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HomeMy WebLinkAbout108423 VOGEL CONCRETE INC - CONTRACT - BID - 6034 CONCRETE STREET MAINTENANCE PROJECT (2)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 Detailed installation drawings showing foundation details and clearances required for construction Relation to adjacent or critical features of the Work or materials Field dimensions clearly identified as such Applicable standards such as ASTM or Federal Specification numbers Drawings catalogs or parts thereof manufacturers specifications and data instructions performance characteristics and capacities and other information specified or necessary a For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents b For the proper erection installation and maintenance of the materials and equipment which Engineer will review for general information but not for substance c For Engineer to determine what supports anchorages structural details connections and services are required for materials and equipment and the effect on contiguous or related structures materials and equipment Complete dimensions clearances required design criteria materials of construction and the like to enable Engineer to review the information effectively B Manufacturers standard drawings schematics and diagrams I Delete information not applicable to the Work 2 Supplement standard information to provide information specifically applicable to the Work C Format Present in a clear and thorough manner Minimum sheet size 8 '/z x 11 Clearly mark each copy to identify pertinent products and models Individually annotate standard drawings which are famished cross out items that do not apply describe exactly which parts of the drawing apply to the equipment being famished Individually annotate catalog sheets to identify applicable items 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 Clearly identify the following a Date of submission b Project title and number c Names of Contractor Supplier and Manufacturer d Specification section number specification article number for which items apply intended use of item in the work and equipment designation e Identify details by reference to sheet detail schedule or room numbers shown in the Contract Documents f Deviations from Contract Documents g Revisions on re submittals General Requirements Page 9 of 17 h Contractors 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 I Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts END OF SECTION General Requirements Page 10 of 17 SECTION 01410 TESTING 11 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 maybe tested at anytime 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 12 OWNERS RESPONSIBILITIES A Owner shall be responsible for and shall pay all costs in connection with testing for the following 1 Sod tests except those called for under Submittals thereof 2 Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner 3 Concrete test except those called for under Submittals thereof 13 CONTRACTORS 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 12 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 14 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 I of 17 B Superintendence The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work The Superintendent shall have adequate experience to perform the duties of Superintendent C Contractors 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 11 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 Famish 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 Gmemi Requirements Page 13 of 17 SECTION 01560 TEMPORARY CONTROLS 1 1 NOISE CONTROL A Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas B Construction machinery and vehicles shall be equipped with practical sound muffling devices and operated in a manner to cause the least noise consistent with efficient performance of the Work C Cease operation of all machinery and vehicles between the hours of 6 00 p in and 7 00 a in 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 drams and watercourses by sanitary wastes concrete sediment debris and other substances resulting from construction activities 1 Retain all spent oils hydraulic fluids and other petroleum fluids in containers for disposal off the site 2 Prevent sediment debris or other substances from entering sanitary sewers storm drams and culverts 1 4 EROSION CONTROL A Take such measures as are necessary to prevent erosion of sod 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 sod exposure d Temporary materials such as hay bales sand bags plastic sheets riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities B Preserve natural vegetation to greatest extent possible C Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion D Comply with the City of Fort Collins Storm Drainage Erosion Control Manual General Requirements Page 14 of 17 15 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 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 12 PROJECT RECORD DOCUMENTS A Maintain on the Job site and make available to the Engineer upon request one current marked up set of the drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings Further these drawings should reflect all underground obstacles encountered B These record drawings along with any survey records photographs and written descriptions of said work as may be required by the Engineer shall be submitted prior to project acceptance END OF SECTION General Requirements Page 16 of 17 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1 I DEFECTIVE WORK A Owner will not pay for defective work and will not pay for repair or additional work required to brig 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 13 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 210 Reset Structures 212 Seeding Fertilizer and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt Patching 604 Inlets and Culverts 608 & 609 Sidewalks Curb and Gutter Drive Approaches Aprons Crosspans and Concrete Pavement 630 Construction Zone Traffic Control REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows Subsection 104 04 shall include the following It shall be the Contractors responsibility to clear parking from the streets when such parking will interferewith the work Prior to work that requires the streets) 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 I by 7 00 am with a sign that reads similar to NO PARKING WEDNESDAY JULY 2 7 00 A M TO 6 00 P M PATCHING ) See sample NO PARKING sign NO PARKING signs shall remain in place until the street is opened to traffic and all clean up operations completed Encroachment permits must be obtained for each parking space eliminated in order to perform the Work Permits are available from the City of Fort Collins Parking Services office at 215 North Mason Street Permits for spaces directly related to the repairs will be paid for by the Owner Additional spaces for staging will be the responsibility of the Contractor If spaces are not available the Contractor is solely responsible for finding a suitable staging area The location of the staging area must be submitted and approved by the Engineer prior to use Written authorization to use private property to store equipment and materials shall be obtained from the property owner and submitted to the Owner prior to mobilization and use The Contractor shall also submit a letter of indemnification to the Owner and the property owner Parking Parking for Contractor employees will NOT be permitted in the work zone or in the general Downtown vicinity Rooftop Parking Passes for two Downtown parking structures are available for $24/month per vehicle from the City of Fort Collins Parking Seryices Office The Civic Center structure is located on the southeast comer of Mountain and Mason and the Old Town structure is located on the southeast comer of Remington and Mountain Both are conveniently located near the project All vehicles not required to perform the Work shall obtain a Rooftop Parking Pass or be confined to the limits of the staging area (if applicable) 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 Any work done by the Contractor without traffic control will not be paid for under the terns 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 Project Specifications — Page I of 32 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL 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 July 7 7:00AM-6:00PM 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 maybe 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 my 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 Parks Traffic concrete 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 uncleared after the completion of the days work It shall be the Contractors 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 Owners cost to provide said service All cost of maintaining the work during construction and before the project is accepted will not be paid for separately but shall be included in the work Project Specifications — Page 3 of 32 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 Contractors 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 All labor materials tools equipment incidentals and work involved in protecting or repairing underground facilities shall be considered incidental to the work being done and shall not be measured and paid for separately Project Specifications — Page 7 of 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 to complete all unit work Items covered by the contract A vicinity map is included in Section 03500 Project Maps The schedule should take any pnonties into consideration The schedule should also include projected start and end dates Prior to award mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above LIMITATION OF OPERATIONS Subsection 108 04 shall include the following The work shall be completed within the following calendar months JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and residents of the