUS CT SOUTHRIDGE GREENS WEST END 0.00 0.00 0.00 0.00 0.UO 0.00 L'AGLL' RIDGE•' CT SOUTHRIDGEGREENS EAGLE RIDGE CT 0.00 0.00 0.00 0.00 21.00 0.00 0.00 EAGLE RIDGE CT(2) NORTH END SOUTH END 0.00 0.00 0.00 0.00 21.00 0.00 0.00 FALCON RIDGE CT SOUTHRIDGE GREENS SOUTII END 0.00 0.00 0.00 0.00 21.00 UAU U.OU FALCON RIDGE CT(2) NORTH END SOUTH END 0.00 0.00 0.00 I1.U0 0.00 0.00 0.00 FRONT NINE DR SOUTHRIDGE GREENS SOUTH END 0.00 0.00 0.00 0400 31.00 0.00 0.00 HUMMEL LN FRONT NINE Dit SOU'I'HRIDGE GREENS 0.00 0.00 0.00 0.00 56.00 0.00 0.00 SOUTIIRIDGF. GREENS CACTUS C'T F. TRILBY RD 0L00 0.00 0.00 0.00 36400 UAU 0400 Unit Sub Total - _ .. 0.00 _ I1.00 0.00 - 0.00 _ 207.00 ' UAU .0.00 !STETSON CRE'EKARFA CLEAR CREEK LN MADISON CREEK DR SWEETWATER CREEK DR 0.00 0.00 0.00 0.00 7.00 0.00 0.00 KEYSTONE CREEK CT STETSON CREEK DR SOUTH END 0.00 0.00 0.00 0.00 14.00 0.00 0.00 MADISON CREEK DR STETSON CREEK DR CLEAR CREEK LN 0.00 0.00 0.00 0.00 21.00 0.00 0.00 MINERS CREEK CT STETSON CREEK DR SOUTH END 0.00 0.00 0.00 0.00 14.00 U.OU 0.00 STETSON CREEK DR S TIMBERLINE RD KEYSTONE CREEK CT 0.00 0.00 0.00 0.00 15.00 0.00 0.00 STILLWATER CREEK CT STILLWATER CREEK DR WEST END 0.00 0.00 0.00 0.00 30.00 0.00 0.00 STILLWATER CREEK DR STETSON CREEK DR CLEAR CREEK LN 0.00 0.00 0.00 0400 7.00 0.00 0.00 SWEETWATER CREEK DR EAST END WEST END 0.00 O.OU U.UO O.OU 14.(10 2 O,OU TRAPPL'RS CREL'K CT STETSON CREEK DR SOUTH ENU 0.00 0.00 0.00 O.OU 0.00 l2 0.00 0.00 - - -. Unit Sub Total- ,... - 0.00 0.00.... '0.00 ... 0.00 1 122`00 0.000.00. 6of11 e e m m SECTION 2500 QUANTITY ESTIMATE ' a 4 y `--,^ v.<` .. ,F.;;.-'.-.. - • � �..k,STREET ems.. x t ...... ,x;* _<:,. t,� it a FW ...;:, �.•..;;�,rxa y-:�e FROM , .:� -r, ,..;� a ,.F-.,, p i e°" '=Units + r� ,'«,>,F._hnz«_, �. .-fir TO ;..; ",„,;, Y I- �- ;;>w -( �'• .202 Ol 202 02304 07 ti 403 50 ' (604 01 " _ 3''=� 604 02 604.03 ( 604.05 ` s s;.�.,.Saw�uthng �� -.;Sawcut 4 -: i +�- [' a •.' {, Addrttonal �: 1• �u R Inch Depth :.k. a 3 • A re ete Base Sg S r ,, :< =l era : Pa[chin P , g _ T eR":Iniet,4'.;ReconT SP_ „ ' .rRemove 8c - Replace .�:: c�R yP . 'Aniet Deck : Opening �' Ruun 7yp�R Curd InletU«k Add 1 Opeomg .nkRiconlnlett �Ueck = CstcA' Barra EA, AMBER CT DELANY DR jEAST END 1 0.00 1 0.O0 32.41 10.37 0.00 0.00 0.00 (MA) ANGELO CT WEST END WILMINGTON DR (LOB OAO 0.00 0.00 0.00 0.00 0.00 0.00 ANGELO DR WILMINGTON DR S TIMBERLINE RD 0.00 0.00 8.36 3,04 0.00 0.00 0.00 0.00 ANTERO CT WEST END WILMINGTON DR 0.00 0.00 0.66 0.26 0.00 0,00 0.00 0.00 DAKOTA CT WEST END ANGELO DR 0.00 0.00 4.69 1.71 0.00 0.00 0.00 0.00 DAKOTA DR JAMISON DR DAKOTA Cf 0.00 0.00 23.17 9.15 0.00 0.00 0.00 0.00 DELANY DR NORTH END ANGELO DR 0.00 0.00 56.25 13.73 0.00 0.00 0.00 0.00 JAMISON CT WEST END WILMINGTON DR 0.00 0.00 11.22 4406 0.00 0.00 0.00 0.00 JAMISON DR WILMINGTON DR DELANY DR 0.00 0.00 27.79 11.75 0.00 0.00 0.00 0.00 ROCKPORT CT DELANY DR EAST END 0.00 0.00 22.88 4.68 0.00 0.00 0.00 0.00 ROSEMARY CT END \VILMINGT'ON DR 0.00 03)0 7.70 2 01 0 00 (1 00 0.00 0.00 SKYF. CT DELANY DR EAST END 0.00 0.00 42.97 13.54 0.00 0.00 0.00 0.00 TERRACE CT WEST END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TIM13ERWOOD DR DFLANY DR JS TIMBERLINE RD 0.00 0.00 1.25 0.47 0.00 0.00 1 0.00 1 0.00 THYME CT DFLANY DR BATTLECRFFK DR 0.00 0.00 8.21 2.23 0,00 0.00 0.00 0.00 UNITY CT WEST ENU DAKOTA DR O.00 U.OU 6.38 2.33 OA0 0.0(1 0.00 0.00 WILMINGTON DR DELANY DR 1BATTLECREEK DR 0.00 0.00 51.85 14.77 0.00 0.00 0.00 0.00 TIMBER CREEK „-:Unil`Sub Total . _,`. .r..r,. :,., -,.�:.. ..J. 000 '.�" , ,,.t 'r 0.00_"?�• .%"-�3. .. U5.80 -- s', ,. 94.IOaPOi00- �;v' :O:pO.'" COPPER CREEK DR STILLWATER CREEK DR ISTETSON CREEK CT 1 0.00 0.00 59.40 1.54 0.00 U.UO 0.1)0 0.00 COAL CREEK CT MINERS CREEK CT END 0.00 0.00 0.00 0.00 OAO 0.00 0.00 0.00 DALLAS CREEK CT WEST END EAST END 6.00 0.00 1 L88 3.46 0.00 0.00 0.00 0.00 MADISON CREEK DR END STETSON CREEK DR 0.00 0.00 Ci 82 0.90 0.00 Il OU 0.00 0400 MINI7RS CREEK CT NURTI I END SOUTH END 0.00 0.00 0.73 0.30 0.00 0.00 0.00 0.00 . PHANTOM CREEK CT STETSON CREEK DR END 0.00 0.00 - 1.47 0.56 0.00 0.00 0.00 U.00 PINE NEEDLE CT EAST END WEST END 0.00 0.00 2.05 0.77 0.00 0.00 0.00 OAO POLE PINE LN END SMALLWOOD CT 0.00 0.00 32.93 1 I.93 0.00 0.00 0.00 0.00 RIDGE CREEK RD SNOW MESA DR SAWHILL DR 0.00 omo 0.88 0.34 0.00 0.00 0400 0.00 ROCK CREEK DR END COUNTRY SQUIRE WAY 0.00 0.00 22.29 5.05 0.00 0A0 0.00 0.00 SAWHILL DR NORTH END SOUTH END 12.00 0.(lU 45.113 15.79 0.00 0.00 0.110 0.00SMALLWOOD CT TIMBER CREEK DR NORTH END 0.00 0.00 8.80 2.89 0.00 0.00 0.00 0.00 SMALLWOOD DR WHITEWOOD DR TIMBER CREEK DR 0.00 0.00 35.57 11.51 0.00 0.00 0.110 0.00 SNOW MESA CT END SNOW MESA DR 0.00 0.00 0.88 0.34 0400 0.00 0.00 0.00 SNOW MESA DR SNOW MESA CT TIMBF.RWOOD DR 0.00 0.00 25.59 11.08 0.00 0.00 0.00 0.00STETSON CREEK CT STETSON CREEK UR N END 0.00 0.00 33,00 0.92 0.00 0.00 0.00 0.00 STETSON CREEK DR KEYSTONE CREEK CT ROCK CREEK DR 0.00 0.00 10.93 0.92 0.00 0.00 0400 0.00 STILL WATER CREEK DR COPPER CREEK DR STETSON CREEK DR 0.00 0.00 19.58 1.80 0400 0.00 0.00 0.00 TIMBER CREEK CT END TIMBER CREEK DR 6.00 0.00 6.60 2.88 0.00 0.00 0.00 0.00 TIMBER CREEK DR S TIMBERLINE RD ROCK CREEK DR 0.00 0.00 61.16 2.69 0.00 0.00 0.00 0.00 TRAPPERS CREEK CT L'NU STETSON CREEK DR 0.00 0.00 2.13 0.79 0.00 0.011 0.00 0.00 WHITEWOOD CT JEND 1WHITEWOOD DR 1 0.00 0.00 0.73 0.30 0.00 0.00 '0.00 0.00 WHITEWOOD DR ITIMBER CREEK DR ISMALLWOOD DR 0.(10 (1.0(1 1 10.85 5.21 0.00 0.00 0400 0.00 .-. - ..: a -`Ural Sufi Total - -, THUNDERBIRD HER' HTS - ram., �:.>.. ." �_. ..- ,. �-2400 _ = 0.00 :':';, -;'3993U 81.97 -- �=.; O.OU, 'Oa10-`' :-11:00 _ � 000' DEL CLAIR RD FRONTAGE RD R .VMGTON ST 0.00 0.00 51.08 1 13.81 0.00 0.00 0.00 0.00 E THUNDERBIRD DR S COLLEGE AVE HARVARD ST 0.00 0.00 17.09 5.78 0.00 0.00 0.00 0.00 HARVARD ST E DRAKE RD S COLLEGE AVE 0.00 0.00 73.92 24.35 0.00 0.00 0400 0.00 SL' COLLEGE FI'GL' RD HARVARD ST DEL CLAIR RD ;"'a` :.;Unit Sut;ToWI . - 0.00 0.00 21.71 ac'',=164 39 '1, H 8.71 x 52:65 i-='' "., 0.00 ',•0:00 0.00 =U'UO=-1).00� 0.00 0.00 ';U.UO , DOWNTOWN PROJECT ,. _.- P' "� `t%• `Uni6SabTo[al .. "" - - 300bOO '>r3U0 UO �; 600mo - .UO�, 600 335.00 n335 00 24.62 ="*� 24.G2 ,� 0.00 ;�'�`.U:UO 0.1111 =� b UU 0.00 0.00 6.00--, ' 7of11 z_�..t. a -green that no chancTer d? o1.,. „) e _dt.v:�rf .i i <� e ms..i 1t i C;iww. ;si^it—does rIST�i ?1C heZ3Y n^notice Ct sut2. iiaf , Y Levs-. t 0 t_mEe,at e— at_.on or ..addit'ioP '.0 the t0- ' � C.'r, 4'v _ ms c: s � ,- c e iE e RC r 1 JED FURTHER, that no .: L n. a I Sb e e e t C, OW'NE o and Iho,' .t TRACTOR .shall a1_ midge tie night of any I-reT1fi.�i« v hc r e t..>;e_.r wt:a3 e c,_a -.r,t Shay be, � it'a` i is c : 'F:C)VT'?D, FURTHER., that the .S'u-ret:.j Conar,any tl,:..... be s"3.uth I;izeca to bt:i.:z_.,ess In the St -ate of Co.lara:lo arv—J be acceptable to thi a O'NY 1.}:'.I . IN >1 TtES. S. WI1?Er-, OF, t-h1.s. . 13CC?rite,-.., each oz'je of which 3ffa.1 i. be dee_[ied an orialinal , th'is24tha oMa�_ ._.�. 2010 DES ZP NCu OF::, Principal Vogel Conc ete Inc. .__. W` ^rpora ,e Seal) v y a, R SEPvC. E'. OF, . ......... w _,. - F ,:? (Title) RA 6330 S. College Ave. LORP..0 Fort Collins 90 80525 • �•� Other Partners �I� C% �•'........•' 0; OFiA►% By By, sure tv Contractors Bonding and Insurance Company By 5300,DTC ]sway, Suite 490 By: Greenwood illacfe,_CO 80111 _." _ ...__ ..... _. a" r E' ,Ate fond must not be prior to date of Agreement. - cot C{ 4CTaR is Partnership, all partners should execute. Bond. d ,g,�g`;O� = fit WASH�y�' SECTION 2500 QUANTITY ESTIMATE w ,c * .�'. a „• '; ;. ., - .Y *g`G p� f .,«�,�rt'(�x . , . :. s.31 ., ,. �• .. ,.. - :, a-.= '". ,.w; .,,..« . STREET ! , .;; ' 4;.: ! c;.: ) 'r; *1, Y .'. x „ - x -4FROM� • -. .. .,;. .,., «-•' c„ � •_.> •... 3 f - .» • .� r ° ,-TO ', �s* .,� ::': .,. a,�. 3,., °, v r r ,. ' 604 06 fi' 6U4 07 604 OS 604 10 604 11 604 12 ; 608 01 ^ 608.02.' 3 �"�.'' t -*K t x "' °' ,.i+ ��. _;' x,. -mow 12ewn MudiBcdSidewalk.. ,: Ueck;Catcb ,; Curb. inlet ::4ar ;,sz�-- Cup�rtte Sidewalk .,�Fs,.'a•".az .,.>r+ z, ,-. .* ae'::T cj1Curb r ; wms r•r, Basin Add. 1 a , s,Py=-, ' ,.<.rr• p,<`-.Cuh�rt :' .� ..�-.'r", Sr^`.r,'•'v«mn::.z�-rr -"ep ;-1V%Inlet Ueck3sr x a' - .; �` e.Openmg -: Replace rn d i .. ...;.4 a ,-..,•. -: ,'Additional .,, Cu Ivtrt 5/8 �I z Plate n&R X ;?' SF t 5/8" Platte �r;4�r r"< fi fir•`` RLmun Only "'�:Cuntrttt".'^. .{ a., , n:� 'i` �+eD'.r' -. t, Remuvs. a,'Fdl"s.'";. > '; j Umtc, 'taLF,_ . i` 3.. ',_EA ''. ,EAR%--: is •.EA _'` „.�,r.EA=6 i..::SF�_,"2^_. :3.''rSF.4k.=- 'wEA ll,%RMONY CROSSING AREA AMBER CT DELANY DR EAST END 0.00 0.00 1 0.00 0.011 0.00 11.0(1 0.(111 I1.0(1 ANGELO CT WEST END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ANGELO DR WILMINGTON DR S TIMBERLINE RD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ANTERO CT WEST END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 DAKOTA CT WEST END ANGELO DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DAKOTA DR JAMISON DR DAKOTA CT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0(1 DFLANY DR NORTI I END ANGELO DR 0.00 0.00 0.00 0.00 1.00 OMO 0.00 0.00 JAMISON CT WEST END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 JAMISON DR WILMINGTON DR DFLANY DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ROCKPORT CT DELANY DR EAST END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ROSEMARY CT END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0600 0.00 0.00 SKYE CT DELANY DR EAST END 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 TERRACE CT WEST END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TIM13FRWOOD DR DFLANY DR IS TIMBERLINE RD OAO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 THYME. CT DELANY DR JBATTLECREFK DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 UNITY CT WEST END IDAKOTA DR 0.00 O.OU 0.00 0.00 0.00 0.00 0.00 1 Q00 WILMINGTON DR DELANY DR BATTLECREEK DR 0.00 0.00 0.00 0.00 0.00 U.00 0.00 0.00 'aJnit Sub Total. ... ,:2, ',_,• - ,. 1 0.00 ^. 0`.00 ^. '.. ;' 0.00 ,:: 0.00 •2.00 . -O.OU 0.06 O.UU `. TIMBERCREEK COPPER CREEK DR STILLWATER CREEK DR STETSON CREEK CT 0.00 0,00 0.00 1 0.00 0.00 QOU O.W 0.00 COAL CREEK CT MINERS CREEK CT F.ND 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 DALLAS CREEK CT WEST END FAST END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MADISON CREEK DR END STETSON CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MINERS CREEK CT NORTH END SOUTH END 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 PHANTOM CREEK CT STETSON CREEK DR END 0.00 0.00 0.00 0.00 OAO 0.00 0.00 0.00 PINE NEEDLE CT EAST END WEST END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 POLE PINE LN END SMALLWOOD CT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RIDGE CREEK RD SNOW MESA DR SAWHILL DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ROCK CREEK DR END COUNTRY SQUIRE WAY 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SAWHILL DR NORTH END SOUTH END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SMALLWOOD CT TIMBER CREEK DR NORTH END 0.00 0.00 0.00 0.00 0.0U 0.00 0.01) 0.00 SMALLWOOD DR WHITEWOOD DR TIMBER CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SNOW MESA CT END SNOW MESA DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SNOW MESA DR SNOW MESA CT TIMBERWOOD DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 STETSON CREEK CT STETSON CREEK DR N END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 STETSON CREEK DR KEYSTONE CREEK CT ROCK CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 STILLWATER CREEK DR COPPER CREEK DR STETSON CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TIMBER CREEK CT END TIMBER CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TIMBER CREEK DR S TIMBERLINE RD ROCK CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TRAPPERS CREEK CT END STETSON CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 (1.00 ().O() WHITEWOOD CT JEND IWINTEWOOD DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WHITEWOOD DR ITIMBER CREEK DR ISMALLWOOD DR 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 1 0.00 Unit SubTolul .: ,,.: .� -_.. ,:..; U0U, !'', "':-.;QUO "O.00° 7 .'0.60 0.00_:.' OOU. `' 0.00 -0.00 THUNDERBIRD HEIGHTS DEL CLAIR RD FRONTAGE RD IRFMINGTON ST 0.00 0.00 0.00 0.0U 0.00 0.00 0.1t0 0.00 E THUNDERBIRD DR 1S COLLEGE AVE HARVA RI) ST 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 HARVARU ST E DRAKE RDS COLLL'GE AVE OAO 0.00 0.00 0.00 0.00 0.00 0.00 OA0 SE COLLEGE FI'GI: RD 1HARVARD ST[DEL CLAIR RD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ?'se�•p"xf.,'° - = UniCSub Told -`i"{000.. -t-r '.., ,.+^J."0.00� OOO.r,• ;:-000'; ,.,.. <'. ,a. ,%0.00 ;'.x .'a'i000 "T: .A.00 �zr_ 0":... DOWNTOWN PROJECT 0.00 0.00 0.00 0.00 0.00 QUO 0.00 0.00 100 00 0.0 00U, ; 0 00U" .' )0'' 8of11 0 0 0 0 0 0 0 0 0 0 o e o .1_I =� me e m M SECTION 2500 QUANTITY ESTIMATE - A. STREET r FROM _ TO 4 608.03 608 04 608 05 608 06 � 608 07 608.08= 9 '608 OH . �`608.IU - Aprim Rsmbve R11Replace Crusspan Remove�Be a UO w/ 6 � Walk UO ;NSW R&R > ' VC .eR,6 3Yalk R.&R� - v - VCNSW R&R - Medlun Curb ' R& R Burner Curb Units :'. ::: _ _ `;`_ SF��...F;: SR=� 'aLF LF' :'.. :..LF . LF `, .LF _ .LF AMBERCT IDELANYDR I EAST END 1 94.64 204.00 23.00 0.00 0.00 (LU0 0.00 0.00 ANGELO CT WEST END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 QUO 0.00 ANGELO DR WILMINGTON DR - S TIMBERLINERD 36.00 0.00 78.00 0.00 0.00 0.00 0.00 0.00 ANTERO CT WEST END WILMINGTON DR 0.00 0.00 9.00 0.00 0.00 0.00 0.00 0,00 DAKOTA CT WEST END ANGELO DR 0.00 0.00 64.00 0.00 0.00 0.00 0.00 0.00 DAKOTA DR JAMISON DR DAKOTA CT 24.00 20400 48.00 000 0.00 0.00 0.00 0.00 DELANY DR NORTII END ANGELO DR 101.47 204.00 60.00 0.00 0.00 83.00 0.00 0.00 JAMISON CT WEST END WILMINGTON DR 24.00 000 9900 0.00 0.00 30.00 0.00 0.00 JAMISON DR WILMINGTON DR DELANY DR 2T00 186.00 144.00 0.00 0.00 22.00 0.00 0.00 ROCKPORT CT DELANY DR EAST END 103.87 0.00 72.00 0.00 0.00 0.00 0.00 0.00 ROSEMARY CT END WILMINGTON DR 0.00 0.00 0.00 63.00 0.00 12.00 0.00 0.00 SKYE CT DELANY DR FAST END 147.87 204.00 89.00 0.00 0.00 0.00 0.00 0.00 TERRACECT WL'ST ENU WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 TIMRF.RWOOD DR DELANY DR IS TIMBERLINE RD 10.011 (1.00 0.00 O.UO 0.00 7.00 0.00 0.00 THYME CT DELANY DR BATTLECREF.K DR 0.00 54.00 0.00 10.00 0.00 0.00 0.00 000 UNITY CT IWEST END JDAKOTA DR 0.O(1 O.00 87.00 0.00 0.00 0.00 0.00 0.00 WILMINGTON DR IDELANY DR JBATTLECRFEK DR 79.00 276.00 84.00 0.00 000 71.00 0.00 0.00 _.."- a _ ._ _�. . •. :. .. ..-_ . ._ TINIBER CREEK -. .. _,�: Unit. Sub Total .:...�._; '647.85 33�:00 r 1-, - �;-857.00• :. . 7300. 225 COPPER CREEK DR STILLWATER CREEK DR ISTETSON CREEK CT 10.00 0.00 0.00 0.00 0,00 5700 0.00 0.00 COAL CREEK CT MINERS CREEK CT F.ND 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 DALLAS CREEK CT WEST END EAST END - 15.00 0.00 115.00 0.00 0.00 0.00 0.00 0.00 MAUISON CREEK DR END STETSON CREEK UR 0.00 O.00 33.00 0.00 0.00 (L(a) 0.00 0.00 MINERS CREEK CT NORTH END SOUTH END 0.00 0.00 10.00 0.00 0.00 0.00 0.00 0.00 PHANTOM CREEK CT STETSON CREEK DR END 000 0.00 20.00 0.00 0.00 0.00 0.00 0.00 PINE NEEDLE CT EAST END WEST END 0.00 000 28.00 (1.00 (L(A) 0.00 0.00 0.00 POLE PINE. LN END SMALLWOOD CT 87.06 204.00 90.00 0.00 0.00 0.00 0.00 0.00 RIDGE CREEK RD SNOW MESA DR SAWHILL DR 0.00 0.00 1200 0.00 0.00 0.00 0.00 0.00 ROCK CREEK DR END COUNTRY SQUIRE. WAY 0.00 0.00 118.00 0.00 25.00 4700 0.00 0.00 SAWHILL DR NORTH END SOUTH END 170,00 258.00 19.00 63.00 0.00 000 0.00 000 SMALLWOOD CT TIMBER CREEK DR NORTH END 18.00 000 90.00 0.00 0.00 0.00 0.00 0.00 SMALLWOOD DR WHITEWOOD DR TIMBER CREEK DR 103.44 204.00 58.00 0.00 0,00 000 (Loo 0.00 SNOW MESA CT END SNOW MESA DR 0.00 0.00 12.00 0.00 0.00 0.00 (100 0.00 SNOW MESA DR SNOW MESA CT TIMBERWOOD DR 102.00 204.00 43.00 0.00 0.00 0.00_ 000 0.00 STETSON CREEK CT STETSON CREEK DR N END 0.00 0.00 000 0.00 0.00 34.00 000 0.00 STETSON CREEK DR KEYSTONE CREEK CT ROCK CREEK DR 000 0.00 0.00 0.00 0.00 34.00 0.00 0.00 STILLWATER CREEK DR COPPER CREEK DR STETSON CREEK DR 0.00 0.00 0.00 0.00 0.00 67.00 0.00 0.00 TIMBER CREEK CT END TIMBER CREEK DR 4200 4800 000 0.00 0.00 O.UU 0.00 0.00 TIMBER CREEK DR S TIMBERLINE RD ROCK CREEK DR 26.00 0.00 0.00 0.00 0.00 1 75.00 0.00 0.00 TRAPPERS CREEK CT 1LND STETSON CREEK DR 0.00 0.00 29.00 0.00 0.00 0.00 0.00 0.0(I WHITEWOOD CT END VIIITEWOOD DR 0.00 0.00 IOOU 0.00 000 0.00 0.00 0.0O WHITEWOOD DR ITIMBER CREEK DR SMALLWOOD DR 0.00 138.00 10.00 0.00 000 0.00 0.00 0.00 • .., _• :- ,'c'x:`,Unit Sub Total""­­..'�', ,.: 't THUNDERBIRD DEL CLAIR RD jFRONTAGE RD RF.T NGTON ST -:563.50� • '% 250.81 "1,056',00 1 144.00 ,-;697 00=', ':: 1 0.00 63 UO `e� 1 0.00 ,2S 00-, _ 1QOO1 314.00;1' . 77.00 "0.00 U00 ,^. O.OU " 0.00 E THUNDERBIRD DR 1S COLLEGE AVE HARVARD ST 4800 32.00 (),(to 0.00 000 0.00 0.00) 0.00 HARVARD ST E DRAKE RD S COLLEGE AVE 120.64 ISO.00 0.00 0.00 IO.00 154.00 0.00 0.00 SE COLLEGE FI'GE RU 1HARVARD ST IDEL CLAIR RD Unit SubTotal - - CID PROJECT 0.00 `:419.44 .,"^�, 162.00 "518:00 _ 0.00 �.;k0 00 0.00 ` 0:00 �" 65.00 ;a75 UQ '_; .• 45.00 , 276.00 0.00 0.00 DOWNTOWN PROJECT 0.00 0.00 0.00 U.00 0.00 750.00 U.OU 0.0 .. ._ `.Unit Sub Total '', - '.':: - - ' � . -- ; ' 'Q00 ; - - -0.00: .. 0.00 '. - .' 000 ,•� � _ ": - 0.00' �.: - 750.00. :.. 0.00. � r-- . 0.00 9Df11 SECTION 2500 QUANTITY ESTIMATE ... ,.,.:,.�, - �, -., -� � ..* .& a, STREET - `::•. ,r. ;-:. �'. +y r't _4, s M• ,. ,• - - _ ..FROM - r. x ,_. `: ...w ,;. ..,.+., .£ -.' •>. . - - •-. " . , .TO ,r .. �.,,, :.: Y•; _�, � kt 608.11 `= 608.12 608.13 608.14 == 6U8 IS 608.16 ' 608 18 608.19 -. Hullywuud ':yw/ ..> as ..,.,,ra.,•� Y6q.Wa1kR`& £.`RRi *R•� tiA xr -Flallywuud +-,-�Mm»,„T v NS}W It&!t 'bus v. -fi�ghback _ <tr NSW�R&R °Yi. ��T"4�X M` Pcdcstrfan Pedestrian .., .; s, ' 9 ,wr-, x Access Ramp r Ac�i» Ramp R&R� Hlghbaa.kR&R °nb. "�'d � +•e.J.-.a`c3�'�S .'S�e5 L i Truncated DUltll. ) ;,.."...� I'anU� (2. x 2t) C ^� 6 Nlahvurk' ",r :. KR ' . e�[ P -me lace : - rp ; Flatwurk 1", Add Dep-th '. 'E i _; Units -._.. HARMONY CROSSING AREA AMBER CT DELANY DR LAST END 0.00 0.00 0.00 112.00 0.00 1 10 0.00 0.00 ANGELO CT WEST END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ANGELO DR WILMINGTON DR S TIMBERLINE RD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ANTERO CT WEST END WILMINGTON DR 0.00 0.)0 0.00 0.00 0.00 0.00 0.00 0.00 DAKOTA CT WEST END ANGELO DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DAKOTA DR JAMISON DR DAKOTA CT 0.00 0.00 0.00 40.00 0.00 0.00 0.00 0.00 DELANY DR NORTH END ANGELO DR 0.00 0.00 0.00 162.00 0.00 16.00 105.00 210.00 JAMISON CT WEST END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 JAMISON DR WILMINGTON DR DELANY DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ROCKPORT CT DELANY DR EAST END 0.00 0.00 0.00 128.00 0.00 8.00 0.00 0.00 ROSEMARY CT END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 SKYE CT DELANY DR EAST END 0.00 0.00 0.00 136.00 0.00 8.00 0.00 0.00 TERRACE CT WEST END WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TIM13ERWOOD DR DELANY DR IS TIMBERLINE RD 0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00 THYME CT DELANY DR IBATTLFCREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 48.00 0,00 UNITY CT WEST END DAKOTA DR 0.00 0.00 0.00 (1.00 0.00 0.00 0.00 0.00 WILMINGTON DR DELANY DR BATTLFCREEK DR 0.00 0.00 0.00 32.00 0.00 0.00 165.00 1 0.00 _. Unit Sub Total , ' :0.00 A.00 ' 0.00 610.00 . 0.60 40.00 - 348.00. ,' 210.00 COPPER CREEK DR STILLWATER CREEK DR S-11: SON CREEK CT 0.00 0.00 0.00 0.00 0.00 0.00 753.00 0.0U COAL CRI7EK CT MINERS CREEK CT END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DALLAS CREEK CT WEST END FAST END 0.00 0.00 0.00 0.00 0.00 0.00 32.00 0.00 MADISON CREEK DR END STETSON CREEK DR 0.00 0.00 ().(to 0.00 0.00 0.00 60.00 0.01) MINERS CREEK CT NORTH END SOUTH END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHANTOM CREEK CT STETSON CREEK DR END 0.00 0.00 0.00 0.00 0.00 0.00 O.DU 0.00 PINE NEEDLE CT EAST END WEST END 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 POLE PINE. LN END SMALLWOOD CT 0.00 0.00 0.00 28.00 0.00 8.00 32.00 0.00 RIDGE CREEK RD SNOW MESA DR SAWHILL DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ROCK CREEK DR END COUNTRY SQUIRE WAY 0.00 0.00 0.00 0.00 0.00 0.00 114.00 0.00 SAWHILL DR NORTH END SOUTH END 0.00 0.00 0.00 88.00 0.00 16.00 0.00 0.00 SMALLWOOD CT TIMBER CREEK DR NORTH END 0.00 0.00 0.00 ().00 0.00 0.00 12.00 0.00 SMALLWOOD DR WHITEWOOD DR TIMBER CREEK DR 0.00 0.00 0.00 104.00 0.00 16.00 0.00 0.00 SNOW MESA CT END - SNOW MESA DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SNOW MESA DR SNOW MESA CT TIMBF.RWOOD DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 STETSON CREEK CT STETSON CREEK DR N L'ND 0.00 0.00 0.00 0.00 0.00 0.00 316.00 600.00 STETSON CREEK DR KEYSTONE CREEK CT ROCK CREEK DR 0.00 0.00 0.00 0,00 0.00 0.00 115.00 0.00 STILLWATER CREEK DR COPPER CREEK DR STETSON CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 200.00 0.00 TIMBER CREEK CT END TIMBER CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 0.011 0.00 TIMBER CREEK DR S TIMBERLINE RD ROCK CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 733.00 0.00 TRAPPERS CREEK CT END STETSON CREEK DR 0.00 0.00 OAU 0.00 1 00 0.00 QUIZ 0.00 WIIITEWOOD CT EN WIIITEWOOD DR 0.00 0.00 0.00 0.00 0.00 0_UU O.UU 0.UU WHITEWOOD DR ITIMBER CREEK DR SMALLWOOD DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OAO ^'�',° „• .,;`' ..,: , ., _•-`:..Unit Sub Total.°+' ."*"J 'r,, ^: ," ,; :, ,%'- ° 1>� - U.00' .'+ ,,. `Oi00 '. ":0.00•' .220O ''. * �0:00 " 4000.';.. ,'2;367.00 THUNDERBIRD HEIGHTS DEL CLAIR RD FRONTAGE RD IREMINGTON ST 0.00 0.00 0.00 136.00 0.00 0.00 86wOU 0.00 E THUNDERBIRD DR S COLLEGE AVE HARVARD ST 120.00 0.00 0.00 0.00 0.00 0.00 25.00 0.00 HARVARD ST E DRAKE' RD S COLLEGEAVE 395.00 0.00 0.00 124.00 0.00 8.00 16.00 0.00 SE COLLL'GE FI'GE RD HARVARD ST DEL CLAIR RD 0.00 0.00 0.00 0.00 0.00 0.00 24.00 0.00 `'t Unit Sub Totals>. �'P+'=t " �,SIS.U0. `, �.0.00 e„. ,"^iU.00- ,. 260.OQ �,� "=<.O.00s, �.� ) B.OU :' ,.: ,�^I51 OU' �,U.OU DOWNTOWN PROJECT 0.00 0.00 1,250.00 0.00 0.00 0.00 12,000.00 0.00 -.:Unit Sub Total : :: `.0.00- - '0.00 1 1250.00 0100 -"".: - OWN � ," 000 .;` 12000.00 ...'0.00 10 of 11 0 0 0 0 0= o 0 0 o e e m® e e e e e m SECTION 2500 QUANTITY ESTIMATE "-; { ,,, ,,:,.i[ ' STREET HARMONYCR FROM"; .ate t ,PTO;Cun«�h,4�,Va11CyPan 608 20 608 21 -- 608 22 608 23 :. 608.24 608.26 608 25 IV) Buft Up Charge - 6" Depth R&R '+ PAng',8'Approach8 R&R; .t,Y f- . R&R 'ExpanslUn`& ;Caulking.:: Yp P� ' EX Used p' - Aggregate Up Chari t ,. ''-�_' 4 Splashhlock :Uinta _ _SF 1 SF„ SFr:•i. SF'-,`,LF SF_ .,SF AMBL'R CT UELANY UI2 LAST ENU 0.00 0.00 0.00 O.Illl 13.00 0.00 ll.(10 ANGELO CT WEST END WILMINGTON DR 0.00 0.00 0.00 O.UO 0.00 0.00 0.00 ANGELO DR WILMINGTON DR S TIMBERLINE RD 0.00 0.00 0.00 0000 0.00 0.00 0.00 ANTERO CT WEST END WILMINGTON DR Q00 0.00 0.00 QUIZ (M)0 0.00 0.00 DAKOTA CT WEST END ANGELO DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DAKOTA DR JAMISON DR DAKOTA CT (00 0.00 0.00 0.00 (M)o 0.00 0.00 DELANY DR NORTI I END ANGELO DR 0.00 0.00 0.00 0.00 34.00 U.UO 0.00 JAMISON CT WEST END WILMINGTON DR 0.00 0.00 0.00 0.00 OAO QUU 0.00 JAMISON DR WILMINGTON DR DELANY DR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ROCKPORT CT DELANY DR EAST END 0.00 0.00 0.00 0.00 14.00 0.00 0.00 ROSEMARY CT END WILMINGTON UR 0.00 Q.OU 0.00 (I.)O 3.00 0.00 SKYF. CT DELANY DR FAST END 0.00 0.00 0m00 0.00 28.00 0.00 0.00 TERRACE CT NEST L'NU WILMINGTON DR 0.00 0.00 0.00 0.00 0.00 O.UU 0.00 TIMBERWOOD DR DELANYDR S TIMBERLINE RD 0.00 0.00 QUU 0.0U 0.00 O.UO 0.00 THYME CT DELANY DR BATTLFCRF,EK DR 0.00 0.00 0.00 0.00 0,00 0.00 0.00 UNITY CT WEST END JDAKOTA DR 0.00 0.00 0.00 11.00 0.00 0.00 ILO() WILMINGTON DR DELANY DR BATTLFCRFFK DR 0.00 0.00 0.00 U.00 0.00 0.00 0.00 -�:Unii Sub Total ...,. .: , .. TIMBER CREEK �:.0.00_= ,; .0.00 _<=' � 0.00:;-r.. ' ; '. "0 00 ,', � . 92.00 '> - �.�.0.00 - A.00 COPPER CREEK DR STILLWATER CREEK DR ISTETSON CREEK CT 0,00 0.00 O.OU U.UO 0.00 0A0 0.00 COAL CREEK CT MINERS CREEK CT END 0.00 0.0U O.OU 0.00 0.00 0A11 0.00 DALLAS CREEK CT WEST END EAST END 0.00 0.00 0.00 0,00 7.00 0.00 0.00 MADISON CREEK DR END STETSON CREEK DR 0.00 0.U0 (00 (M)o 11.00 (00 0.00 MINERS CREEK CT NORTH END SOUTII END 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHANTOM CREEK CT STETSON CREEK DR END 0.00 0.00 0.00 QW 0.00 U.UO 0.00 PINE NEEDLE CT EAST END WEST END 0.00 0.00 0.00 O.OU 0.00 O.OU 0.00 POLE PINE LN END SMALLWOOD CT 0.00 0.00 0.00 0.00 7.00 0.00 0.00 RIDGE CREEK RD SNOW MESA DR SAWHILL DR 0.00 QUO U.DO 0.00 0.00 0.00 0.00 ROCK CREEK DR END COUNTRY SQUIRE WAY 0.00 0.00 0.00 0.00 TOO 0.00 0.00 SAWHILL ILL DR NORTH END SOUTH END 0.00 0.00 UAO 0.00 14.00 0.00 0.00 SMALLWOOD CT 'TIMBER CREEK DR NORTH END 0,00 0.00 (M)o 0.00 14.00 0.00 OAO SMALLWOOD DR WHITEWOOD DR TIMBER CREEK DR 0.00 0.00 0.00 0.00 20.00 0.00 0.00 SNOW MESA CT END SNOW MESA DR 0.00 1 O.00 0.00 0.00 0.00 0.00 0.00 SNOW MESA DR SNOW MESA CT TIMBERWOOD DR 0.00 0.00 0.00 0,00 0.00 0.00 0.00 STETSON CREEK CT STETSON CREEK DR N END 0.00 0.00 0.00 0.00 0.00 0.00 QUO STETSON CREEK DR KEYSTONE CREEK CT ROCK CREEK DR f1A0 0.00 (1 00 0 0U 3 OO 0.00 0.00 STILLWATER CREEK DR COPPER CREEK DR STETSON CREEK DR 0.00 U.00 0.0U 0,00 0.00 0.00 0.00 TIMBER CREEK CT END TIMBER CREEK DR 0.00 0.00 QUU 0,00 0.00 Q00 0.00 TIMBER CREEK DR S TIMBERLINE RD ROCK CREEK DR 0.00 0.00 0.00 0.00 0.00 0.00 ow TRAPPERS CREEK CT END STETSON CREEK DR 0.00 0.00 ow(H) 0.00 11.00 0.00 0.00 WHITEWOOD CT END 1WHITEWOOD DR 0.00 0.00 QUU O.UU O.OU 0.00 0.0(1 WHITEWOOD DR TIMBER CREEK DR SMALLWOOD DR 0.00 0,00 0.00 0.00 1 0.00 O.UO 0.00 UnitSu'Toal -: THUNDERBIRD '00- 0 0.0U, 0.00�?` .. ��0.00 O.UO 000 DEL CLAIR RD FRONTAGE RD IREMINGTON ST U.OU 64.00 UA0 O.OU 14.110 U.UU 11.0(1 F THUNDERBIRD DR S COLLEGE AVE .HARVARD ST 0.00 48.0(1 (L0U 0.11U U.00HARVARDST L'URAKL' RU S COLLEGEAVE 0.00 0.00 U.00 Q00 0.00 0.00 se coLLECE I TGE Rll HARVARD s'r UEL cLnIR RD am''Und'.Sub;Toial .z ra;. 33 .�-��� § =�� 0.00 _0.00�*' - 0.00 ='*`�`� 112.00.E=� 0.00 `0:00 0.00 �.,§ =:0.00 , 4�26�00,"P---_ 0.00 ��O.UO =� >s'DOWNTOWN 0.00 PROJECT DollSubTotxl - `%' - ,..- _-�0110. 0.00 0.00 ".0.00 0.00 '000'-„u- 0.00 `0.00 `� 12,000.00 12060.OQ, 0.00 U.00` 11 of 11 SECTION 03000 DETAILS Straw Bale Filter D23 Gravel Filter D24, D25 Curb and Gutter 701 Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) 703 Standard Driveway Approach (I & II) 706 Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Drainage Under Sidewalk 709 Curb Inlet 4' Opening — Vertical Curb & Gutter D-7a, 7b Curb Inlet 4' Opening — Driveover Curb & Gutter D-8a, 8b Concrete Sidewalk Culvert D-12,13 Area Inlet D-9a Modified Type 13 Inlet 13-A Catch Basin Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 Access Ramp Details 1603 Detached Walk/Intersection Detail 1604 Detached Walk/Intersection Detail 1605 Pedestrian Ramp Detail 1606 Residential Local Street Access Ramps 1606 a Truncated Dome Warning for Access Ramps 1607 Median Islands and Pedestrian Refuge Area 1608 Sidewalk Widening Details 2501 Concrete Pavement Joints M-412-1 1 1 1 1 Area I n iec with Grato --7 a 4 O C D C Strata Sales Staked wi'ch 2 Stakes Per Sale ■ a er a a o a 0 O' 0 O O a a a a a o 0 a a /A � III-I,If\N PLAN VIEW Stake �Twine Runoff , 0%04 ,i r-- Compacted Soil Filtered Wafzr� SEGT[ON A —A General Notes: 1. Wedge loose straw between the staked bales. AREA INLET FILTER 2. Inspect and repair filters after each STRAW BALES storm event. Remove sediment when one halt of the filter depth has been CITY OF.FORT COLLINS, COLORADO filled. Removed sediment shall be STORMWATER UTILITY deposited in an area tributary to a sediment basin or other filtering measure. APPROVED BY: 3. Sediment shall be removed immediately DATE: REVISIONS: from traveled way of roads. TD-23 FIGURE 6.2 Wire Screen — (Appmx. A -C--rdvei Fdf zr Area in . , ?I __�7 PLAN Vf EW Concr-efe Block wve! Filter Over;rloLU 7 Concre�z Block Wire Scan Runofs Gravel Filter Fi Itare.J Weser —� SECTION A -A General Notes: AREA INLET FILTER 1. Inspect and repair filters a'Ler each storm GRAVEL event. Remove sediment when one half of the filter depth has been filled. Removed CITY OF FORT COLLINS, COLORADO sediment shall be deposited in an area STORMWATER UTILITY tributary to a sediment basin or other filtering measures. APPROVEDB DATE: : 2. Sediment and gravel shall be immediately nEV;SIONS: removed from traveled way of roads. I I D-24 FIGURE 6.3 f PAGE 32 Graval File Qpprcacy,a t7tc7iTlei;Zt} Vv,rG -A-i :W_J J (Approx. %i ; /1esh I Block PLAN VIEW over=low Filfer iA1�Eer qunorzi Wire xre2n_! RI 2'x4"'Wood C,Uro inio,. SECT iON A -A General Notes: CURB INLET FILTER I. Inspect and repair filters after each storm event. Remove sediment when GRAVEL one half of the fitter depth has been filled. Removed sediment shall be de- CITY OF -FORT COLLINS, COLORADO posited in an area tributary to a sedi- STORMVIATER UTILITY rnent basin or other filtering measure. APPPOVED 2. Sediment and gravel shall be immediately pA-, E: removed from traveled way of roads. S: FTGliitr 6.4 D-25 w Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) /rr%r1-N A I Kai 1 18" , 12" 1 4.5" 21 .75" 3.75" 2 R 0.5 ��3.3" o . 0.13" as q ° a a ° ° a ROLL-OVER (LOVELAND) r- . CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 701 Cn C�rJC� a W Z O � >a� W l 1 C Cd o a >M C N C Z � �H C \ > C d O z � w o x _o O iV C7 ­J > O � � z c� 31" 14" 17" ao � j = 1' min. (F.C.) 2' min. (L) �� r Slope to curb 1 /4"/Ft. I L�:FL \4:1 max.U48:1 min.- �. �.�. L See Drawing 1601 _. �'co- For Thickness ) O N \. r r DRIVE —OVER CURB, GUTTER AND DETACHED SIDEWALK v � 2 co LOr- ao 1 /4"/Ft. - CURB & GUTTER IN A CUT OR FILL Excavation — 14" 17' 5' (L) 1' min. \� 3-9" (F.C.) io 1j 1 /2 CID I So � °4 \ Fill 18" 18" ��i J DRIVE —OVER CURB, GUTTER AND ATTACHED SIDEWALK No Text ao LIMITS OF C & G .. N 4 z 14 IN.—y�— 17 IN. 3 FT. 9 IN. z n (1.17 FT.) I \ (1.42 FT.) (3.75 FT.) n as M v 1 1/2 IN. w FLOW } ° D D ° D LINE 4. a IN. 1 6 IN, 6 IN. ^ a: � Z M Ian (1�5IFT.)�15IFT.)� _ J DRIVE -OVER CURB, GUTTER AND SIDEWALK 2 FT 6 IN. 6 IN.— WHERE WALK ADJOINS A CURB, IT SHALL BE CONSTRUCTED 1/4 INCH ABOVE THE CURB. 4 1/2 IN, SLOPE SIDEWALK TO CURB - 1 1/2 IN. 1/4 IN. TO 1/2 IN. PER FT, 2 IN. 1 1/2 IN. R � p D 4 IN. 2 IN. R ° ° D 6 IN. i T 6 IN. D 4 FT. MIN. � 12 IN. m ° tb VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK EDGED SURFACE 4.43 FT.- 1/8 IN. R. 3/4 IN. MIN, 1.18 FT. 58 FT. 2.67 FT. ° . .09 FT. D .30 FT. j .11 FT. 4 IN. DUMMY JOINT FOR WALKS ° ° 6 IN., ° COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE - FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS APPROVED: DETAIL ® CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 11/13/00 D _ U (�` DRAWN BY: NBJ City of Fort Calling V-6" A 91 1 /8" TO 1 /4"R. 1-1/2" 4-1/2" 1 1/2"R. 1-1 /2" TO 2" R • co . o N • d „ a • a , OUT FALL CURB & GUTTER - (FORT COLLINS ONLY) 1 /2" 1/2"R. a., A-- 'TO 1 /4"R. a � 1 "± 1 /4" ° a e e d 1 "± 1 /4" 1 1 /2" 3 ASPHALT OR 3 1 /2" 3" * 6" w/concrete pavement CONCRETE PAVEMENT 8" w/asphalt BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) (SECTION B) (SECTION M) 6" 6" 6" 1 1 /4" J d , I Q d ° do ; (0 e ° W d FL ¢ aoFL ° f e a d ° a e ° d 4 ° ° e d 0 ROADWAY 9 ° e ° PAVEMENT r 8" BARRIER CURB 6" MOUNTABLE CURB (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) Notes: a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 703 ,f \NM L�n� X = Curb Transition Length T = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Hach d Type I = With Detached Sidewalk Type II = With Attached Sidewalk \ Refer to Chapter 25 for minimum removal dimensions. PERSPECTIVE Ramp if necessary Right of Way line -, Detached 1 1:12 Sidewalk max. } y � 6" *Z2m 0 (V TYPE I X=2' min. W = Width A co E I y N '---I A L—B Driveway Width Varies Attached Sidewalk 1:12 max. Back of curb FL Lip Fx=6'-o° TYPE II w EXPANSION z J t .. (max.) co '• ' ' JOINT o • 1:24 u N tT N WALK c J SECTION B-B NOTE: p N.T.S. o WALK y 1. Concrete driveway must be provided to the property line. p 1:48 SLOPE CO 1 /4' PER FT. 1:12 (m x) •i, .. r �. �.•,.4 •f• Expansion joint if drive �WALKSECTION • o A -A t continues as concrete N.T.S. STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 706 r r r r r Ir rr rr rr err rr Ir �r �Ir rr rr rr r C!� C/] a �a� d CA Z 3 C >9� C C1] �G d �-C � Vol (7 C7 z O >- W x o x o a � � Cn r C O z � O � Z o t7 � \ C O W --31 .0 �0 a O � � � z � C If Concrete Driveway Flare Optional Expansion Joint (FC Only) ROW � Curb A — Driveway Detached CO B Sidewalk 1:12_ r co Max r See Note 6 Y Parkway r E N X See Note 6 E i E See Note 4— See Note 4 r See Note 3 See Note 5 Ramp if walk �— continues on private property. Curb to retain Landscape if Necessary Sidewalk See Note TYPE III rL A B TYPE IV DETACHED WALK ATTACHED WALK 1:48 SLOPE 1 /4' PER Fr. T- 1:12� (`axrL L .. WALK SECTIONS A -A & B-B NOTES: N. I.S. 1 . 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. 6" Curb Height. 4. 0" Curb Height. 5. All of these pedestrian improvements must be in ROW or a pedestrian or public access easement. 6. Truncated Dome Warning Detection. DRIVEWAY WIDTHS CLASSIFICATION APPROACH MINIMUM MAXIMUM TYPE WIDTH WIDTH RESIDENTIAL: Single Family 9 1 or II 12' 24' * Multi Family 9 I, II, III, or IV 24' 36' * Commercial I, II, III, or IV 24' 36' * Industrial 24' 36' • High volume driveways (Type III or IV) allowed for 350 or greater trip ends/cloy. * 30' maximum for 3 car garages. * *No single opening sholl exceed 36'. Wider driveways sholl be divided w/o medion not less than 6' wide. F35: -�� a� Cnz� a a>az CI1 tdn LTJ m c� vz � 9 z n � i� rxi C/)z � o t= a r� 3 c 0 0 z i/) C:) o C12 o Z o t7 a o � �0 z n ROADWAY WIDTH CONTROL JOINTS CONTROL JOINT REQUIRED FOR PANS OVER 40' A LENGTH WALK g' I TRANSITION FROM C & G SECTION TO PAN SECTION, TYPICAL BOTH SIDES. 6' MINIMUM (LOCAL) 8' MINIMUM (COLLECTOR) 10' MINIMUM (ARTERIAL) �d 8" MIN. FOR RESIDENTIAL. USE CONCRETE PAVEMENT DESIGN + 1 /2" FOR COLLECTOR & ARTERIALS. SECTION A -A NOTE: ALL INTERSECTIONS TO HAVE ACCESS RAMPS — CONTROL JOINTS (TYP.) TOOL JOINT AT 10' O.C._ A TOOL JOINT DOWELL IF (for monolithic pour) COLD JOINT (See Stondord Drowing 714) PLAN VIEW PARALLEL STREET CLASSIFICATION W CROSS PAN WIDTH LOVELAND DEPTH OF INVERT FT. COLLINS DEPTH OF INVERT d (MIN.) d (MAX.) d Arteriol 10' 1 1 /4" 2 1 /2" 1 1 /2" Collector 8' 1 " 2" Locol 6' ** 3/4,. 1 1 /2" 7/8" ** 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. O iMII 0 ■llmi = = v m C m m O ® im m an m m i 1 1 1 1 1 i 1 1 1 1 1 1 1 7 0 O A faries,See Plans Xmax=2.0') 4" d (Varies, See Plans) O 3/8" 6„ SECTION B-B c o 7 U Attached E o a Sidewalk C B E 0 o I ii 5/8" Rolled Steel Tread Plate (diamond pattern) Dimension Variable Notes: I 1. Length of steel plate varies. 