downtown area Every effort will be made to maintain pedestrian flow and to accommodate special events and high volume holidays for businesses, pedestrians, parking, and vehicle traffic Contractor shall be responsible for communicating accurate scheduling information to the project team to assure proper notification of businesses and residents The Contractor shall notify businesses and residents of daily activities which may affect parking or access Contractor shall provide a local contact phone number to facilitate communications with businesses and residents regarding the project City Holidays and specific dates that require work to stop or are limited to specific types of work are described below At a minimum exceptional pedestrian parking and vehicle access must be maintained on these dates as determined by the Engineer Homecoming Parade Friday October 10 DETERMINATION AND EXTENSION OF TIME Subsection 108 07 shall include the following Work hours shall be 7 00 a in to 6 00 p in Monday through Friday or as approved by the Engineer All Work is to be completed in forty (40) consecutive working days Project Specifications— Page 8 of 32 REVISION OF SECTION 108 PROSECUTION AND PROGRESS 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 forty (40) working days shall result in damages assessed against the Contractor At the City s option liquidated damages in the amount of S1000 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 Protect Specifications — Page 9 of 32 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows C ONSTRUCTION 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 10 of 32 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows DESCRIPTION Subsection 202 01 is revised to include the following This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete and asphalt to a neat line CONSTRUCTION REQUIREMENTS Subsection 202 02 is revised to include the following Sawing of concrete shall be done to a true line with a vertical face unless otherwise specified The depth of a saw cut in concrete shall be the full depth of the existing concrete slab or 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/mch Sawcuthng shall be paid for only in connection with the Concrete Pavement — Remove and Replace" item For all other types of work including control joints sawcutting shall be considered a subsidiary obligation of the Contractor and shall not be measured or paid for separately 13ASIS OF PAYMENT Subsection 202 12 is revised to include the following Payment will be made under Pay Item Unit 20201 Sawcut Concrete Pavement— Per 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 including cleanup as specified in these specifications as shown on the plans and as directed by the Engineer Project Specifications — Page 1 I of 32 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows DESCRIPTION Subsection 203 01 is revised to include the following This work shall consist of removing and disposing of the existing pavement base or other material preparing the subgrade for the subsequent course and placing borrow in accordance with the specifications and in reasonably close conformity with the lines grades and typical cross sections shown on the plans or as designated by the Engineer All excavation will be classified General Excavation as hereafter described The Contractor shall dispose of all excavated material CONSTRUCTION REQUIREMENTS Subsection 203 05 is revised to include the following General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item The Contractor shall be responsible forthe 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 Project Specifications — Page 12 of 32 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate Base Course (The Class t Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications ) The material required for a specific location shall be directed by the Engineer 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 is revised to include the following The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work continues Should the Contractor fad 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 13ASIS OF PAYMENT Subsection 203 14 shall include the following Payment will be made under Pay Item Unit 203 01 General Excavation 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 Embankment including haul stockpiling placing material watering or drying soil compaction proofrollmgfinish grading and disposal ofunusable materials asshown on the plans as specified in these specifications and as directed by the Engineer Project Specifications —Page 13 of 32 REVISION OF SECTION 210 RESETSTRUCTURES Section 210 of the Standard Specifications is hereby revised as follows CONSTRUCTION REQUIREMENTS Subsection 210 02 is revised to include the following Brick paver walkways and median cover that are disturbed due to adjacent concrete repairs or form placement shall be salvaged and reset after concrete repairs are complete The pavers shall be set on compacted base and shall match as closely as possible the surface treatment of the surrounding existing area The Contractor shall compact the subgrade and spread bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as directed by the Engineer The Contractor shall use a plate vibrator to embed the pavers into the sand Joint spacing between paver units shall match as closely as possible the surrounding area Joints shall be filled completely with joint sand Excess sand shall be removed by sweeping Subsection 2I0 10 is revised to include the following Manholes valve boxes meter boxes and all other similar structures located in a pavement shall be adjusted as noted below Prior to beginning any construction on existing streets that will receive reconstruction and/or overlay the Contractor shall mark on the curb and gutter with paint the location of all existing structures These markings shall be maintained by the Contractor until the work has been completed and accepted by the Engineer The Contractor shall do all work needed to ensure that said structures can be readily adjusted and shall have all necessary materials on hand prior to commencing the work Contractor shall verify that manholes and valve boxes can be adjusted prior to construction All structures shall be adjusted to be 1/8 to 5/8 below the pavement Valve boxes shall be adjusted by removing the existing pavement (concrete or asphalt) and adjusting the valve by turning it to the proper grade This item will be measured and paid for separately under Adjust Valve Box not including bituminous/concrete material The Contractor shall exercise reasonable care while attempting to adjust the valve boxes If the Contractor is negligent and breaks the valve box said valve box shall be replaced at the Contractor's expense Manholes shall be adjusted by removing an area of pavement (concrete or asphalt) with a minimum diameter one foot (1) larger than the structure (centered on the structure) by cutting vertical edges adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise the structure to the proper grade This item will be paid for under Adjust Manhole not including bituminous/concrete material When the manhole adjustment is complete the slope of the top surtace of the manhole cover shall match the slope of the pavement in both the longitudinal and traverse directions Any manhole cover which is unstable or noisy under traffic shall be replaced by the Contractor The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into manholes valve boxes or other structures during the construction process In the event that a structure was not properly adjusted (i a too high or too low) written notice will be given by the Engineer to the Contractor requiring the Contractor to make the necessary adjustments within five (5) Project Speciflcanons — Page 14 of 32 REVISION OF SECTION 210 RESETSTRUCTURES working days In the event that the structure is not adjusted within said time frame the Engineer shall have the right to engage a thud party to complete the work and to withhold the cost of such work from payments due the Contractor The Engineer will also notify the Contractor in writing of any structures that were covered during the paving operation The Contractor shall then have five (5) working days to make said structure accessible or will be subject to the constraints of the previous paragraph with respect to a third party completing the work METHOD OF MEASUREMENT Subsection 2I0 12 shall include the following The accepted quantities of Adjust Manholes Valve Boxes and Meter Boxes will be paid for at the contract unit price per each Non shrink backfill concrete haul and disposal will not be measured and paid for separately but shall be included in the contract unit price for each type of adjustment The accepted quantities of brick pavers will be measured and paid for by the square toot of reset area Removal protection storage grading compaction bedding and joint sand will not be measured and paid for separately but shall be included in the contract unit price for Reset Brick Pavers BASIS OF PAYMENT Subsection 2I0 13 shall include the following Payment will be made under Pay Item Pay Unit 21001 Adjust Valve Box Each 210 02 Adjust Standard Manhole < 24 Each 2I0 03 Reset Brick Pavers 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 adjusting structures complete in place including non shrink backfill concrete haul and disposal as shown on the plans as specified in these specifications and as directed by the Engineer Project Specifications —Page 15 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 sod 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 Also see Protection and Restoration of Property & Landscape found herein MATERIALS Subsection 212 02 is revised to include the following Topsoil shall contorm to the requirements of Protection and Restoration of Property found herein Bluegrass sod shall be nursery grown 99% Kentucky Blue Grass and 99% weed free Other sod type may be used only if