2. Chase and cover plate run from Right of Way line to flow line unless approved by the Engineer. With curb walk, cover plate extends from property line to top of walk face. Retaining Screws at -0. C 4'-0" or as Directed B —Detached Sidewalk PLAN VIEW L= 1 1 /4" x 1 1 /4" x 1 /4" a � a 3" #4 Bar Welded at 12" on SECTION C-C center, Nelson Standard Anchor or equivalent. (typical both sides) A 5/8" Rolled Steel Tread Plate 1 /2" x 1" Flat Head Mach. — Screw Brass or Electro-galv. finish 12" on center (typical both sides) —Angle iron to be drilled and threaded to receive screw. —Concrete to be drilled to allow screw to extend into the concrete (typical both sides). UUIVIbll\JA I IUN UUHb, UU I I EH, AND SIDEWALK ELK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/O7 709 6 IN. STEEL DECK RING WITH A 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 3 FT. 5 FT. 6 IN. 3 FT.-6 IN. B 6 IN. T 2L • 6 IN. — 6 IN. THICK SIDEVALL CTYP. BOTH SIDES) 6 IN. WARPED CURB 8 SEE DETAIL 'A' FLOW LINE GUTTER (TYP. BOTH SIDES) 4 FT. OPENING Il FT. A PLAN VIEW NTS 8 8.5 FLUSH WITH CURB FACE # BAR 1 1/2 IN. R 18 IN. LONG 1/4 IN. -I IN. LEG 2 IN- 2 1N. 6 IN. 4.1 6 IN. MA /MIN. n5 BAR °. �2:1 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT ° ° 4 IN. a 1 I/4 IN. DIA. X 24 IN. GAL V. STEEL ROD - THREADED 3 1/2 IN. AT TOP. 1/4 IN. 2 FT L � — J 6 TN. I SEE CURB FACE — ASSEMBLY DETAIL 2ACKOF BURR B MANHOLE RUNGS-12 IN. O.C. 6 3 FT.-6 Il vARPED GUTTER NORMAL FLOW LINE 10 IN. I EMBEDMENT 6 IN. ° 3 IN. X 3 IN. X 3/8 IN. PLATE ° PLATE 4 FT.- 6 IN. SECTION A -A 4 FT. 3 FT.-6 IN. DEPRESSED GUTTER vARPED GUTTER TOP OF GUTTER 6 IN. I SECTION B-B EXTEND CHANNEL y 6 IN. TO OUTSIDE CURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL GENERAL N❑TES I. SEE D-7B FOR REINFORCEMENT. 5. TOP SLAB OF INLET SHALL BE SLOPE TO 3 IN. 2. FLOOR OF INLET SHALL BE SHAPED WITH MATCH SIDEWALK. SEE D-6. RAD-11 IN. ADDITION CONCRETE TO FORM INVERT 6. EXPOSED STEEL SHALL BE GALVANIZED IN / TO PIPE CONNECTIONS. ACCORDANCE WITH AASHTO M-lll. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL 'A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/19/02 p_ 7A City of Port Collins DRAWN BY: NBJ 1 1 1 1 1 1 1 1 1 i 1 4 FT. 6 IN. B L 2 FT. I A �j 401 8 1N. O.C. �- I -601 / 501 \ . 0 r(tw min '*-FLOW LINE 11 DIA. HOLE IN CENTER \'-407 C B -j 4oB-) 3 FT. 5 FT. 3 FT. 11 FT. A� I F. 2 FT PLAN VIEW 2 FT. 4 FT. - 6 IN. ANCHOR 601 601 501 468 q4 - y 504 L503 BAR (402) 407 404 ADD 1 (40,AAR k4 BAR 402 r406 c3 IN CIR. 402 12 IN. LM 402 403 SECTION A -A NTS 5 FT. 2 FT. 1 FT. r402 4 #4 ANCHORS I TABLE I BAR LIST FOR CURB INLET 402 404 MARK IN. SPACING TYPE NO REQD ' LENGHT 401 8 IN. II 4 3 FT. 10 IN. 402 12 IN. III ■ 7 FT. 10 IN. 403 12 IN. IV 6 7 FT. 4 IN. 404 1/2 IN. 12 IN. II 14 ■ TME 12 IN. ■ 3 FT. 2 IN. 406 12 IN. 11 4 r 407 9 FT. 0-1 N 408 12 1N. VII 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. II 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. II 1 4 FT. 8 IN. 503 5/8 IN. 9 IN. 11 1 9 FT. 0 IN. 504 5/8 IN. 6 IN. VIII 2 4 FT. a IN. 601 3/4 IN. - - l 8 FT. 10 IN. 8 C 8.5 - - - l 5 FT. 0 IN. ANCHOR 1/2 1N. 1 24 IN.11 2 1 FT. 6 IN. I LENGHT TYPE II STRAIGHT 405 402 405 I I TYPE III ' I zo IK U. 54 IN. 403 SECTION B-B I I TYPE IV NTS u20 8 IN. IK .U. 2 e IK TYPE VII ■VARIBLE WITH HIGHT, REFER TO TABLE 2. s ik RENT II IK TABLE 2 QUANITIES VARIBLES WITH HEIGHT TYPE VIII 30 IK LOOP 12 [N. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSION ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALSS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. LENGHT C.Y. LB. 402 405 404 406 CONC. STEEL N 10 6 3 FT. 2 IN.2 FT. 11N. 10 6 ET. N. 123 FT. 8 IN 2 FT. 7 IN. 12 8 N 12 8 4 FT. 2 IN 3 FT. 1 IN. 12 8 N 14 10 4 FT. 8 IN 3 FT. 7 IN. 14 10 N 14 10 5 FT. 2 IN 4 FT. I IN. 14 10 . 16 12 5 FT. 8 IN. 4 FT. 7 IN. 16 12 .N. 16 12 6 FT. 2 IN. 5 FT. 1 IN. 16 12 7 FT. 0 IN. 18 14 6 FT. 8 IN. 5 FT. 7 IN. 18 14 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 FT. 1 IN. 18 14 8 FT. 6 IN. 20 16 7 FT. 8 IN. 6 FT. 7 IN. 20 16 8 FT. 6 IN 20 16 8 FT. 2 IN. 7 FT. 1 IN. 20 16 9 FT. 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 IN. 22 18 9 FT. 6 IN 22 22 9 FT. 2 IN.8 FT. 1 1N. 22 22 10 FT. 0 IN 24 24 • 9 FT. 8 IN. 8 FT. 7 IN. 24 24 CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 p— 7B City of Port Collins DRAWN BY: NBJ 6 IN. STEEL DECK RING WITH A 24 IN. HEAVY DENVER COVER By nACLEAR OR APPROVED EQUAL. 3 FT. 5 FT. 2 FT. 4 FT.- 6 IN. 6 IN. 6 IN. — J — 6 IN. 6 IN. THICK O SIDEVALL (TYP. BOTH SIDES) 4 _ v SEE CURB FACE 6 IN. PA K OF 6 IN.-- ASSEMBLY DETAIL B MANHOLE B RUNGS-12 IN. O.C. 1% SLOPE FOR DRAINAGE z SEE DETAIL 'A' WARPED CURB 8 4 FT. OPENING 'FLOW LINE O 14 IN. GUTTER <TYP. T1 BOTH SIDES> 6 IN. - 11 FT. I ; SECTION A -A A fJ PLAN VIEW 8 [8.5 FLUSH NTS WITH CURB fACE� 44 BAR 3 FT.-6 IN. q FT. 3 WARP 11/2 IN. R 18 IN. LONG WARPED DEPRESSED GUTTER WARPED L 1/4 IN. -1 IN. LEG GUTTER GUTTER 2 M. i NORMAL FLOW LINE 2 IN / TOP OF GUTTER 6 IN. 4:1 MAX/MIN. a5 BAR �21 ALTERED �- FLOW LINE I I/2 IN. PIPE SPACER o a AND 1 1/4 IN. LOCK NUT W z a BI N. m = _ o :_6 IN. 6 IN. .. 4 IN. 7 x H N p 1 1/4 IN. DIA. X 24 IN. GALV. = 4 DRAINAGE 1% SLOPE FOR STEEL ROD - THREADED nt 7 3 1/2 IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT 6 IN. 3 IN. X 3 IN. X 3/8 IN. PLATE SECTION B-B ,6 IN. EXTEND CHANNEL 6 IN. TO OUTSIDE CURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL GENERAL NOTES 1. SEE D-88 FOR REINFORCEMENT. 5. TOP SLAB OF INLET SHALL BE SLOPE TO 3 IN. 2. FLOOR OF INLET SHALL BE SHAPED WITH MATCH SIDEWALK. SEE 0-6. RADII IN. ADDITION COCONCRETE CRETENTOS. FORM INVERT 6. EXPOSED STEEL SHALL BE GALVANIZED INTO PIPE / ACCORDANCE WITH AASHTO M-111. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL 'A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D-8A City of Fort Collins DRAWN BY: NBJ C� 'I A 409 -I F_ 601 6 IN. 502 9 IN. O.C. Z_ 7 504 B I 6 IN, O.C. 12 IN. 12 IN. M 03 _ _ _ BACK OF CURB 17 O IIN. 7 �OW 14 FT. 8 C8.5 WITH 1 HOLE IN C N 1/2 IN. DIA LINE -7— 1 412 3 FT. 5 FT. 3 FT. 11 FT. A PLAN VIEW NTS TABLE 1 BAR LIST FOR CURB INLET MARK DIA. O.C. TYPE NO. LENGHT IN. SPACING REQ'D 402 8 IN. I II 4 3 FT. 10 IN. 404 12 IN. IN r 7 FT. 10 IN. 406 12 IN. IV 6 7 FT 4 IN. 407 1/2 D0. 12 IN. II 14 r 12 IN. -II ■ 3 FT. 2 IN. 12 IN. II 4 r 12 IN. II 2 9 FT. 0 IN. 12 IN. VII 4 3 FT. 4 IN dO2 5/8 IN. 9 IN. II 2 9 FT. 0 IN. 5/8 IN. 9 IN. II 1 4 FT. B IN. 5/8 IN. 9 IN. 111 9 FT. 0 IN. 5/8 IN. 6 IN. VIII 2 4 FT. 8 IN. 601 3/4 IN. - - 1 8 FT. 10 IN. 8 [ 8.5 - - - 1 5 FT. 0 IN. ANCHOR 1/2 IN. 24 IN. - 2 1 FT, 6 IN. IN. I Lu GHT TYPE Straig ht PE III HTYPE 54 IN 20 IN. U. TYPE IV Ur2�0 42 IN IN. 9IN TYPE VII ■ VARIBLE VITH HEIGHT, REFER TO TABLE 2. E911 tt IN. Bent TYPE VIII 30 IN. Loop 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSIONS ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. ') CT A PT _ R 1M SECTION A -A SECTION B-B TABLE 2 OUANTITIES VARIABLE NTH HEIGHT H NO. REO'D LENGHT C.Y. LB. 402 405 404 406 CONC. STEEL 3 FT. 6 IN. 10 6 3 FT. 2 IN. 2 FT. 1 IN. 2.5 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 2.6 230 4 FT. 6 IN. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 2.8 236 5 FT. 0 IN. 14 10 4 FT. 8 IN. 3 FT. 7 IN. 2.9 236 5 FT. 6 IN. 14 10 5 FT. 2 IN. 4 FT. 1 IN. 3.1 262 6 FT. 0 IN. 16 12 5 FT. 8 IN. 4 FT. 7 IN. 3.2 282 8 FT. 6 IN. 16 12 6 FT. 2 IN. 5 FT. 1 IN. 3.4 288 7 FT. 0 IN. 18 14 6 FT. 8 IN. 5 FT. 7 IN. 3.5 306 7 FT. 6 IN. 18 14 7 FT. 2 IN. . 1 IN. .7 314 4 8 FT. 6 IN. 20 16 8 FT. 2 IN. 7 FT. 1 IN. 4.0 340 9 FT. 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 IN. 4.1 360 9 FT. 6 IN. 22 18 9 FT. 2 IN. 8 FT. 1 IN. 4.3 366 10 FT. 0 IN. 24 20 9 FT. 8 IN. 8 FT. 7 IN. 4.4 386 CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/25/02 8B City oI Yorl Collins DRAWN BY: NBJ Certificate of Appointment and Resolution of the Board of Directors -' The undersigned President and Secretary of Contractors Bonding and Insurance Company hereby certify that the President has appointed the Attomey(s)-in-Fact identified on the front side of this power of attorney, under and by the authority of the following resolutions adopted by the Board of Directors of Contractors Bonding and Insurance Company at a meeting duly held on December 15, 1993: RESOLVED, that the CEO, President, CFO, any Vice President, Secretary or any Assistant Secretary, and any other employee as may be specifically authorized by a particular board resolution (hereafter "Authorized Officer or Employee") may appoint attorneys -in -fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the Company, to execute and deliver and affix the seal of the Company to bonds, undertakings, recognizances, and suretyship obligations of all kinds; and any Authorized Officer or Employee may remove any such attorney -in -fact or agent and revoke any power of attorney previously granted to such person. RESOLVED FURTHER, that any bond, undertaking, recognizance, or suretyship obligation shall be valid and binding upon the Company: (i) when signed by the Authorized Officer or Employee and attested and sealed (if a seal be required); or (ii) when signed by the Authorized Officer or Employee, and countersigned and sealed (if a seal be required) by a duly authorized attorney -in -fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys -in - fact or agents pursuant to and within the limits of the authority evidenced by the power of attorney issued by the Company to such person or persons. RESOLVED FURTHER, that the signature of any Authorized Officer or Employee and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company (unless otherwise specified in the power of attorney itself); and such signature and seal when so used shall have the same force and effect as though manually affixed. RESOLVED FURTHER, that all previous resolutions of the Board of Directors concerning powers of attorney and attorneys -in -fact remain in full force and effect; that all forms of powers of attorney previously or in the future approved by the Board of Directors, including, but not limited to, so called "fax or facsimile powers of attorney", where the entire power of attorney is a facsimile, remain in full force and effect; and that one form of a power of attorney may be attached to one bond (for example, the form for which this resolution is a part may be attached to a bid bond), and another form of power of attorney may be attached to another bond (for example, a fax power of attorney may be attached to the final bond for a project for which the different form of power was attached to the bid bond) without affecting the validity of either power of attorney or bond. IN WITNESS WHEREOF, Contractors Bonding and Insurance Company has caused these presents to be signed by its president and secretary, and its corporate seal to be hereunto affixed this 13th day of June, 2007. Don Sirkin. President State of Washington County of King Attest: R. Kirk Eland, Secretary On June 13, 2007 before me, Brenda J. Scott Notary Public, personally appeared Don Sirkin and R. Kirk Eland personally known to me ' to be the persons whose names are subscribed to the within instrument, and acknowledged to me all that they executed the same in their authorized capacities and that by their signatures the entity upon behalf of which they acted executed,the instrument. WITNESS my hand and official seal. ���' oA ,1 �Q(��gS�Ory �10TAgyt' A Signature �� (seal)' Brenda J. Scott, Notary Public A--7 EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 3 FT. 6 IN. 6#4 BARS AT 11 IN. D.C. 3:1 1 T. C 9 IN. I C 6 IN. THICK L- SIDEWALK 5 a5 BARS AT 9 IN. O.C. L (TrP.) CCENTERTM 8.5 WITH 1EXTEND IA. LTO NCHANNEL 4 FT. OUTSIDE EDGE OF WALL. 6 IN. 6 IN. WALL I FT. I 2 a5 BARS AT B CTYP.) 6 IN. O.C. 4q� B BACK OF CURB 3 p RApI• L6 IN. / O SEE DETAIL 'A' I 8 IN. 11 IN. FLOWLINE 114 BARS AT 2 FT. WARPED CURB 6 DETAIL "A" 12 IN. O.C. L GUTTER CTYP.) FT. 6 IN. 4 FT. OPENING 3 FT. 6 IN. 1 FT. 2 FT. 0 IN. 5 FT. 6 IN. SEE DETAIL I B. BARS A �_I - • a .,. . , 6 IN. DETAIL n B" 111#5 E 6 IN. BARS 2 N. t� SLOPE � 8C 8.5 FLUSH 6 IN. WITH CURB FACE 1 1/2 IN. R #4 BAR 18 IN. LONG A4 BARS �. /a IN.-1 IN. LEG b4 BARS-12 IN. O.C. BO AYS 2 IN T I SECTION A —A 2 IN. 4: 1 6 1N. 6 IN. y 5 BAR 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. a. 11 WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER 1 1 /2 IN. PIPE SPACER AN 1 1/4 IN. LOCK NUT rTOP OF CURB 2 IN 8 IN. p.^ ' <., T 1 1/4 IN. DIA. X 24 IN. GALV. ` 3 IN. STEEL ROD - THREADED ----- --------- -- ----- 3 1 /2 IN. AT TOP. .. .• .. T NORMAL �LTEREQFLOW a+ LINE FLOWWLILINE n ,a e 6 IN. e 41N. SECTION B-B 3 IN. X 3 IN. X 3/8 IN. (REINFORCEMENT NOT SHOWN) PLATE 11 FT. 0 IN. 6 1N DETAIL "B" I FT. GENERAL NOTES: ® 4 BARS 5 BARS I. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. t ADO I N 4 BARS ADD I y 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 112 IN MATCH SIDEWALK. SEE D-6. I' 3. EXPOSED STEEL SHALL BE GALVANIZED IN i 'I ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP ;@ a BARS-12 IN. O.C. SLAB AND BASE. BOTHWAYS 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C—C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK APPROVED: DETAIL CITY OF FORT COLLINS STORM WATER UTILITIES CONSTRUCTION DETAILS DATE: 12/19/00 D -12 City of Fort Collins DRAWN BY: NBJ A-7 EXTEND WALK I FT. BEYOND NORMALBACK OF WALK.------_ 3 FT. 6 IN. 6#4 BARS /,--AT 11 IN. O.C. 31 I FT. J_ c 9 IN. H 6 IN. THICK S S IDEWAWALK (TYP.) 5 #5 BARS AT 9 IN. D.C. c 8C8.5 WITH 1 1/2 IN. CIA. HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. -7 ---- WALL 4 FT. 6 IN— I FT. (TYP­ '-2 45 BARS AT 6 IN. O.C. IN. A AD, B BACK OF CURB- 8 IN. 0 \ I -SEE DETAIL 'A' 17 IN DETAIL "A" FLOWLINE 14 IN 04 BARS A WARPED CURB 12 IN. O.C. CUTTER (TYP 3 FT, 6 IN. 4 FT. OPENING 3 FT. 6 IN. N. tom-------"----------------- 5 FT. 6 W It FT. _LFT. -SEE DETAIL "B" #4 BARS A 0 16 IN. DETAIL "B" 6 119_ �.'45 BARS 8 1 4 /2 IN. - - 1 % SLOPE 6 IN. 8C8.5 FLUSH 1� "#4 BARS ­ _T WITH CURB FACE #4 BAR 1 1/2 IN. R Z18 IN LONG _#4 BARS-12 IN. D.C. 1/4 N.-I IN. LEG BOTH WAYS 2 IN. SECTION A -A 2 IN. 4:1/ 6 IN. 6 IN. 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. 2:1- # BAR WARPED GUTTER # B� DEPRESSED GUTTER WARPED GUTTER --TOP OF CURB '-1 1/2 IN. PIPE SPACER U AND 1 1/4 IN NUT LOCI 8 IN. 1 1/4 IN. DIA. X 24 IN. GALV_ STEEL ROD - THREADED 1 IN. NORMAL" 3 112 IN. AT TOP. 3 1/4 �-ALTERED FLOW LINE FLOW LNE 3,1N. SECON _0 ON B-B 6 IN. (REINFORCEMENT NOT SHOWN) 3 IN. X 3 IN. X 3/8 IN./ PLATE 6 IN DETAIL B 11 FT. 0 IN. ti I FT. GENERAL NOTESi # 4 BARS # 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 67N. EITHER SIDE OF CULVERT. ADD I # 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO DO I # 4 BARS I4 1/2 IN. MATCH SIDEWALK. SEE D-6. le 3. EXPOSED STEEL SHALL BE GALVANIZED IN 01 ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 4 BARS-12 IN. D.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL 6OTHWAYS BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C-C REINFORCEMENT IN TOP SLAB SHALL BE 1 112 IN CLEAR. CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-13 DRAWN BY. NBJ A 0 =10 0 0 N0. 12 GRATE AND FRAME BY MoCLEAR OR APPROVED EQUAL. A 35 3/4 IN. 28 1 /4 IN. 6 IN. 23 3/4 IN. 6 IN. 16 1/4 IN. 12 IN. MIN. \- INLET GRATES • 3 IN. CIR. O.F. 2 Z CIR L.F. l • .d . #4 BAR` 'ONCRETE PIPE O.D. °I ` IN. CIR. O.F. _1 •- ° I /4 O 12 IN. I j • ..CIR' 4 •. 12 IN. / \ . 2 IN, CIR L.F. 2 i I� FLOW LINE OF - CTRS. (TYP.) .i, LAP _. A4 O 12 IN. INLET AND C1.ONCRETE PIPE e• CTRS. (TYP.) AROUND I I CONDUIT a PIPE��'r H J I'I ' '� � la I SLOPE FOR l.• I I DRAINAGE •I y°. 12 STEP. MAX. SPACING �V ..\' I• FL II II� ° 14 IN. 14 IN. I g4 ® 12 IN. CTRS. 6 IN. TYPICAL WALLS AND FLOOR SECTION A -A SECTION B-B GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) AREA INLET CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/8/00 D 9 A City of Port Collins DRAWN BY: NBJ m m = r m = = m = = m = m m r r 10 —I z" -- — , L 24 " -► 1 TRANS. L— _ —24 GROUT i. 1 r 5' EMBED EQUAL LENGTH /N • NO FLANGE BOTH WALLS p i I - -- - — - — — -- —I EE PLANS 6- 23 1/q" j 22 3/8" NOTES: SEE NOTE 5 ADJ. 9" 1 11/16" TYP. — r 2"r 5" MEa wKfrs sNAu Bc Ca+srRucrfo WIN AN AausrAeac CUM eox. TO 12 1/2" I —1 �— 1 3/4" TYP I I" a. REOIARfo MAW ANo CRATE IS DEFTER f0MO*r f2J-'m - TRAM, CRAM, cm AND R - \ N— Pwnu FRAME. sw AR rRAYF AND DRAM or OrNfR NANDIAcamaS NDSr or APPRO7o I►II41 / -� \ ___ Or ENE ENUNEER PRYOR rO USE S. �I, a EXTEND RfwfORcwC wu I.-nrO St"WASfcnON A WAMW cr ' WNfRf No $XCWALR \ I+_% iii. I rO Of PLACED, EXTEND RErNraWAW 4NrO BAQr WALL Or MLEr BMW CURB fXWC 20 1/2" I I 4. Au WEFT BOXES SHALL BE CAST /N PLACE CVNCRErf MISS OrWRWSE AUTHORIZED or THE fNOINffR.28 8 ++ / 3. MNERf BARS ARE r0 Bf SPLrc'f0. LrMN(rL/ SPLK[ LfNOM rJB• 38 1/2" I 8308 —I " � " NOTE: 1. TOTAL OPEN AREA IS 336 SQUARE INCHES. Type 13 Inlet STANDARD NUMBER Detail Type 13 — A City of Fort Collins CITY OF FORT COLLINS, C O L O R A D O APPROVED: ENGINEERING DEPARTMENT REVIEWED: 3 1-2;x112 Q, r'e ba r Curb 2- 1/2'p reba r Gutter r~I-- . 1 .2`0 reter PLAN VIEW nts tc,4E/4 steel angle ed corners) Tab - 21/2- Tab - ... — 28 FRAME n I s CATCH BASIN DETAILS (DRIVE- OVER CURB, GUTTER 8, SIDEWALK) CITY OF FORT COLLINS COLORADO ENGINEERING DI VISION =Lm am am m l 2�•t 1/2"0 1/2'rrbar anchors O C rIrbar _ �L21/2"x 2112"xt,/16"x32" —Warp inside 11' 24"/ qqutter gqrad each sideof to rri�el - _ of in - grade of nlet Normal g adeolt T �— -- -- Normal qut ter M 3 1/2- y�yd a OUtS�de trranje I.o. walk. ,.I'. (Standard curb in line :.F.:. 23° 5. G. 3 -1/ 2' m rebars n 'i. . ' e ' 12" O C. . I v Sltooutpet ft. NE ­4'�3-112"0 rebars 12'0. C. rLts..A n s. NOTE: A 12'transition, centered on the C.B. Shall be constructed All reinforcing steel s411 be Grade 40 OOOI� 4051 12 ratr by MaclPar or aTpro•✓e-d egaal. G RAT E nt..s. o ( d o e= IM = m ... ® m Alley Concrete Border Drive -Over or Vertical Curb & Gutter i R.O.W. (TYP.) �10'X10' 10'X10'� SIGHT Construction Joint SIGHT Curb AREA AREA 0" Curb 1:12 0 8" minimum thick 1 12 Walk a! I �I concrete Walk 0" C11urb x Truncated Dome 6" Curb Parkway Parkway r Vertical Warning Detection 6" Curb Ft_ 6" Curb Truncated Dome STREET Warning Detection ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley FL Concrete j Alley Drainage Inlet or Other Drainage Collection R.O.W. System shall be designed (TYP.) for 2 year storm minimum. Parkway /10'X10' 10'X10' SIGHT / / ` \ SIGHT AREA / \ AREA 1.24� o LL 8" minimum thick 1.24 v o .._ concrete I 0" Curb cv0" Curb CCurb F 6" C Truncated Dome Warning Detection STREET ALLEY W/ CENTER DRAINAGE Drainage May Not Cross the Walk Unless The Water is Sheet Flow and does not interfere with pedestrian use of walk. Walk Parkway See Tables 8-1 & 8-2 For Radii Requirements r- ALLEY INTERSECTIONS LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 803 Depress ring 1 /4" to 5/8" below adjacent finished street grade Cover Final asphalt lift, overlay or grade adjustment Existing base course Support with Steel Shims and pack with High Strength Grout Slope up to match finished pavement NOTE: 1. Grout shall be a mixture of 100 Ibs Grout mix, 26 Ibs water (3.12 Gal), and 100 Ibs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. Straight cut around ring Concrete grade ring to match slope or finished grade Shim / Grout Grade ring Manhole WA STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1201 Detached Sidewalk Driveway W ..........� Sidewalk L Attached Sidewalk T.C. F.L. LIP 8" Commercial 6" Residential 1 /2" Expansion Joint Material 1 /2" Expansion Joint Material DETACHED ATTACHED 6 SIDEWALK r `: 'DRIVEWAY SIDEWALK SECTION A -A All Sidewalk Thickness Shall Be 6' minimum. NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. 706 & 707. 3. This detail applies to Residential & Commercial driveways. r- STANDARD SIDEWALK L ER COUNTY CONSTRUCTION REVISION NO: 1 DRAWINGBAN AREA DRAWINGS T STANDARDS DATE: 04/01/07 1601 Slope sidewalk to curb 1 /4" per foot. ° a e g 9 °' NOTE: Construct sidewalk with joints at 10' intervals 4 and aligned with scoring on curb. e ° ° ° 11M ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL e 4 R 1/a' 1/4 SLAB HICKNLS eQ .. e .4 4 °e e ° 4 e e9 e ° e e ° '4 WEAKENED PLANE JOINT 1 /2' Expansion IJoint material e R1/4' 1/4° J ° a4 4 e ° e 4 e 1/2' e e e . 4 ° 4e INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT r- SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1602 Curb to retain ground behind the walk, if needed.-, A (Radius varies) 2 Transition b\acl� of walk P•) Wood float \Q finish thru sS ramp i Walk \ Broom finish Is Curb Gutter Wood float finish thru ramp Walk Broom finish Curb _4== Gutter 0 z 0 z J a 3 0 0 Y m �E CORNER LOCATION 1:12 Slope Slop( n .E- E 0 0 m 6• Truncated Dome °'° Warning Detection /m a dQ L* A _ 6' _ 5' i 6' r (min.) T T! (min.) MID —BLOCK LOCATION Curb (optional) Only if needed Transition back of walk (typ.) Broom finish Truncated Dome Warning Detection at the corners of the truncated dome warning 2-0' 6° truncated dome warning detection c a ° 1:25** .a slope (max.) o e a ' LL. a a z c C4 4 SECTION A —A NOTES: 1. * 6" Thickness applies to entire ramp area. 2. ** 1:25 Unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the truncated dome warning.) 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. See CONST. DWG. 1614, 1615 and 1616 for Loveland. r- ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1603 ' '_�kY�i•iV'. BOND on . KA5023 <,±�.rW MEN k THESE MP t Tat Vogel Concrete Inc. iAdd ress! 6330 S. College Ave., Fort Collins,:CD 80525 C`, o r po ra t..i o ri r i=",'.ie ii af z__.. E"e. . <.. 4 rr yy re i ariw 'F-lt Contractors Bonding and Insurance Company ; t-icir F >a PO Box I 71 Seattle, A 98109 92 , eatt e, W .k' i .t 7tz.f via:r ..,ef,Yr e,.d w. as r }�C: ..i *_" ar 1.c F ,.. .. ...z CE, f r G�F: i. Li � r�.. S` t),iL i„e tzi i *L o:- Fort. Cc.3 3.ns, �i a Laporte Ave, 'or+. ITI�r µ _ iM.7....,..,--J'pi1 Corporation) h4;.T.e_;1af�--.er :-relk ;i.'3'_ed to as. "the `.a�TNE "r in 1--he. pc^laj, llLim of $1,361,301.83 i:: 1.awfu jac-.1ne of �h niter States. fQ .i �T:i�r C? "r i SUM LrE' u truly 1 C} I catty, Fv b1.i=w urseive�s:"s,uccessors and assigns, jo.*nik-'t'( an,,J severally, L-,r-k � 1J"y- S@. IHE.C�ONDTTIONS O TEIS ' T11G .TWON are such that wher_-eis the Princi..r 1 ante (.. n Agree. -Rent nt w.1 t:h t1ie i..'r'U:.I." R, dated the �,-i i :...ray on f��t-r�%�. 201..0, Ta . orgy of wry S C.ti is � hert''.t:o a;::t a hed <d?1C-.ma�.`'3e a part he''e-. r Q` � ?:' C3c:rK 7x lc r 'e QT h.e ? `v' of .Fc:. t 3:,.0 it lns Pro-zect, 2010 t ene-wa l 604:6 ('oticr:F e Maintenance: "E?iiaP..+ :: clroJeL7,,. jvi'7r �' x�L't•'l^% t.f f the LP^ -in pal. s.ha Ll 'make .pie men'li.to all. erso'ns.,. 'r as' 1 JGo<_tr r ..^YS r and c - v_. 1 r � ^J }sL) ct.._CS.i i]. Ii1 n a IiEat ert a'. .a f 3r or. fr Ct( r?4T al.) r }n the prosecution of the 'Work prov-i ded. for n1 siuch AL'(.' ?erae-nr c7I2d any utho led ei @ :ion or mod:a'c t �c.,in thereof jd' 1�g a� i'oL I'. 7 du for ate l.u...ls, lubricants, repairs on fv.a ..time .ry, eq.c j«w t and ---'G'.�,�.. 5.., �'"17 e'lr.eu or .3Sr,"?.. In ^onne^t.i<;n W, t.h :: e coj-j t..ructa'o -,%f Such Work, „ixd cLs I ..,":'s.urc%i'3..^_<- _ reICt1F.Ims on s,:iid work, and for:ali 1a_bC=, performe-al in such Wk',rk I ha her by sL.b�'rirtri=actor or ot- ` ,..8e, then thi41 , i.s': ..1.`,y`c3.. ot, sh z.z;� . be Ji;. t her.-a.4 se to <.f'ITain in fi.2 1 force and effect ARTERIAL 0 c ROW Line 9� s ARTERIAL / COLLECTOR 2 J Q I R=6' W co H C Q � J Q ROW Line cc 10' 6' Lu 10' 5' (min.) 0C Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radius > 35' DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1604 I I 1 1-1 Note: Use of this detail requires special approval in Fort Collins by the Local Entity Engineer. r- DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1605 / 1.5' TRANSITION W W W W W W W W W W W W W W I 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 WFLARE OPTION W W W W W pp °0°0 0°0° 0 0 4' MIN. I 0 0 ° p ° O O 6' CURB 0°0° O000 0 0 0000 Irk CURB �FLOWILINE OF GUTTER 0.5' TYP A 0 0 0 O O 0O°O 000000O00 2' 000000000 A .5' TRANSITION Flored Option Truncated Dome Warning Detection Truncated Dome Warning Detection 1" fl. Max 0" CURB CURB OPTION [1J x 2' t-6' or as specified 1:25 slope (max.) FL 1: lE MAX, STANDARD GRAY CONCRETE 6" �4- RAMP WITH PARTIALLY COLORED CONCRETE PLAN VIEW SECTION A -A N,T.S. N.T.S. NOTES: 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT' MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE -ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1616 1 1 1 1 FORT COLLINS ONLY in 3 - v o � .3 I �FT s llumapig Moo � o � Y I Q wee c r l m o 3 U a n 2Zis o a o v E- 76 o a U ai a m �- <n ti iv c a"i d ��„ o a, d Qi rE`o 61 o is _ O' ` O , o Ec c m L O y U cn ayci c o. 22 c a o ; c in i o al 3ull milli vl a O rO N � L > rV a .a.J O .�' O j IJgA `J PIP. aIA;) d N O) O rQ E Q a U a v� d6 r °� n cv E d w a m ZP; U C U C O O N O N a 0 0 M O R O al CD Q RESIDENTIAL LOCAL STREET ACCESS RAMPS L MER COUNTY ONSTRUCTION REVISION NO: DRAWINGBAN AREA DRAWINGS T STANDARDS DATE: 04/01/07 1606(a) FORT COLLINS ONLY 0 ( m 6" lCIO 0000 0C 0 QJ D O OCR OC ; Y 0 �L-D 0 O Varies 0 0 0 0 0000 o 0 o c d N O�Q,�O 00�0 nj o l-) O 0000 C� U � o a� � N m 0Ccn0� ` co 00 c)00 `. C O C CT O O ` O vJC`00 O OCcn 0` 0 0 c= 0 O C cv O O 6- Varies 0 D o a n CV co a) u.. U 9 J N CL QC) 00( 00 zO E 0C0 411M P-BlItl � 0 0 Z o rnp�J uelASapad O 0 0 0 (] 0o O n0 0 o o- o , 1 Q Q Varies Q OCR O r OO ° O a3 0000 ° m �oa `L U I '2 a U CV LL U U m Oo� � O CO O C C 2 U E d 12 o E 12 d ¢� C •C i- Q 0 GJ - U O C LL L a" E Cp y E .-• N = C C C Cp 01 Y aE co o o > o — �,� •_ D _ "a 0 0 0 0 — — N 5 �a m `�. Z5 io vy�i o L .- = a v� 0 ZIP N E co 0 a� C C QJ U a� Q SZ O , Q c/) C U% d O F- Q u C->z O N C � Oct O E �C, E E a, a� n C cn a) ]-2 VJ 2 C C i ON o OU aup Mal] iwo pue qmo TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 . 1607 J 4' Min. Flat Rest Area e Minimum area of nose island 50 ft2 SECTION A -A Truncated Dome Warning Detection (tYp•) q Min. 4' q e g- Stop Bar at Min. traffic signals Sidewalk width shall conform to width requirements for the street classification NOTES: 1. No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shall be in line with cross walks. 3. Crosswalk to line up with ramp & Refuge Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1608 4'-0" (Min. Width) Sidewalk Addition Existing Sidewalk 8" min. 2" (min.) ADDITION TO EXISTING SIDEWALK NOTES: 1. New walk additions shall be placed to the same line and grade as the existing walk. 2. Match transverse tooled joints to existing tooled joints. TOOL JOINT FOR WALKS NOTES: 1. Joint shall be cut 1 /4 thickness of initial concrete; tool joint for walks. SIDEWALK WIDENING DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 2501 STATIONING SHALL BE STAMPED AT 500' INTERVALS ON EACH OUTSIDE MAINLINE SHOULDER AS SHOWN GENERAL NOTES ttPICAL© AND® JOINT SPACING �— 15• 2 m �15'---15'----15'�^15'--^IS'^ 24 12' I.' THIS STANDARD PLAN ODES NO APPLY TO THIN CONCRETE OVERLAYS (WHITETOPPING). r 1 2. LOCATE TO JOINT AT A © JOINT OR A MINIMUM OF 2 FT. FROM A © JOINT. 4 me. —� C C APPROACH SHOUL ER C C C C C T 3. THIS JOINT LAYOUT SHALL BE USED AS A STANDARD FOR THE JOINT LAYOUT FOR THE PROJECT. C STAB 15• IF THE CONTRACTOR PROPOSES VARIATIONS FROM THIS STANDARD OR THE PROJECT HAS UNUSUAL OR E IRREGULAR CONDITIONS NOT COVERED HEREIN. THE CONTRACTOR SHALL PREPARE A PAVEMENT JOINT LAYOUT FOR APPROVAL BY THE ENGINEER. SLABS 14 FT. IN WIDTH SHALL BE CONSTRUCTED ONLY WHERE HIGH NUMERALS DESIGNATED ON THE PLANS. SEE BRIDGE PLANS FOR 12' TIE BARB 30 18•CTRS. DEIFIES OF SLAB AND 15" JOINT — CTRS. 4. WHEN A CONTINUOUS WIDTH OF PAVEMENT IS POURED WIDER THAN 40 FT., THE JOINT NEAREST E THE CENTERLINE SHALL BE AN UNTIED O JOINT. BRIDGE DECK ® 5. ON 4 LANE DIVIDED HIGHWAYS, THE 2 LANE DIRECTIONAL PAVEMENT AND BOTH SHOULDERS SHALL BE PLACED 12 90' T WITH Q LONGITUDINAL SAWED CONTRACTION JOINTS. IS 6. ON VARIABLE WIDTH SLABS, THE 2 FT. OR 4 FT. END OF STAR WIDTH DIMENSION MAY VARY t6 INCHES. C ULD R C C C C C E C C 7. T TO BE USED WHEN TRAFFIC LANE IS ADDED SEPARATELY OR FOR TAPERS OR SPEED CHANCE LANES. ALTERNATIVE L NGITUDINAL JOINT LOCATIONS AT SPEED CHANCE LANE MAY BE USED IF APPROVED. TYPICAL JOINT LAYOUT FOR DIRECTION OF TRAVEL I`15— I CONCRETE ROADWAY WITH CONCRETE SHO JI DFRS JOINT LEGEND C C SHOULDER A A 66 HOR42 N? ♦ 16 n. 14' HORIZ. —1 I TRANSLATION FROM EDGE OF SHOULDER Iso ;� by /L TRAFFIC O FLOW T 2 VERTICAL 12 VERTICAL SKEW �1 128 102 i0 DOWELS D 50 12 ♦ 42 la s HKEW SKEW T IS PAVEMENT THICKNESS FROM PLANS c c SHOULDER PLAN VIEW SECTION A -A SECTION A -A SHOWING HORIZ., HORIZ. TRANSLATION, SHOWING VERTICAL TOLERANCE SHOWING VERTICAL SKEW TOLERANCE DOWEL BAR DETAIL AND HORIZ. SKEW TOLERANCES FOR n JOINT WITH 14 FT AND 12 FT LANES DETAILS ILLUSTRATING DOWEL PLACEMENT TOLERANCES SEE SUBSECTION 412.13(b)2 FOR ALLOWED TOLERANCE VALUES. ALTDIMENSIONS i30 BARS DIMENSIONS (SEE NOTE 3) RS 1 I n 1 OOIff"i'i OI'Id OIO i 1�O ®, EI����O0;1 RURAL TWO-LANE —�C TRANSVERSE CONTRACTION U LONGITUDINAL CONSTRUCTION DOWELED TRANSVERSE CONTRACTION L E LONGITUDINAL CONSTRUCTION OR LONGITUDNAL CONTRACTIONI TRANSVERSE CONSTRUCTION MULTI—UArvc enUn JreeU L,nHrvlrL LHINL ANU I-TJNT K I �HUULQEK1 AND SPEED CHANGE DIMENSIONING FOR i ONLY. SEE PUNS ;TRIPING LOCATIONS. 11 RAMP AND SPEED CHANGE ,,RAMP DIMENSIONING FOR JOINTS ONLY. SEE PLANS FOR STRIPING LOCATIONS. ALTERNATIVE DIMENSIONS (SEE NOTE 3) C SHOULDER OC t4' OR 12' DC 12' 12' H U OPTIONAL ON IT DINA OINT IN CENTER FOR SINGLE LANE SPEED CHANGE LANE Computer File Information Sheet Revisions Creation Dale: 07/04/06 IniliOIS: SIR Oote: Comments Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Lost Modification Dole: 07/04/06 Initials: LTA ® 4201 East Arkansas Avenue DOT Denver, Colorado 80222 - roll Path:wv.w.dot.state.co.us/DesignSupport/ t� __ Phone (303) 7-9083 PAVEMENT JOINTS M-412-1 Crowing File Name: 412010105 rM Fax: (303) 757-9820 CAD Ver.: Microstotion V8 Scale: Not to Scale Units: English Q� Project Development Branch SRJ/LTA Issued By: Project Development Branch on July 04, 2006 Sheet No. 1 of 5 JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) -© TRANSVERSE CONTRACTION LONGITUDINAL CONSTRUCTION DOWELED TRANSVERSE CONTRACTION L E LONGITUDINAL CONSTRUCTION OR LONGITUDINAL CONTRACTION TRANSVERSE CONSTRUCTION a MULTI —LANE WITH ACCELERATION AND DECELERATION LANES AND CONCRETE SHOULDERS ALTERNATIVE DIMENSIONS (SEE NOTE 3) 1 SHOULDER 14' OR 12' 12' 12' Computer File Information ® ® l'� Sheet Revisions Colorado Deportment of Transportation 4201 East Arkansas Avenue DOT Denver, Colorado 60222 Phone: (303) 757-9083 Fox: (303) 757-9820 Pro ect Development Branch SRJ LTA f p CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Dole: 07/04/06 Initials: SJR Dole: Comments Lost Modification Date: 07/04/De Initials: ETA M-412-1 Full Palh: www.doL sto te.ca.us/OesignSupport/ Path: Drawing File Nome: 412010205.dwg Issued BY Project Development Branch on Jul 04, 2006 1 P Y Sheet No. 2 of 5 CAD Ver.: MicroStation v8 Scale: Not to Scale units: English = r M saris gar r r ere M M M ■so M r M M ear ear seas M M M = M M = ® M � M M M M M ® ® M -- I 011 W 2TYP OPEN CENTER CLOSED CENTER CUL—DE—SAC INLET OR NAJ HOLE JOINT IS NOT REQUIRED IF CURB AND — CUTTER IS POURED MONOLITHICALLY WITH ADJACENT LANE. A # A I SHOWS I I CURB AND SHOWS # DC GUTTER INTEGRAL JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) A ExPANS10N _ C TRANSVERSE CONTRACTION LONGITUDINAL - U CONSTRUCTION Dry DOWELED TRANSVERSE CONTRACTION LONGITUDINAL lJ CONTRACTION LONGITUDINAL CONSTRUCTION CONSTRUCTION J # U CURB # E E � T-05 %' E%PANSION JOINT FILLER HMA NOTES I. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HAVE A MAXIMUM SPACING OF 12 FT.-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB AND GUTTER). 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR CURB AND CUTTER. # 3. PLACE % IN. MIN. EXPANSION JOINT FILLER IN TOP 6 IN, OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. 4. THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON THE PLANS, SELECT AND USE A BOND BREAKER AT INLETS, MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES SHALL NOT REQUIRE A BOND BREAKER. 5, WHERE A LONGITUDINAL JOINT PASSES LESS THAN I FT, FROM A CAST -IN -PAVEMENT MANHOLE OR SIMILAR SIZE STRUCTURE, A TYPICAL 2 FT. RADIAL JOINT, AS SHOWN IN THE DETAILS, SHALL BE USED. 6. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST 4 FT. AWAY FROM THE EDGE OF CIRCULAR MANHOLES. SEE CURB INLET BOXOUT DETAIL ON SHEET S. PERMISSIBLE ALTERNATIVE INLET JOINTS WITH OR MANHOLE SMALL RADII C 16' 8 NININUN 12' MA%., CONC. 6' HICK OR LESS 2' ! fi' IYP� 15' MAX., CONE OVER 6' THICK CURB INLET A BOXOUT / # (SEE DETAIL ON 2' SHEET 5) T MIN. / - MAX. T 2 TYP - (-i #L CURB INLET BOXOUT (SEE DETAIL ON ' # TYP. # 2' k 6' TYP. SHEET 5) # INTEGRAL # E ROUNDING OF ANGLE BY CURB INLET OR FORMING OR SLIPFORM PAVING MANHOLE # PERMISSIBLE. MAY BE ALIGNED WITH FRONT OR BACK OF CURB. HMA PAVEMENT TYPICAL CURBED PAVEMENT JOINT LAYOUT Computer File Inform Sheet Revisions Inion Creation Dote: 07/04/O6 Initials: Oate: Comments Colorodo Deportment of Tronsportation CONCRETE STANDARD PLAN NO. LSJRTA Last Modification Dote: 07/04/06 In idols: LTA ® Dent East orkonsas Avenue DST Denver, Colorado 80222 Full Path: www.dotstote.co.us/DesignSupport/ ® �� Phone: (303) 757-9083 PAVEMENT JOINTS M-412-1 Growing File Name: 412010305.dwg (� r ; � Fa.: (303) 757-9820 CAD Ver.: MicroStation V8 Scale: Not to Scale Units! English Project Development Bronch SRJ/LTA issued By. Project Development Branch on July 04, 2006 Sheet No. 3 of 5 1 Said S<.l " 1 r Tt1 Va'Lue receL',/'ed, e and a_p ... reels --hat no or L,:mt3, i:Y.":....__.zl ._.. ... or ....,, i.,._.... n .. ... �. �' c; t..et...s of, the Ag'rt?e;lent c.r to the Wor_, t3 be nej.iC.??.Tned ' )pv_ z ': C7 n ar_companyngt C e d n y ,7 a fe �_a " y hl s bo . d.J tend it o s hereby waive Vn no,tJL.ce:' c.t ?:: suchchange, exte. 5iol—. J` e..te^.e,,. a_,':.E"".Y�..i::on- or .�....ul:t or. _... to he terms s_•c..h �-'aree en �.v flile ,. . -f t .... J _. 'to FF r.::?`.=1Lu, FL.'1RE" h a t no fmnetu? erz, W b e t werC r e 0,1, N = :e ('C' 3...,.'RACrI'OR K`i.i3i:.11 the r ghit of any :bex' efi ..°'•`Y, i"'h i..,f' PR, ?Tvt. DED, FTJRTEI R, that the .S>a._C't.y C..07.I1j.7c`1ny -irwst .-e o L. ;In.,„..,i::::. ' .Jie State C_;t C...., ra dco di..", be . _:e€p!1' ?..:I.e.e --o !< .iiN,..'.; IN WIIIN wS W:1F.RF0F'J : ..�tru:ie.n,t .5 ;Y': t<€a C: iu r.. eac,a one of r>+'h ,... sr.a l be ..f:'i?Iied _in i o r :gi ;'��..r i?;....24tiY�:3v C.i` May } a, 4 -r'ENC j a... l� ._....l,._� _ _.....__. . ............ . . OF.- ........... _ _._.._.._.._ 'Surely Sea! Principal Vogel Concrete Inc. By.... D 6330 S. College Ave. Fort Collins, CO 80525 i 1 Other Partners surety Contractors Bonding and Insurance Company } A T5300 arkway, Suite 490 ; `���� By Green Village, Village, CO 80111 =�p��0 Ar�O/NSG���i _...._......_______ ___.._.........___.....__......... tr cire 5 POq NOTE: Date of Bond must~ not be prior to date of Agreement, ' If .CONTRACTOR is Partnership, all partners should execute :Bond. 1 ' . 91 (". 0 oP Y 7979 = ff �. - f�e, �SHINVj JOINT LEGEND NOT (SEE SHEET 5 FOR JOINT DETAILS) 1. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HAVE MAXIMUM SPACING OF 12 FT.