approved in writing by the Engineer The 1% allowable weeds shall not include any undesirable perennial or annual grasses or plants Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length The Contractor shall submit a sample of the sod he proposes to furnish Said sample shall serve as a standard Any sod furnished whether in place or not, that is not up to the standard of the sample maybe 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 Sod 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'h 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 Project Specifications — Page 16 of 32 REVISION OF SECTION 212 SEEDING FERTILIZER AND SODDING 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 BASIS OF PAYMENT Subsection 212 08 1s 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 Project Specifications— Page 17 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 Failure to protect open excavations or any other use not directly related to the Work shall not be measured or paid for separately but shall be included in the Work Borrow that is placed as a result of excavation of unsuitable subgrade will be paid for at the unit price for Borrow under Revision of Section 203 Excavation and Embankment Load slips shall be consecutively numbered for each day and submitted to the Engineer daily The accepted quantities for Aggregate Base Course will be paid for at the contract unit price per ton BASIS OF PAYMENT Subsection 304 08 is revised to include the following Payment will be made under Pay Item 304 01 Aggregate Base Course Unit Ton The above prices and payments shall include full compensation for furnishing all labor materials tools equipment and incidentals and for doing all work involved in the placement of Aggregate Base Course complete in place including haul and water as shown on the plans as specified in these specifications and as directed by the Engineer Project Specifications —Page 18 of 32 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 The Contractor shall remove no more than six (6) inches of 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 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 19 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 Subsection 604 04 is revised to include the following The existing frames, grates bonnets and angle iron faces shall be salvaged and reused in the reconstruction of the inlet deck or replacement of the inlet Salvable material shall remain the property of the City of Fort Collins and shall be stockpiled by the Contractor at specified locations within the project limits The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or replacing damaged or missing material until it is incorporated into the work or is loaded onto City equipment by the Contractor If the frame grate bonnet or angle iron face cannot be salvaged the City will provide the replacement material for all inlet types In the event the City cannot provide material for the Modified Type 13 Curb Inlets the Contractor shall supply new material This item shall include the frame grate and adjustable curb bonnet for a Modified Type 13 Curb Inlet and will be paid as Modified Type 13 Curb Inlet Materials Only This item will be paid in addition to the Remove & Replace or Reconstruct Deck inlet items All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the detail found herein The "Metal Sidewalk Culvert with 5/8 Plate item shall include a new frame and plate The existing frame and plate shall be salvaged to the maximum extent feasible Salvable material shall remain the property of the City of Fort Collins When concrete is to be removed and replaced around an existing grate without disturbing the deck or box this shall not constitute Reconstruct Inlet Deck These locations shall be measured and paid for separately under the items described in Revision of Sections 608 and 609 Sidewalks Curb and Gutter Drive Approaches Aprons and Crosspans found herein Expansionjoint material shall be installed every 500 in long runs and between new structure slabs and existing concrete slabs where called for and around fire hydrants poles inlets sidewalk culverts mid block ramps radius points at intersections and other fixed objects i e ends of sidewalk slabs and curbs Expansion joint material must be set vertical and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412 18 Expansion and caulking shall be paid as Expansion and Caulking by the lineal foot Project Specifications — Page 20 of 32 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 Area Inlet Remove & Replace Each 604 02 Area Inlet Reconstruct Deck Each 60403 Area Inlet Reconstruct Deck Additional Foot Opening Lineal Foot 60404 Muddied Type 13 Curb Inlet Remove & Replace Each 60405 Modified Type 13 Curb Inlet Reconstruct Deck Each 60406 Modified Type 13 Curb Inlet Materials Only Each 60407 Concrete Sidewalk Culvert Remove & Replace Each 60408 Metal Sidewalk Culvert with 5/8 Plate Remove & Replace Each 604 09 Additional Square Foot 3/8 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 21 of32 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 Latimer 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 Imes 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 1 Type I/I1 or Type III The air content shall be four (4) to seven (7) percent High Early concrete shall be used tot concrete repair locations High Early concrete shall have a specified compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi The concrete shall have a maximum water/cement ratio of 0 45 The type of concrete used for a particular location shall be approved by the Engineer See also Section 2 05 Rigid Pavement Design and Section 4 2 4 Concrete Streets of the City of Fort Collins Design Criteria and Standards for Streets Water Reducing Agents shall conform to ASTM C 494 82 Accelerating Agents shall conform to ASTM C 494 82 Calcium Chloride shall not be utilized as an accelerating agent The Contractor shall furnish a load slip containing the information required by AASHTO 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 Once a section is closed for repair the concrete shall be removed replaced and reopened to traffic within five calendar days For special circumstances the Contractor may submit written requests for exceptions to this requirement to the Engineer for approval prior to demolition The Remove Concrete item shall include removal and disposal or salvage of existing asphalt concrete or flagstone as directed 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 Care shall betaken 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 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, except expansion 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 and Joints along existing curb and gutter 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 herem 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 Pavement Joints contained herem 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 backt ll 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 Contractors 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 Project Specifications — Page 23 of32 REVISION OF SECTIONS 608 AND 609 SIDEWALKS CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS AND CONCRETE PAVEMENT damage caused during the cleanup process shall be the Contractors responsibility The Contractor shall utilize forms approved by the Engineer for the tabulation of concrete quantities A Concrete Washout Structure is required as described in Section 208 of the Standard Specifications 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 METHOD OF MEASUREMENT Sawcutting shall be paid for only in connection with the Concrete Pavement — Remove and Replace item For all other types of work, sawcutting shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately Pedestrian Access Ramp shall be measured by the square foot and shall include the area between the back of the curb and both points of curvature if on the radius or the top of transition if mid block Pedestrian Access Ramp — Highback Curb shall be measured by the square foot The length shall be measured from the back of the curb to the top of the transition at the back of the ramp and the width shall be measured at the midpoint All pedestrian access ramps shall be placed in accordance with the details contained herein The ramp items shall include all labor materials (except truncated domes) equipment and incidentals including removal saw cutting haul and disposal and for doing all the work involved in removal and replacement of pedestrian access ramps Truncated dome panels shall be placed on all pedestrian access ramps Truncated Dome Panel will be paid in addition to the ramp item This item shall include all labor materials and surface preparation to supply and place the panels at pedestrian access ramps Truncated dome panels shall be red pre fabricated concrete or cast iron and shall meet all ADA requirements The type of truncated dome panels to be used shall be submitted to the Engineer for approval prior to installation Dome panels shall be placed at the same time as the initial ramp placement All panels shall be epoxied on the non exposed surfaces prior to being set in wet concrete Expansionjoint 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 Project specifications — Page 24 of32 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 60801 Remove Concrete SF 60802 Vertical Curb Gutter and 6 Sidewalk Remove & Replace LF 60803 Vertical Curb and Gutter No Sidewalk Remove & Replace LF 60804 Vertical Outfall Curb and Gutter Remove & Replace LF 60805 Barrier Curb 12 — Remove and Replace LF 60806 Htghback Curb and Gutter No Sidewalk LF Remove & Replace 60807 Pedestrian Access Ramp Remove & Replace SF 60808 Pedestrian Access Ramp Highback Curb Remove and Replace SF 60809 Truncated Dome Panel SF 608 10 Flatwork 4 Remove & Replace SF 608 11 Flatwork 6 Remove & Replace SF 608 12 Replace Flatwork— I Additional Depth SF 608 13 Colored