-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB AND GUTTER). A EXPANSION 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERLINE OF PAVEMENT AND EXTEND THROUGH THE CURB OR TRANSVERSE CURB AND GUTTER. C CONTRACTION # 1 3. PLACE IN. MIN. EXPANSION JOINT FILLER IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. LONGITUDINAL 4. THE CONTRACTOR SHALL. UNLESS OTHERWISE SHOWN ON THE PLANS, SELECT AND USE A BOND BREAKER lJ CONSTRUCTION AT INLETS, MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES DOWELED TRANSVERSE 00 NOT REQUIRE A BOND BREAKER. CONTRACTION 5. WHERE A LONGITUDINAL JOINT WOULD PASS LESS THAN 1 FT. FROM A CAST -IN -PAVEMENT MANHOLE OR SIMILAR SIZE LONGITUDINAL STRUCTURE, A TYPICAL 2 FT. RADIAL JOINT, AS SHOWN IN THE DETAILS, SHALL BE USED. E CONTRACTION 6. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE Al LEAST LONGITUDINAL 4 FT. AWAY FROM THE EDGE OF CIRCULAR MANHOLES. SEE CURB INLET 80XOUT DETAIL ON SHEET 5. L CONSTRUCTION # # T TRANSVERSE CONSTRUCTION A SHOWS D OR O CURB AND 0C L7 C GUTTER SHOULDER DC F L1 1 # L I" # AN EXTRA JOINT SHALL BE PLACED HERE (TYP.), WHEN THERE SHOULDER C D IS MORE THAN A 12 FT CAP BETWEEN A JOINT LOCATED AT A _ AN EXTRA JOINT SHALL BE PLACED HERE (TYP.), WHEN THERE C _ _ CURB BREAK POINT AND THE PREVIOUS JOINT IS MORE THAN A 12 FT, GAP BETWEEN A JOINT LOCATED AT C # # # # CURB BREAK POINT SHOULDER A CURB BREAK POINT AND THE PREVIOUS JOINT CURB BREAK POINT # I t DC L T # # SHOULDER C # # # # EXPANSION MATERIAL AT C SHOWS C BREAK IN CURB ALIGNMENT (TYP.) CURB AND GUTTER D OR OE HMA PAVEMENT MULTI —LANE INTERSECTION WITH SPEED CHANGE LANE AND CONCRETE SHOULDERS Computer File Information ® ® Sheet Revisions Colorado Deportment of Transportation 4201 East Arkansas Avenue °°T Denver, a 80222 (303) �=_ Phone: (303) 757-9083 �...,.,,, Fa.: (303) 757-9820 Project Development Brunch ) p SRJ LTA / CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Dole: 07/04/06 Initiols: SJR Dote: Comments Lost Modification Date: 07/04/Initials: LTA M-412-1 Full Path: www.dot.stote.co,us/DesignSupport/ Drawing File Nome: 412010405.dwg Issued B Project Development Branch on Jul 04, 2006 Y ) P Y Sheet No. 4 of 5 CAD Ver.: MicroSlalion V8 Stale: Not to Scale Units: English M r M M M M M M o M M M r® M� M M M = ® = ® ® ® M APPROACH II CONCRETE 51A8 JOINT n ° ROADWAY SUB 12 r SEE BRIDGE PLAN FOR DESIGN 3'— 5' 1 13RIDGE APPROACH '/.•BELOW SURFACE V SCNEE sEgANi P30* TCT 1 PREFORMED T/2 TIE BARS DINT L MATERIAL ' TRANSVERSE LONGITUDINAL EXPANSION JOINT CONTRACTION JOINT CONTRACTION JOINT (TRANSVERSE WEAKENED (LONGITUDINAL WEAKENED PLANE JOINT) PLANE JOINT) THE TRANSVERSE JOINT IN \ MONOLITHIC CURB AND CUTTER SHALL BE SAWED i0 THE SAME DEPTH AS THE PAVEMENT. BOTTOM OF SAW CUT L Ti2 4 T a I-L 2;z ' A• O LONGITUDINAL CONSTRUCTION JOINT Y USE ONLY IF T 2 B IN. FORM ONLY FEMALE KEYWAY iE° LONGITUDINAL CONSTRUCTION JOINT * t USE ONLY IF i < 8 IN NOTE PAVEMENT THICKNESS (T), SHALL BE AS SHOWN ON THE PLANS. DOWEL BAR PAVEMENT THICKNESS (T) TIE BAR SIZE DIAMETER T < 8 IN. No. 4 1 IN. 8 IN. > T < 10 IN. No. 5 1.25 IN. 10 IN. > T 5 15 IN. / No. 6 1.50 IN. REINFORCING SIZE TABLE 9 BOND D BREAKER LESS R 0 TEHAN 12' � 12• MIW "C 1 OOR i0 C @ORQE INTEGRAL CURB A A INLET OR MANHOLE . CAST IN PAVEMENT A KEYWAY IS ALLOWED TO - 30•:CTRS. FACILITATE USE OF BENT —_rilE GRADE 40 TIE BARS OR r APPROVED TWO PIECE ,15 IS CONNECTORSr 7 T/2 I a•t8• CTRS. a - L TIE BARS, . r�2 12• MIN INSTALL TRANSVERSE JOINT AT 1 D C BOTH 8 XOUT CORNERS IF © O C BOXOUT IS 8 FT. OR LONGER. g' MIN. APRON LONGITUDINAL RECESS CONSTRUCTION JOINT TRANSVERSE CONSTRUCTION JOINT CURB INLET BOXOUT INLET OR 4:1 TAPER MANHOLE LV2 JOINT SEALANT i0 MEET APRON i (SEE JOINT OA DETAIL)MIN SEE DOWEL SPACING BONO BREAKER '/aRECESSSECTION A —A IN TRAVEL LANES INLET ORON THE PLANS. .1' M N. y• �fi MANHOLE iT/34:1iPPFR TO MEET i/2 STRUCTURE RIGID WELDED Jae' DLA. BACKEK ROD ASSEMBLY SECTION B—B OC BOND BREAKER SHALL BE COMPOSED OF PLASTIC SHEET, BUILDING PAPER OR OTHER APPROVED DOWELED TRANSVERSE SEAL AT SHALL BE EAT FOR LONGITUDINAL JOINTS MATERIAL THAT PREVENTS BONDING. ALONG SLABS 14 FT. IN WIDTH. CONTRACTION JOINT CONSTRUCTION JOINT SAWED JOINT Computer File Information Sheet Revisions Colorodo Deportment of Tronsportotion CONCRETE STANDARD PLAN NO. Creation Dole: 07/04/06 Initials: SJR ® Dale: Comments 4201 East Arkonsos Avenue Lost Modukation Dote: 07/04/05 Initials: LTA I.DOT Denver, Colorado 80222 Full Path: ...Ldotstote.co.us/Desi nSupport/ ® �� Phone: (303) 757-9083 PAVEMENT JOINTS M-412-1 Drawing File Name: 412010505.dwg ® 0,,` Fax: (303) 757-9820 CAD Vec: MicroSlotion V8 Scale: Not to Scale Units: English Project Development Bronch SRJ/LTA issued By. Project Development Branch on July 04, 2006 Sheet No. 5 of 5 SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF EVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) New Construction Activities for Municipalities 1 of 2 Street, Curb, and Gutter Replacement and Construction 1 of 3 Street, Curb, and Gutter Maintenance 1 of 3 Spill Prevention and Response 1 of 4 Utility and Storm Sewer System Maintenance 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 2 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 RrA=7 25"MZ':".'7f'F7M Information New construction Activities for For More Name Municipalities Address City, State Description Phone This fact sheet covers new construction activities disturbing less e-mail than one acre not subject to a CDPS Construction permit. New Possible Pollutants construction includes, but is not limited to buildings, structures, capital improvements, roadways, and recreational components Sediment such as trails, restrooms, and other structures. Procedures Chemicals provided are general in nature and can be applied to any scale Organics or type of municipal construction. Trash When services are contracted, this written procedure should be Good Housekeeping provided to the contractor so they have the proper operational Waste Management procedures. In addition, the contract should specify that the Employee/Contractor Training contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Proper Cleanup and Disposal Procedures Procedures Related Procedures Obtain all applicable federal, state, and local permits for Heavy Equipment and Vehicle construction projects. Maintenance ■ The Colorado Stormwater Construction General Parks and Open Space Maintenance permit applies to construction sites disturbing one acre or more, or less than one acre but part of a larger Spill Prevention and Response common plan of development. Street, Curb, and Gutter Replacement and A larger common plan of development is defined as Construction a contiguous area where multiple separate and Utilities and Storm Sewer distinct construction activities may be taking place at System Replacement and different times on different schedules under one ' Construction plan. Vehicle Fueling ■ A dewatering permit may be required if construction activities require the removal and discharge of ' groundwater offsite. ■ A U.S. Army Corp of Engineers (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 i traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be Page 1 of 2 installed and maintained in accordance with approved design criteria and/or industry standards. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. • Where feasible, grading activities should be scheduled during dry weather. • Best management practices will be periodically inspected and maintained as necessary. • Waste containment for concrete washout, masonry, paint, trash and other potential pollutants will be available when these activities are being conducted. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Employee Training Train applicable employees who perform new construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform new construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Cihj of Centennial SOP: New Construction SOP, August 2007. Mesa County, Municipal Operations and Maintenance Prograni, July 2005. Page 2 of 2 s Yix �� a., _ a.� �. �+,+n en.0 .; •tea �xin,>-R �: .".'•X,ts. _ls Street, Curb, and Gutter For More Information Name Replacement and Address Construction City, State Phone Description e-mail Procedures involving the replacement and Possible Pollutants construction of streets, curbs, and gutters have the Fine-grained sediment potential to impact stormwater quality. Materials Organics involved in these activities should be used efficiently and disposed of properly. Oil Saw -cut slurry When services are contracted, this written procedure Trash should be provided to the contractor so they have the Good Housekeeping proper operational procedures. In addition, the Dumpster/Waste 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 3 • Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and/or industry standards. When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. • Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Sweep or vacuum the roadway as needed, during construction and once construction is complete. • Best management practices will be periodically inspected and maintained as necessary. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Bridge Construction Do not transfer or load any materials directly over waterways. • Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Work Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. Page 2 of 3 • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work • Control the placement of road base or asphalt used in embankments or shoulder backing; do not allow these materials to fall into any storm drain or watercourses. • Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid waste. Painting and Striping • If possible, schedule painting and striping projects during dry weather. • Use thermoplastic or epoxy markings in place of paint whenever feasible. • Use care to prevent splashing or spilling of any liquid material. Follow the Spill Prevention and Response procedure should a spill occur. Employee Training • Train applicable employees who perform street, curb, and gutter construction on this written procedure. Information regarding how to avoid and report spills will be �. presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter construction. Records The following records could be used to document activities performed: ' Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources ' Concrete truck washout BMP specifications. Gravel road maintenance procedures. 11 Page 3 of 3 y V-- Owl" Street, Curb, and Gutter For More Information Name Maintenance Address City, State Description Phone Street, curb, and gutter activities include concrete and e-mail asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and Possible Pollutants striping. Procedures involving the maintenance of Fine-grained sediment streets, curbs, and gutters have the potential to impact Organics stormwater quality. Materials involved in these Oil activities should be used efficiently and disposed of Saw -cut slurry properly. Trash When services are contracted, this written procedure Good Housekeeping should be provided to the contractor so they have the Dumpster/Waste Management proper operational procedures. In addition, the Employee/Contractor Training contract should specify that the contractor is Proper cleanup and disposal responsible for abiding by all applicable municipal, procedures state, and federal codes, laws, and regulations. Dry cleaning methods Procedures Related Procedures General Spill Prevention and Response • Protect storm drain inlets and drains with curb Street Sweeping socks, rock berms, inlet protection, or drain Street Sweeper Cleaning and covers/mats prior to any maintenance activity. Waste . When saw cutting ensure that no slurry enters the storm drain, let the slurry dry, sweep it up, and properly dispose of the sweepings. • Do not perform concrete or asphalt patch work during wet conditions whenever possible. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Monitor equipment for leaks and use drip pans as necessary. • Sweep or vacuum the roadway once maintenance activities are complete. Page 1 of 3 1 Bridge Maintenance • Do not transfer or load any materials directly over waterways. • Secure lids and caps on all containers when on bridges. • Suspend drop cloths or nets below any bridgework where wastes, scraps; or drips might be spilled into a waterway. Concrete Maintenance • Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Maintenance • Sweep to minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks. • Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments or shoulder backing to enter any storm drain or watercourses. Apply temporary perimeter controls. Install silt fence until the structure is stabilized or permanent controls are in place. • Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste. • Drainage inlet structures shall be covered with inlet protection during application of Qseal coat, tack coat, slurry seal, and/or fog seal. Painting and Striping If possible, schedule painting and striping projects during dry weather. • Use thermoplastic or epoxy markings in place of paint whenever feasible. • The pre -heater for thermoplastic striping and the melting tanks used during pavement marking must be filled carefully to prevent splashing or spilling of materials. Leave 6 inches at the top of pre -heater and the melting tanks to allow room for material to move and splash when vehicles are deadheaded. Employee Training • Train applicable employees who perform street, curb, and gutter maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Q • Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter maintenance. a Records The following records could be used to document activities performed: CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages 00300 Bid Form 00300-1 - 00300-3 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS 7/96 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page 1 • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. 0 Page 3 of 3 For More Information Spill Prevention and Name Response Address City, State Description Phone Due to the type of work and the materials involved, many e-mail activities that occur either at a municipal facility or as part Possible Pollutants of municipal operations have the potential for accidental spills. Some municipal facilities operate under Spill Chemicals Prevention Control and Countermeasures (SPCC) plans Toxics that include procedures for spill response. Proper spill Oil Paint response planning and preparation enables employees and contractors to effectively respond to problems and Fuel minimize the discharge of pollutants to the storm sewer Good Housekeeping system. Waste Management When services are contracted, this written procedure should be provided to the contractor so they have the Employee/Contractor Training proper operational procedures. In addition, the contract Proper cleanup and disposal should specify that the contractor is responsible for procedures abiding by all applicable municipal, state, and federal Related Procedures Fertilizer, Pesticide, and codes, laws, and regulations. Herbicide Application Procedures Heavy Equipment and Vehicle Spill Prevention Maintenance . Keep work areas neat and well organized. Material Storage Materials Management Maintain a Material Safety Data Sheet (MSDS) for each hazardous chemical. Follow the Outdoor Outdoor Vehicle Maintenance Material Storage procedures. Vehicle Fueling Provide tight fitting lids for all containers. Keep containers clearly labeled. Labels should provide name and type of substance, stock number, 0 expiration date, health hazards, handling suggestions, and first aid information. Dtraffic Store containers, drums, and bags away from direct routes to prevent accidental spills. Inspect storage containers regularly for signs of leaking or deterioration. Replace or repair leaking storage containers. . Use care to avoid spills when transferring materials a from one container to another. Page 1 of 4 Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment. Do not wash down or hose down any outdoor work areas or trash/waste container storage areas except where wash water is captured and discharged into the sanitary sewer (if approved). • Conduct periodic inspections to ensure that materials and equipment are being handled, disposed/ recycled, and stored correctly. • Provide adequate spill kits or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists. • Inspect each spill kit or locker regularly and after each spill response. Replace any spent supplies or repair any equipment that is worn or not suitable for service. • Stock adequate personal protective equipment. Spill Response Safety Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or sample an unknown substance. If a highly toxic or flammable substance is discovered, staff should leave the immediate area and contact the appropriate identified response authority, such as the fire department. If there is any question about a substance, contact the appropriate identified response authority or other designated representative. Procedures Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the storm sewer system and to minimize the area requiring cleanup. Determine the source of the spill and stop the spill at its source by closing a valve, plugging a leak, or setting a container upright. Transfer material from a damaged container. • Identify the material and volume spilled. Contact the appropriate identified . response authority or other designated representative if you cannot identify the material and its properties. • Refer to the MSDS to determine appropriate personal protective equipment, such as gloves and safety glasses and appropriate cleanup methods. Clean up spills immediately to prevent spreading of wastes by wind, rain, and vehicle traffic and potential safety hazards. Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and properly dispose of all clean-up materials. Use dry clean-up methods only. Complete all necessary reports. Page 2 of 4 Spill Reporting • A spill of any chemical, oil, petroleum product, or sewage that enters waters of the state of Colorado (that include surface water, ground water, and dry gullies and storm sewers leading to surface water) must be reported immediately to the Colorado Department of Public Health and Environment. • Release of a substance into a storm drain, or onto a parking lot or roadway as part of a storm sewer leading to surface water, is reportable. However, if the material can be contained and cleaned within the storm sewer system to the degree that a subsequent flow in the storm sewer will not flush the substance to waters of the State, it may not need to be reported. • Contact the appropriate identified response authority within the municipality or other designated representative and be prepared to provide details needed to report the spill to the necessary agencies. • Detailed spill reporting guidance can be found at http:/ /www.cdphe.state.co.us/op/wqcc/ Resources/Guidance/spillguidance.pdf and http://www.cdphe.state.co.us/hm/spillsandreleases.htm Employee Training • Train applicable employees who perform spill prevention and response on this written procedure. Information regarding how to avoid and report spills will be presented during the training. a. 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 Cihj of Centennial, Department of Public Works: Good Housekeeping, No Date. Cihj of Centennial, Department of Public Works: Materials Management, No Date. QCihj of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stormwater Qualihj Pollution Prevention Guide for Municipal Operations: Parks Department Golf Course, January 2004. City of Lafayette, Spill Clean Up, No Date. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMP: Spill Response and Prevention, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009. Page 4 of 4 For More Information Utility and Storm Sewer Name System Maintenance Address City, State Phone Description This procedure addresses utility and storm sewer system e-mail maintenance. Utilities include power, sanitary sewer, Possible Pollutants water conveyance systems, and the storm sewer system. Sediment Power includes electrical and gas utilities. Maintenance Nutrients of power may require excavation and reinstallation of Metals lines including open cut trenching or directional boring Hydrocarbons in landscaped areas or street right of way. Electrical and Trash gas line maintenance ensures services are provided to Good Housekeeping businesses and households without interruption. Waste Management The sanitary sewer system is cleaned as part of routine Employee/Contractor Training maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and Proper Cleanup and Disposal Procedures overflows may occur and can result in potential property y p p P ty damage and significant health concerns if not properly Related Procedures managed. Heavy Equipment and Vehicle Maintenance Water conveyance systems are flushed and pressure Parks and Open Space tested as part of routine maintenance. Potable water Maintenance systems must be properly maintained to ensure delivery 0 Spill Prevention and Response of water that meets State and Federal health standards. Failures result in water main breaks that can cause Street, Curb, and Gutter Replacement and property damage including erosion. 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 1 Procedures General • Conduct routine inspection and maintenance on utility and storm sewer systems. • Where feasible, schedule maintenance activities during dry weather. • Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed. • Wash and fuel the jet/vacuum truck per the Heavy Equipment/Vehicle Maintenance procedure. • Properly dispose of vac truck contents. • Stay alert for any signs of illicit discharges. This includes "dry weather" flows or pipes or hoses emptying directly into waterways or the storm sewer system. • Report any suspicious discharges or dumping to your supervisor. Electrical and Gas Utility Maintenance To prevent sediment, mud and particles generated by power utility maintenance from entering the stormwater system implement inlet protection, perimeter control, street sweeping, vehicle tracking control, stockpile management and material management BMPs. Restore landscaped or hardscaped areas promptly. Potable Water Line Flushing Remove any debris from the gutter that could wash away with the water. If possible, sweep the flow line before flushing the line. Direct the water so that it is not flowing over exposed soil areas in order to minimize erosion. Water Line Breaks Contain spoils by building berms or installing rock socks around the area of disturbance. • Dewater the excavation by using a vac truck. • Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a water truck, through a dechlorinating diffuser, or other method of dechlorination. • Remove sediment from the street, curb, gutter and storm inlets as needed immediately following the repair. • Where needed, install a temporary patch or repave as soon as practicable following the repair. • If necessary, revegetate areas as soon as practicable following the repair. Sanitary Sewer Backup Clear line stoppage to prevent backup into house basements and manhole overflows Page 2 of 4 I Contain overflows by using emergency generator, pump and/or a vac truck to intercept flows. It may be necessary to construct additional containment. Clean up spills by washing and vacuuming the affected areas. Lime may need to be applied for disinfection of affected areas. Lime must be removed once disinfection is complete. Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts Clean storm sewer system by manual cleaning or jetting the pipes using a jet/vacuum truck to remove the material. Do not temporarily store collected storm system cleaning debris adjacent to any surface water, storm drain inlet, or drainageway. • Storm sewer system maintenance wastes may be either non -hazardous or hazardous. Solid non -hazardous waste may be disposed in a sanitary landfill or recycled. Liquid non -hazardous waste must be evaporated before disposing of it into the landfill or discharged to the sanitary sewer system with the approval of the local wastewater treatment plant. Hazardous waste, as defined under Colorado Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of at a permitted disposal or treatment facility. • Replace or maintain "no dumping" stencils or plaques as necessary. Remove trash from trash racks and grated openings. Detention and Retention Ponds Inspect the outlet works and remove trash or vegetation from the trash racks and grates. Inspect side slopes of the pond for erosion and reestablish vegetation as needed. Remove and service fountains and aerator motors as recommended. Report any suspected water quality problems such as a change in growth or 0 appearance of vegetation. Report excessive sediment accumulation, standing water beyond the designed drain down time or damage requiring additional maintenance. Drainageways Drainageways include drainage channels, ditches, grass swales, and washes. a. Inspect drainageways for erosion and repair if necessary. Remove and properly dispose of trash and debris from the drainageways. Remove �. sediment which could impede flow in drainageways. . Leave an unmown buffer when mowing to drainageways filter adjacent to pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply landscape chemicals in the buffer area. Page 3 of 4 Employee Training • Train applicable employees who perform utility and storm sewer system activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform utility and storm sewer system activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden 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. Cihj of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sezoer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Optional Additional Resources Municipal codes and ordinances that relate to utility or storm sewer system maintenance. Inspection and maintenance frequency plan for the storm sewer system. Specific instructions on how to operate applicable equipment. Instructions on how to track the amount of debris collected. Treated Water Discharge Plans for potable water maintenance. Page 4 of 4 I y. . y; � c rz3rw• a^n an ,r`-T*s. r � •, �a: ,:.,. � +�`.:: .3. �r w�a t. ��,, � � �'� ,�• , t �; � a 't�"�r�s� � ..Y � , .:-, ,� r�..-t `�� �'a,,�*� �� �"� ` r" ���'�'�" < M� t;�� :? asp , �`���";�i Information Utility and Storm Sewer For More Name System Replacement and Address Construction City, State Phone e-mail Description , This procedure covers utility and storm sewer system Possible Pollutants Sediment replacement and construction. Utilities include power, storm sewer, sanitary sewer, water conveyance systems. Chemicals When services are contracted, this written procedure Organics should be provided to the contractor so they have the Trash proper operational procedures. In addition, the contract Good Housekeeping should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal Waste Management codes, laws, and regulations. Employee/Contractor Training Proper Cleanup and Disposal Procedures Procedures General Related Procedures Obtain all applicable federal, state, and local Heavy Equipment and Vehicle permits for construction projects. Maintenance Parks and Open Space The Colorado Stormwater Construction Maintenance General permit applies to construction sites Spill Prevention and Response disturbing one acre or more, or less than one acre but part of a larger common plan of Street, Curb, and Gutter development. Replacement and OConstruction A larger common plan of development is Utilities and Storm Sewer defined as a contiguous area where multiple System Replacement and Construction separate and distinct construction activities a may be taking place at different times on Vehicle Fueling different schedules under one plan. ■ A dewatering permit may be required if 0 construction activities require the removal and discharge of groundwater offsite. 0 ■ 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. _iC40R CERTIFICATE OF LIABILITY INSURANCE OP ID xx DATE (IdMlDDM'1'Y) VOGEL-1 01/05/10 DDUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE LBN Insurance Agcy-Johnstown HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 4848 Thompson Pkwy, Ste 200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Johnstown CO 80534 Phone: 970-635-9400 Fax:970-635-9401 INSURERS AFFORDING COVERAGE NAIC# INSURED nIsuP,_r.l• _ Pinnacol Assurance 41190 _ R Auto -Owners Insurance Co. 18988 ------------------- — Vogel Concrete, Inc. 63 0 S College Ave nc::u'Er,D. Fort Collins CO 80525-4044---------------- - --_ INSUPi=R F_ COVERAGES 11IE P! �l IrIL-- 01- IN'.'URANCI._ L : ICU I+EL_.J I VVVF L,LLId I;':_ IFD 1011-IC IN I I CNPIA T ,"LP,YVE "'R II IL P-LI_, PCF`ICC JJCiIC/,IED. N,1T`JVI I I IS! AND I NC+ ANY REQUIPEME1d1 TEEM A= I1C4•I " o Af IY COPJTF 4-T CQ-' �)[ iEr: Ll('^"_! ILl II'r',I III LL �'E'_T T _, e^vi1P,:H INI_ CERNFI ..41E MA)" BE 156UED OR MAY PERTAIN. 111E INSURANCE P-.I 1 _A.DED L''( THE F�LLI _IE- I:�ES.�6Jf+L"D I CPF PI I;; _1-1'JL ITHE II Rh!b L`. r;LUGI I,C ANC CONUIl )rJ5. OF SUCI-I P, LICK- r,. _ F,'E3ATF LIMITS -I- NV I MA" L;`. rE UEFH L La -ICED EIY FAI! -------- -----------------------PZIIIt;FEFFECTIV'E- POL1C`� EXPIRAT1OTl� LTR NSR TYPE OF INSURANCE POLICY NUMBER (DATE (tAM'DDiI'1'Yl') 1DATE (61M;DD/1",1'1') LIMITS GE14ERAL LIABILITY FA'H-URFEILF $ 1000000 B X conlllre�i/LGEr1Eh�Ll-fPFn1r+ LAII1-- Mi' 'E I� =I -IF, 74006127 - 01/17/10 01/17/11 f - FPEMI L LYoo w,,: , �1 IEEE Ex ,Any ne person) s 300000 $ 10000 PER'SOMP.L eADV INJURY $ 1000000 X bink addl ins �VENERAL. AGGREGATE '.t� 2000000 GEN'L LWFIAPPLIEc. F'ER PRODUCTS-COP,1PiOF AGG $2000000 RF'O- POLICY B AUTOMOBILE X LIABILITY ANYAUTo 4709905200 01/17/10 01/17/11 COMBINED SINGLE LIMIT (EairrtdPn`) ' {; 1000000 ALL OVJPJED AUTO` SCHEDULED AUTO:- . UODIL'r INJVR`r (per person) $ X X FIIF'ED .4UrOS NO(\LO�NrJED AUTi F, I BODILY IPIJLIR'r rF'er err-Ident) $ F'hOPER! (IUADA4GE (Per accidenq GARAGE LIABILITY AUTO ONLY - EA ACCIDEN I $ At-JY AllTi' N/A OTHER THAIJ FA A_C AUi001JLY. A,_C- $ -- — EXCESS lUMBRELLA LIABILITY � EACH 0O=IJRP.EIJCE $ riCCLIR 1:1 CLAIIA".: M. "E N/A AGGRE,=A.TL $ $ UEDUC116'LE � RETEN'n -,N :t I $ — A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY J AIJYPROPP. I ETORIPAPTNEF9E', ECUT1"E OFFIC ERIML MBER E%(CLU )-o'd 4102132 07/01/09 07/01/10 `I/O I - U - X 1C PY LIMI TS EF.' E EACH ACCIDENT L. EA - $100000 E.L. DISEASE - EA EMPLOYEE El DISEF..'E-GC1L 1�'r'LIMIT $ 100000 -- - T. 500000 (Mandatory!nhlH) I Yes. des:I inq under SRECIALPNr•✓Iz.Iohls OTHER DESCRIFTIOfJ OF OPERATIONS ; LOCATIOIJ^+ /VEHICLES / EXC LUSIOPIS ADDED By EhlOi?RSEr.1EPIT iSPECIAL PRO`,'ISIOPIS If required by written contract or written agreement, certificate holder is included as additional insured for ongoing operations under General Liability. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION FTCOLLI C'ATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAPS WRITTEN NOTICE TO 'FHE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO $O SHALL City of Ft. Collins IMPOSE NC; OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Purchasing Division 215 Mason Street REPRESENTATIVES. P.O. BOX 580 AU TT "iRIz ENTATIVE t. Collins, CO 80522-0580 �" ACORD 25 (2009/01) @ 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 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, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Where feasible, grading activities will be scheduled during dry weather. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Sweep or vacuum the roadway as needed, during construction and once construction is complete. Best management practices will be periodically inspected and maintained as necessary. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Emergency Repair and Replacement Emergency Discharges are defined as situations in which it is not possible to implement all of the available BMPs due to the uncontrolled nature of the discharge. The primary focus during these events is to identify and mitigate the cause as soon as possible. Clean up of resulting sediment or other pollutants will be performed as soon as practicable following the emergency. Refer to the Spill Prevention and Response procedure for reporting requirements. Page 2 of 3 I Employee Training • Train applicable employees who perform utility replacement and construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform utility replacement and construction activities. Records a 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. aCity of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stormwater Drainage Maintenance Plan, February 2008. 0 City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. a 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. 0 Partners for a Clean Environment, Storm Drain Maintenance, No date. 1 Page 3 of 3 0 City of Fort Collins Regulatory and Government Affairs Division City of 111- rt` - Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater Persons who will City staff who perform power washing, and their supervisor/manager. use this ESOP: A variety of City departments perform power washing. The employee Area of who power washes, and his/her supervisor/manager, will use the application: information in this SOP to guide their power washing, and supply purchasing, activities. Document I:\RGA Division\SOPs\ESOPs location: Revisions Rev. Date Description No. 001 002 Procedure Index 1.0 Purpose 2.0 Scope 3.0 Process 4.0 Training Requirements 5.0 References/Related Documents 6.0 Records Revision date: 10/19/2009 Page 1 of 3 City of Fort Collins Regulatory and Government Affairs Division City of F6rt Collins Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater I 1.0 Purpose fl 'l I I A 1.1 The purpose of this ESOP is to describe the appropriate methods of handling power washing wastewater. 2.0 Scope 2.1 The scope of this ESOP is limited to the description of the allowable methods of the disposal of power washing wastewater and the protection of the storm drainage system; the scope does not include specifics on how to power wash. 3.0 Process 3.1 Power washing wastewater must be prevented from running uncontrolled in the City's storm water system. The system includes streets, inlets, gutters, ponds, creeks, ditches, and the Poudre River. During the power washing activity, ensure the wastewater is controlled by the utilization of the natural slope of the land, or barriers such as inlet covers. 'Use of barriers on an impermeable surface also requires that the wastewater be vacuumed, collected, and disposed of properly. 