Concrete (4 ) San Diego Buff— Up Charge SF 608 14 Concrete Pavement 8 Remove & Replace SF 608 15 Alley Approach 8 Remove & Replace SF 608 16 Expansion & Caulking LF 608 17 Splashblock 4 SF 608 18 Exposed Aggregate 4 — Up Charge 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 haul and disposal as shown on the plans as specified in these specifications and as directed by the Engineer Project Specifications —Page 25 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised as follows DESCRIPTION Subsection 630 01 shall be revised as follows This work shall consist of furnishing installing moving maintaining and removing temporary traffic signs advance warning arrows panels barricades channeling 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 Latimer County Urban Area Street Standards In the event of a conflict between the MUTCD criteria and the City s criteria the City s criteria shall govern 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) iUV►:r1I717%,11P 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 tree of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i a 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 in 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 in ) Full road closure plans shall be submitted no later than Friday mornings by 8 00 a in 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 Project Specifications — Page 26 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL construction shall start until the Traffic Control Plan has been approved Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work as well as the Contractor's forfeiture of payment for all work and materials at that location with no adjustment in the contract time All costs associated with Traffic Control Plan review will not be measured or paid for separately but shall be considered incidental to the Work The Traffic Control Plan shall include as a minimum the following (1) A detailed diagram which shows the location of all sign placements including advance construction signs (if not previously approved) and speed limit signs method length and time duration for lane closures and location of flag persons (2) A tabulation of all traffic control devices shown on the detailed diagram including but not limited to construction signs vertical panel vertical panel with light Type I Type fl and Type III barricades cones drum channeling 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 in 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 in ) 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 Project Specifications— Page 27 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL paid under the TCS per hour item time spent on site may be modified by the City Representative as needed based on the size and complexity of the project location of work duration of the project traffic factors weather and roadway characteristics The TCS shall be equipped with a cellular phone The cost of this phone shall be incidental to the day or hour pay unit for TCS It is the intent of the specifications that the Head TCS be the same throughout the project Ifthe 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 a 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 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 Project Specifications— Page 28 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL working day on call at all times and available upon the Engineers request at other than normal working hours All costs associated with on call service excluding actual hours worked shall be included in the contract unit price for Traffic Control Supervisor The TCS s will be paid only for days the Contractor works and as directed by the Engineer On weekends and other days the Contractor is not working the TCS will not be paid Time spent maintaining signs on the weekends, holidays, bad weather days and other days the Contractor does not work shall be included in the unit prices for the equipment Time spent setting up equipment, modifying equipment maintaining equipment, and picking up equipment shall be included in the unit prices for the equipment All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins Work Area Traffic Control Handbook and Part VI of the MUTCD pertaining to traffic controls for street and highway construction available at all times METHOD OF MEASUREMENT Subsection 630 14 shall be revised as follows Quantities to be measured for construction traffic control devices shall be the number of units of the various sizes and descriptions listed below Construction Traffic Signs Size A Signs 0 01 to 9 00 Square Feet Size B Signs 9 01 to 16 00 Square Feet NO PARKING Sign with Stand will be measured and paid for separately and not included in the item for Size A Signs NO PARKING Sign with Stand shall consist of a metal sign attached to a device (stand) such as a Vertical Panel or Type I Barricade The sign material and stand shall be approved by the Engineer The sign material and stand will not be measured and paid for separately but shall be included in the Contract Unit Price for NO PARKING Sign with Stand The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance and pickup NO PARKING signs must remain in place until the street is open to traffic Traffic channelizing devices consisting of vertical panel cones or drum channelmng devices will be measured by the unit Barricade warning lights shall be measured and paid for separately if approved by the Engineer Advance Warning Flashing or Sequencing Arrow Panels will be measured by the unit The number of Traffic Control Supervisors shall be approved by the Engineer prior to each days work The quantity to be measured for Traffic Control Supervisor will be the number of authorized days performed by the Traffic Control Supervisor or his approved representative An authorized day shall be any day or portion of a day authorized by the Engineer that construction operation would require a Traffic Control Supervisor On Call and project inspections on all other days will not be measured and paid for separately but shall be included in the work The cost for setting up equipment, modifying equipment maintaining equipment and picking up equipment (not including NO PARKING Sign with Stand) during authorized days shall be included in the Contract Unit Price for Traffic Control Supervisor Project Spectttcattons — Page 29 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL If a TCS(s) is used for an authorized day but not for the entire day the TCS shall be paid at the Contract Unit Price for Traffic Control Supervisor at the per hour rate The quantity to be measured for flagging will be the total number of hours that flagging is actually used as authorized Hours of flagging in excess of those authorized shall beat the Contractors expense Flagger breaks shall be included to 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 mexcess of24hours prior tothe advancement ofwork 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 15 shall be revised as follows The cost for Traffic Control Devices not including NO PARKING Sign with Stand shall include delivery rental and pickup The cost for setting up equipment modifying equipment and maintaining equipment will be paid for under the Contract Unit Price for TCS as described above The cost for NO PARKING Sign with Stand shall include delivery rental setup modification maintenance 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 Unit 63001 NO PARKING Sign with Stand Per Day Per Each 630 02 Vertical Panel Without Light Per Day Per Each Project Specifications — Page 30 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 630 03 Channehzmg Drum Without Light Per Day Per Each 630 04 Type 1/II Barricade Without Light Per Day Per Each 630 05 Type III Barricade Without Light Per Day Per Each 63006 Size A Sign With Stand Per Day Per Each 630 07 Size B Sign With Stand Per Day Per Each 630 08 Size A Specialty Sign Cost of Manufacturing Each 63009 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 Traftic 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 MUTED if approved however payment will be made for the typical panel size The City shall not be responsible for any losses or damage due to theft or vandalism Project Specifications — Page 31 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 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 Protect Specifications — Page 32 of 32 02500 QUANTITY ESTIMATE Cry t F nC 11 C I So I Ma le a c P l t R .1 f B d N 6034 20201 21003 30401 40301 60806 60808 6080 60811 0814 608.16 Hight, ck Curb & Pedestrmo Access Caacrete Sawcut Concrete ck Reret Brick Agg egtte Base Tempo try Gutter No Ramp Htghback Truncated Dome Platen k6 Paent8 sem EEsp....& Loon n P. an of P Pavers Curse Patehmg dew Ik Remove& Pan 1 Remove & Remove& CaWWog Inch Depth Remove& Re lace p Replace Repla R place LF/INCH SF TON TON LF SF SF SF SF LF Howes Laurel to Myrtle 15392 00 10000 15427 4 10 29400 42000 4000 84100 959500 Howes Myrtle to Mulberry 1604400 123 38 260 18300 16800 1600 33400 8494 50 2000 Howes Mulberry to Mat,nolm 1490400 16139 380 17100 58700 10986'5 5000 Howes Mat,nolta to Ohm a 14)04 00 16139 380 27100 58700 1098625 5000 (Estimated) TOTAL UNITS 6124400 100N 60044 1430 102100 58800 5600 235100 4U06200 12000 Pg I fl 9/19/ 008 SECTION 03000 DETAILS INDEX Curb and Gutter 701 Curb Gutter and Sidewalk D 6 Median (Island) Curbs 703 Standard Driveway Approach (I & II) 706 Standard Driveway Approach (II1 & IV) 707 Street Intersection Crosspan 708 Drainage Under Sidewalk 709 Curb Inlet 4 Opening — Vertical Curb & Gutter D 7a 7b Curb Inlet 4 Opening — Driveover Curb & Gutter D 8a 8b Concrete Sidewalk Culvert D 12 13 Area Inlet D 9a Modified Type 13 Inlet Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 Access Ramp Details 1603 Detached Walk/Intersection Detail 1604 Detached Walk/Intersection Detail 1605 Pedestrian Ramp Detail 1606 Residential Local Street Access Ramps 1606(a) Truncated Dome Warning for Access Ramps 1607 Median Islands and Pedestrian Refuge Area 1608 Sidewalk Widening Details 2501 Concrete Pavement Joints M 412 1 2-6 6 1 1 /2 R 4 1 /2 cm 2 R Gutter edge may be tapered or battered 4 a (Typical for all Curb & cO & Gutter Types) co VERTICAL 30 16 12 45 21 75 375 R05 363 2 013 d g ° d d m 7 a d d d ROLL-OVER (LOVELAND) CURB AND GUTTER Z RIMER COUNTYCONSTRUCTION REVISION NO 1 DRAWINGURBAN AREA DRAWINGSEET STANDARDS DATE 03/01/02 701 m LIMITS OF C 6 G LL 2 14 IN 17 IN 3 FT 9 IN �\ (117 FT)m�l \ (142 FT) (375 FT) i n n !2 n 1 IN 11/2 FLOW I ° ° 41N LINE \ I p o p 6 IN p I p \ L ° 61N ^ Sn �e gg (I IFT)(1SIFT) ^ DRIVE -OVER CURB GUTTER AND SIDEWALK 2 FT 6 IN 6 IN MERE 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 1� 1 1/2 IN R TTT ' 1 ' p° 41N 2 IN R p T 4 n 6 IN 61N — 4 FT MIN o 12 IN m n � VERTICAL 6 IN CURB GUTTER AND SIDEWALK EDGED SURFACE 1/61N R 3/4 IN MIN 443 FT 118 FT 58 FT 261 FT 1 I 09 FT 7 IN ` i- D _L 1 FT I ° 30 FT { IN DUMMY JOINT 777 FOR WALKS6w�° COMBINATION CURB GUTTER AND SIDEWALK HOLLYWOOD (OBSOLETE — FOR REPLACEMENT ONLY) CURB GUTTER AND SIDEWALK DETAILS CITY OF FORT COLLINS STORM WATER APPROVED DETAIL DATE 11/13/O0 UTILITIES CONSTRUCTION DETAILS D _ 6 DRAWN BY NBJ at, of M Comm 1-6 1-1/2 4 1/2 1 1 /2 R 1-1/2 TO 2 R � N a OUT FALL CURB & GUTTER (FORT COLLINS ONLY) �6 J 6 4 1 /8 TO 1/4 R I 41 1 /2 1 /8 TO 1/4 R 1 /2 R 1 R * ° ( 6 1 ± 1/4 ° ° ° 1 ± 1/4 8 ° 11/2 3 ASPHALT OR 31/2 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 ° Q ° W FL ¢ m FL ° a ° a ROADWAY o PAVEMENT a ° 8 8" BARRIER CURB 6" MOUNTABLE CURB (COOT TYPE 2 SECTION B M 609 1 CURB W/8 REVEAL) Notes a) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement b ) Raised center medians shall be 8 barrier curb or 8 epoxy curb only MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE 04/O1/07 703 ,.s W M �1n� PERSPECTIVE Ramp if necessary\ Right of Way line N Detached 1 12 Sidewalk max X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6 Type I = With Detached Sidewalk Type II = With Attached Sidewalk ear to Chapter 25 for minimum removal dimensions W — Width A I B la I W N E N E I N I --I A L-B Driveway Width Varies Attached Sidewalk 1 12 max Back of curb x=6 0 1 TYPE II w 3 EXPANSION Z t1�72 � ^lax) m JOINT 30 124 � N Y ,tT N WALK C SECTION B—B NOTE o NITS o WALK y 1 Concrete driveway must be n. provided to the property line O 1 48 SLOPE a 1/4 PER FT 112 L=ax� Expansion joint if drive WALK SECTION A —A t continues as concrete NITS STANDARD DRIVEWAY APPROACH (TYPES I & II) LACOUNTY CONSTRUCTION REVISION NO 2 DRAWING URBA URBAN AREA DRAWINGS STREET STANDARDS DATE 04/071 7 706 Flare Optional (FC Only) Expansion Detached Sidewalk 1 x Max ro v 2 --^ —� N �( Y Parkway r E c N See Note 6 E �� E See Note 4 See Note 3 fO TYPE III DETACHED WALK 1 48 SLOPE pp 114 PER Fr 1 12 (mat) F T WALK SECTIONS A -A & B-B NOTES N T 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 See Note See Note 5 See Note 4 Ramp if walk continues on private property Curb to retain Landscape if Necessary Sidewalk See Note 3, TYPE IV ATTACHED WALK DRIVEWAY WIDTHS CLASSIFICATION APPROACH MINIMUM MAXIMUM TYPE WIDTH WIDTH RESIDENTIAL Single Family & I or II 12 24 Multi Family 0 1 II III or IV 24 36 # Commercial 1 II III or IV 24 36 Industrial 24 36 • High volume driveways (Type If or N) allowed for 350 or greater trip ends/doy *30 maximum for 3 car garages **No single opening shall exceed 36 Wider driveways sholl be divided w/o medion not less than 6 wide Cn 3tz ttl En z4 >>O a M9-3 C/] W --3 L�7 M En t?] c� Cno o M o a m Z z o o z Cam/) o � � z O N t7 �T y o Co z c� WIDTH CONTROL JOINTS CONTROL JOINT REQUIRED FOR PANS OVER 40 A it LENGTH �� WALK Y� TRANSITION FROM C & G SECTION TO PAN SECTION TYPICAL BOTH SIDES 6 MINIMUM (LOCAL) 8 MINIMUM (COLLECTOR) 10 MINIMUM (ARTERIAL) , I fd I �( a e o *8 MIN FOR RESIDENTIAL USE CONCRETE PAVEMENT DESIGN + 1/2 FOR COLLECTOR & ARTERIALS SECTION A -A NOTE ALL INTERSECTIONS TO HAVE ACCESS RAMPS i — CONTROL JOINTS (TYP ) TOOL JOINT_ AT 10 0 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 Arterial 10 1 1 /4 2 1/2 1 1/2" Collector 8 1 2 Local 6 ** 3/4 1 1/2 7/8 ** 8 MIN WIDTH WHERE CROSSING A COLLECTOR ROADWAY X (Vanes See Plans Xmax=2 0) L—.I 1 1/4 d (Vanes See Plans) 3� 5 SECTION B-B p. U Attached c `o SidewalkU 1yll 0 C B o F � LL N "I U) 1W 5/8 Rolled Steel Tread Plate (diamond pattern) Dimension Variable A A Retaining Screws at C 4 0 or as Directed B LL. Detached Sidewalk Notes PLAN VIEW _ 5/8 Rolled Steel Tread Plate 1 Length of steel plate varies L = 1 1/4 x 1 1/4 x 1/4 1 /2 x 1 Flat Head Mach 2 Chase and cover plate run from r Screw Brass or Electro-galy Right of Way line to flow line unless , ^ finish 12 on center approved by the Engineer (typical both sides) With curb walk cover plate extends Angle iron to be drilled and from property line to top of walk face 4 threaded to receive screw Concrete to be drilled to allow 3 #4 Bar Welded at 12 on7 screw to extend into the SECTION C-C center Nelson Standard Anchor concrete or equivalent (typical both sides) (typical both sides) a o COMBINATION CURB GUTTER AND SIDEWALK a \\%i\\/N\'N\/\\\i�\\��\\i/\\\j�\//\\\\\'\i/A 6" VERTICAL CURB GUTTER AND SIDEWALK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE 04/01/07 709 A 6 IN STEEL BECK RING WITH �2% [ HEAVY BENVER COVER BY AR MACLEOR APPROVED EQUAL WITH I O I 6 IN+I IN THICK S (T YP BOTH SIDES) BOTH SIDES) 6 IN WARP[[ CURB L SEE DETAIL A ` FLOW LINE GUTT[� (TYP BOTH SIDES) A FT OPENING 11 IF 8 85 FLUSH . .ITN CURB FACE 10 IN EMBEDMENT A -41 PLAN VIEW NTS 1 1/2 IN R is 6 IN TiEE U g CI( -CURB OF R9 ASSEMB MANHOLE }� RUNGS V �1 BAR 11 IN LONG VAQ GUT1 NORMAL FLOW T 6 IN I F 1 i0 BAR ' 1 1/2 IN PIPE SPACER AND 1 1/4 IN LOCK NUT - 1 1/4 IN DIA % 24 IN GALV STEEL ROD THREADED 3 1/2 IN AT TOP 1/4 IN 3 IN % 3 IN % 3/8 IN PLATE 6 6 i SECTI❑N A -A 6 IN WARPED GUTTER ALTERED FLOW LINE 6 IN FOR I SECTION B-B E %REND CHANNEL v 6 IN Tp IXITSIDE EDGE OF WALL CURB FACE ASSEMBLY DETAIL WALL GENERAL NOTES 1 SEE D )B TO REINFORCEMENT 5. 2 FLOOR�pOOF SHALL BE SHAPED WITH TOP SLAB OFF ]WETSHALL BE SLOPE TO MATCH SIRE 6 3 IN RAB� N CINLET ARDXT E COpN[�F�iE Sp FORM INVERT 6 EXPOSED STEEL SHALL BE GALVANIZED IN 3 MANHOLE RUNGS SHALL BE REQUIRED FOR ACCORDANCE WITH AASHTO M HI INLET HEIGHT % FT AND GREATER DETAIL A A SIDEWALK SHALL BE 6 IN THICK FOR 3 FT CH EITHER SIX OF [LET CURB INLET-4 FT OPENING FOR VERT CURB & GUTTER APPROVED DETAIL CITY OF FORT COLLINS STORM WATER DATE ti/19/02 UTILITIES CONSTRUCTION DETAILS D-7A DRAWN BY NBJ SuLF-w1colum 4 FT I A 8 IN 0 C --I �-- �601 401/ SOI \ 6 IN 9 IN OC 6 IN OCL 502 504 503 BACK OF CURB I 12 IN 12 IN I ANCHOR O 2 FT LOW LINE 8C 85 VI=1/2[N BE ROLE 107 4081 3 FT 5 FT 3 FT 11 FT A PLAN VIEW NTS TABLE I BAR LIST FOR CURB INLET MARK DIA IN OC SPACING TYPE NO RED D LENGHT 401 8 IN II 4 3 FT 10 IN 402 1 T 12 IN III • ] FT 10 IN 403 12 IN IV 6 7 FT 4 IN 404 1/2 IN 12 IN 11 14 4 12 IN 11 3 FT 2 IN 406 1 t 12 IN H 4 40 9 FT 0 IN 408 12 IN VII 4 3 FT 4 IN 501 5/8 IN 9 IN 11 2 9 FT 0 IN 502 5/8 IN 9 IN 11 1 4 FT 8 IN 503 5/8 IN 9 1N 11 1 9 FT 0 IN 504 5/8 IN 1 6 IN IVIII 2 4 FT 8 IN 601 3/4 IN - - 1 8 FT I0 IN SC85 - - l 5FT 0'IN ANCHOR 1/2 IN 1 24 INI 1 FT 6 IN 2 FT 4 FT 6 IN SECTI❑N A -A NTS I FT 2 FT 5 FT 2 FT 1 FT r402 r04 ANCHORS TYPE 11 LExP,T $TRAIWT 405 TYPE III u 201x 0 54 IN TYPE IV u201x y 8 IN B1x TYPE VI: VARIBLE WITH MIGHT REFER TO TABLE 2 /k 4ENT 11 Ix TYPE VII', �O IN LOOP 12 IN LAP BAR BENDING DIAGRAM GENERAL NOTES (DIMENSION ARE OUT TO OUT OF BAR) 1 OUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED 2 KEABJOINTAND WHERE WALLS CONNECT TO TOP SE 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 SECTI❑N B-B NTS TABLE 2 nueulTTr VAMIAI re -ITU u H LENGHT CT LB 402 1405404 406 CONC STEEL 3 FT 6 IN 10 6 3 FT 2 IN 2 FT 1 IN 10 6 4 FT 0 IN 12 8 3 FT 8 IN 2 FT ] IN 12 8 4 FT 6 1 12 8 4 FT 2 IN 3 FT 1 IN. 12 8 5 FT 0 IN 14 10 4 FT 8 IN 3 FT ] IN 14 10 5 FT 6 IN 14 10 5 FT 2 IN 4 FT 1 IN 14 10 6 FT 0 IN 16 12 5 FT 8 IN 4 FT 7 IN 16 12 6 FT 6 IN 16 12 6 FT 2 IN 5 FT 1 IN 16 12 ] FT 0 IN 18 14 6 FT B IN 5 FT 7 IN 18 14 ] FT 6 IN IB 14 7 FT 2 IN 1 N IB 14 8 FT 6 IN 20 i6 7 FT 8 IN 6 FT ] IN 20 16 8 FT 6 IN 20 16 8 FT 2 IN ] FT 1 IN 20 16 9 FT 0 IN 22 IB 8 FT BIN ] FT ] IN 22 18 9 FT 6 IN 22 22 9 FT 2 IN 8 FT 1 Iµ 22 22 10 FT 0 1 24 24 9 FT ITiN 8 FT ] 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 4T Fort C4Bim DRAWN 8Y NBJ 6 IN z B z 1% IN j STEEL DECK RING O A F6241NMAHEAVY DENVER COVER BY MACLEIEAR OR APPROVED EQUAL 9 CT I O 6 IN �I S IN TRICK (TTP BOTH SIDES) BOTH SIDES) 6 IN / \ — �_ / SEE DETAIL A WARPED CURB 6 4 FT OPENING `5'LOV LINE GUTTER (TYP BOTH SIDES) 11 FT 8 E83 FLUSH WITH CURB FACE A PLAN VIEW PITS NA BAR 1 1/2 IN R /18 IN LONG 6 IN 2 FT 61. 