3.2 General pollution prevention procedures: A. Use dry methods for surface pre -cleaning, such as using absorbent on small oil spots and sweeping up trash, debris, dirt, and used absorbent before power washing. B. Minimize the amount of water used during power washing activities. C. Avoid using cleaning products that contain hazardous substances (e.g., hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn wastewater into hazardous waste. 3.3 Prior to power washing, decide on one of the following methods of disposal: D. Landscape --power washing wastewater may be discharged to landscaped areas if the materials used and the material removed are not harmful to vegetation, there is no ponding, and there is no uncontrolled runoff to the stormwater system. E. Wastewater treatment system-- As long as the collected wastewater does not have an oil sheen, has a pH between 5 and 11, and does not contain any hazardous or toxic substances, the wastewater may be disposed of into the City's wastewater treatment system. x If you add anything to the wash water (ie—a cleaning agent) or if you have questions about the content of your power washing wastewater, Revision date: 10/19/2009 Page 2 of 3 City of Fort Collins Regulatory and Government Affairs Division FCityof 6rtCollins �. Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater please contact the industrial pretreatment office at 221-6938. _. Disposal into the City's wastewater treatment system may be done either by discharging directly to an inside drain, or by pump truck at the Drake wastewater treatment facility. Disposing by pump truck requires a waste hauler's permit, and a 5 cent/gallon fee will be charged. For fee information, or to obtain a permit, contact the industrial pretreatment office at 221-6938. F. Truck the waste to a different waste disposal facility. 3.4 Once wastewater has been collected, visible solids remaining in the collection area must be swept up to prevent future discharges to the storm drain. 3.5 A sewer manhole cover may not be removed for disposal to the wastewater system. 3.6 If you are working in an area that is serviced by a neighboring wastewater district, such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that district's industrial pretreatment coordinator before discharging to their system. 4.0 Training Requirements 4.1 The training requirement associated with this procedure is knowledge of the proper management of power washing wastewater. 5.0 References / Related Documents 5.1 http://www.cdphe.state.co.us/wg/PermitsUnit/PolicyandGuidance/powerwash.i)df 5.2 IARGA division\Illicit Discharge Program\Complaint Calls\pressure washing\City power washingguidance.pdf 6.0 Records 6.1 The following records could be used to document activities performed: Records of employee training with sign -in sheet. List of power washing activities and departments responsible for conducting power washing. Revision date: a 10/19/2009 Page 3 of 3 For More Information Ve h i C l e 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 Metals provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the Hydrocarbons contractor is responsible for abiding by all applicable municipal, Toxins Good Housekeeping state and federal codes, laws, and regulations. PrOC@dUl'@S Drip pans General Secondary containment ■ Fuel vehicles at approved locations (municipal fueling Automatic shutoff nozzles station or offsite fueling station). ® Signs ■ Provide spill kits near the municipal fueling location. ® Spill response plans Spill cleanup materials ■ If fuel is stored in an above -ground tank, store fuel in Dry cleanup methods enclosed, covered tanks with secondary containment (e.g., concrete barrier or double -walled tanks). Employee training Related Procedures ■ 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. Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly. Report leaking vehicles to fleet maintenance. Vehicle Fueling Follow all posted warnings. • Ensure that the nozzle is properly inserted in the filler neck of the vehicle before dispensing any fuel. • Remain by the fill nozzle while fueling to ensure the nozzle stays in place. • Do not top off the tank of the vehicle once the nozzle has shut off the fuel. • Follow the procedures outlined in the Spill Prevention and Response Procedure to respond to any leaks or spills. • Clean fuel dispensing areas with absorbent material. • Never use water to clean up a spill. Mobile Fuel Truck • Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain inlets when transferring fuel and fueling a vehicle. • Use secondary containment when transferring fuel from the tank truck to the fuel tank. All gas cans must be placed in the secondary containment box/pan and remain on the ground when fueling. • Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete, the funnel should be dried with a rag or placed in a container to avoid dripping fuel on the ground. Employee Training • Train applicable employees who fuel vehicles on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who fuel vehicles. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle Fueling, August 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Fueling, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMPs: Municipal Vehicle Fueling, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June 18, 2009. Page 2 of 3 .� .. .... .�i.y .ram ..� -.,. .� '•s�_.a : .. �i� F- — — : i,�:. fi.�" rc+�i E-x_�,;�r, d.�: ":dam „ - �`:`kE......,..«.:.:...Laaax,ee;�.rzt.^�.,.,.a�:kF�e4t',..�it , � .. �.?�.; �2�';75-iaa,+vlrait.."�'&`sus".f+f�'��."d,'S`Si^aiY?3',.��•.«.,,..nc'„a..�:.s.ro`.,, �ti;:�ji�.� �.R�&tm �%,`�'�C. s 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. r; I 1 I I Heavy Equipment and Vehicle For More Information Name Maintenance Address City, State Description Phone Regular maintenance of municipal vehicles and equipment, or e-mail municipality -contracted vehicles and equipment prolongs the life of the municipality's assets and prevents the leaking of hazardous Possible Pollutants fluids commonly associated with normal wear and tear of vehicles Metals and equipment. Toxins Potential pollutants generated at vehicle maintenance facilities Solvents (degreasers, paint include oil, antifreeze, brake fluid and cleaner, solvents, batteries thinners, etc.) and fuels. Antifreeze Brake fluid and brake pad dust When services are contracted, this written procedure should be Battery acid provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the Motor oil contractor is responsible for abiding by all applicable municipal, Fuel (gasoline, diesel, kerosene) state, and federal codes, laws, and regulations. Lubricating grease Good Housekeeping Procedures Maintenance activities should be performed inside a maintenance Drip pans building unless the equipment is too large to fit inside or Tarps temporary repairs need to be made before the equipment can be Covered outdoor storage areas moved to the maintenance building. Consult the Outdoor Fleet Secondary containment Maintenance procedure when it is necessary to perform repairs Proper disposal of used fluids outside of the facility (breakdowns, service calls, etc.). Spill cleanup materials Vehicle Storage Dry cleanup methods . Monitor vehicles and equipment closely for leaks and Employee training use drip pans as needed until repairs can be Related Procedures performed. Material Storage • When drip pans are used, check frequently to avoid overtopping and properly dispose of fluids. Outdoor Fleet Maintenance Spill Prevention and Response • Drain fluids from leaking or wrecked vehicles and Street Sweeper Cleaning and from motor parts as soon as possible. Dispose of fluids Waste properly. Vehicle Fueling Vehicle Washing Page 1 of 4 Vehicle Maintenance Conduct routine inspections of heavy equipment and vehicles to proactively identify potential maintenance needs. Perform routine preventive maintenance to ensure heavy equipment and vehicles are operating optimally. Recycle or dispose of all wastes properly and promptly. Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Body Repair and Painting Whenever possible, conduct all body repair and painting work indoors. Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight on the shop floor, then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer system. ' . Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size. ' . Do not use water to control over -spray or dust in the paint booth unless this wastewater is collected. This water should be treated and permission granted by the wastewater treatment plant prior to discharge into the sanitary sewer system. Do not dispose of spray gun cleaner waste in the storm drain. Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. ' Material Management Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. All hazardous wastes must be labeled and stored according to hazardous waste ' regulations. Carefully transfer fluids from collection devices to designated storage areas as soon as ' possible. Do not store the transferred fluids adjacent to the containers (for example, oil drip pans with used oil in them should not be placed next to the used oil tank). • Store new batteries securely to avoid breakage and acid spills. • Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. ' . Conduct periodic inspections of storage areas to detect possible leaks. ' Page 2 of 4 L �I SECTION 00635 ' CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) ' DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 2010 Renewal 6046 Concrete Maintenance Project 1 PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins ' CONTRACTOR: Vogel Concrete Inc. CONTRACT DATE: Mav 29, 2010 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be ' substantially completed on the above date. A tentative list of items to be completed or, corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. 1 ENGINEER AUTHORIZED REPRESENTATIVE DATE ' The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. 1 By CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: 7/96 AUTHORIZED REPRESENTATIVE DATE Section 00635 Page 1 Do not wash or hose down storage areas except where wash water will enter the sanitary sewer as an approved discharge. Use dry clean-up methods whenever possible. Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain. Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning • Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids. Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. When steam cleaning or pressure washing, only discharge wastewater to an oil/water separator connected to the sanitary sewer. When using solvents to clean parts, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the sanitary sewer or storm sewer. Vehicle and Equipment Washing Vehicles should be washed in the municipality's vehicle and equipment wash area/ or taken to a commercial car wash. Employee Training • Train applicable employees who perform heavy equipment and vehicle maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform heavy equipment and vehicle maintenance. Records The following records could be used to document activities performed: • Record of any major spills and the action taken. • Records of employee training with sign -in sheet. • Heavy equipment and vehicle maintenance logs Page 3 of 4 1 ' 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. Stornzwater 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. it Page 4 of 4 - Ym.�Y.`.._ ..r.�...._.... MM I. . .'- a'N- ?1G','oh�2:.`W,.....�i:..PkSR ...:Y.°. L' x _ d •. ' SECTION 03500 PROJECT MAPS ' In order of priority: S. Mason ' Paragon Point Southridge Greens Lemay Pennock Horsetooth Howes Street Stetson Creek Harmony Crossing Timber Creek ' Thunderbird Heights Lexington Green Silverplume I South Mason � N Z O Z L V Q � � � U 3 Ln vO z O U PAVILION LN L � F� Harmony Road Capital )A Improvement Project 0 c� z m W/ W HAR A Y RD E HARMONY RD J Q Z a O LF v�d� �713 c� iu 70 > oL Q uw Lu J OO Z U � O a� L U � O J � C W FAIRWAY LN FAIRWAY LN J O IL o Q ILJ Ln oPgRKWgy CIR N OQORONADOIC U 1 City of N Fort Collins Southridge Greens and Paragon Point Lemay * Pennock 4 Fm � ENIII.IME10101- z O �I m 1 > - z_ w tLi IZ __ m gh Latera Lw E drIZA6ETH 5T G' 'RFtE D-5� �RFIELD ST w / DWA DS T itkin to 1 F o � 3: F —W L K 5T LAKE E T u - z u E R05 ECT RD QOfAR Q Q w K[ R 5f� < rn S U PE T A UA/ I�N� ju D tu �� FRON AGE RD La Poudr e R)v--r MUREL ST `— o M qN Mi�� rmociJITE. Aror�. "grins 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 City of N Fort Collins Horsetooth * Silver Plume Area 1 1 1 1 1 1 1 1 1 1 1 1 1 a DAVIDSON DR W SWALLOW RD L')RA ST F510UX EFFINGIIAM T Q BLVD BEDPORD IR N z � m OTTAW CT � z N PERCE WAY O � Lo CASA GRANDE �- z Z N VD l Q O L o 00� O V JO In to °L J W_ = OG � �G� LLJ Q F- z W cs O z O U) oC 0 0 z O 2. BROOK DR I fi 1 1 fl I Fort Collins Howes Street nttl-1 MAPLE ST � N N O w Q o >1 0 77 LAPORTE AVE U-1 z O U z W MOUNTAIN AVE N N w O = N F uw w 0 W 0 Q J O OAK ST E OAK ST �P GPI ' Fof�..�t`irns 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Stetson Creek, Harmony Crossincg, " f- Timber Creek MIL STONE TIMBERLINE LN m OL O� TIMBERWOOD DR 20 JAMISON DR TIMBERWOOD DR O p o OOV RI E CREEK RD Z Q � TIMBER CREEK DR O r\ J 1 ANGELO DR ALLWOOD � g THYME o IL ROCK GR EK DR p R05�MPRY z az m W/ IVST 'D uw oC u A- ECREEISpR^ ON � REEK O � 1 N R c T z o 0 � N McC�ella"d, � 0 U G0 EN WILLOW SWEETWATER CRE DR Cha" e/ " CT TOPANGA T GLOBE CT MACKENZIE T FELT LEgF CT CATKINS l lO�sp S E CREEK RD = rn JCHTER �ECHTER RD E COUNTY ROAD 36 RD 0 � �q 0/F, 7u Mail C�ee c cT Thunderbird Area N PRINCETON RD P CETON RDrRAKE i j oC BAYLOR ST I 0 N w z AKE KID RD g _ o rn w D LU E T NDERBIRD DR J W THUNDERBIRD DR Q > Q w W HARVARD ST w�l U)I 1 I / I DEL CLAIR RD ABEL N q� O z A� w °L OFti � O,P Z O `I E S LLOW RD 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE ' 20 TO: Vogel Concrete, Inc. 1 Gentlemen: You are hereby notified that on the day of 20_, the City of ' Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 6046 Concrete Maintenance Project. ' A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated May 29, 2010. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following , date Sincerely, ' OWNER: City of Fort Collins , By: Title: ' ATTEST: , Title: 7/96 Section 00640 Page 1 , City of ! N Fort Collins Lexington Green 0 0 � O L C� cn J Lu $cl Z rn m A -n rn Q oC AYRS H I RE D 70 VALLEY FORGE CT o J J � u w wo 1"0 Creek n CON, oc o � O o �2 c Q G� C) w Q VALLEY FORGE AVE z F-- CONCORD DR z CT O\�Gh �Q�- e �etGet O N� TOWN AVE WE) KE RD O =O Q r IV z GLEN HAVEN DR 0 HAS INGS DR SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) ' FROM: Vogel Concrete Inc. (CONTRACTOR) PROJECT: 2010 Renewal 6046 Concrete Maintenance Project 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including ' but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved.by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, ' alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or ' their agents, employees and servants and further affirms the same have been paid in full and have released in full any and: all existing or Possible future mechanic's liens or rights or claims against the project I 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 7/96 Section 00650 Page 1 OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys ' fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and ' improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor , and material bonds for the project. Signed this day of 20_ ' CONTRACTOR: Vogel Concrete Inc. ' By: ,Title: ATTEST: , Secretary , STATE OF COLORADO ) ' ) ss. COUNTY OF LARIMER ) ' Subscribed and sworn to before me this day of 20_, by Witness my hand and official seal. ' My Commission Expires: Notary Public , D 7/96 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Vogel Concrete Inc. PROJECT: 2009 Renewal 6046 Concrete Maintenance Proiect CONTRACT DATE: May llt", 2010 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By AT Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Section 00660 Page 1 SECTION 00670 7 11 Section 00670 Page 1 1 A DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) no NC)T WRITE IN THIS SP The exemption certificate for which you are applying must be used only for the purpose of purchasing constr ction and building materials for the exempt project described below. This exemption does not include or apply to the purchase r rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999)$0.00 89 - �Ei- "` a t } CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: P Fax Number: ( ) Business telephone number: Colorado withholding tax account number: Co res of contract or:agreement pages (1).identifying the contracting EXEMPTION ,.parrties and-(2),containing s gnatu�es�of contracting partids`must<be INFORMATION'. attached: Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date completion date I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. SECTION 00300 1 BID SCHEDULE City of Fort Collins Concrete Project - Phase II Bid No. 6046 - 2010 RENEWAL Item.No. Description Unit Contract Quantity Quantity Unit Ptice Total 202.01 Sawcutting 4" L.F. 300.00 S 3.50 S 1,050.00 202.02 Sawcutting -.Additional Inch Depth LF/ IN. 600 S 1.11 S 666.00 203.01 General Excavation CY 10 S 46.80 S 468.00 203.02 Borrow TON 5 S 21.50 S 107.50 208.01 Stormwater Protection - 9" x 10' Wattle EA 15 S 95.00 S 1.425.00 208.02 Stormwater Protection - 9" x 25' Wattle EA 15 S 115.00 .S 1.725.00 212.01 Sod SF 20 S 2.40 S 48.00 212.02 L wdscapeAr:igation Labor HR 10 S 28.00 S 280.00 304.01 Aggregate Base Course TON 2386 S 28.10 S 67.046.60 403.01 Temporary Patching TON 385.00 S 197.15 S 75,902.75 604.01 Type R Inlet - Remove & Replace (4' Opening) EA 0 S 3.295.00 S - 604.0'2 Type R Inlet - Reconstruct Deck (T Opening) EA 3 S 1.151.34 S 3.454.02 604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF I S 176.66 S 176.66 604.01 Catch Basin Inlet - Remove & Replace EA 0 S 1.038.36 .S - 604.05 Catch Basin Inlet - Reconstruct Deck EA 6 S 348.89 S 2.093.34 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 3 S 126.06 S 378.18 604.07 Modified Type 13 Curb Inlet - Remove & Replace E.4 4 S 1,817.55 S 7,270.20 604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 1 S 41150 S 41150 604.09 Modified Type 13 Curb Inlet - Materials Only EA 1 S 760.57 S 760.57 604.10 Concrete Sidewalk Culvert - Remove & Replace EA 2 S 1.330.00 S 2,660.00 604.11 S%tal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 5 S L667.75 S 8,338.75 604.12 Additional Square Foot of 518" Plate SF 10 S 157.61 S 1,376.10 608.01 Remove Concrete SF 200 S 1.60 S 320.00 608.02 Remove and Haul Fillets EA 0 S 53.50 S - 608.03 Apron 8" - Remove & Replace SF 6800 S 7.29 S 49.572.00 608.04 Crosspan - 8" Remove & Replace SF S800 S 7.09 S 62,392.00 603.05 Dnveover Curb, Gutter & 6" Sidewalk - Remove & Replace IF 7000 S 39 25 S 274, 750.00 608.06 Driveover Curb & Gutter - No Sidewalk - Remove & Replace LF 1050 S 23.01 S 24,160.50 608.07 Vertical Curb. Gutter & 6" Sidewalk - Remove & Replace LF 200 S 45.04 S 9.008.00 608.08 Vertical Curb & Gutter -No Sidewalk - Remove & Replace LF 6300 S 26.91 S 169, 533.00 608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 15 S 24.11 S 361.65 608.10 Barrier Curb 12" - Remove & Replace LF 60 S 19.04 S 1,142.40 608.11 Hollywood Curb. Gutter & 6" Sidewalk - Remove & Replace LF 3300 S 36.27 S 119,691.00 608.12 Holly wood Curb & Gutter - No Sidewalk- - Remove & Replace LF 20 S 23.00 S 460.00 603.13 Eghback Curb & Gutter - No Sidewalk - Remove & Replace LF t050 S 34.90 S 36.645.00 608.14 Pedestrian Access Ramp - Remove & Replace SF 7500 S 7.75 S 58.125.00 608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 8 S 9.86 S 78.88 6OS.16 Trtmcated Dome Panel SF 600 S 42.75 S 25,650.00 608.17 Flatwork 4" - Remove & Replace SF 40 S 5.27 S 2I0.80 603.18 Flatwork 6" - Remove & Replace SF 31000 S 6.09 .S 133,790.00 1 7/96 Section 00300 Page 1 I 11 11 1 1 F SECTION 00700 GENERAL CONDITIONS 1 i 1 GENERAL CONDITIONS OF THE , CONSTRUCTION CONTRACT ' These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL. CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents , Committee, EJCDC No. 1910-8 (1990 Edition), as a base. Changes to that document are shown by underlining text that has been added and striking through text that has been deleted. i 1 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) i i 1 WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) t 1 J 1 ii Article or Paragraph Number &Title TABLE OF CONTENTS OF GENERAL CONDITIONS Page Article or Paragraph Number Number & Title DEFINITIONS ....................................... I..............1 1.1 Addenda.............................................1 1.2 Agreement..........................................1 1.3 Application for Payment ....................... 1 1.4 Asbestos.............................................1 1.5 Bid.....................................................1 1.6 Bidding Documents .............................1 1.7 Bidding Requirements ..........................1. 1.8 Bonds.................................................1 1.9 Change Order......................................I 1.10 Contract Documents ...............„.„...,,,,,1 1.11 Contract Price.....................„..,.,...__..,..1 1.12 Contract Times..... 1 1.13 CONTRACTOR ........:......................... 1 1.14 defective.............................................1 1.15 Drawings............................................1 1.16 Effective Date of the Agreement........... 1 1.17 ENGINEER.........................................1 1.18 ENGINEERS Consultant ........................ 1 1.19 Field Order..........................................1 1.20 General Requirements .......................... 1.21 Hazardous Waste......................„.....,._.2 1.22.a Laws and Regulations; Laws or Regulations ....................................... 1.22.b Legal Holidays ..................................... 1.23 Liens..................................................2 1.24 Milestone ............................................. 2 1.25 Notice of Award.................................. 2 1.26 Notice to Proceed.................................2 1.27 OWNER.............................................2 1.28 Partial Utilization .............„....„._,...,.,,,2 1.29 PCBs 1.30 Petroleum ........................................... 2 1.31 Project................................................2 1.32.a Radioactive Material .............................. 2 1.32.b Regular Working Hours ........................ 1.33 Resident Project Representative............ 2 1.34 Samples..............................................2 1.35 Shop Drawings....................................2 1.36 Specifications.....................................2 1.37 Subcontractor.......„............................2 1.38 Substantial Completion .......................2 1.39 Supplementary Conditions....................2 1.40 Supplier..............................................2 1.41 Underground Facilities ...................... 1.42 Unit Price Work..................................3 1.43 Work ................ ............................... 3 1.44 Work Change Directive ....................... 3 1.45 Written Amendment ......__. 3 Page Number 2. PRELIMINARY TkIATTERS ................................ 3 2.1 Delivery of Bonds ............................3 2.2 Copies of Documents ........................3 2.3 Commencement of Contract Times; Notice to Proceed ............... 3 2.4 Starting the Work .......................... 3 2.5-2.7 Before Starting Construction; CONTRACTORs Responsibility to Report; Preliminary Sehediles; Delivery of Certificates of Insurance ................................... 3-4 2.8 Preconstruction Conferencz....„.,......4 2.9.. Initially Acceptable Schedules ........... 4 3. CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ................ .......................... 4 3.1-3.2 Intent,,,,,,,,,,,,, ..................... ....... 4 3.3 Reference to Ss and Speci- Standards fications of Technical Societies; Reporting and Resolving Dis- crepancies .............. ................. 4-5 3.4 Intent of Certain Terms or Adj ectives..................................... 5 3.5 Amending Contract Docunents......... 5 3.6 Supplementing Contract Documents ................................... 5 3.7 Reuse of Documents .......................... 5 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS ......................................... 5 4.1 Availability of Lands .... .... .... ...... .... 5-6 4.2 Subsurface and Physical Conditions .................................... 6 4.2.1 Reports and Drawings......................6 4.2.2 Limited Reliance by CONTRAC- TOR Authorized; Technical Data............................................ 6 4.2.3 Notice of Differing Subsurface or Physical Conditions .................. 6 4.2.4 ENGINEERs Review.......................6 4.2.5 Possible Contract Documents Change.........................................6 4.2.6 Possible Price and Times Adjustments ............................. 6-7 4.3 Physical Conditions --Underground Facilities ....................................... 7 4.3.1 Shown or Indicated ..........................7 4.3.2 Not Shown or Indicated.,. 7 4.4 Reference Points. 7 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number & Title Page Article or Paragraph Number Number & Title 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material 7-8 ..................... 5. BONDS AND INSURANCE ................................. 8 5.1-5.2 Performance, Payment and Other Bonds...............................................8 5.3 Licensed Sureties and Insurers; Certificates of Insurance ..................... 8 5.4 CONTRACTOR's Liability Insurance..........................................9 5.5 OWNER's Liability Insurance...............9 5.6 Property Insurance ..........................9-10 5.7 Boiler and Machinery or Addi- tional Property Insurance.................10 5.8 Notice of Cancellation Provision 10 5.9 CONTRACTOR's Responsibility for Deductible Amounts 10 5.10 Other Special Insurance ......................10 5.11 Waiver of Rights................................1 I 5.12-5.13 Receipt and Application of Insurance Proceeds ...................... 10-11 5.14 Acceptance of Bonds and Insia- ance; Option to Replace....................11 5.15 Partial Utilization --Property Insurance........................................11 6. CONTRACTOR'S RESPONSIBILITIES ...............11 6.1-6.2 Supervision and Superintendence....... 11 6.3-6.5 Labor, Materials and Equipment... 11-12 6.6 Progress Schedule..............................12 6.7 Substitutes and "Or -Equal" Items; CONTRACTOR's Expense; Substitute Construction' Methods or Procedures; ENGINEER's Evaluation ............. 12-13 6.8-6.11 Concerning Subcontractors, Suppliers and Others; Waiver of Rights .........................13-14 6.12 Patent Fees and Royalties....................14 6.13 Permits.............................................14 6.14 Laws and Regulations ........................14 6.15 Taxes 14-15 6.16 Use of Premises ................................. 15 6.17 Site Cleanliness ................................ 15 6.18 Safe Structural Loading ..................... 15 6.19 Record Documents .............................15 6.20 Safety and Protection .................... 15-16 6.21 Safety Representative .........................16 6.22 Hazard Communication Programs.,.,_. 16 6.23 Emergencies.....................................16 6.24 Shop Drawings and Samples..............16 ff Page , Number 6.25 Submittal Proceedures; CON- TRACTOR's Review Prior to Shop Drawing or Sample Submittal .................................... 16 6.26 Shop Drawing & Sample Submit- tals Review by ENGINEER 16-17 6.27 Responsibility for Variations From Contract Documents............17 6.28 Related Work Performed Prior to ENGINEER's Review and Approval of Required Submittals ................................... 17 6.29 Continuing the Work......................17 6.30 CONTRACTOR's General Warranty and Guarantee...............17 6.31-6.33 Indemnification .......................... 17-18 6.34 Survival of Obligations ...................18 7. OTHER WORK 18 7.1-7.3 Related Work at Site.......................18 7.4 Coordination 18 8. OWNER'S RESPONSIBILITIES .......................... 18 8.1 Communications to CON- TRACTOR ................................. 18 8.2 Replacement of ENGINEER is 8.3 Furnish Data andPay Promptly When Due .................................. is 8.4 Lands and Easements; Reports and Tests 18-19 8.5 Insurance ....................................... 19 8.6 Change Orders .........:............... ... .... 9 8.7 Inspections, Tests and Approvals...................................19 8.8 Stop or Suspend Work; Terminate CONTRACTOR's Services ......................................19 8.9 Limitations on OWNER'S Responsibilities .... ........................19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material ..................... 19 8.11 Evidence of Financal Arrangements..............................19 9. ENGINEER'S STATUS DURING CONSTRUCTION................. ............:................ 19 9.1 OWNERs Representative ............... 19 9.2 Visits to Site 19 9.3 Project Representative ............... 19-21 9.4 Clarifications and Interpre- tations ......................................... 21 9.5 Authorized Variations in Vdrk.......,21 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) ' Article or Paragraph Number & Title Page Article or Paragraph Number Number & Title 9.6 Rejecting Defective Work...................21 9.7-9.9 Shop Drawings, 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 ENGINEERS Authority and Responsibilities... „22-23 CHANGES IN THE WORK ....................................... 23 10.1 OWNER's Ordered Change................23 10.2 Claim for Adjustment ........................ 23 10.3 Work Not Required by Contract Documents ......:............................. 23 ' 10.4 Change Orders ................ .23 10.5 Notification of Surety ........................ 23 F� CHANGE OF CONTRACT PRICE ............................... 23 11.1-11.3 Contract Price; Claim for Adjustment; Value of the Work....................................23-24 11.4 Cost of the Work ........................24-25 .. 11.5 Exclusions to Cost of the Work 25 11.6 CONTRACTOR's Fee ........ ..._, 25 11.7 Cosh Records 25-26 11.8 Cash Allowances 26 11.9 Unit Price Work................................26 CHANGE OF CONTRACT TIMES ............................ 26 12.1 Claim for Adjustment ....................... 26 12.2 Time of the Essence ............................. 26 12.3 Delays Beyond CONTRACTOR's Control ...................................... 26-27 12.4 Delays Beyond OWNER's and CONTRACTOR's Control 27 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFEC77VE WORK ............ ... . .......................27 27 13.1 Notice of Defects ....... 13.2 Access to the Work ...........................27 13.3 Tests and Inspections; CONTRkCTOR's Cooperation......„.27 13.4 OWNER's Responsibilities; Independent Testing Laboratory ......27 13.5 CONTRACTOR's Responsibilities ............................... 27 13.6-13.7 Covering Work Prior to Inspec- tion, Testing or Approval.................27 iv 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 ...........................28 13.12 Correction Period ................ 28 13.13 acceptance ofDefeetive Work ......... 28 13.14 OWNER May Correct Defective Work 28-29 14. PAYIvISNTS TO CONTRACTOR AND COMPLETION .................................................29 14.1 Schedule of Values .........................29 14.2 Application for Progress .Payment ..................................... 29 14.3 CONTRACTOR's Warranty of Title ....................... 29 - 14.4-14.7 Review of Applications for Progress Payments ................ 29-30 14.8-14.9 Substantial Completion .................. 30 14.10 Partial Utilization ....................... 30-31 14.11 Final Inspection .......................31 ...... 14.12 Final Application for Payment me 31 14.13-14.14 Final Payinent and Acceptance ....... 31 14.15 Waiver of Claims 31-32 15. SUSPENSION OF WORK AND TERMINATION ............................................... 32 15.1 OWNER May Suspend Work..........32 15.2-15.4 OWNER May Terminate....... 32 15.5 CONTRACTOR May Stop Work or Terminate.,_._.,...,..... 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:....................33 17.5 Professional Fees and Court Costs Included ............................. 33 17.6 Applicable State Laws ............... 33-34 Intentionally left blank.......................................35 EXHIBIT GC -A: (Optional) Dispute Resolution Agreement ..................... GC -Al 16.1-16.6 Arbitration ............................. GC -Al 16.7 Mediation...............................GC-Al EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of -- Bonds and Insurance........................................5.14 defective Work............................10.4.1, 13.5, 13.13 final payment ........................................ 9.12, 14.15 insurance 5.14 other Work, by CONTRACTOR ..........................7.3 Substitutes and "Or -Equal" Items.....................6.7.1 Work by OWNER..............................`2.5, 6.30, 6.34 Access to the -- Lands, OWNER and CONTRACTOR responsibilities ..............................................4.1 site, related Work...............................................7.2 Work...........................................13.2, 13.14, 14.9. Acts or Omissions--, Acts and Omissions-- CONTRACTOR..........„.......................6.9.1, 9.13.3 ENGINEER..........................................6.20, 9.13.3 OWNER. ... ............................................... 6.20, 8.9 Addenda --definition of (also see definition of Specifications) ........ (1.6, 1.10, 6.19), 1.1 Additional Property Insurances ................................. 5.7 Adjustments— Contract Price or Contract Times ...........................1.5, 3.5, 4.1, 4.3.2, 4.5.2, .............................4.5.3, 9.4, 9.5, 10.2-10.4, 11, 12, 14.8, 15.1 progress schedule .............................................. 6.6 Agreement -- definition of ........................................................ 1.2 "All -Risk" Insurance, policy form............................5..6.2 Allowances, Cash....................................................11.8 Amending Contract Documents ................................ 3.5 Amendment, Written -- in general................1.10, 1.45; 3.5, 5.10, 5.12, 6.6.2 ..........................6.8.2, 6.19, 10.1, 10.4, 11.2 .................................... 12.1, 13.12.2, 14.7.2 Appeal, OWNER or CONTRACTOR intent to .....9 ......................10, 9.11, 10.4, 16.2, 16.5 Application for Payment-- definition of......................................................1.3 ENGINEER's Responsibility .............................. 9.9 final payment ...............„ 9.13.4, 9.13.5, 14.12-14.15 in general ..........................2.8, 2.9, 5.6.4, 9.10, 15.5 progress payment......................................14.1-14.7 review of 14.4-14.7 Arbitration.....................................................16.1-16.6 Asbestos -- claims pursuant thereto..........................4.5.2, 4.5.3 CONTRACTOR authorized to stop Work ........4.5.2 definition of.......................................................I.A Article or Paragraph Number OWNER responsibility for..............................4.5.1, 8.10 possible price and times change ........................4.5.2 Authorized Variations in Work........, 3.6, 6.25, 6.27, 9.5 Availability of Lands..........................................4.1, 8.4 Award, Notice of--defined.......................................1.25 Before Starting Construction__...___ I.....................2.5-2.8 Bid --definition of.......................1.5 (1.1, 1.10, 2.3, 3.3, ........................ 4.2.6.4, 6.13, 11.4.3, 11.9.1) Bidding Documents --definition of...................................................1.6 (6.8.2) Bidding Requirements --definition of..........................................1.7 (1.1, 4.2.6.2) Bonds -- acceptance of....................................................5.14 additional bonds..................................10.5, 11.4.5.9 Cost of the Work.............................................11.5.4 definition of ......................................................... 1.8 delivery of...................................................2.1, 5.1 final Application for Payment ... ..............14.12-14.14 general.......................................1.10, 5.1-5.3, 5.13, ........................................9.13, 10.5, 14.7.6 Performance, Payment and Other.....................1-5.2 Bonds and Insurance --in general.................................5 Builder's risk "all-risk" policy form .........................5.6.2 Cancellation Provisions, Insurance........ 5.4.11, 5.8, 5.15 Cash Allowances ..................................................... 11.8 Certificate of Substantial Completion ......... 1.38, 6.30.2.3, ..................................................14.8, 14.10 Certificates of Inspection ...................9.13.4, 13.5, 14.12 Certificates of Insurance, 2.7, 5.3, 5.4.11, 5.4.13, .......................5.6.5, 5.8,. 5.14, 9.13.4, 14.12 Change in Contract Price -- Cash Allowances...............................................11.8 claim for price adjustment.............4.1, 4.2.6, 4.5, 5.15, 6.8.2, 9.4 ................... 9.5, 9.11, 10.2, 10.5, 11.2, 13.9, .......................13.13, 13.14, 14.7, 15.1, 15.5 CONTRACTOR's fee ......................................... 11.6 Cost of the Work general................................................11.4-11.7 Exclusions to...............................................11.5 Cost Records.....................................................11.7 in general.............1.19, 1.44, 9.11, 10.4.2, 10.4.3, 11 Lump Sum Pricing..........................................11.3.2 Notification of Surety.........................................10.5 Scope of ................... ......... ...............10.3-10.4 Testing and Inspection, Uncovering the Work, ................................. 13.9 E1CDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 7 1 Unit Price Work,,,,,,,,,,, 11.9 CONTRACTORS Fee Article or Paragraph Number Value of Work, 11.3 Change in Contract Times -- Claim for times adjustment........4.1, 4.2.6, 4.5, 5.15, ......... 6.8.2, 9.4, 9.5, 9.11, 10.2, 10.5, 12.1, ............... 13.9, 13.13, 13.14, 14.7, 15.1, 15.5 Contractual time limits12.2 Delays beyond CONTRACTORS control................................................. I ......12.3 Delays beyond OWNERs and CONTRACTORS control,,,,,,..I ....................12.4 Notification of surety.......................................„10.5 Scope of change ........................................ 10.3-10.4 Change Orders -- Acceptance of Defective Work ..........................13.13 Amending Contract Documents 3.5 Cash Allowances..............................................11.8 Change of Contract Price,,,,,,,,,,,,,,,, 11 Change of Contract Times ................ ................12 Changes in the Work ......... ......-10 CONTRACTORS fee 11.6 Cost of the Work.......... ............................. 11.4-11.7 Cost Records....................................................11.7 definition of ......................................................... 1.9 emergencies.....................................................6.23 ENGINEERS responsibility,,,, 9.8, 10.4, 11.2, 12.1 execution of.....................................................10.4 Indemnifiction ........................ 6.12, 6.16, 6.31-6.33 Insurance, Bonds and,,,,,,,,,,,,,,,,,,,,,,, 5.10, 5.13, 10.5 OWNER may terminate ......... _............ 1.5.2-15.4 OWNERs Responsibility..._„_ .................... 8.6, 10.4 Physical Conditions -- Subsurface and..............................................4.2 Underground Facilities--............................4.3.2 Record Documents 6.19 Scope of Change,,,,,,, ..............10.3-10.4 Substitutes.............................................6.7.3, 6.8.2 Unit Price Work ................................................ 11.9 value of Work, covered by.................................11.3 Changes in the Work................................................10 Notification of surety.........................................10.5 OWNERS and CONTRACTORS responsibilities, ............... 10.4 Right to an adjustment .......... .................. .10.2 Scope of change ......... ......... „....... 10.3-10.4 Claims -- against CONTRACTOR,,,,,,,,,,,,,,,, .................... 6.16 against ENGINEER ......................................... 6.32 against OWNER ...............................................6.32 Change of Contract Price ........................... 9.4, 11.2 Change of Contract Times,,,,,,, 9`4, 12.1 CONTRACTOR's.............4, 7.1, 9 A, 9.5, 9.11, 10.2, ........................... i 1. 2, 11. 9, 12.1, 13. 9, 14. 8, ............................................15.1, Vi 15.5, 17.3 11.6 Article or Paragraph Number CONTRACTORS liability ........... 5.4, 6.12, 6.16, 6.31 Cost of the Work11.4, 11.5 Decisions on Disputes ,,,,,,....*............ *....... 9.11, 9.12 Dispute Resolution ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,*...16.1 Dispute Resolution Agreement ...................16.1-16.6 ENGINEER as initial interpretor „,„.... ........ 9.11 Lump Sum Pricing ......................................... 11.3.2 Notice of ................. .......................................„ 1.7.3 OWNERs....................9.4, 9.5, 9.11, 10.2, 11.2, 11.9 .........12.1,13:9,13.13,13.14,17.3 OWNERS liability ...... ................................... 5.5 OWNER may refuse to make payment ................i4.7 Professional Fees and Court Costs Included......................................................17.5 request for formal decision on............................9.11 Substitute Items ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,6.7.1.2 Time Extension.................................................12.1 Time requirements,,,,,,,,,,,,,,,,,,,,,,,,,,,,9.11, 12.1 Unit Price Work „11.9.3 Valueof...........................................................1.1.3 Waiver of --on Final Payment.................14.14, 14.15 Work Change Directive ............... ....................10.2 written notice required ,,,,,,,,,,,,,,,,,,,,,,9.11, 112, 12.1 Clarifications and Interpretations,,,,,,,,,,,, 3.6.3, 9.4, 9.11 Clean Site ................. ... „ 6.17 Codes of Technical Society, Organization or Association ............... ... ............................... 3.3.3 Commencement of Contract Times ...........................2.3 Communications -- general........................... ..._...............6.2, 6.9.2, 8.1 Hazard Communication Programs ..................... 6.22 Com pletion-- Final Application for Payment ..........................14.12 Final Inspection ... .................. .....14.11 Final Payment and Acceptance, ........ 14.13-14.14 Partial Utilization,,,,,,,,,,,,,,,,,,,, ..14.10 Substantial Completion ......................1.38, 14.8-14.9 Waiver of Claims,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 14.15 Computation of Times,,,,,,,,,,,,,,,,,,,,,, 17.2.1-17:2.2 Concerning Subcontractors, Suppliers and Others.................................................6.8-6.11 Conferences -- initially acceptable schedules .............................. 2.9 preconstruction................................................. 2.8 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 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 1 Cash Allowances.......................„.....................11.8 Stop Work. requirements ................... CONTRACTOR's- Article or Paragraph Number Change of Contract Price ...............................„ Change of Contract Times ................................ Changes in the Work................................10.4 check and verifv ............................................... Clarifications and Interpretations ......................... 3.2, 3.6, 9.4, definition of ..................................................... ENGINEER as initial interpreter of .................. ENGINEER as OWNER's representative.,....._... general3 Insurance........................................................ Intent........................................................3. minor variations in the Work ........................... OWNER's responsibility to furnish data,..,.__.,,,, OWNER's responsibility to make prompt payment ..........................8.3, 14.4, precedence................................................3.11 Record Documents ........................................... Reference to Standards and Specifications of Technical Societies ................................. Related Work,..._...... Reporting and Resolving Discrepancies ......... 2. Reuseof ....................................................... Supplementing..., ............................................ Termination of ENGINEER's Employment..,,,,,. Unit Price Work ............................................... variations .......................................... 3.6, 6.23, Visits to Site, ENGINEERs.............................. Contract Price-- adjustment of................3.5, 4.1, 9.4, 10.3, 11.2 Changeof, ...................................................... Decision on Disputes ....................................... definition of..,......._. Contract Times-- adjustment of ..........................3.5, 4.1, 9.4, 10. Changeof................................................12.1 Commencement of .......................................... definition of ................................................... CONTRACTOR-- Acceptance of Insurance ....................„........„... Communications ...................................... 6.2, Continue Work........................................629, coordination and scheduling ............................ definition of .................................................... Limited Reliance on Technical Data Authorized ......................................... May Stop Work or Terminate ........................... provide site access to others ....................... 7.2, Safety and Protection .................. 4.3.1.2, 6.16, ...................................... 6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal........................................6.25 11 12. -10.5 2.5 9.11 .1.10 9.11 .9.1 ..5.3 1-3.4 ., 3.6 „.8.3 14.13 3.3.3 .6.19 ..3.3 7.2 5, 3.3 ...3.7 3.6 ..8.2 11.9 6.27 ..9.2 -11.3 ....11 9.11 1.11 3, 12 -12.4 2.3 1.12 5.14 6.9.2 10.4 6.9.2 1.13 4.2.2 15.5 13.2 6.18, 4.5.2 1 Article or Paragraph Number Compensation ........ ............ ..... ......... .......... 11.1-11.2 Continuing Obligation....................................14.15 Defective Work......„.....................9.6, 13.10-13.14 „ Duty to correct defective Work ..........................13.11 Duty to Report-- Changes in the Work caused by Emergency ........................................... 6.23 Defects in Work of Others ............................... 7.3 Differing conditions...................................4.2.3 Discrepancy in Documents,._..,,. 2.5, 3.3.2, 6.142 Underground Facilities not indicated ........... 4.3.2 Emergencies.....................................................6.23 Equipment and Machinery Rental, Cost of the Work.......................................:...11.4.5.3 Fee --Cost Plus...........................11.4.5.6, 11.5.1, 11.6 General Warranty and Guarantee ....................... 6.30 Hazard Communication Program.....................6.22 Indemnification ........................6.12, 6.16, 6.31-6.33 Inspection of the Work ............................... 7.3, 13.4 Labor, Materials and Equipment ......... .......6.3-6.5 Laws and Regulations, Compliance by.............6.14.1 Liability Insurance .............................................. 5.4 Notice of Intent to Appeal., ........................9.10, 10.4 obligation to perform and complete theWork....................................................6.30 Patent Fees and Royalties, paid for by ................ 6.12 Performance and Other Bonds ............................ 5.1 Permits, obtained and paid for by ......... .........6.13 Progress Schedule ...........................2.6, 2.8, 2.9, 6.6, ........................................6.29, 10.4, 15.2.1 Request for formal decisionon disputes .............. 9.11 Responsibilities-- Changes in the Work..................................10.1 Concerning Subcontractors, Suppliers and Others......................................6.8-6.11 Continuing the Work ..........................6.29, 10.4 CONTRACTOR's expense .......................... 6.7.1 CONTRACTOR's General Warranty and Guarantee ....................................... 6.30 CONTRACTOR's review prior to Shop Drawing or Sample submittal,,,,,,,,,,,,,,,, 6.25 Coordination of Work ................................. 6.9.2 Emergencies...............................................6-23 ENGINEER's evaluation, Substitutes or "Or -Equal" Items ............................. 6 .7.3 For Acts and Omissions of Others.............................6.9.1-6.9.2, 9.13 for deductible amounts, insurance ,...,.„...........5.9 general........................................0, 7.2, 7.3, 8.9 Hazardous Communication Programs ........... 6.22 Indemnification ................................... 6.31-6.33 vii E1CDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 1 Labor, Materials and Equipment..........„„6.3-6.5 Laws and Regulations..................................6.14 Liability Insurance ......... ......... .......... 5.4 Article or Paragraph Number Notice of variation from Contract Documents ...................:.......:............. ... 6.27 Patent Fees and Royalties............................6.12 Perm its ........................................................ 6.13 Progress Schedule ......................................... 6.6 Record Documents ....................................... 6.19 related Work performed prior to ENGINEER's approval of required submittals .............................................. 6.28 safe structural loading.................................6.18 Safety and Protection ...... ........ 6.20, 7.2, 13.2 Safety Representative ..................... ....6.21 Scheduling the Work..................................6.9.2 Shop Drawings and Samples ....................... 6.24 Shop Drawings and Samples Review by ENGINEER......................................6.26 Site Cleanliness ........................................... 6.17 Submittal Procedures 6.25 Substitute Construction Methods and Procedures....................................6.7.2 Substitutes and "Or -Equal" Items.................6.7.1 Superintendence ...........:............. 6.2 ................... Supervision....... 6. I Survival of Obligations................................6.34 Taxes......................................................... 6.15 Tests and Inspections..................................13.5 To Report ............. I 2.5 Use of Premises .....................6.16-6.18, 6:30.2.4 Review Prior to Shop Drawing or Sample Submittal ... _..... I ........................ I...... 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 Safety Representative........................................6.21 Shop Drawings and Samples Submittals ..... 6.24-6.28 Special Consultants........................................11.4.4 Substitute Construction Methods and Procedures 6.7 Substitutes and "Or -Equal" Items, Expense.......................................6.7.1, 6.7.2 Subcontractors, Suppliers and Others.......... 6.8-6.11 Supervision and Superintendence..........6.1, 6.2, 6.21 Taxes, Payment by...........................................6.15 Use of Premises ........................................ 6.16-6.18 Warranties and guarantees ..........................6.5, 6.30 Warranty of Title .............. ............................ ....14.3 Written Notice Required -- CONTRACTOR stop Work or terminate ........ 15.5 Reports of Differing Subsurface and Physical Conditions ...... ............... 4.2.3 Substantial Completion................................14.8 vlll CONTRACTORS --other ................... 7 Contractual Liability Insurance ................. ...5..4.10 Contractual Time Limits.. I 12.2 Article or Paragraph Number Coordination— CONTRACTOR's responsibility ........................6.9.2 Copies of Documents................................................2.2 Correction Period 13.12 Correction, Removal or Acceptance of Defective Work-- in general................................10.4.1, 13.10-13.14 Acceptance of Defective Work...........................13.13 Correction or Removal of Defective Work.................................6.30, 13.11 Correction Period,,...._ 13.12 OWNER May Correct Defective Work ............... 13.14 OWNER May Stop Work.................................13.10 Cost -- of Tests and Inspections.....................................13.4 Records 11.7 Cost of the Work -- Bonds and insurance, additional ...................11.4.5.9 Cash Discounts ................ 11.4.2 CONTRACTOR's Fee ................................ 11.6 Employee Expenses......................................11.4.5.1 Exclusions to .................................................... 11.5 General 11.4-11.5 Home office and overhead expenses,....* ..............11.5 Losses and damages.....................................11.4.5.6 Materials and equipment ......... ............ 11.4.2 Minor expenses...........................................11.4.5.8 Payroll costs on changes .. .. .............................11.4.1 performed by Subcontractors ..................... ..1.1.4.3 Recordsll.7 Rentals of construction equipment and machinery.......................................11.4.5.3 Royalty payments, perm its and license fees............................................11.4.5.5 Site office and temporary facilities ................11.4.5.2 Special Consultants, CONTRACTOR's............. 11.4.4 Supplemental ....................................... .......11.4. 5 Taxes related to the Work ............................... 1.1.4.5.4 Tests and Inspection.........................................13.4 Trade Discounts.......,... 11.4.2 Utilities, fuel and sanitary facilities .............. ............11.4.5.7 Work after regular hours ..................... ... .......11.4.1 Covering Work ............................................... 13.6-13.7 Cumulative Remedies .... .. ...... .... ..... _.....,........,17.4-17.5 Cutting, fitting and patching ......... ..................... 7.2 Data, to be furnished by OWNER..............................8.3 Day --definition of................................................17.2.2 Decisions on Disputes.....*...............................9.11, 9.12 defective --definition of........................................1.14 defective Work -- Acceptance of.......................................10.4.1, 13.13 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Correction or Removal of;10.4.1, 13.11 Correction Period 13.12 ............................................. in general.........................................13, 14.7, 14.11 Article or Paragraph Number Observation by ENGINEER ................................ 9.2 OWNER May Stop Work ................................. 13.10 Prompt Notice of Defects ........ ......... .........13.1 Rejecting ............................................ .............. .9.6 Uncovering the Work ....................................... 13.8 Definitions Delays.....................................4.1, 6.29, 12.3-12.4 Delivery of Bonds ..................................................... 2.1 Delivery of certificates of insurance ............................2.7 Determinations for Unit Prices,,,,,, ,,,,,,,,, 9.10 Differing Subsurface or Physical Conditions-- Noticeof .................... ...................................... 4.2.3 ENGINEER's Review ...................................... 4.2.4 Possible Contract Documents Change...............4.2.5 Possible Price and Times Adjustments„ ...4.2.6 Discrepancies -Reporting and Resolving................................2.5, 3.3.2, 6.14.2 Dispute Resolution— Agreement ................................................16.1-16.6 Arbitration................................................16.1-16.5 general16 Mediation........................................................16.6 Dispute Resolution Agreement,,,,,,,,,,, I'6.1-16.6 Disputes, Decisions by ENGINEER,,,,,,,,,,,,,,,, ,, 9.11-9.12 Documents -- Copiesof ................................................ ........... ? 2 Record 6.19 Reuseof.............................................................3.7 Drawings --definition of...........................................1.15 Easements.............................................................4.1 Effective date of Agreement -- definition of..............1.16 Emergencies...........................................................6.23 ENGINEER -- as initial interpreter on disputes,,,,,,,,,,,,,,,, ................. definition of .......................... ......... ..........1.17 Limitations on authority and responsibilities,,,,, 9.13 Replacement of .................................................. 8.2 Resident Project Representative ...........................9.3 ENGINEER's Consultant -- definition of .... ..........1.18 ENGINEER's-- authority and responsibility, limitations on ......... 9.13 Authorized Variations in the Work ,,,,,,....*..........9.5 Change Orders, responsibility for.......9.7, 10, 11, 12 Clarifications and Interpretations..............3.6.3, 9.4 Decisions on Disputes,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,9.11-9.12 defective Work, notice of,,,,,,,, ,,,._....13.1 Evaluation of Substitute Items ..........................6.7.3 Liability .................................................. 6.32, 9.12 Notice Work is Acceptable..............................14.13 Observations ............ ........ .............6.30.2, 9.2 OWNER's Representative ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,*9.1 Payments to the CONTRACTOR, Responsibility for.....................................9.9, 14 Recommendation of Payment ....................14.4, 14.13 Article or Paragraph Number Responsibilities --Limitations on,,,,,,,,,,,,,,,,, 9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions ............................. 4.2.4 Shop Drawings and Samples, review responsibility .............................................. 6.26 Status During Ccnstruction-- authorized variations in the Work .Clarifications 9.5 and Interpretations ..................9.4 Decisions on Disputes ......................... 9.11-9.12 Determinations on Unit Price,,,,,,,,, 9.10 ENGINEER as Initial Interpreter .......... 9.11-9.12 ENGINEER'S Responsibilities ................9.1-9.12 Limitations on ENGINEER's Authority and Responsibilities .............................. 9.13 OWNER's Representative .............................. 9.1 Project Representative...................................9.3 Rejecting Defective Work..............................9.6 Shop Drawings, Change Orders and Payments....................................9.7-9.9 Visits to Site.................................................9.2 Unit Price determinations ,,,,,,,,,,,,9.10 Visitsto Site.......................................................9.2 Written consent required .............................. 7.2, 9.1 Equipment, Labor, Materials and . ......... ...... 6.3-6.5 Equipment rental, Cost of the Work...................11.4.5.3 Equivalent Materials and Equipment ........................ 6.7 error or omissions..................................................6.33 Evidence of Financial Arrangements. ...................... 8. 11 Explorations of physical conditions ....................I...4.2.1 Fee, CONTRACTOR's--Costs Plus ...........................11.6 Field Order -- definition of.....................................................1.19 issued by ENGINEER ................................ 3.6.1, 9.5 Final Application for Payment,,,,,, ....... .........14.12 Final Inspection...................................................14.11 Final Payment-- � and Acceptance.....................................14.13-14.14 Prior to, for cash allovances.... ......................11.8 General Provisions ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,17.3-17.4 General Requirements -- definition of.....................................................1.20 principal references to.... .......... 2.6, 6.4, 6.6-6.7, 6.24 Giving Notice.........................................................17.1 Guarantee of Work --by CONTRACTOR........ 6.30, 14.12 Hazard Communication Programs .......................... 6.22 Hazardous Waste -- definition of......................................................1.21 general............................................................. 4.5 OWNER's responsibility for .............................. 8.10 ix EJCDC.GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) BID SCHEDULE City of Fort Collins Concrete Project - Phase II Bid No. 6046 - 2010 RENEWAL 603.19 Replace Flanvork - 1" Additional Depth SF 2500 S 0.70 S L750.00 608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 0 S 0.96 S - 603.21 4' Valley Pan (6) - Remove & Replace SF 250 S 11.08 S 2,770.00 608.22 Concrete Pavement 8" - Remove & Replace SF 0 S 8.03 S - 608.23 Alley Approach 8" : Remove & Replace SF 350 S 7.89 S 2,761.50 60824 Expansion & Caulking LF 1000 S 4.32 S 4,320.00 60825 Splashblock 4" SF 0 S 6.49 S - 608.26 Exposed Aggregate 4" - Up Charge SF 9000 S 1.15 S 10,350-00 608.27 Reset Flagstone SF 5 S 4.05 S 20.25 608.28 Haul & Dispose Concrete w/ Wire TON 0 S 21-55 S - 623.01 Irrigation Sleeving 3" PVC - Complete In Place LF 10 S 3.60 .S 36.00 630.01 "No Parking" Sign With Stand Per Day Per Each 2500 S 1.85 .S 4,625.00 630-02 Vertical Panel Without Light Per Day Per Each 5625 S 0.63 S 3,543.75 630.03 Channelizing Drum Without Light Per Day Per Each 25000 S 0.77 S 19,250.00 630.04 Type I/ II Barricade Without Light Per Day Per Each 1500 S 0.63 S 945.00 630-05 Type III Barricade Without Light Per Day Per Each 425 S 3.72 S 1,581-00 630.06 Size A Sign With Stand Per Day Per Each 2370 S 1.34 S 3,845.80 630.07 Size B Sign With Stand Per Day Per Each 710 S 1.54 S 1,093.40 630.03 Size A Specialty Sign - Cost of Manufacturing Each 8 S 59.00 S 472.00 630-09 Size B Specialty Sign - Cost of Manufacturing Each 1 S 69.75 S 69.75 630.10 Cone With Reflective Strip Per Day Per Each 5101 S 0.63 S 3;213.63 630.11 Safety Fence Per Day Per Roll 55 S 3.17 S 174.35 630.12 Light Per Day Per Each 0 S 0.31 .S - 630-13 Advance Warning Flashing or Sequencing :armw Panel Per Day Per Each 30 S 64.40 S 1,932.00 630.14 Variable Message Board Per Day Per Each 23 S 134.00 S 3,082.00 630.15 Traffic Control Supervisor Per Day 160 S 319.00 S 51,040.00 630.16 Traffic Control Supervisor Per Hour 195 S 30.90 S 5,698.00 630.17 Flagging Per Hour 2100 S 20.00 S 42,000.00 TOTAL COST S 1,361.301.83 One. Million Three Hundred Swy One Thousand Three Hundred One Dollars and Signed Address Company PhorwFax Check One: Individual Doing Business in Company Name Corporation Partnership 1 7/96 Section 00300 Page 2 Indemnification.............................6.12, 6.16, 6.31-6.33 ' Initially Acceptable Schedules...................................2.9 Inspection -- Certificates of..............................9.13.4, 13.5, 14.12 Final....... ......... ......... ...................14.1 t Article or Paragraph Num ber ' Special, required byENGINEER ......................... 9.6 Tests and Approval,,,,,,,,,,,,,,,, ,,,,,,,3.7, 13.3-13.4 Insurance -- Acceptance of, by OWNER...............................5.14 Additional, required by changes in the Work............................................11.4.5.9 Before starting the Work.....................................2.7 ' Bonds and --in general...,,.. Cancellation Provisions ...„ . .. . 5 5.8 Certificates of .......... ......2.7, 5, 5.3, 5.4.11, 5.4.13, ........................5.6.5, 5.8, 5.14, 9.13.4, 14.12 ' completed operations . ... ............................. CONTRACTOR'S Liability..................................5.4 .. ..5.4.13 CONTRACTOR'S objection to coverage ........5.14 Contractual Liability......................................5.4.10 deductible amounts, CONTRACTOR'S ' responsibility ..... . .......................................... 5.9 Final Applicafion for Payment ........................14.12 Licensed Insurers ................................................. 5.3 Notice requirements, material changes ........ 5.8, 10.5 Option to Replace..............................................5.14 ' other special insurances ................ 5.10 OWNER as fiduciary for insureds. .............. 5.12-5.13 OWNER'S Liability............................................5.5 OWNER'S Responsibility .....................................8.5 Partial Utilization, Property Insurance ............... 5.15 Property.....................................................5.6-5.10 Receipt and Application of Insurance Proceeds...............................................5.12-5.13 ' Special Insurance ................ . 5.10 Waiver of Rights ....... ....... ....................5.11 Intent of Contract Documents ................................ 3.1-3.4 Interpretations and Clarifications ....................3.6.3, 9.4 ' Investigations of physical conditions.... ............ 4.2 Labor, Materials and Equipment...........................6.3-6.5 Lands -- and Easements.._... 8.4 Availability of..............................................4.1, ............................ 8.4 Reports and Tests ..........................8.4 .................... .. Laws and Regulations --Laws or Regulations-- Bonds ....................................................... 5.1-5.2 ' Changes in the Work...............................„...„.,10.4 Contract Documents ........................................... 3.1 CONTRACTOR'S Responsibilities ..................... 6.14 Correction Period, defective Work....................13.12 Cost of the Work, taxes .... 11.4.5.4 definition of....................................................1.22 general6.14 Indemnification ....................................... x 6.31-6.33 Insurance .................................... ....................... 5.3 Precedence................................................3.1, 3.3.3 Reference to....................................................3.3.1 Safety and Protection................................6.20, 13.2 Subcontractors, Suppliers and Others ........... 6.8-6.11 Article or Paragraph Number Tests and Inspections...................................13.5 Use of Premises......,.. 6.16 Visits to Site.......................................................9•2 Liability Insurance-- CONTRACTORs................................................5.4 OWNERS...........................................................5.5 Licensed Sureties and Insurers 5.3 Liens -- Application for Progress Payment ................. ...14.2 CONTRACTOR'S Warranty of Title ................... 14.3 Final Application for Payment .........................1.4.12 definition of ......................... ......... ........1.23 Waiver of Claims ........................ .. .....„........14.15 Limitations on ENGINEER'S authority and responsibilities .................................. .............. 9.13 Limited Reliance by CONTRACTOR Authorized..................................................... 4.2. 2 Maintenance and Operating Manuals -- Final Application for Payment .........................1.4.12 Manuals (of others) -- Precedence ................................................. 3.3.3.1 Reference to in Contract Documents 3.3.1 Materials and equipment -- furnished by CONTRACTOR .............................. 6.3 „ not incorporated in Work .............. __ 14.2 Materials or equipment --equivalent........................... Mediation (Optional)..............................................16.7 Milestones --definition of, ........................................ 1.24 Miscellaneous— Computation of Times........................................17.2 Cumulative Remedies. ....................... . 17.4 Giving Notice....................................................17.1 Notice of Claim ........................................ ....... ..17.3 Professional Fees and Court Costs Included..... .... 17.5 Multi -prime contracts ............................ . ... 7 Not Shown or Indicated .......................................... 4.3.2 Notice of -- Acceptability of Project.................. Award, definition of.,. ...................................... 1.25 Claim............................................................17.3 Defects,13.1 Differing Subsurface or Physical Conditions ...... 4.2.3 Giving............................................................1.7.1 Tests and Inspections...., .., Variation, Shop Drawing and Sample.................6.27 Notice to Proceed -- definition of ..................................................... 1.26 givingof............................................................ 2.3 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Notification to Surety..............................................10.5 Observations, by ENGINEER ........................... 6.30, 9.2 Occupancy of the Work ................... 5.15, 6.30.2.4, 14.10 Omissions or acts by CONTRACTOR................6.9, 9.13 Open Peril policy form, Insurance ..........................5.6.2 Option to Replace ................................................... 5.14 Article or Paragraph Number "Or Equal" Items......................................................6.7 Other work 7 Overtime Work --prohibition of ................................. 6.3 OWNER -- Acceptance of defective Work ..........................1.3.13 appoint an ENGINEER......................................8.2 as fiduciary...............................................5-12-5.13 Availability of Lands, responsibility .................... 4.1 definition of ... .................................................... 