9 C�( SEE CURB FACE - _CAUt9 OF ASSEMBLY DETAIL C S79 RUNGS 12 IN 0.0 A NORMAL FLOW % FT 1/ SLOPE FOR DRAINAGE SECTI❑N A —A WARPED GUTTER 6 IN \105 BAR y `ALTERED 1 1/2 IN PIPE SPACER o IL FLOW LINE AND 1 1/% IN LOCK NUT m « t 6 8 N z '/iHe f6 1H 6 1N >i v H HN e 1 1/4 IN DIA % 24 IN GALV u 1% SL FOR STEEL ROD THREADED ^� DRAT NAGE 3 1/2 IN AT TOP /4 IN D EMBEDMENT 6 In 3 IN % 3 IN % 7/8 IN PLATE SECTION B-B IN END CHANNEL TUTSIDE OUTSIDE FACE ASSEMBLY DETAIL WALL EOF WALL GENERAL NOTES OF 2 FLOOR OF ]METSEE D 88 FOR SHINFORCEMENT ALLSHALL BE SHAPED WITH S TOP MATCH SIDEWALK ESEEXD 6 BE SLOPE TO RA1. D♦I IN 48°dId4N[UNECTIONSO FORM INVERT 6 EXPOSED STEEL SHALL BE GALVANIZED IN 3 MANHOLE RUNGS SMALL BE REOUIRED FOR ACCORDANCE WITH AASXTO M 111 INLET WEIGHT 4 FT AND GREATER DETAIL A 4 SI DEVALK 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 STORM WATER APPROVED DETAILDATE 11 /21 /02 UTILITIES CONSTRUCTION DETAILS D-HA City of tat CdBu DRAWN BY NBJ A f1 409 6 IN z_ � n B 1} a 1- L � n 17 IN 1 14 FT 3 FT 5 FT 3 FT 11 FT A PLAN VIEW NTS TABLE 1 BAR LIST FOR CURB INLET NARK DIA Mr. TYPE N➢. LENGHT IN SPACING REWD 402 8 IN II 4 3 FT 10 IN 404 12 IN III K 7 FT 10 M 106 12 IN IV 6 7 FT 4 1N 407 /2 IN 12 IN 11 14 N 409 12 W II 3 FT 2 IN 4100 I1I 4 N 1122 1IN 112 12 IN VII 4 3 FT 4 IN 5/8 IN 9 M II 2 9 FT 0 IN 5/8 IN 9 IN5/8 IN 9 M5/8 L IN 6 IN3/4 IN 1/2 IN 24 M 2 1 FT 6 IN IN r LL — GHT TYPE Strait TYPUE III 20 IN 54 IN TYPE Iv W20 IN U 9IN TYPE VII VARIBLE WITH W1614T REFER TO TABLE 2 E7 B.t 11 IN TYPE VIII [M31N La9P 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 rySECTION A -A SECTION B-8 TABLE 2 MANTITIES VARIAN F NTH HFIGHT H O NEQD LENGHT cvy La 102 40S 4" 406 CONE STEEL 3 FT 6 IN /0 6 3 FT 2 IN 2 PI 1 IN 2.5 210 4 FT 0 IN 12 8 3 FT 8 IN 2 FT 7 IN 26 230 4 FT 6 IN 12 8 4 FT 2 IN 3 FT 1 IN 28 236 5 FT 0 IN 14 10 4 FT 8 IN 3 FT 7 IN 29 236 5 FT 6N 14 10 5 FT 2 IN 4 FT 1 IN Ml 282 6 FT DIN 16 12 5 FT 8 IN 4 FT 7 IN 32 282 5 FT 5 IN I6 12 5 FT 2 IN 5 FT 1 IN M. 288 7 FT 0 IN 18 14 8 FT 8 IN S FT 7 IN 15 306 B 8 FT 6 N 20 16 8 FT 2 IN 7 FT 1 IN 40 340 9 FT 0 N 22 18 8 FT 8 IN 7 FT 7 IN 41 360 9 FT 8 IN 22 18 9 FT 2 IN 8 FT 1 IN 43 368 10 FT 0 IN 24 20 9 FT 8 IN 6 FT 7 IN 44 3156 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 D-8B City 44 rm1 alum DRAWN BY NBJ 3 FT 1 FTI C 91 L 6IN THICK SIDEWALK TYP ) 4 FT 6 IN 1 FT B (TYP) L6 IN 11 IN 2 FT N4 BARS AT 2 IN OC I BE: 85 FLUSH— A--1 EXTEND WALK 1 FT BEYOND NORMAL BACK OF WALK -6 IN 601 BARS I C 5 IBARS AT BA 5 IN J 8C 85 'NTH 1 1/2 IN DIA HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL 6 IN 2 05 BARS AT WALL 6 IN DC B BACK OF CURB I A�( O � SEE DETAIL A J BIN � I fLOVLINE GU1TEER CUB6 DETAIL A TT rT OPENINGfi 6 1!:� II FT 2 FT 0 IN 5 FT 6 IN SEE DETAIL J I p4 BARS A 1 6 IN DETAIL B 6 IN Ns eARs e 2 IN 6 IN WITH CURB FACE 1 1/2 IN R N4 BAR 18 IN LONG N4 BARS /4 IN 1 IN LEG N4 BARS-12 IN 07 BOTHWAYS 2 IN SECTION A —A 21N 41 4 6IN 6IN 2 I� N 5 BAR 3 FT 6IN 4 FT 0 IN 3 FT 6IN n I `1 I/2 IN PIPE SPACER AND 1 1/4 IN LOCK NUT 8 IN p T 1 1/4 IN DIA X 24 IN GALV 3 IN STEEL ROD - THREADED 3 1/2 IN AT TOP VWPED GUTTER DEPRESSED GUTTER i0P or CURB F 2 IN WARPED GUTTER T NORMAL TERED FLOW LINE FLOW LINE a 6 IN 411 SECTION B-B 31N X 3 IN X 3/8 IN (REINFORCEMENT NOT SHOWN) PLATE 11 FT 0 IN 6 1N DETAIL B 1 FT GENERAL N❑TES L N 4 BARS N 5 BARS I SIDEWALK SHALL BE 6 IN THICK FOR 3 FT ON 6 IN. EITHER SIDE OF CULVERT t 4 BARS 2 TOP SLAB OF CULVERT SHALL BE SLOPE TO Apo 1 N 4 BARS N MATCH SIDEWALK SEE D-6 14 Ii2 IN 4ADD 3 EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111 4 KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE BARS- 121N OC �OTHWAYS 5 REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN FROM THE SIDE EXPOSED TO EARTH SECTION C-C REINFORCEMENT IN TOP SLAB SHALL BE 1 112 IN CLEAR CONCRETE SIDEWALK CULVERT FOR VERT CURB, GUTTER AND SIDEWALK CITY OF FORT COLLINS STORM WA TER APPROVED DETAILDATE UTILITIES CONSTRUCTION DETAILS 12/19/00 D -12 City wyerl cam DRAWN BY N8J 3 FT 6 IN 6#4 BAR'. AT 11 IN 1 1 FT t C I 1 9 IN 6 IN THICK t SIDEWALK L TYP) 4 FT 6 IN 1 FT t B (TYP) L 1 O IN 11 IN i 14 IN 44 BARS Ai 1 12 IN CC 3 FT 6 IN 4 FT OPENING 11 FT A-- 1 DETAIL "B" 8C 8 5 FLUSH WITH CURB FACE r 2 IN z IN a 1 6 IN 2 8 IN i 4 IN 3 IN X 3 IN X 3/8 IN PLATE 1 1/2 IN R 1/4 IN-1 IN LEG EXTEND WALK 1 FT BEYOND NORMAL BACK OF WALK OC 31 t 5 IBARS AT 5 1N GO BA 2 »5 BARS AT 6 IN OC B BACK OF CURB SEE DETAIL A J #4 BAR 18 IN LONG — 1 SC85 WITH 1 1/2 IN DIA HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EDT" DETAIL "A" RAD 3 FT 6 IN 2 FT 0 IN _ 5 FT 6 IN _ SEE DETAIL B d4 BARS t 6 IN 6 IN NS BARS g 1IN 1 1 17 SLOPE - I 6 IN g4 BARS #4 BARS-12 IN 0 C BOTHWAYS SECTION A -A % 6 IN _ 3 FT 6 IN 4 FT 0 IN 3 FT 6 IN A 5 BAR WARPED GUTTER DEPRESSED GUTTER _ _ WARPED GUTTER t TOP OF CURB 1 1 2 IN PIPE SPACER AN 1 1/4 IN LOON NUT ----- --------L-___ 1 1 1/4 IN DIA X 24 IN GALV 1 IN STEEL ROD - THREADED 3 1/2 IN AT TOP MAL ALTERED t FLOW LINE FLOW LINE 1 IN T. 6 IN SECTION B-B (REINFORCEMENT NOT SHOWN) - 6 IN _ DETAIL "B" 1 FT GENERAL NOTES, 9 4 BARS If 5 BARS 1 SIDEWALK SHALL BE 6 IN THICK FOR 3 FT ON 6 IN EITHER SIDE OF CULVERT 2 TOP SLAB OF CULVERT SHALL BE SLOPE TO 1 ADD 1 q 4 BARS ADD 1 If 4 BARS MATCH SIDEWALK SEE 0-6 141/21N 3 EXPOSED STEEL SHALL BE GALVANIZED IN r ACCORDANCE WITH AASHTO M-Ill 4 KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE R a BARS-12 IN CC 5 REINFORCEMENT IN WALLS AND BASE SHALL BDTHWAYS BE 3 IN FROM THE SIDE EXPOSED TO EARTH SECTION C -C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK APPROVED DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE 12/20/00 D-13 DRAWN BY NBJ SECTION A —A GENERAL NOTES I AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS (EXAMPLE PARKING LOTS MEDIANDS SUMP BASINS) A 0 0 O A —NO 12 GRATE AND FRAME BY MOCLEAR OR APPROVED EQUAL PLAN VIEW 35 3/4 IN 28 1/4 IN 6 IN 23 3/4 IN 6 IN 1� 6 1/4 IN / IN MIN I I INLET GRATES IN OR OF 2 IN OR L F O �2 IN l \ µ RARE d — � '�f /a I� /\ 12 IN i 1 FLOW LINE OF C'S TYP ROUND i AND T �BNCRE PIPES/ CONDUIT _ H II [INLET Ili E FOR y I DRAINAGE S12MAX i SPACING Y 14 IN—�— — 6 IN TYPICAL WALLS AND FLOOR SECTION B—B IN OR OF IN OR L F f4 O 12 IN . TRS (TYP ) AREA INLET CITY OF FORT COLLINS STORM WATER APPROVED DETAIL PATE 12/8/00 UTILITIES CONSTRUCTION DETAILS D - 9 A aty or vm w Lau DRAWN BY NBJ 10 �6 13 1/4 22 3/6 I AN 9/ 1 11/i6 TYP 5 1 TO 12 1 � I —1 1 3/0 TYP I I r i. L / 2 1/1 a — 6 — 28 1/2 38 1/2 NOTE 1 TOTAL OPEN AREA IS 336 SQUARE INCHES 2 ] — J 24 PANS - 6 24 FGROUT 4 �. I/ J 3 —3 RA/L EMBED EOUAL NO FLANGE LENGTH /N BOTH WALLS #4 ® /2 SEE NOTE 5 NOTES e nea »x ea «urs twiea r «wanmcrta mx .w .uwuuwt taro sox a KaKm rauK aew avert a K[mv mwarr pwae � inert ttM ww n n�i cv�a�en n�'�°mv ro�isc.wo rsurt K onrn rwarn«rrs war K .uwnwro s amn Kwarwc wro sntrew srncw � wwwr K u weer .o seonuer a m r nuxa ortw rrrax+w vein a�u eeut K ien r�wn cw ra.K � �u at0 lG+ta axeu K CAfI w aGK [wecKrt AMftas OM[/wa[ �u/xarlt0 K Gt lAGC[9 A w¢K Wf aIt ro K aNK[4 YYeNw SHKY tawlM :,/ aI — 8 t-- 30 — EE PLANS 8 8 — 3 Alley Border ROW (TYP ) i Walk 112 0 Parkway Truncated Dome Warning Detection ROW (TYP ) Walk Parkway Construction Joint 8 minimum thick 11 [ concrete i ip NI 6 Curb fly Vertical Drive Over or Vertical Curb & Gutter 10X10 SIGHT Curb -7]AREA 0 Curb 1 `12 Walk \ Truncated Dome Warning Detection Parkway _ — — — — — — — _ —� Curb 6 Curb STREET ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0 5 cfs for the Design 2 Year Storm Alley F, Concret Alley 1 Drainage Inlet or Other Drainage Collection S\AREA stem shall be designed rm minimum SIGHT / `GHT AREA 1 24 0 a 8 minimum thick `2q I lb concrete Walk 0 0 Curb Parkway Warring Detection See Tables 8 1 & 8 2 For Radii STREET Requirements ALLEY W/ CENTER DRAINAGE Drainage May Not Cross the Walk Unless The Water is Sheet Flow and does not interfere with pedestrian use of walk ALLEY INTERSECTIONS LARIMER COUNTY URBAN AREA I CONSTRUCTION REVISION NO 2 DRAWING DRAWINGS STREET STANDARDS I 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 STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE 08/07/00 1201 Driveway .A Dotachod S dewelk Sidewalk A Attached Sidewalk TC 3 0 e 0 Mn FL LIP 8 Commercial 6 Residential 112 Expansion Joint Material 12 Expansion Joint Material DETACHED ATTACHED 6 SIDEWALK 9RIVEWAY SIDEWALK _ - _ _ _ _ _ _ SECTION A -A All Sidewalk Thickness Shall Be 6 minimum NOTE 1 Sidewalk grade shall remain consistent across driveway 2 For driveway design requirements see CONST DWG 706 & 707 3 This detail applies to Residential & Commercial driveways STANDARD SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE 04/01/07 1% O1 sidewalk to curb 1/4 per foot NOTE Construct Sidewalk with joints at 10 intervals and aligned with scoring on curb ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL a R 1/8 1 /4 SLAB THICKN9SS a a 1/4a a a a a a WEAKENED PLANE JOINT 12 Expansion Joint material R114 1/2 INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE 04/01/07 1602 Curb to retain ground behind the walk if needed Walk Curb Gutter — (Radius varies) 2 Wood float finish thru ramp Broom finish Wood float finish thru ramp Walk Broom finish Curb Gutter z 0 5 Y a 3 0 0 Y U m E Transition back of walk (typ ) Truncated Dome Warning Detection Curb (optional) CORNER LOCATION Only if needed A Transition back of walk (typ ) 'I` o� Broom finish (max) *A 6 5 6 un) (min ) MID -BLOCK LOCATION Truncated Dome Warning Detection at the corners of the truncated dome warning 2 0 6 truncated dome warning detection C 25"` slope, o a � r a (O C SECTION A -A NOTES 1 6 Thickness applies to entire ramp area 2 1 25 Unless a landing behind ramp (then ramp can be 1 12 with 1 20 on the truncated dome warning ) 3 See CONST DWG 1606(a) and 1607 for Fort Collins 4 See CONST DWG 1614 1615 and 1616 for Loveland ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE 04/01/07 1603 ARTERIAL 0 E ROW Line 9� ARTERIAL / COLLECTOR 2 J g R=6 H � if 0= Q � ys 9\ 's P° J Q ROW Line Fr 10 6 H 10 5 (min) Q 16 15 ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radius > 35' DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO DRAWING MAN AREA STREUDRAWINGS ET STANDARDS DATE 08/07/00 1804 Note Use of this detail requires special approval in Fort Collins by the Local Entity Engineer DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE 04/01/07 1605 15 TRANSITION 05 TYP 15 TRANSITION y 0000000ao o 0 0 0 0 2 o°o°o°o°0 .. o000000�0 CURB Flared y r Flared Truncated Dome Worn nq Oelecten -FLARE OPTICN oaoo A o°o° o°o° Truncated Dome e MIN I o00o Wan nq Oelecton 1 it Mo o°o° 6 CURB oaoa 0 CURB 000a � — R CURB OPTION a s CURB t-6 or ae fpK I ed 1 25 Slope (max) FL II i?g�EMAX `FLONLINE STANDARD OKAY CONCRETE 6 LIP OF CUTTER RAMP WITH PARTIALLY COLORED CONCRETE PLAN VIEW SECTION A —A NTS NTS 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 URBAN AREA CONSTRUCTION REVISION NO 1 DRAWING DRAWINGS STREET STANDARDS DATE 04/01/07 1606 Varies Varies 20 since 112 MAX Slope 1 Gutter Of Apron a 0 5 Tium ed Dome € Warning Panel Section A A NTS Note 1 Set ramp slopes using the center of the ramp 2 Truncated dome warning panel Install panels along with the