1.27 data, furnish......................................................8.3 May Correct Defective Work...........................1.3.14 May refuse to make payment.............................14.7 May Stop the Work..............................I..........13.10 May Suspend Work, Terminate ...........................8.8, 13.10, 15.1-15.4 Payment, make prompt.....................8.3, 14.4, 14.13 performance of other work .................................. 7.1 permits and licenses, requirements ................... 6.13 purchased insurance requirements ...............5.6-5.10 OWNERS -- Acceptance of the Work..............................6.30.2.5 Change Orders, obligation to execute.......... 8.6, 10.4 Communications ................................................. 8.1 Coordination of the Work 7.4 Disputes, request for decision............................9.11 Inspections, tests and approvals..................8.7, 13.4 Liability Insurance..............................................5.5 Notice of Defects 13.1 Representative --During Construction, ENGINEERS Status ...................................... 9.1 Responsibilities -- Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material ................. 8.10 Change Orders..............................................8.6 Changes in the Work...................................10.1 communications 8.1 CONTRACTORS responsibilities .................. 8.9 evidence of financial arrangements .............. 8.II inspections, tests and approvals ..................... 8.7 insurance ....................................................... 8.5 lands and easements ..................................... 8.4 prompt payment by ........................................ 8.3 replacement of ENGINEER ...........................8.2 reports and tests................................. ...........8.4 stop or suspend Work .................. 8.8, 13.10, 15.1 terminate CONTRACTORs services..........................................8.8, 15.2 separate representative at site..............................9.3 testing, independent.......... use or occupancy of the Work .................. written consent or approval required ....................... 13.4 ......5.15, 6.302.4, 14.10 ..................9.1, 6.3, 11.4 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) CI' I Article or Paragraph Number written notice required ........................7.1, 9.4, 9.11, ....................................11.2, 11.9, 14.7, 15.4 PCBs -- definition of......................................................1.29 general..............................................................4.5 OWNER's responsibility for...............................8.10 Partial Utilization -- definition of......................................................1.28 general6.30.2.4, 14.10 Property Insurance.............................................5.15 Patent Fees and Royalties ....... ................... .6.12 Payment Bonds ................................................... 5.1-5.2 Payments, Recommendation of ...... ........ 14.4-14.7, 14.13 Payments to CONTRACTOR and Completion -- Application for ProgressPayments ................ 14.2 CONTRACTOR's Warranty of Title...................14.3 Final Application for Payment .........................14.12 Final Inspection ..... . ................ . ...:.. . ... . . ...... . .....14.11 Final Payment and Acceptance ............... 14.13-14.14 general .................... ................................ 8.3, 14 . Partial Utilization ............................................ 14.10 Retainage..........................................................14.2 Review of Applications for Progress Payments ... ................ ............14.4-14.7 prompt payment . .. ... ............................................8.3 Schedule of Values.............................................14.1 Substantial Completion........,..................... 1.4.8-14.9 Waiver of Claims.............................................14.15 when payments due ................................ 14.4, 14.13 withholding payment ... ......... .....................14.7 Performance Bonds 5.1-5.2 Permits............................................................ 6.13 Petroleum -- definition of 130 general...........................................................4.5 OWNER's responsibility for ...... ......................... 8.10 Physical Conditions -- Drawings of, in or relating to ........................ 4.2.1.2 ENGINEER's review ........................................ 4.2.4 existing structures.............................................4.2.2 general4.2.1.2.......................................................... 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 Subsurface Conditions., . , 4.2.1.1 Technical Data, Limited Reliance by CONTRACTOR Authorized ....... .................4.2.2 Underground Facilities -- XII general .. _ 4.3 ....................................................... Not Shown or Indicded..............................4.3.2 Protection of .................. ....................... 4.3, 6.20 Article or Paragraph Number Shown or Indicated ................................................ 4.3.1 Technical Data ............................................... 4.2.2 Preconstruction Conference.....................„.,,,....„.,..., 2.8 Preliminary Matters.........., ..2 Preliminary Schedules ............................................. 2.6 Premises, Use of ................................... I........... 6.16-6.18 Price, Change of Contract..........................................I I Price, Contract --definition of .................................. 1.11 Progress Payment, Applications for ..........................14.2 Progress Payment--retainage................................... 14.2 Progress schedule, CONTRACTOR's_......... 16, 2.8, 2.9, ................................. 6.6, 6.29, 10.4, 15,2.1 Project --definition of...............................................1.31 Project Representative— ENGINEER's Status During Construction .... ....... ..9.3 Project Representative, Resident --definition of ........11.33 prompt payment by OWNER ..................................... 8.3 Property Insurance -- Additional .............................. ...........................5.7 general5.6-5.10 Partial Utilization................................5.15, 14.10.2 f pro receipt and application oceeds.............5.12-5.13 Protection, Safety and .............................. 6.20-6.21, 13.2 Punchlist..........................................................14.11 Radioactive Material— defintion of.....................................................1.32 general4.5 OWNER's responsibility for..............................8.10 Recommendation of Payment..................14.4, 14.5, 14.13 Record Documents ............. ........... 6.19, 14.12 Records, procedures for maintaining ..........................2.8 Reference Points................ Reference to. Standards and Specifications of Technical Societies ........................................... 3.3 Regulations, Laws and (or) ...................................... 6.14 Rejecting Defective Work..........................................9.6 Related Work -- atSite........................................................7.1-7.3 Performed prior to Shop Drawings and Samples submittals review... ................... 6.28 Remedies, cumulative......................................17.4, 17.5 Removal or Correction ofDefective Work ................. 13.11 rental agreements, OWNER approval required ..... 11.4.5.3 replacement of ENGINEER, by OWNER ................... 8.2 Reporting and Resolving Discrepancies................................2.5, 3.3.2, 6.14.2 Reports -- and Drawings ................................................. 4.2.1 and Tests, OWNER's responsibility ..................... 8.4 Resident and Project Representative -- definition of .................................................... 1.33 provision for............................................................ 9.3 EJCDC GENERAL CONDITIONS I910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Article or Paragraph Number Resident Superintendent, CONTRACTOR's ................ 6.2 Responsibilities— CONTRACTOR's-in general .................................. 6 ENGINEER's-in general........................................9 Limitations on 9.13 OWNER's-in general.............................................8 Retainage............................................................1.4 2 Reuse of Documents ......................__............. ........ 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal... .......................6.25 Review of Applications for Progress Payments.....................................14.4-14.7 Right to an adjustment............................................10.2 Rightsof Way..........................................................4.1 Royalties, Patent Fees and ...................................... 6.12 Safe Structural Loading..........................................6.19 Safety -- and Protection................................4.3.2, 6.16, 6.18, ........ ......... .............6.20-6.21, 7.2, 13.2 general .................................................... 6.20-6.23 Representative, CONTRACTORs......................6.21 Samples -- definition of......................................................1.34 general .................................................... 6.24-6.28 Review by CONTRACTOR...............................6.25 Review by ENGINEER..............................6.26, 6.27 related Work ...................................................... 6.28 submittal of ................................................... 6.24.2 submittal procedures.........................................6.25 Schedule of progress.............................2.6, 2.8-2.9, 6.6, ........ ......... ................6.29, 10.4, 15.2.1 Schedule of Shop Drawing and Sample Submittals..............*'**,,,,,.......2.6, 2.8-2.9, 6.24-6.28 Schedule of Values..............................2.6, 2.8-2.9, 14.1 Schedules -- Adherence to..................................................15.2.1 Adjusting...........................................................6.6 Change of Contract Times.................................10.4 Initially Acceptable .... ........ ......... ..... 2.8, 2.9 Preliminary........................................................ 2.6 Scope of Changes.......................................10.3-10.4 Subsurface Conditions........................................4.2.1.1 Shop Drawings -- and Samples, general ................................ 6.24-6.28 Change Orders &: Applications for Payments, and.........................................9.7-9.9 definition of.....................................................1.35 ENGINEER's approval of.................................3.6.2 ENGINEER'S responsibility for review ..................................... 9.7, 6.24-6.28 related Work ...................................................... 6.28 review procedures...............................2.8, 6.24-6.28 Article or Paragraph Number submittal required...............................................6.24.1 Submittal Procedures 6.25 use to approve substitutions ............................... 6.7.3 Shown or Indicated ................................................ 4.3.1 Site Access......................................................7.2, 13.2 Site Cleanliness ......................................................... 6.17 Site, Visits to -- by ENGINEER...........................................92, 13.2 byothers..........................................................13.2 "special causes of loss" policy form, insurance ........................................................5.6.2 definition of.....................................................1.36 Specifications-= defination of....................................................1.36 of Technical Societies, reference to...................3.3.1 precedence......................................................3.3.3 Standards and Specifications of Technical Societies .............................. „_...,.. 3.3 Starting Construction, Before...............................2.5-2.8 Starting the Work.......... ...........2.4 Stop or Suspend Work -- by CONTRACTOR...........................................15.5 by OWNER ..................................... 8.8, 13.10, 15.1 Storage of materials and equipment .....................4.1, 72 Structural Loading, Safety........................................6.18 Subcontractor -- Concerning ................................................ 6.8-6.11 definition of ...................................................... 1.37 delays............................................................12.3 waiver of rights................................................6.11 Subcontractors --in general.................................6.8-6.11 Subcontracts --required provisions. ...... �.11, 6.11, 11.4.3 Subm ittals-- Applieations for Payment..................................14.2 Maintenance and Operation Manuals...............14.12 Procedures.......................................................6.25 Progress Schedules ..... .......... ** ........._......._2.6, 2.9 Samples...................................................6.24-6.28 Schedule of Values ..................................... 2.6, 14.1 Schedule of Shop Drawings and Samples Submissions......................................2.6, 2.8-2.9 Shop Drawings ........................................ 6.24-6.28 Substantial Completion -- certification of............................6.30.2.3, 14.8-14.9 definition of ...................................................... 1.38 Substitute Construction Methods or Procedures ........ 6.7.2 Substitutes and "Or Equal" Items...............................6.7 CONTRACTOR's Expense ........................... 6.7.1.3 ENGINEER's Evaluation6.7.3 "Or -Equal ..................................................... 6.7.1.1 Substitute Construction Methods xiii EJCDC GENERAL CONDITIONS 19I0-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 1 1 1 Article or Paragraph Number or Procedures.............................................6.7.2 Substitute Items 6.7.1.2 Subsurface and Physical Conditions -- Drawings of, in or relatiig to ........................4.2.1.2 ENGINEER's Review ...................................... 4.2.4 general..............................................................4.2 Limited Reliance by CONTRACTOR Authorized 4.2.2 Notice of Differing Subsurface or Physical Conditions ......................................... 4.2.3 Physical Conditions ............... ........... .........4.2.1.2 Possible Contract Documents Change...., .......4.2.5 Possible Price andTimes Adjustments,,,,,,,,,,,,,,, 4.2.6 Reports and Drawings......................................4.2.1 Subsurface and ..................................................... 4.2 Subsurface Conditions at the Site........„.,.......4.2.1.1 Technical Data ........................ 4.2.2 Supervision— CONTRACTOR's responsibility ........................... 6.1 OWNER shall not supervise................................8.9 ENGINEER shall not supervise ................ 9.2, 9.13.2 Superintendence...................................................... 6.2 Superintendent, 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 Documents ......................... 3.6 Supplier -- definition of......................................................1.40 principal references to ........... 3.7, 6.5, 6.8-6.11, 6.20, ..........................................6.24, 9.13, 14.12 Waiver of Rights...............................................6.11 Surety -- consent to final payment ........................ 14.12, 14.14 ENGINEER has no duty to ...................... . . .....9.13 Notification of..................................10.1, 10.5, 15.2 qualification of.............................................................. Survival of Obligations.... ....................... „ 6.34 Suspend Work, OWNER May .13.10, 15.1 Suspension of Work and Termination .......................15 CONTRACTOR May Stop Work or Terminate ................................................ 15.5 OWNER May Suspend Work . ... ....... ...... .............1.5.1 OWNER May Terminate.............................15.2-15.4 Taxes --Payment by CONTRACTOR ........................ 6.15 Technical Data -- Limited Reliance by CONTRACTOR .................4.2.2 Possible Price and Times Adjustments,,,,,,,,,,,,,, 4.2.6 Reports of Differing Subsurface and Physical Conditions....................................4.2.3 xiv Temporary construction facilities ................ .4.1 Article or Paragraph Number Termination -- by CONTRACTOR...........................................15.5 by OWNER........................................8.8, 15.1-15.4 of ENGINEER's employment...............................8.2 Suspension of Work-in general .............................15 Terms and Adjectives..............................................3.4 Tests and Inspections -- Access to the Work, by others .......:...................13.2 CONTRACTOR's responsibilities ......................13.5 cost of 13.4 covering Work prior to..............................13.6-13.7 Laws and Regulations (or),..,,. ....... ......... 13.5 Notice of Defects,....-..-„-.. 13.1 OWNER May Stop Work .. ................................. .........................13.10 OWNER'S independent testing ..........................13.4 special, required by ENGINEER ..........................9.6 timely notice required ............. .... .........13,4 Uncovering the Work, at ENGINEER's request.................................................13.8-13.9 Times -- Adjusting . . . .. . . . ..... Change of Contract ..............,, ....... ......................12 Computation of,......,. __, ......... .........17.2 Contract Times --definition of .......................... . .L 12 day ................... .................. ....................1,7.2.2 Milestones ........................................... ............ 12 Requirements -- appeals................................................. 9.10, 16 clarifications, claims and disputes..................9.11, 1 L2, 12 Commencement of Contract Times ................ 2.3 Preconstruction Conference ............................. 2.8 schedules ...................... ... .. . 2.6, 2.9, 6.6 Starting the Work......................................... 2.4 Title, Warranty of....................................................14.3 Uncovering Work............................................13.8-13.9 Underground Facilities, Physical Conditions -- definition of....................................................1.41 Not Shown cr Indicated ............................... 4.3.2 protection of. .... * ......... ........................ 4.3,6.20 Shown or Indicated..., ...................................... 4.3.1 Unit Price Work-- claims.........................................................11.9.3 definition of .......................... 1.42 genera111.9, 14.1, 14.5 Unit Prices-- general11.3.1 Determinationfor.............................................9.10 Use of Premises................................6.16, 6.18, 6.30.2.4 Utility owners ................ 6.13, 6.20, 7.1-7.3, 13.2 Utilization, Partial ................ ..1.28, 5.15, 6.30.2.4, 14.10 Value of the Work ................................................... 11.3 Values, Schedule of..............................2.6, 2.8-2.91 14.1 EJCDC GENERAL CONDITIONS I910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Variations in Work --Minor Authorized.........................................6.25, 6.27, 9.5 e .Article or Paragraph Number Visits to Site --by ENGINEER .......................... .........9.2 e Waiver of Claims --on Final Payment ......................14.15 Waiver of Rights by insured parties.._„.............5.11, 6.11 Warranty and Guarantee, General --by CONTRACTOR ............................................... 6.30 ' Warranty of Title, CONTRACTORs........................14.3 Work -- Accessto ..........................................................13.2 byothers, ......... * ............ ** ................. * ........... ­' " 7 Changes in the.....................................................10 Continuing the..................................................6.29 CONTRACTOR May Stop Work or Terminate............................:..................15.5 Coordination of... . ..............................................7.4 , Cost of the.................................................11.4-11.5 definition of 1.43 ........................................................ neglected by CONTRACTOR ........ .......... .........13.14 otherWork............................................................7 ' OWNER May Stop Work ............................ ..... 13.10 OWNER May Suspend Work....................13.10, 15.1 Related, Work at Site.....................................7.1-7.3 Starting the ................ 2.4 ' Stopping by CONTRACTOR ........................ ......1.5.5 Stopping by OWNER .............. ................... 15.1-15.4 Variation and deviation authorized, minor ........... 3.6 Work Change Directive -- ' claims pursuant to.............................................10.2 definition of 1.44 ........................................................ principal references to.......................3.5.3, 10.1-10.2 Written Amendment -- ' definition of 1.45 ..... ................................................... principal references to...............1.10, 3.5, 5.10,15.12, ........................ 6.6.2, 6.8.2, 6.19, 10.1, 10:4, ............ ..........11.2, 12.1, 13.12.2, 14.7.2 ' Written Clarifications and Interpretations...................................3.6.3, 9.4, 9.11 Written Notice Required-- by CONTRACTOR ........................... 7.1, 9.10-9.11, , ........... ........................ 10.4, 11.2, 12.1 by OWNER ..................... 10.4, 11.2, 13.14 xv EJCDC, GENERAL CONDITIONS 1910-8 (1990 EDITION) ' w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) (This page left blank intentionally) 1 I xvi EJCDC GENERAL CONDITIONS I910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) GENERAL CONDITIONS ARTICLE 1--DEFENITIONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 1.1. Addenda --Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents. 1.2. Agreement -The written contract between OWNER and CONTRACTOR covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment --The form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 1.4. Asbestos --Any material that contains more than one percent asbestos and is friable.or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 1.5. Bid -The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Documents -The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 1.7. Bidding Requirements --The advertisement or invitation to Bid, instructions to bidders, and the Bid form. I.S. Bonds -Performance and Payment bonds and other instruments of security. 1.9. Change Order -A document recommended by ENGINEER, which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1. M Contract Documents -The Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EJCDC GENERAL CONDITIONS 191M (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4h-000) same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to paragraphs 3.5, 3.6.1 and 3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4.2.1 and 42.2 are not Contract Documents. 1.11. Contract Price --The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work). 1.12. Contract Times -The numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. 1.13. CONTRACTOR --The person, firmor corporation with whom OWNER has entered into the Agreement. 1.14. defective —Art adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.10). 1.15. Drawings --The drawings which show the scope, extent and character of the Work to be furnished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1.16. Effective Date of the .Agreement -The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means the date on which the Am -cement is signed and delivered by the last of the two parties to sign and deliver. 1.17. ENGINEER -The person, firm or corporation named as such in the Agreement. 1.18. ENGINEER's Consultant --A person, firm or corporation having a contract with ENGINEER to furnish services as ENGINEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 1.19. Field Order -A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not.involve a change in the Contract Price or the Contract Times. �J 1.20. General Requirements --Sections of Division I of the Specifications. 1.21. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22.a. 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 having jurisdiction. 1.22.b. Legal Holidays --shall be those holidays observed by the City of Fort Collins. L23. Liens --Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. Milestone --A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1.25. Notice of z4ward--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 ENGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents. 1.27. OWNER —The public body or authority, corporation, association, firm or person . with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided. 1.28. Partial Utilization —Use by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29. PCBs —Polychlorinated biphenyls. 1.30. Petroleum --Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene and oil mixed with other non -Hazardous Wastes and crude oils. 1.31. Project —The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 1.32.a. Radioactive Material --Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EJCDC GENERAL CONDITIONS 191M (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.32.b. Regular Working Hours --Regular working hours are defined as 7:00am to 6:OOpm unless otherwise specified in the General Requirements. 1.33. Resident Project Representative —The authorized representative of ENGINEER who may be assigned to the site or any part thereof. 1.34. Samples —Physical examples of materials; equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will 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 workmanship as applied to the Work and certain administrative detaiIs.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. 138. Substantial Completion --The Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER as evidenced by ENGINEER's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 1.39. Supplementary Conditions —The part of the Contract Documents which amends or supplements these General Conditions. 1.40. Supplier —A manufacturer, fabricator, supplier, distributor, materialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilities —All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. 1.42. Unit Price Work -Work to be paid for on the basis of unit prices. 1.43. Work --The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. 1.44. Work Change Directive -A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER, ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph4.2 or 4.3 or to emergencies under paragraph 6.23. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. Written Amendment --A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2-PRELIMINARY MATTERS Delivery ofBonds: 2.1. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. Copies of Documents: 2.2. OWNER shall famish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. Commencement of Contract Times; Notice to Proceed• 2.3. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement, or, EJCDC GENERAL CONDITIONS 1910-5 (1990 Edition) w/ CITY OF FORT COLLINS NIODIFICATIONS (REV 4l2000) if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement. i no event .,;n 4he Cent-rnet T;n,.,g of Bid opening of the tfui4ieth day afte. the Effective -pq-(,e- of the Agreement, whiehever date is earlier. Starting the Work: 2.4. CONTRACTOR shall start to perform the Work on the date when the Contract Times commence to run, but no Work shall be done at the site prior to the date on which the Contract Times commence to run Before Starting Construction: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2.6.1.- a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2.6.2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submittal; 2.6.2.1. In no case will a schedule be acceptable which allows less than 21 calendar days for each review by Engineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.7. Before any Work at the site is started, CONTRACTOR Find OWNER shall eaeh deliver to the ether OIWNEF� with copies to ',a_ .'r-_,t in the c,.pplerne.,.. , C,.nditie ENGINEER, 1 SECTION 00'520 AGREEMENT THIS AGREEMENT is dated as of the llt`' day of May in the year of 2111 and shall ' be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and ' Vogel Concrete Inc. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. AGREEMENT RENEWAL & WORK 1.1 Renewal. This Agreement is a renewal of the Agreement entered into ' between the parties on the 17th day of April, 2007, entitled Concrete Maintenance Project, Bid No. 6046, City of Fort Collins (hereinafter called The 2007 CONTRACT)and all portions interpreted as if the same were attached hereto. This renewal is authorized pursuant to Article 3.1.1 Contract Period, of the 2007 CONTRACT. This Agreement shall be effective on the date this Agreement is signed by the City, and shall continue in full force and effect until April 17, 2011. This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins and is generally described in Section 001010. Related traffic control is also included. ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins Engineering, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in ' accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES ' 3.1 Contract Period. This Agreement shall commence when this contract is signed by the City, and shall continue in full force until April 17, 2011, ' unless sooner terminated as herein provided. In addition at the option of the City, the agreement may be extended for additional one year period not to exceed one (1) additional one year period. Pricing changes, if any, shall be negotiated by and agreed to by both parties in writing. 7/96 Section 00520 Page 1 H E 11 1 certificates of insurance (and other evidence of insurance reasonably--reg}est requested by OWNER) which CONTRACTOR is required to, purchase and maintain in accordance with paragraphs 5. ^,�5.6 and 5.7. Preeonstruction Conference: 2.8. 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, procedures 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 Documents, at least days before submission oft , fir. Applioatie., r . Pa5wen before any work at the site begins a conference attended by CONTRACTOR, ENGINEER and others as appropriate designated ted by OWNER will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph 2.6. and Division 1 - General Requirements. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. CONTRACTOR's schedule of Shop Drawing and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's schedule of values will be acceptable to ENGINEER as to form and substance. ARTICLE 3--CONTRACT DOCUMEYTS: LNTENT, 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 as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to EJCDC GENERAL CONDITIONS 1910-8 (1990 E(fition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be 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 Specifications of Technical Societies; Reporting and Resolving Discrepancies: 3.3.1. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the Laws or Regulations of any governmental authority; whether such reference be specific or by implication, shall mean the latest standard, specification, manual, code or Laws or Regulations 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. K 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 code or of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 or 3.6; provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6, 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: 3-3.3.1. the provisions of any such standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 3.3.3.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). own risk. No provision of any such standard, specification, manual, code or instruction shall be effective to change the duties and responsibilities of OWNER CONTRACTOR or ENGINEER, or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER, ENGINEER or any of ENGINEER's Consultants, agents or employees any duty or authority to supervise or direct the famishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGINEER any duty or authority to 'supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Amending and Supplementing Contract Documents: 35. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: 3.5.1. a formal Written Amendment, 3.5.2. a Change Order (pursuant to paragraph 10.4), or EJCDC GENERAL CONDITIONS 1910-8 (t990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3.6. In addition; the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Order (pursuant to paragraph 9.5), 3.6.2. ENGINEER's approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 and 6.27), or 3.6.3. ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse ofDoeuments. 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEER's Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER ARTICLE 4--AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS Availability of Lands: 4.1. OWNER shall famish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights -of --way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR GVt��LPER l' anall feffivgh /-'ONTD G—TOR i6t_h A e&.1—i tAtemoRt s f re,-,.r,4 legal title Eind le..nl deseriptia of the lands upen which the Work is to be peFfi)nned OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER, unless otherwise provided in the Contract Documents. If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rights -of - way or easements, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12: 1 1 1 1 CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.2. Subsurface and Physical Conditions: 4.2.1. Reports and Drast4ngs: 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 4.2.1.2. Physical Conditions: 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 Authorized - Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data", CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 4.2.2.1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.2. 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 drawn from any "technical data" or any such data, interpretations, opinions or inform ation. 4.2.3. Notice of Differing 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 Documents, or 4.2.3.3. differs materially from that shown or EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) indicated in the Contract Documents, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract. Documents; then CONTRACTOR shall, promptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by paragraph 6.23), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such 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 OWNERs obtaining additional exploration or tests with respect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEERS findings and conclusions. 4.2.5. Possible Contract Documents Change: If ENGINEER concludes that a change in the Contract Documents is required as a result of a condition that meets one or more of the categories.in paragraph 4.2.3, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6. Possible Price and Times Ac#ustments: An equitable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTORS cost of, or time required for performance ol; the Work, subject, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.2.3.4, inclusive, 4.2.6.2. a, change in the Contract Documents pursuant to paragraph 42.5 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 4.2.6.3. with respect to Work that is paid for on a Unit 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, 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract; or 4.2.6.4.2. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation; exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or 4.2.6.4.3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided in Articles 11 and 12. However, OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3. Physical Conditions —Underground Facilities. 4.3.1. Shona or Indicated: The information and data shown or indicated in the Contiaet Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.1.2. The cost of all of the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents,(iii) coordination of the Work with the owners of such Underground Facilities during construction, and '(iv) the safety and protection of all such Underground Facilities as provided in paragraph 6.20 and repairing any damage thereto resulting from the Work. 4.3.2. Not Siwwn or Indicated• If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall, promptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph6.23), identify the owner of such Underground Facility and EJCDC GENERAL CONDITIONS 1910-8 (100 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) give written notice to that owner and to OWNER and ENGINEER. ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facility. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document such consequences. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as provided in paragraph 6.20. CONTRACTOR shall nay be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and that CONTRACTOR did not know of and could notreasonably have been expected to be aware of or to have anticipated If OWNER and CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Contract Times, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. However, OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points.• 4.4. OWNER shall. provide engineering surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbestos, PCBs, Petroleum, Hazardous YVaste or Radioactive Material: 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. ARTICLE 5--BONDS AND INSURANCE Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall famish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract. Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also famish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents except as provided 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 Circular 570 (amended) by the Audit Staff; Bureau of Government Financial Operations, U.S. Treasury Department. All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 5.2. If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of 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 licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.2. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. OWNER shal deliver to GONTRAGTOP,witheopies—to-each additional instifed identified in the Supplementafy Candltlens, eertiftcatesef insurance(and ethe er off .thpr- .ddi*:...1 a „n .L:.L !{rnLD Y6 and 5.7 hereof EJCDC GENERAL CONDITIONS 1910-8 (1990 E(fition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) COATRACTOR's Liability Insurance: 5.4. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance and furnishing of the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be performed or furnished by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable: 5.4.L claims under workers' compensation, disability benefits and other similar employee benefit acts; 5.4.2. claims for damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees; 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; 5.4.5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 5.4.6, claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this paragraph 5.4 to be purchased and maintained shall: 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.9 include as additional insureds (subject to any customary exclusion in respect of professional liability), OWNER, ENGINEER, ENGNi EER's Consultants and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.8. include the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 5.4.9. include completed operations insurance; EJCDC GENERAL CONDITIONS 1910-8 (1490 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4P-000) 5.4.10. include contractual liability insurance covering CONTRACTOR's indemnity obligations under paragraphs 6.12, 6.16 and 6.31 through 6.33, 5.4.11. contain a provision or endorsement. that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.3.2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing defective Work in accordance with paragraph 13.12;.and 5.4.13. with respect to completed operations. insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish 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 payment and one year thereafter). OiVAER's Liability Insurance: 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph 5.4, OWNER, at OWNER's option, may purchase and maintain at OWNER's expense OWNER's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. Property Insurance: I 5.9. OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the interests of CONTRACTOR, Subcontractors or others in by OONTD ACTOP C`..I.,.,...tmetaf: o others ....FFe..'..,.any ,;urh And of any of them wishes prop" msufflaea EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) 10 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Receipt and Application of Insurance Proceeds: 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with OWNER and made payable to OWNER. as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5.13. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteen days after the occurrence of loss to OWNER's exercise of this power. If such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach If no such agreement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the insurers anEl if -'.,a in writing by any paFty in �i interest; OWNER as riot., im y shall give band e r th Acceptance of Bonds and Insurance; Option to Replace: 5.14. If OWNER has any objection to the coverage afforded by or other provisions of the 13ends eF insurance required to be purchased and maintained by the other —pally CONTRACTOR in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the abjeeting pany shall so notify the ethef pail), OWNER will notify CONTRACTOR in writing within tea fifteen days after Feeeipt delivery of the certificates (E)F ethor avidan6-A regeesWEI) to OWNER as required by paragraph 2.7. IFa.ided afez other Enay fease; ,.i�ivast if aithv. of remaEl�,, the ether pony may eleet te obtain equivnient the expense of ffie party who was required to provide such Partial Utilization —Property Insurance: 5.15. If OWNER finds it necessary to occupyor use a portion or portions of the Work prior to Substantial EJCDC GENERAL CONDITIONS 1910-8 (1990 E(fition) w/CITY OF FORT COLLINS MODIFICATIONS (REV 4h_000) Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.10; provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES Supervision and Superintendence: 6.1. CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. 62. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTOR's representative at the site and shall have authority to act on behalf of CONTRACTOR. All communications to the superintendent shall be as binding as if given to CONTRACTOR - Labor, Materials and Equipment: 6.3. CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out and construct the Work as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written consent given after prior written notice to ENGINEER. CONTRACTOR shall submit requests to the ENGINEER no less than 48 hours in advance of any Work to be performed on Saturday, Sunday, Holidays or outside the Regular Working Hours. 6.4. Unless otherwise specified in the General contains or is followed by words reading that no like, ' Requirements, CONTRACTOR shall furnish and assume equivalent or "or -equal" item or no substitution is full responsibility for all materials, equipment, labor, permitted, other items of material or equipment or transportation, construction equipment and machinery, material or equipment of other Suppliers may be tools, appliances, fuel, power, light, heat, telephone, water, accepted by ENGINEER under the following sanitary facilities, temporary facilities and all other circumstances: ' facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. 6.7.1.1. 'Or -Equal". If in ENGINEER's sole discretion an item of material or equipment 6.4.1. Purchasing Restrictions: CONTRACTOR proposed by CONTRACTOR is functionally must comply with the City's purchasing restrictions. A equal to that named and sufficiently similar so that ' copy of the resolutions are available for review in the no change in related Work will be required, it may offices of the Purchasing and Risk Management be considered by ENGINEER as an "or -equal" Division or the City Clerk's office. item, in which case review and approval of the proposed item may, in ENGINEER's sole ' 6.4.2. Cement Restrictions: City of Fort Collins discretion, be accomplished without compliance Resolution 91-121 requires that suppliers and producers with some or all of the requirements for of cement or p oducts containing cement to certify that acceptance of proposed substitute items: the cement was not made in cement kilns that bum 6.7.1.2. Substitute Items: If in ENGINEER'S sole hazardous waste as a fuel. discretion an item of material or equipment proposed by CONTRACTOR does not qualify as 6.5. All materials and equipment shall be of good an "or -equal" item under subparagraph 6.7.1.1, it quality and new, except as otherwise provided in the will be considered a proposed substitute item. Contract Documents: All warranties and guarantees CONTRACTOR shall submit sufficient specifically called for by the Specifications shall expressly information as provided below to allow ' run to the benefit of OWNER If required by ENGINEER, ENGINEER to determine that the item of material CONTRACTOR shall furnish satisfactory evidence or equipment proposed is essentially equivalent to (including reports of required tests) as to the kind and that named and an acceptable substitute therefor. quality of materials and equipment All materials and The procedure for review by the ENGINEER will equipment shall be applied, installed, connected, erected, include the following as supplemented in the ' used, cleaned and conditioned in accordance with General Requirements and as ENGINEER may instructions of the applicable Supplier, except as otherwise decide is appropriate under the circumstances. provided in the Contract Documents. Requests for review of proposed substitute items of material or equipment will not be accepted by ' Progress Schedule.- ENGINEER from anyone other than CONTRACTOR If CONTRACTOR wishes to 6.6. CONTRACTOR shall adhere to the progress furnish or use a substitute item of material or schedule established in accordance with paragraph 2.9 as it equipment, CONTRACTOR shall first make may be adjusted from time to time as provided below: written application to ENGINEER for acceptance ' thereof, certifying that the proposed substitute will 6.6.1. CONTRACTOR shall submit to ENGINEER perform adequately the functions and achieve the for acceptance (to the extent indicated in results called for by the general design, be similar paragraph 2.9) proposed adjustments in the progress in substance to that specified and be suited to the schedule that will not change the Contract Times (or same use as that specified The application will ' Milestones). Such adjustments will conform generally state the extent, if any, to which the evaluation to the progress schedule then in effect and additionally and acceptance of the proposed substitute will will comply with any provisions of the General prejudice CONTRACTOR's achievement of Requirements applicable thereto. Substantial Completion on time, whether or not acceptance of the substitute for use in the Work ' 6.6.2. Proposed adjustments in the progress schedule will require a change in any of the Contract that will change the Contract Times (or Milestones) Documents (or in the provisions of any other shall be submitted in accordance with the requirements direct contract with OWNER for work on the of paragraph 12.1. Such adjustments may only be Project) to adapt the design to the proposed made by a Change Order or. Written Amendment in substitute and whether or not incorporation or use ' accordance with Article 12. of the substitute in connection with the Work is subject to payment of any license fee or royalty. 6.7. Substitutes and "Or -Equal" Items. All variations of the proposed substitute from that specified will be identified in the application and ' 6.7.1. Whenever an item of material or equipment is available maintenance, repair and replacement specified or described in the Contract Documents by service will be indicated The application will using the name of a proprietary item or the name of a also contain an itemized estimate of all costs or particular Supplier, the specification or description is credits that will result directly or indirectly from intended to establish the type, function and quality acceptance of such substitute, including costs of ' required. Unless the specification or description redesign and claims of other contractors affected 12 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute. 6.7.1.3. C0N7R4CTOR's Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR's expense. 6.7.2. Substitute Constniction Medtods or Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph 6.7.1.2. 6.7.3. Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without ENGINEER's prior written acceptance which will be evidenced by either a Change Order or an approved Shop Drawing. OWNER may require CONTRACTOR to famish at CONTRACTOR's expense a special performance guarantee or other surety with respect to any "or-�equal" or substitute. ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute item. 6_8e Concerning Subcontractors, Suppliers and Others: 6.8.1. CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization (including those acceptable to OWNER and ENGINEER as indicated in paragraph 6.8.2), whether initially or as a substitute, against whom OWNER or ENGINEER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. EJCDC GENERAL CONDITIONS 1910-8 (090 Edition)w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) 6_9. CONTRACTOR shall perform not less than 20 percent of the Work with its own forces (that is, without subcontracting). The 20 percent requirement shall be understood to refer to the Work the value of which totals not less than 20 percent of the Contract Price. 6.8.2. if the euppl,mentat=y ConditBidding Documents require the identity of certain Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWNER . date prior to the Effective Date of the Agreement for acceptance by OWNER and ENGINEER,—afld-j€ GO�qRAGTOR has submitted a list thereof -qn aceordance with the Supplementary Conditions OWNER's or ENGINEER's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of eFganization so identified may be revoked on fl., hasis of r-ansonnhle objection after due ifwe4igatien, in whieh ease CONTRACTOR shag submit an sueh substitutien and an appropriate Change Or -de will b..issued of Written Amendment signed: will constitute a condition of the Contract requiring the use of the named subcontractors, suppliers or other persons or organization on the Work unless prior written approval is obtained from OWNER and ENGINEER No acceptance by OWNER or ENGINEER of any such Subcontractor, Supplier or other person or organization shall constitute a waiver of any right of OWNER or ENGINEER to reject defective Work. 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR just as CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between OWNER or ENGINEER and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Laws and Regulations. OWNER or ENGINEER may furnish to any subcontractor, supplier or other person or organization evidence of amounts paid to CONTRACTOR in accordance with CONTRACTOR'S "Applications for Payment". 13 3.2 The Work shall be Substantially Complete within 122 consecutive working days after the date when -the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within 30 calendar days of Substantial Completion. 3.3. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand Dollars ($1,000) for each calendar day or fraction thereof that expires after the One Hundred Twenty Two (122) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2 Final Acceptance: After Substantial Completion, Five Hundred Dollars calendar day or fraction thereof that expires after calendar day period for Final Payment and Acceptance is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE ($500) for each the thirty (30) until the Work 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: The Price of your Agreement is One Million Three Hundred Sixty One Thousand Three Hundred and One Dollars and Eighty Three Cents ($1,361,301.83), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 7/96 Section 00520 Page 2 J �I 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR. 6.10. The divisions and sections of the Specifications and the identifications of 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. All Work performed_ for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. waives all rights against /1114;ER CNT-P R, QsIGDMSP� CT.T!`_Pir:E 'S Consultants and all other such policies and an), other- p pplieable to thA W-OFk If then any —suss,,,-�l'"ieS requ;ro sepff.k—M ferms to be signed by any Subeentraetor Patent Fees and Royalties: 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 invention, 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 specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any 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 Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents. 14 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Permits.- 6.13. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6.14. Laws and Regulations: 6.14.1. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and ' Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR'S compliance with any Laws or Regulations. 6.14.2. 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 CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.3.2. Taxes: 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.15.1. OWNER is exempt from Colorado State and local sales and use taxes on materials to be permanently incorporated into the project. Said taxes shall not be included in the Contract Price. CONTRACTOR must apply for, and receive, a Certificate of Exemption from the Colorado Department of Revenue for construction materials to be physically incorporated into the project This Certification of Exemption provides that the CONTRACTOR shall neither pay nor include in his Bid, Sales and Use Taxes on those building and construction materials physically incorporated into the project. Address: Colorado Department of Revenue State Capital Annex 1375 Sherman Street Denver, Colorado, 80261 Sates and Use Taxes for the State of Colorado Regional Transportation District (RTD) and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. All applicable Sales and Use Taxes (including State collected taxes), on any items other than construction and building materials physically incorporated into the project are to be paid by CONTRACTOR and are to be included in appropriate bid items. Use of Premises: 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENGINEER, ENGINEERS Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER or any other parry indemnified hereunder to the extent. caused by or based upon CONTRACTOR's performance of the Work. 6.17. During the progress of the Work, CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents: EJCDC GENERAL. CONDITIONS 1910-8 (1990 E(fition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9.4) in good order and annotated to show all changes made during construction These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, and prior to release of final payment, these record documents, Samples and Shop Drawings will be delivered to ENGINEER for OWNER. Safety and Protection: 6.20. CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 6.20.1. all persons on the Work site or who may be affected by the Work; 6.20.2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and 6.20.3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss, and shall erect and maintain all. necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraphs 6.20.2 or 620.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor; Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENGINEERS Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRACTORS duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a 15 1 notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. Safety Representative. - CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Hazard Communication Programs: 6.22. 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 Documents 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 as 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 enable 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 for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited 16 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/1-000) purposes required by paragraph6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures: 6.25.1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: 6.25.1.1. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and 6.25.1.3. all information relative to CONTRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6.25.2. Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 6.25.3. At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation. 6.26. ENGINEER 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. ENGINEER's 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 completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.27. ENGINEER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of .submission as required by paragraph 6.25.3 and ENGINEER has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1. 6.28. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by ENGINEER as required by paragraph 2.9, any related Work performed prior to ENGINEER's review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR Continuing the Work: 6.29. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.30. CONTRACTOR's General Warranty and Guarantee: 6.30.1. CONTRACTOR warrants and guarantees to OWNER, ENGINEER and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers, or 6.30.1.2. normal wear and tear under normal usage. 6.30.2. CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in EJCDC GENERAL CONDITIONS 1910-8 (t990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER, 6.30.2.2. recommendation of any progress or final payment by ENGINEER; 6.30.2.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER; 6.30.2.5. 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 Indemnification: 6.31. 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 (including, but not limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, 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 injury, 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 in whole or in part by any negligent act or omission of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. In any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by 17 0 11 5 J any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. 6.33. The indemnification obligations of CONTRACTOR under paragraph6.31 shall not extend to the liability of ENGINEER and ENGINEER's Consultants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them. Survival of Obligations: 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 obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. ARTICLE 7--OTHER WORK Related Work at Site: 7.1. OWNER may perform other work related to the Project at the site by OWNER' own forces, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof will be given to CONTRACTOR Prior to starting any such other work and (ii) CONTRACTOR may make a claim therefor as provided in Articles 11 and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the parties are unable to agree as to the amount or extent thereof. 7.2. CONTRACTOR shall afford each other contractor who is a 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 only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable 18 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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 CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work. CONTRACTOR's failure so to report will constitute an acceptance of such other work as tit and proper for integration with CONTRACTOR's Work. except for latent or nonapparent defects and deficiencies in such other work. Coordination: 7.4. If OWNER contracts with others for the performance of other work on the Project at the site, the following will be set forth in Supplementary Conditions: 7.4.1. the person, firm. or corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified, 7.4.2. the specific matters to be covered by such authority and responsibility will be itemized; and 7.4.3. the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination ARTICLE 8--OWNER'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 ER shall appoint an engineer agetast whose status under the Contract Documents shall be that of the former ENGINEER 8.3. OWNER shall furnish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 and 14.13. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph4.2 refers to OWNERSs 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 structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents. 95 in and rna��4i�� liabiliPf and prop --et fe . . 8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4. 8.8. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 deals with OWNER's right to terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. OWNER will not be responsible for CONTRACTOR's failure to perform or fumish the Work in accordance with the Contract Documents. ARTICLE 9—ENGINEER'S STATUS DURING CONSTRUCTION 06VNER's Representative: 9.1. ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER - Visits to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4P-000) that has been made and the quality of the various aspects of CONTRACTOR's executed Work. 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 efforts 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 against defective Work. ENGINEER's visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without limitation, during or as a result of ENGINEER'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 comply with Laws and Regulations applicable to the furnishing or performance of the Work. Project Representative. 9.3. If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist. ENGINEER in providing more continuous observation of - the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraphs 9.3 and 9.13 and in theSuppPlementa does of these General Conditions. If OWNER designates another representative 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 provided in paragraph 9.3 9.3.1. The Representative's dealings in matters pertaining to the on -site work will, in general, be with the ENGINEER and CONTRACTOR But, the Representative will keep the OWNER properly advised about such matters. The Representative's dealings with subcontractors will only be through or with the full knowledge and approval of the CONTRACTOR 9.3.2. Duties and Responsibilities. Representative will: 9.3.2.1. Schedules - Review the progress 19 schedule and other schedules prepared by the ' CONTRACTOR and consult with the ENGINEER concerning acceptability. 9.3.2.2. Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruction conferences, progress meetings and other job conferences and prepare and circulate copies of minutes of meetings. ' 9.3.2.3. Liaison 9.3.2.3.1. Serve as ENGINEER'S liaison with CONTRACTOR, working principally ' through CONTRACTOR'S superintendent to assist the CONTRACTOR in understanding the Contract Documents. 9.3.2.3.2. Assist in obtaining from OWNER additional details or information, when required, for proper execution of the Work. 9.3.2.3.3. Advise the ENGINEER and CONTRACTOR of the commencement of any Work requiring a Shop Drawing or ' sample submission if the submission has not been approved by the ENGINEER. 9.3.2.4.Review of Work, Rejection of Defective Work, Inspections and Tests - 9.3:2.4.1. Conduct on -site observations of the Work in progress to assist the ENGINEER in determining that the Work is proceeding in accordance with the Contract Documents. 9.3.2.4.3. ,Xccompgnv visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections and report to the ENGINEER. 9.3.2.5. Intemretation of Contract Documents. Report to ENGNL EER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and interpretation of the Contract Documents as issued by the ENGINEER 9.3.2.6. Modifications. Consider and evaluate CONTRACTOR'S suggestions for �O EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) modification in Drawings or Specifications and report these recommendations to ENGINEER. Accurately transmit to CONTRACTOR decisions issued by the ENGINEER. 9.3.2.7. Records. 9.3.2.7.1. Maintain at the Remesentative's office orderly files conceming correspondence, reports of job conferences, Shop Drawings and samples, reproductions or original Contract. Documents including al Work Directive Changes, Addenda, Change orders, Field Orders, additional drawings issued subsequent to the execution of the Agreement, ENGINEER'S clarifications and interpretations of the Contract Documents progress reports and other oroieet docum ents 9.3.2.7.3. Record names addresses and telephone numbers of all CONTRACTORS. -subcontractors and major suppliers of equipment and materials: 9.3.2.8. Reports. 9.3.2.8.1. Furnish ENGINEER periodic reports, as required, of the progress of the Work and of the CONTRACTOR'S compliance with the progress schedule and schedule of shot) Drawing and sample submittals 9.3.2.8.2. Consult with ENGINEER in advance of scheduling major tests, inspections or start of important phases of the Work. 9.3.2.8.3. Draft proposed Change Orders and Work Directive Changes, obtaining backup material from the CONTRACTOR and recommend to ENGINEER Change Orders, Work Directive Changes and field orders. 9.3.2.8.4. Report immediately to ENGINEER and OWNER the occurrence of anv accident 9 3 9 Payment Requests Review applications for payment with CONTRACTOR for compliance with the established procedure for their submission and forward with recommendation to ENGINEER, noting particularly the relationship of the Wyrnent requested to the schedule of values, work completed and materials and equipment delivered at the site but not incorporated in the Work. 9.3.2.10. Completion. 9.3.2.10.1. Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items requiring correction or completion. 9.3.2.102. Conduct final inspection in the company of the ENGINEER, OWNER and CONTRACTOR and prepare a final list of items to be corrected or completed. 9.3.2.10.3. Observe that all items on the final list have been corrected or completed and make recommendations to ENGINEER concerning acceptance. 9.3.3. Limitation of Authority: The Representative shall not: 9.3.3.1. Authorize any deviations from the Contract Documents or accept any substitute materials or equipment unless authorized by the ENGINEER. 9.3.3.2. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents. 9.3.3.3. Undertake any of the responsibilities of the CONTRACTOR, Subcontractors, or CONTRACTOR'S superintendent 9.3.3.4. Advise on, or issue directions relative to, or assume control over any aspct of the means, methods, techniques, sequences or procedures for construction unless such is specifically called for in the Contract Documents. 9.3.3.5. Advise on or issue directions regarding or assume control over safety precautions and programs in connections with the Work. 9.3.3.6. Accept Shop Drawings or sample submittals from anyone other than the CONTRACTOR 9.3.3.7. Authorize OWNER to occupy the Work in whole or in part. 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by the ENGINEER Clarifications and Interpretations: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EJCDC GENERAL, CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thereof, if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or Article 12. Authorized Variations in Work: 9.5. ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR who shall perform the Work involved promptly. If OWNER or CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree.as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or 12. Rejecting Defective Work 9.6. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed: Shop Drawings, Change Orders and Payments: 9.7. In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. 9.8. In connection with ENGINEER's authority as to Change Orders, see Articles 10, 11, and 12. 9.9. In connection with ENGINEER's authority as to Applications for Payment, see. Article 14. Determinations for Unit Prices: 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application 21 F ' 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 anysuch decision, either OWNER or CONTRACTOR ' delivers to the other and to ENGINEER written notice of intention to appeal from ENGfi TEER's decision and: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A, "Dispute Resolution Agreement", entered ' into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, 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 ENGINEER's decision, 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 in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the ' other party to the Agreement promptly (but in no event later than thirty days) after the start of the occurrence or event 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 allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing party's submittal, if any, in accordance with this paragraph. ENGINEER's written decision on such claim, dispute or other matter will be final and binding upon OWNER and CONTRACTOR ' unless: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in EXIiIBIT 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 ' 22 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. 9.12. When functioning as interpreter and judge under paragraphs 9. 10 and. 9.11, ENGINEER will not show partiality to OIVNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter pursuant ^ Artiel 9.13. Limitations on ENGINEER's Authority and Responsibilities: 9.13.1. Neither ENGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents 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 organization, or to any surety for or employee or agent of any of them. 9.13.2. ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5. The limitations upon authority. and responsibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants. ARTICLE 10—CHANGES IN THE `VORK 10.1. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable 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 adjustment 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 or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraphs 3.5 and, 3.6, except in the case of an emergency as provided in paragraph 6.23 or in the case of uncovering Work as provided in paragraph 13.9. 10.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1, (ii) required because of acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (iii) agreed to by the 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 Price or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.11; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EJCDC GENERAL CONDITIONS 19103 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/20001) (including, but not limited to, Contract Price or Contract , Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. Written Agreement are not valid 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 at 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 based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered.within sixty days after the start of such occurrence or event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event. All claims for adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted inaccordancewith ails 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 unit prices to the quantities of the items involved (subject to the provisions of 23 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided ' below. All measured by progress payments will be on the basis of the progress of the Work the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the ' General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial ' Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in ' accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ' ARTICLE 6. CONTRACTOR'S REPRESENTATION 1 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. 7/96 Section 00520 Page 3 paragraphs 11.9.1 through 11.9.3, inclusive); CONTRACTOR shall obtain competitive bids from ' Subcontractors acceptable to OWNER and 11.3.2. where the Work involved is not covered by CONTRACTOR and shall deliver such bids to unit prices contained in the Contract Documents, by a OWNER who will then determine, with the advice of mutually agreed payment basis, including lump sum ENGINEER, which bids, if any, will be accepted. If (which may include an allowance for overhead and any subcontract provides that the Subcontractor is to ' profit not necessarily in accordance with be paid on the basis of Cost of the Work plus a fee, paragraph 11.6.2); the Subcontractor's Cost of the Work and fee shall be determined in'the same manner as CONTRACTOR's 11:3.3. where the Work involved is not covered by unit prices contained in the Contract Documents and Cost of the Work and fee as provided in paragraphs 11.4, 11.5, 11.6 and 11.7. All agreement to a lump sum is not reached under subcontracts shall be subject to the other provisions of paragraph 11.3.2, on the basis of the Cost of the Work the Contract Documents insofar as applicable. (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit 11.4.4. Costs of special consultants (including but ' (determined as provided in paragraph 11.6). not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) Cost of the Work: employed for services specifically related to the Work. 11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in 11.4.5. Supplemental costs including the following: the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER, such costs shall 11.4.5.1. The proportion of necessary be in amounts no higher than those prevailing in the transportation, travel and subsistence expenses of locality of the Project, shall include only the following CONTRACTOR's employees incurred in ' items and shall not include any of the costs itemized in discharge of duties connected with the Work. paragraph 11.5: 11.4.5.2. Cost, including transportation and 11.4.1. Payroll costs for employees in the direct maintenance, of all materials, supplies, employ of CONTRACTOR in the performance of the equipment, machinery, appliances, office and ' Work under schedules of job classifications agreed temporary facilities at the site and hand tools not upon by OWNER and CONTRACTOR. Such owned by the workers, which are consumed in the employees shall include without limitation performance of the Work, and cost less market superintendents, foremen and other personnel value of such items used but not consumed which employed full-time at the site. Payroll costs for remain the property of CONTRACTOR. employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the 11.4.5.3. Rentals of all construction Work. Pavroll costs shall include; butet be limited to; equipment and machinery and the parts thereof salaries and wages plus the cost of fringe benefits whether rented from CONTRACTOR or others in ' which shall include social security contributions, accordance with rental agreements approved by unemployment, excise and payroll taxes, workers' OWNER with the advice of ENGINEER, and the compensation, health and fatiremen benefits,-bentrses; costs of transportation, loading, unloading, applicable thereto. installation, dismantling and removal thereof -all The expenses of performing Work after regular in accordance with terms of said rental ' working, hours, on Saturday, Sunday or legal holidays, agreements. The rental of any such equipment, shall be included in the above "to the extent authorized machinery or parts shall cease when the use by OWNER. thereof is no longer necessary for the Work. ' 11.4.2. Cost of all materials and equipment furnished 11.4.5.4. Sales, consumer, use or similar taxes and incorporated in the Work, including costs of related to the Work, and for which transportation and storage thereof, and Suppliers' field CONTRACTOR is liable, imposed by Laws and services required in connection therewith All cash Regulations. discounts shall accrue to CONTRACTOR unless ' OWNER deposits funds with CONTRACTOR with 11.4.5.5. Deposits lost for causes other than which to make payments, in which case the cash negligence of CONTRACTOR, any discounts shall accrue to OWNER. All trade Subcontractor or anyone directly or indirectly discounts, rebates and refunds and returns from sale of employed by any of them or for whose acts any ' surplus materials and equipment shall accrue to of them may be liable, and royalty payments and OWNER, and CONTRACTOR shall make provisions fees for permits and licenses. so that they may be obtained 11.4.5.6. Lasses and damages (and related 11.4.3. Payments made by CONTRACTOR to the expenses) caused by damage to the Work, not. ' Subcontractors for Work performed or furnished by compensated by insurance or otherwise, sustained Subcontractors. If required by OWNER, by CONTRACTOR in connection with the EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 24 ' w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) performance and furnishing of the Work (except. losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.9), provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER. No such losses, damages and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. If, however, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof, CONTRACTOR shall be paid for services a fee proportionate to that stated_ in paragraph 11.6.2. 11.4.5.7. The cost of utilities, fuel and sanitary facilities at the site. 11.4.5.8. Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. 11.4.5.9. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The term Cost of the Work shall not include any of the following: 11.5.1. Payroll costs and other compensation of CONTRACTOR's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.4.1 or specifically covered by paragraph 11.4.4—all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 11.52. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the site. 11.53. Any part of CONTRACTOR' capital expenses, including interest on CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.5.9 above). EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 11.5.5. Costs due to the negligence of CONTRACTOR any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the .correction of defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. 11.5.6. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4. 11.6. The CONTRACTORSs fee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 11.6.1. a mutually acceptable fixed fee; or 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: 11.6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTOR's fee shall be fifteen percent; 11.6.2.2. for costs incurred under paragraph 11.4.3, the CONTRACTOR' fee shall be five percent; 11.6.2.3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and 11.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee of five percent of the amount paid . the .,ea l,.weF tier Stib .,.......,,eter. to be negotiated in good faith with the OWNER but not to exceed five percent of the amount paid to the next lower tier Subcontractor. 11.6.2.4. no fee shall be payable on the basis of costs itemized under paragraphs 11.4.4, 11.4.5 and 11.5; 11.6.2.5. the amount of credit. to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR's fee by an amount equal to five percent of such net decrease, and 11.6.2.6. when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.51 inclusive. 11.7. Whenever the cost of any Work is to be 25 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 .411mvanees. 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 furnished 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 materials and equipment required by the allowances to be delivered at the site, and all applicable taxes, and 11.8.2. CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract 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 unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR'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 I 1 if 11.9.3.1. the quantity of anyitem of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; EJCDC GENERAL CONDITIONS I910-8 (1990 Edition) 26 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) and 11.9.3 2. there 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 parties are unable to agree as to the amount of any such increase or decrease. 11.9.3.4. CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the Bid or change quantities at OWNER'S sole discretion without affecting the Contract Price of any remaining item so long as the deletion or addition does not exceed twenty-five percent of the original total Contract Price. ARTICLE 12--CHANGE OF CONTRACT TIMES 12.1. The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimants written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 12.1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 12.3. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays . beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to.the time lost due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of the CONTRACTOR, or (ii) delays beyond the control of both parties including, but not limited to, fires, floods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors perform ing.other work as contemplated by Article 7. ARTICLE 13--TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1. Notice of Defects: Prompt notice of all defective Work of which OWNER or ENGINEER have actual knowledge will be given to CONTRACTOR All defective Work may be rejected, corrected or accepted as provided in this Article 13. Access to Work: 13.2. OWNER, ENGINEER, ENGINEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at feasenable time for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may'comply therewith as applicable. Tests and Inspections. 13.3. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 13.4.1. for inspections, tests or approvals covered by paragraph 13.5 below; 13.4.2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.9 EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) below shall be paid as provided in said paragraph 13.9; and 13.4.3. as otherwise specifically provided in the Contract Documents. 13.5. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection, or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for OWNER's and ENGINEER'S acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. 13.6. If any Work (or the work of others) that is to be inspected, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering Work: 13.8. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEER's observation and replaced at CONTRACTOR's expense. 13.9. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR, at ENGINEER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as. ENGINEER may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction, (including but: not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, may make a claim therefor as provided in Article 11. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such 27 J 11 r uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. OWNER Nfay Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to famish or perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work, or any 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 this right for the benefit of CONTRACTOR or any surety or other party. Correction or Removal ofDefeetive 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 work of others). 13.12. Correction Period.• 13.12.L If within one }year two years after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, 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 therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR. 13.12.2.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. 13.12.3. Where defective Work (and damage to other EJCDC GENERAL CONDITIONS 191M (1990 Edition) 28 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Work resulting therefrom) has been corrected, removed or replaced under this paragraph 1112, the correction period hereunder with respect to such Work will be extended for an additional period of eae yeaE two year after 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 unable 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. 0TMER May Correct Defective Work: 13.14. If CONTRACTOR fails within a reasonable time after, written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR 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, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTORS services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's representatives, agents and employees, OWNER's other contractors and ENGINEER and ENGINEER's Consultants access to the site to enable OWNER to exercise: the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against 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 11. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies hereunder. ARTICLE'14--PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of [values. 14.1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER.. Progress payments on account of Unit Price Work will be based on the number of units completed. Application for Progress Payment. 14.2. At least twenty days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER's interest therein, all of which will be satisfactory to OWNER. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. Any funds that are withheld by the OWNER shall not be subject to substitution by the CONTRACTOR with securities or any arrangements involving an escrow or custodianship. By executing the application for payment form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes Section 24-91-101 et seq. CONTRACTOR's Warranty of Title. 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens. Review of Applications for Progress Payment. 14.4. ENGINEER will, within ten days after receipt of each Application for Payment, either indicate in writing a EJCDC GENERAL CONDITIONS 1910-8 (1990 E(fition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4P-000) 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 and resubmit the. Application. Ten days after presentation of the Application for Payment to OWNER with ENGINEER's recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due. and when due will be paid by OWNER to CONTRACTOR 14.5. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by 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 and belief 14.5.1. the Work has progressed to the point indicated, 14.5.2. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole 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 9.10, and to any other qualifications stated in the recommendation), and 14.5.3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is ENGINEER's responsibility to observe the Work. However, by recommending any such payment 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 Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (ii) that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR 14.6. ENGINEER's recommendation of any payment, including final payment, shall not mean that ENGINEER is responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the famishing or performance of Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if, in ENGINEER's opinion, it would be incorrect to make the representations to 29 11 1 1 J OWNER referred to in paragraph 14.5. ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEER's opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Written 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 delivered 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 enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 inclusive; but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any adjustment,thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed 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 30 EJCDC GENERAL CONDITIONS 1910-8 (1990 Editim) w1 CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) considers the Work substantially complete; ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or attached list. If, after 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 the reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete, ENGINEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security,. operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until fmal payment. 14.9. 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 Utilization: 14.10. Use by OWNER at OWNER's option of any substantially completed part of the Work, which: (i) has specifically been identified in the Contract Documents, or (ii) OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1.0WNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make .a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. Final Application for Payment: 14.12. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance required by paragraph 5:4, certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents, CONTRACTOR Tay make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph 5.4.13, (ii) consent of the surety, if any, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER'S property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails EJCDC GENERAL CONDITIONS 19103 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000) to furnish such a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien Releases or waivers of liens and the consent of . the surety to finalize payment are to be submitted on forms conforming to the format of the OWNER'S standard forms bound in the Project manual. Final Payment and Acceptance: 14.13. If, on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGINEER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after.receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions. of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, .in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. Thirty days after presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance and with ENGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to paragraph 17.6.2 of these General Conditions. 14.14. If, through no fault of CONTRACTOR, final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGINEER and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds .have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Waiver of Claims.• 14.15. The making and acceptance of final payment will constitute: 14.15.1. a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens, from defective Work appearing after 31 1 final inspection pursuant to paragraph 14.11, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15--SUSPENSION OF WORK AND TERTNIINATION OWNER Nfay Suspend Work: 15.1. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER May Terminate: 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted from time to time pursuant to paragraph 6.6); 15.2.2. 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 the services of CONTRACTOR, exclude CONTRACTOR.from the site and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid 32 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) CONTRACTOR but which are stored elsewhere, and fmish the Work as OWNER may deem expedient. In such case CONTRACTOR shall not be entitled to receive any further payment until the Work is finished If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by OWNER arising out of or resulting from completing the Work such excess will be paid to CONTRACTOR If such claims, costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. 15.3. Where CONTRACTOR's services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release 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 on such Work; 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract 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 Subcontractors, 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 Nfgv Stop Work or Terminate: 15.5. If through no act or fault of CONTRACTOR, the Work is suspended for a period of more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any sum finally determined to be due, then 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 payment on the same terms as provided in paragraph 15.4. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an :Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon The provisions of this paragraph'15.5 are not intended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE 16—DISPUTE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall be as set forth in Exhibit GC -A, "Dispute Resolution Agreement", to be attached hereto and made a part hereof. If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9.10, 9.11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17—TVITSCELLANEOUS Giving Notice: 17.1. Whenever any provision of the Contract. Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm, or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.2. Computation of Time: 17.2.1. When any period of time is referred to in the Contract Documents by days, it. will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a.day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. EJCDC GENERAL CONDITIONS 1910-8 (1990 Ec&tiaa) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 17.2.2. A calendar day of twenty-four hours measured from midnight to the next midnight will constitute a day. Notice of Claim: 17.3. Should OWNER or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party,or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cumulative Remedies. 17.4. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation; the warranties, guarantees and obligations imposed upon CONTRACTOR. by paragraphs 6.12, 6.16, 6.30, 6.31, 6.32, 13.1, 13.12, 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Professional Fees and Court Costs Included: 17.5. Whenever reference is' made to "claims, costs, losses and damages", it shall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this Ap-reement. Reference to two vertinent Colorado statutes are as follows-, 17.6.2. If a claim is tiled, 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 hire, sustenance, provisions, provender, or other supplies used or consumed by CONTRACTOR or his 33 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 Q affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and ' conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, , examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, ' errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. , ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between , OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7/96 Section 00520 Page 4 n 1 F� F� ' 34 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) r� (This page left blank intentionally.) EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 35 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 11 1 1] 1 ' 36 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV.4/2000) EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16.1. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction 16.2. No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER initially for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to ENGINEER if a written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 9.11; and the failure to demand arbitration within said thirty days' period will result in ENGINEER's decision being final and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 9.10 will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9.10. 16.3. Notice of the demand for arbitration will be filed in writing with the other party to the Agreement and with the American Arbitration Association, and a copy will be sent to ENGINEER for information. The demand for arbitration will be made within the thirty -day or ten -tray period specified in paragraph 16.2 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. EICDC GENERAL CONDITIONS 1910-8 0990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 16.4. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contract Documents shall include by,consolidation,joinder or in any other manner any other person or entity (including ENGINEER, ENGINEER's Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: 16.4.1. the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration, and 16.42. such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings, and 16.4.3. the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party not specifically identified in such consent. 16.5. Notwithstanding paragraph 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration between OWNER. and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractor consents to being joined in an arbitration between OWNER and CONTRACTOR involving the Work of such Subcontractor. Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER, ENGINEER or ENGINEER's Consultants that does not otherwise exist. 16.6. The award rendered by. the arbitrators will be final, judgment may be entered upon it in any court having jurisdiction thereof, and it will not be subject to modification or appeal. 16.7. OWNER and CONTRACTOR agree that they stiall first submit any and all unsettled claims, counterclaims, disputes and other matters in question between them arising out of or relating to the Contract Documents or the breach thereof ("disputes"), to mediation by the American Arbitration Association under the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them initiating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16.6, unless delay in initiating arbitration would irrevocably prejudice one of the parties. The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 16.2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed. GC -Al EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) GC -Al w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/94) SECTION 00800 SUPPLEMENTARY CONDITIONS ' SECTION 00800 SUPPLEMENTARY CONDITIONS ' Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with ' City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. ISC-5.4.8 Limits of Liability ' A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: ' 5.4.1 and 5.4.2 Coverage A - Statutory Limits ' Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of ' $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). ' 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits ' (CSL) . 1 1 ISection 00800 Page 1 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment Rev 07/08 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE:6046 2010 Renewal CONTRACTOR: Vogel Concrete PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $60,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing Rev 07/08 DATE: DATE: DATE: DATE: Section 00950 Page 1 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Date: By: Rev07/08 Section ge == M M M M M M M M M 960 M M M r M 1 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5Application for Exemption Certificate 7.2.6Application for Payment ' 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: Straw Bale Filter D23 Gravel Filter D24, D25 Curb and Gutter 701 Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) 703 Standard Driveway Approach (I & II) 706 Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Drainage Under Sidewalk 709 Curb Inlet 4' Opening - Vertical Curb and Gutter D-7a, 7b Curb Inlet 4' Opening - Driveover Curb and Gutter D-8a, 8b Concrete Sidewalk Culvert D-12, 13 Area Inlet D-9a Modified Type 13 Inlet 13-A Catch Basin Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 Access Ramp Details 1603 Detached Walk/Intersection Detail 1604 Detached Walk/Intersection Detail 1605 Pedestrian Ramp Detail 1606 Residential.Local Street Access Ramps 1606a Truncated Dome Warning or Acdess Ramps 1607 Median Islands and Pedestrian Refuge Area 1608 Sidewalk Widening Details 2501 Concrete Pavement Joints M-412-1 7/96 1 Section 00520 Page 5 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored . This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Rev07/08 Section 00960 Page 2 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Rev07/0s Section 00960 Page STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 Rev07/08 Section 00960 Page 4 2010 CONCRETE MAINTENANCE PROJECT GENERAL REQUIREMENTS INDEX SECTION PAGE NUMBERS ' 01010 Summary of Work General Requirements 1-2 01040 Coordination General Requirements 3-4 01310 Construction Schedules General Requirements 5-6 ' 01330 Survey Data General Requirements 7 01340 Shop Drawings General Requirements 8-10 01410 Testing General Requirements 11-12 01510 Temporary Utilities General Requirements 13 ' 01560 Temporary Controls General Requirements 14-15 01700 Contract Closeout General Requirements 16 01800 Method of Measurement and Basis of Payment General Requirements 17 J 11 ii 1 SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. B. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. C. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner's costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when I 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 I temporarily deny access or services. C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation. E. Erika Keeton and/or Kathleen Maddux will be the Project Manager/Engineer. Erika Keeton 970-221-6605 Mobile/Pager 970-222-0787 Kathleen Maddux 970-221-6615 Mobile/Pager 970-222-8781 F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Page I of 17 SECTION 01010 SUMMARY OF WORK UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 22 l -6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat Kreager 970.566.4416 Telephone: UNCC / 1-800-922-1987 Local Contact: Debbie Kautz 970.689.0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Comcast 493-7400 Utility Notification Center of Colorado (UNCC) - 811 1-800-922-1987 AGENCIES Safety: Occupational Safety and Health Administration (OSHA): 844-3061 Fire: Poudre Fire Authority Non -Emergency: 221-658 l Emergency: 911 Police: City of Fort Collins Police Department Non -Emergency: 221-6540 Emergency: 911 Postmaster: US Postal Service: 225-41 l 1 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION Larimer County Sheriffs Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Emergency: 911 General Requirements - Page 2 of 17 SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall also coordinate with the Landscape Contractor whose Work is separate from the General Contractor' s contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. 1.2 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 PROGRESS MEETINGS A. Contractor and Engineer's Project Representatives shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Resident Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. General Requirements - Page 3 of 17 J SECTION 01040 ' COORDINATION C. Minimum agenda shall include: ' 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. ' 4. Revision of Construction Schedule as appropriate. D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the ' monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION 11 1 General Requirements - Page 4 of 17 SECTION 01310 CONSTRUCTION SCHEDULES 1.1 GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. C. The schedule must show how the street, landscaping and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show the complete work sequence of construction by activity and location. 2. Show changes to traffic control. 3. Show project milestones B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. General Requirements - Page 5 of 17 SECTION 01310 ' CONSTRUCTION SCHEDULES 1.5 OWNER'S RESPONSIBILITY ' A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. ' B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION 1 11 li 1 1 General Requirements - Page 6 of 17