concrete pour for the ramp The panel material shall be Cast In Tact Warning Panels or an equivalent material that must be first approved by the City Engineer prior to installation The panel color shall be red no other color is approved Specifications for the panel material will be provided upon request 3 Each ramp shall align perpendicular to the street in which the ramp is provided to cross 4 Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing 5 Construct the ramps and walk so the corner area all drains to the street LEGEND BOG Back of curb IL Property Line PT Point of Tangency Truncated Dome Warning Detection Plan Locations Truncated dome panels 1 25 1 2) R15 IL 5 6 BOG to walk w/vertical curb FIL g Back of Walk 5 7 BOG to walk w/ drive over curb \ 0 Conic Sidewalk y Area to be landscaped 1 FL-� I A U PT of Walk B19 5 Conc rare A Cmc Fhre R20 0' � rw 15 LJII A5—i—i--12 15---III LLL PLAN VIEW NTS —05 T O �Flowhne � Truncated dome r 'warning defection PTaicurbieimn �r O 4'5 Z 0 U2 Mca:IV Up C.1 aa0 Z o�c y Ly � C7 C7 O iv z Zc �o z z z n 9 C C+J y O z a O Z O � S 0 a "d CQ rn a O � Z G] Flare Ramp riare Ramp G —°� Ramp o°o°0 • 00000 2 0 o PanelsDD•O • Panel`)o o'.Panels d Flare °o°°oo°o°o°°jFla o°o o°° Flare T OOC - co 0 o Panels ° coo°oc000000 Q Cut � 0 0 0°2 0 0 PanelsD oo Panels) o BOCFOCor Gutter °0°0°00°0°o C7or Apron A �� CurbQ -- -- --- -- r Case 1-Directional Ramps Case 2-Non-Directional Ramps Case 3-Mid-Black Ramps r z Cn Note Ramp Panel Width Q 1 Truncated dome warning panel Width Install panels along with the concrete 45 2 +2 5 z Vanes Varies pour for the ramp The panel material 50 2 5+2 5 i— shall be Cast In Tad Warning Panels 60 2 +2+2 120SIOp¢ 112 MAX Slope or an equivalent material that must 70 2 5 +2 +2 5 be first approved by the City Engineer 800 2+2+2+2 Gutter ti prior to installation The panel color Note shall he red no other color is approved Truncated dome panels are or Apron Specifications for the panel and available in 2x2 squares and installation instructions will be upon request 2x25 rectangles Combine Panels embedded in the provided the widths to fit the ramp : concrete ramps 2 This drawing shows vertical curb For Panels may be cut to no less "LL Drive Over Curb the warning detection Section A -A (Center line of ramp) location shall be placed in the same than a 2x1 5 size -Center one of ramp NTS position 6 back from the Face of BOC Back of Curb FOC Face of Curb Curb or L Flow line Minimum area of nose island 50 ft' ►�IW��'ii7�tJ 4 Min Flat Rest Area SECTION A -A Truncated Dome Warning Detection (tYp ) run Stop Bar at 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/O1/07 1608 READ CAREFULLY- to he used onit, with the bond .specified herein 4 0 (Min Width) a a NOTES Fnntlnn girlAwAlk ADDITION TO EXISTING SIDEWALK 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 C!'1(�C CI IOCAl�C 12 0 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 JOINT LEGEND (SEE STREET 5 FOR ANNE M NTE) TRAH RH DOMINATE" O L B."O. CU.SIR.A. WNELED MANSKRY CCNIR'CBW LONETUONA CONSINUCTON L E CgNWTIOIIIWI CONSTRUCTION 2 m STAVOINENO SNARL WE 1 Rx AND 5 IS STAMPED AT SOO INTERWAS ®JUKE $PAC NO ON FAUX OUTS ,�— ' IS WARMAE sxALEN AS Is , SHOWN GENERAL NOTES 2A $ THIS LOCATE T AT GOES JNOTON APPLE WI NE CONCRETE OVERPAYS (WWiEIWPIW) � $ LOfAiE ©JDHI AT A ©1QHI CF A WINNER OF $ FT fPW A ©NNNi (T) ANT nrot ] THIS NNNT NI STWE BE USED AS A STANDARD FOR THE ANNE LAYOUT FOR ME PROJECT O➢M01CH SXW EP C C C C C C 1 C IF ME AN PROPOSES VARATOINS FROM IWS STANDARD CF THE HIDEOUT WAS UNUSUAL CF + E ] RRFWUR CIX1gTRANS NOT CORONA NEAR THE CONTRACTOR 5WLL PREPARE A PAVEMENT ANT SEWN UYWI f[q APP%NH BY THE ENCWEER SLABS IA N1 IN WP)M SHARE % CCNETNUCIED ONLY ANEW faP n[ BANS IB CTRS xUUERWS DESIGNATED ON THE PUNS MT.SAMO I$ D My 15 i I CIRS +t E MIEN COxNMMVS WDTH CE PAWNE�'T 15 RETURNED WIDER THAN W FT THE "DOT NUOTSI I E CENTERIME STULL BE W UNNEO (O0 "1 DEEM 5 ON ME CMDED wCMIS DM 2 ME DWECTIgAL PAVEMENT AND BOTH SHOULDERS HALL A PLACED ® 12 'A, MM QE LONGIND'Mµ SWIM CONTIM00H AWAS T 15 6 ON VARIABLE WITH STATES THE 2 FT ON H q0 OF SUB WHEN MENTION WY WAY i6 INCHES L ] 1I BE USED pR SPEED CHARADE WNES ALTEflNNIIYE ITTERI ME 4 ADDED SEPARATELY OR USE TAPERS C q C C C C L C AP L ITUgXAR JpWI LOCAINM'S Al SPED CWJNCE ME WY BE USED f q�PPDhp L T LR TYPICAL JOINT LAYOUT FOR DRECWN OF TBAPEL CONCRETE ROADWAY WITH CONCRETE SHOULDERS A 6 C SVOULOER A 1A N N 1KW� X0J2I •NICHES w y ® j TRAFFIC O FLOW III DYVISU1gN 11/FF—--YVERTNW II/ RRV1 SMEW ...E��[[��� A SIOJLCER TO DOWELS A. mA J I 4 n SEEN T IS PAVEMENT THICKNESS FROM PLANS c c SHOULDER PLAN VIEW SECTION A —A SECTION A —A SHOW c 0 z 0 z R. STA ON S o 0 .,Nc TOLcwacE 0. c wE c l F U.. F DOWEL BAR DETAIL AND 0 z HE TOLERANCES FOR JOINT WITH 14 FT AND 12 FT LANES DETAILSPLACEMENT SEE SUBSECTa TOLERANCES 2 Y I: FOR ALLOWED T(A RANCE RUES ATEENNTME DIMENSIONS (SEE NOTE 3) 1 Mimi ®' , Elm INI■I L ' mmmmm RURAL TWO-LANE RAMP AND SPEED CANH /LAME OIMExsOxxc FOR la IS ONE SEE PEAKS FOR SUN PWC LOCATIONS ATHIAINE DIMENSIONS (SEE NOTE 3) OULU R IA OR 12 12 12 wl,l M,el ANe NL wLLNAROW,I C T D, 07/04/06 1 1 I S,R ® D L enee, PevrsNAT. C—nT 1 Coloro0o Deportment of Tronsportotlon �T p DBE t]03JL]57 9.. !J!P)It�ltsb' F MO) 757 BazO Protect Development Branch SRJ/LTA /"lO7.Tl+D CONCRETE 1. NCR 1 PAVEMENT JOINTS STAjv]j}E�jtD jDj,Aj�j j�]Q T 1 D]/D LTA M-412-1 F IIIP tH 0 IO 1 , /D6 SUPPwI/ D, N F N m 120 0105 ® ® ISS e0 By P OjMd De elopmeBl Bra A o July 0, 2006 Sheet No t Of 5 CAMvE uo v Lm re H. N 1 1 H. u L E V1Nn JOINT LEGENO (AE s P 5 FOR JqW DUALS) © INNSy&6E Ca1TWLTIOR C LWIIUORK CMTRUCHON IX�IIRLIITCN�SYiRSf LONG IUDW CWTRII TM OR L E flMkk CO Tg1°CWI"OR kfl W OK HERS" (SEE ROTE 3) 1 WMLMR U12 MULTI —LANE WITH ACCELFRATION AND QULLERATION LANES AND CONCRETE SHOULDERS C 1 O L 07/0 /O6 t SA Colorado Department of Transportation CONCRETE STANDARD PLAN ND ® D 1 Cwnm 1 —oT 4201 E 1 t LTA 0]/O4ro ® (303) 802=2 Pn (303) 9083 PAVEMENT JOINTS M-412-1 f 11 P to U t t s�PP 0 ng f N m 4II0100053 g ® ® 7 9 r (303) ]SR 9620 pro)ect Development Branch SRJ/LTA Sheet NO 2 Of 5 Iss ee By Propct Be elopment Bronch on July 04 2006 CAD > .0 s 1. w ka I 1 xa u I E 0 JOINT LEGEND (SEE SHEET 5 FOR JONI DETAILS) EYPµSON INNbKRSE CONTRNCTCN /� LONCII4'). ll CONSTRUCTION DOWELED TRµSMRSE CONTIMFOR OLL IN lJ C OMRACWN /1 LON."MUNAL ' T CONSTRUCTION RW54ERSE CONSTRUCTION NOTES LONGINC1114 JONTS SWLL BE PVCEO IDIICENI 10 VNE LLWKINCS WHEN POSSIBLEANDIU A WKWUY SPACING OR P F 6 N (15 FT S PERWTTED Wr YMa1HIC CURB AND GOITER) ] CONSTRUCT IRµS RSE JOINTS PERPENDICULAR ID THE CENRRUNE OF PAVEMENT AND EMEND THROUGH THE CURB M CURB AHO GONER R 3 PACE / W WIN EYPµSgR JQNI FILLER IN ICP 6 W BE CURB JONI AT IMERSECIMN RETURN R!L4US PGNTS THE CONTRACTOR SMALL UWESS ORKRWSE SHOWN ON THE PLWS SELECT µD USE A WIND BREWER AT INLETS RANI GLES AND SWRµ PZE STRUCTURES SWLLER STRUCIWES SUCH AS VALVE AIU YaIUYENI RAKES SWLL HOT SECOND WHD BREMER 5 WHERE A LCNGITUORVL HURT PASSES LESS TRW I F FROM A CAST IN PAVEMENT WHOLE OR SWRM SIZE STRUCTURE IYRW x FI WORE "I AS SHOWN W THE DETAILS S BE USED 6 TRANSVERSE JCAHTS SIYLL SERER INTERSECT ME CENTER 0I CURLEW YWg11S AND WEEPS OR BE AT LEAST a F AWAY FROM THE OUGE W CIRCULAR WRNOLES SEE CURB IIW£T W OUT CETAL ON SHUT 5 PE9YSSI&E NIERINIM INLET wxrs nr ON 5W1L RYMI I6 MW 6 HOT REgµED 5 CORE PHO YVMICLE GOITER IS PoIFER WOROUTHICIRLY wIN ODJMfNI LWE Ifi YHIWY YM CPNC 6 THICK CR LESS ] L 6 nR A ,,12 Is uaK cw+c OVER 6 MI R R A LET OR SURB CURB µD R CORE IT WKWI / W YWpLE GC fUITER INTE C x R SHE(sETC5) W ) R y D l R RBRN E R Yw —7 r— R R D DC (Oi O r Ix 6 a O D OG N 0. 1 E G C R R C # BE CURB INLET BOXWI R x S 6 D L L (SE[ DETAIL ON R ^P R R /J]WI FILLER R x 4 6 ttP SHEET 5) R E RWNq G Y µGLE BT INIEGRLL CURB W1EI OR FgWNG OR SIAMAR MYTHC YWWLE R RRRSSIOf W BE N1 U WTH A FRONT M B OF CURB NW PAWKINT NW PAVEYFHI TYPICAL CURBED PAVEMENT JOINT LAYOUT Computer File Information ® ® ® D T Sheet Revisions Cwvm I Colorado Department of Tronsportotion PYDIP (, 3)RIS> B9O6} F (}D3) 757 aBxD Propct Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO C T D T 0)/0 /06 T I S. i l O OJ/0a�6 II/ LTA T. ,( ,F 1 L 12 1 F IIIP ih W 1 i SIPO D FI ry m al zalD}asa NOCed By Propci )NMC0me t B a Ch 0 d Iy oa 2006 SheOt NO 3 Of 5 C D ST Im" Sm T T s<a U T E aN JOINT LEGEND NOTES (SEE SHEET 5 FOR NHXI DETAILS) I LONTTUDWN JOINTS SHALL BE %ILEO N EHI TO LANE WIMINGS WHEN POSSIBIf AND MN W%YW STOCK CL 12 FIT IN (15 IT IS PERMITTED WITH MONWIHIC CURB µD CUTRR) J µSgN 2 CONSTRUCT R5f JOBS PERPCNgCUVR 1➢ THE CEH2RUNE OF PAVEMENT µ0 E%IEXO THROUGH M[ CURB OR CUI✓0 µ0 GUt1ER FLUOR c CONSMRY cWlRncnW # 1 PENCE / W YW ESPµSgN NANI FNQfl IX LOP 6 IN Cf CURB JgNI AT INTERSECTION RETURN PIDMS POINTS /� V CONSRIgWI CWSIRIICIYJX I MIGA SIWL, E CONU UNLESS OTHERWISE SHOWN UN ME PLµS mact µ0 USE A BOND BNFN ER M INLETS YVdpLES AND SIYIUA SLIDE STRUCTURES SWLER STRUCTURES SUCH M kNE WHO LAMUYM1 WINES DOWELED TRNISEF5E W HOT MWM W 0 BREARER COXIRICTO 5 WHERE A LMONDWLL JOINT MOULD AMS LESS UNIN 1 IT FROM MT IN PAVEYEHt LLWH0.E OR SW VA 52E LCNGINCIWL STRUCTURE A UPNi1 2 R RNRN TOM 4 5NOW1 W THE OETNIS SYNL BE USED la CONMAOgN 6 IPOT JOINTS SWILL EITHER INTERSECT ME CENTER OF µ0 OR BE At IFISi ETSSHEET LLULTI /1 LCNCJTUOTH>y A Il AWAY FROM PRE EOGf OF GRCWA YWNCIES SEE CURB IHlfi B'J%WIT CflAl W SHEET 5 AWAY CURB INIµ T N J^ � CONSMUCTKKI # # TRANSVERSE COW CIXISIRULTIQV A k # D W © SHOW SHOULDER DO l C CURB µ0 WNER k OC # 12 L 121 S OUMA C # # µ E%1M JLW11 SHALL 8E PLACES HERE (M) WITHER THERE 0 µ E%iPF JOWL SIWL BEPUCED HEM (ttP) WHEN MERE C WITH BREN( PONT2µ0 THEPRENCUS HYNTT LOUiO AI A IS WIRE IWLI A 12 II CM @IMEEH A JOINI LOCATED AT C # 3 _ _CURB # k NLRB BREVt PGNi SHOUIL(R A CI,FB BRM A Wt AHD ME PRENGS JOINT J_ CURB BRw K _ # I2 W L 2 Hit SHALT 4, C # # k # E%PµSNW WTEREAL I G ypWS G BiFM W CURS . IGYYENI (IYP) CUM µD CURER 0 OR O tau PAVEMENT SPEEDMULTI—LANE INTERSECTION WITH R TSHOULDIF Corr1 uter File Information ® D 1 Sheet RBv51on5 carom L Coloratlo Deportment E t t of Trans D D oT PM1D1 E (oA)Ras B90B3 t9l�IA9wW�RY' E (}p}) ]9 9820 Proyed Development Bronch orto4on SRJATA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO c L D L m/0 /oB L I SA L 1 Y W1 I D L 07/04/06 L LT A M-412 1 F II P 1N 0 1 l 1 SuPP 1/ 0 ng EI N m 013010105W 5d ® Issued By P opct DeoBC,me t B p ch o J ly o4 2o0o Sheet No 4 of 5 GAD WR MI Im 4 Sm N 1 1 S,N W 1 E qa ® RPPRN{H _ IL 8 J ROADWAY S� 'tlWl fl(WMAY SIA9 1 SEE URGE' PLAN ECR DE5Gx � 5 � 5 azLow suRrACE SrµwT 1 0 uED Ol WIERVL O EXPANSION JOINT pizu'le7 1T�9;i.LUD I� L TRANSVERSE CONTRACTION JOINT (ION"Y'E SE WEAKENED RUNE JOINT) T LLA CTRS I/z rE Evrs LONGITUDINAL CONTRACTION JOINT (LONGITUDINAL xWENED PIANE JEI IYE TRAM "UT"' PINT M \ MONOLITHIC CURB AND CUTTER SRALL BE SAxID i0 HE SAME DEPTH AS THE PAVEMENT BOlFjW OF SAN CJT L i!' i /L 2i 1 0 LONGITUDINAL CONSTRUCTION JOINT USE ONLY IF t 2 8 IN FORM ONLY FORMS REY'YAY —LC CTRS —FE KTYNR S ALLOWED TO FAIE SUK LO THAT T _ 15 IS GRADE w TIE EARS OR RPPRCMD BAY RECC coxrrclaaS T r 'crRS I/z I e T/z L L Tc esxs 1 © O LONGITUDINAL CONSTRUCTION JOINT TRANSVERSE CONSTRUCTION JOINT SEALANT --i I f-- / SEE DOWEL SPACNG f g 9 ON _ IN TPAKL ONES THE PWIS r 1/Z we L asSE DOWELED TRANSVERSE SEAL AT —44 CONTRACTION JOINT CONSTRUCTION JOINT MALT SEALANT T� LONGITUDINAL CONSTRUCTION JOINT UK ONLY R T 8 IN DPRIG1m*11111 d9 N PAVEMENT THICKNESS B) SNOTBE As SPUNK ON t E RAMS PAVEMENT THICKNESS (T) TIE BAR SZE DOWEL BAR DVAIETER T 8 IN N 4 1 IN 8 2 T— 10 N N 5 1 25 IN 10 IN T 5 15 N N 6 1 5O N REINFORCING SIZE TABLE 0 B�RG%ER �4,`g$y�' ftREVtEfl 0 ( r e MW 13 Y12 lux ODflO�` T ` po IRO INLET OR MANHOLE CAST IN PAVEMENT WSTALL TRANSVERSE JOINT AT W. SMODi WINNERS IF ,,XOUT Is 8 ET OR LEADER 8 MIN OPROM / RECESS NLET OR N I iNET urNxac i0 uEEI MRCN Mx (SEE JDINT Q LOSE) BOND THAI RECESS SECTION A —A LF WLET OR / MANIMAE N 1111 Ta UC SIIMTOflE / tUA RYMR BUT 4 SHA L BE 0 AT FOR LONGITUORML ANTS ALONG SVES IF rl IR WDr. SAWED JOINT V SECTION B—B WAND STWER SNM1 BE COMR(K) OF PLASTIC SHEET MEETING PAPER OR OTHER AFFRONTED MATERIAL FLAT PREVENTS ppµNNG com user Rne mrormo41�SJR D I cneet Nevlslons c mm I Colorado De 01 E I lof Trans ortotlo^ D D E t A N Avel-t T OC Id d 80222 P (303) ]5] 9083 r (303) ]59 9820 Propct Development Broach SRJ,/LTA n C CONCRETEs201 PAVEMENT JOINTS STANDARD PLAN NO c 1 D I mD , 0 M CI l 0 l 0]/OA/O6 M-412 1 R P IH d L I I D S U 0 ng F N m 2010505C a as ee By Project Development Branch on July 04 2006 Sheet No 5 of 5 Wyr WvSIIvnvR SY. H115W® jS� xlow, j. VIA k5._ .�`L.�.'. .�•1'`' �t.,.'^*.r,.j 'sue' __ 1Qs — <Li OL _ v '�c,_abkkll,a Fs ,.g"ti^.t`s..ws ..5- •.. ;rjrst �_. atYil4 yr' • �" x �i[ "�' � t �,i' -\ 3 Yft •..:yi' � _'e t I >"r�i .i.Rt, i... .✓ SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance 7/96 Section 00630 Page 1 4V-K- CERTIFICATE OF LIABILITY INSURANCE DATE tt PRODUCER D3J27/2008 7JZO0$ (970)223-0924 FAX (970)267-2231 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Colorado Bh Insurance Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1075 W Horsetooth Rd Ste 106 HOLDER THIS CERTIFICATE ODES NOT AMEND EXTEND OR Fort Collins CO 80526 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW INSURERS AFFORDING COVERAGE NAIC # INSURED VGL Inc INSURER Owners Insurance Co 32700 ABA Vogel Concrete INS I`nhR E 6330 S College Ave INSURER Fort Collins CO 80525 IN5URERD IfJ3UREF E COVERAGES T4JC 6M fnfoo i.c ... n. ..�...__ ••.- ED ABOVE FOR THE POI-IrY PERIOD INDICATED NO ANY REL;!UIPEMENT TERM Ofi CONDITION OF ANY CONTRACT OR OTHER DOCUMENT TH RESPECT TO VVHICH THIS CERTIFICATE MAY BE ISSUED RNG1NC. MAY PERTAIN THE INSURANCE AFFOPOED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED SY PAID CLAImb VSR DD A TYPE OF INSURANCE POl!("Y NUMBER POLJCYEFFECTNE 01/17/2008 POLICY EXPIRATION LIMITS GENERAL LIABILITY X COMAIERGIAL GENERAL LLA81 I rY CLAIMS MADE 1-71 AJ DGCUP 7409905208 01/17/2009 EA HOCrURRENCE 1 OOO,OD DAMAGE TO RENTED F 300 ,00 NED EXP (Arch ore P.-rn! 5,00 PERSONAL %ADV INJ IPY $ 11000,000 f f GENERAL AGGREGATE F 2 000,00 GEhLAC GR GATE IMITAPFLICo PER X POLICYJEq- El LO( PRODUCTS COMP/OPAC6 S 2 000 DO AUTOMOBILE X LIABILITY ANY AUTO ALL UlAMFU AUTO, 4709905200 i 01/17/2008 01/17/2009 CpIABINED SINIaLEI]MIT $ 11000 00 A SOHEDULED ALTOS HIPED AUTJ, B�OILY INJURY (Pe a-� € X NON OVVNED AUTOS BODILY INJURI (P... . r ' $ X PROPERTY DAMAGE 'Pr o-cwrnl 3 GARAOE LIABILITY ANY AtrO AUTO 040 EA ACCIDENT Y OTHER THAN J. ACr+c AUTO OhLY AGE a EXCESSNMBREI I a LU\BILfIY OrCUF CLAIMSM,4D- EACH OCCUIRENCE 5 AGGREGATE c S OEnuG f IBLE $ RETENTION S WOPKERSCOMPENSATION AND EMPLOYERS LIABILITYTU OTH ,KY PROPR ETCPJPARTNEFIEXECUTIVE EL EACH ACCIDENT $ OFFICEFUMEh BEP EXCLUDED? II Yee d6 to Linde EL DISEASE :AEMPLOYE S SPECIAL PROVISIONS bclory OTHER EL DISEA$F ^CLIGY OMIT € WE SORIPTIONOFOPEIel D /LOCATIDN3i VEHICLES!IXCLUSIONS ADDEDBY ENDORSEMENTI SPECIAL PROVISIONb the Certficate holder is named a5 an additional Insured with respect to the ongoing operations of ie nailed insured L.ERTIFICATE H CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF THE ISSUING INSURER WILLENDEAVORTO MAIL City of Fort Col l T ns 10 DAY5 WRITTEN NOTICE TO THE CEPTIFICATEHDLDER NAMED TO THE LEFT attn 3a m5 B O'Neill PO BOX 580 Fort Collins, co Bo522 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR FJABILITv OF ANYXINO UP N THE INSURER ITS AGENT OR REAR SENTATNES AUTHORIZED RE ENTATWE Rosemary t1f' ` nrnan x,ano,,..o. V QAC0#7 CORPORATION 1988 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID KH DATE (MM DD YYYYJ PRODUCER VOGEL-1 0710 7 Ol 08 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE l LBN Insurance Agency HOLDER THIS CERTIFICATE DOES NOT AMEND EXTEND OR I�I� 4848 Thompson Pkwy ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Johnstown CO 80534 f f6 r CL4�L Phone 970-635-9400 Fax 970-635-9401 INSURERS AFFORDING COVERAGE NAIC# ) INSURED INSURER Pinnacol Assurance INSURER B VO44el Concrete, Inc �INSURER URERC 1313 Blue Spruce Drive #µB INSURER D Fort Collins CO 80524-2394 E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE NAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR NSRI TYPE OF INSURANCE POLICY NUMBER DATE MM/DOm DATE MM/DDmN LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE FX ] OCCUR N/A PREMISES (Es occurence $ MED EXP (Any one person) _ S PERSONAL S ADV INJURY $ GENERAL AGGREGATE $ GEN L AGGREGATE LIMIT APPLIES PER POLICY JECT LOD PRODUCTS COMP/OPAGG $ AUTOMOBILE LIABILITY ANVAUTO N/A COMBINED SINGLE LIMIT (Ea ec.dent) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON OWNED AUTOS (Per BODILYINJURY NJ t) $ PROPERTY DAMAGE (Per emtlsnt) E GARAGE LIABILITY AUTO ONLY EAACCIDENT $ ANY AUTO N/A OTHER THAN EA ACC E AUTO ONLY AGG $ EXCESS/UMBRELLA LIABILITY OCCUR CLAIMS MADE N/A EACH OCCURRENCE $ AGGREGATE E S DEDUCTIBLE E RETENTION E $ A WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED' 4102132 07/01/08 07/01/09 TM K TORV LI MITS ER EL EACH ACCIDENT $ 100000 EL DISEASE EA EMPLOYEE $ 100000 Use dounDe und.r SPECIAL PROVISIONS below OTHER EL DISEASE POLICY LIMIT E 500000 N/A DESCRIPTION OF OPERATIONS r LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS re:eriorwme:.. 1MIYHGLLN I IUIY FTCOLLI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN City of Ft Collins NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO DO SO SHALL Attn James B O' Neill IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR P O BOX 580 REPRESENTATIVES Ft Collins, CO 80522-0580 AUTj4jpklW RESEygrATIV 25 (2001108) 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT TITLE 6034 Concrete Street Maintenance Project - 2008 Renewal PROJECT OR SPECIFIED PART SHALL LOCATION Fort Collins, Colorado INCLUDE OWNER City of Fort Collins CONTRACTOR CONTRACT DATE The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date A tentative list of items to be completed or corrected is appended hereto This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents ENGINEER The CONTRACTOR accepts agrees to complete and indicated CONTRACTOR AUTHORIZED REPRESENTATIVE DATE the above Certificate of Substantial Completion and correct the items on the tentative list within the time By 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 AUTHORIZED REPRESENTATIVE DATE 7/96 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 20 TO _Vogel Concrete Inc Gentlemen You are hereby notified that on the _ day of 20, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 6034 Concrete Street Maintenance Project - 2008 Renewal A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated September 25, 2008 In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date September 25, 2008 Sincerely, OWNER City of Fort Collins By Title ATTEST Title 7/96 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO City of Fort Collins Colorado (OWNER) FROM Vogel Concrete, Inc (CONTRACTOR) PROJECT 6034 Concrete Street Maintenance Project - 2008 Renewal 1 The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work labor skill and material furnished delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project 2 In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U S C A 270 a and b), stop notices equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project 3 The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction design, improvement, alteration addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project 4 The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen employees, servants, agents or assigns against the project or against the OWNER or its officers employees agents or assigns arising out of the project for all loss damage and costs including reasonable attorneys 7/96 Section 00650 Page 1 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 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 6034 Concrete Street Maintenance Project - 2008 Renewal CONTRACT DATE In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of (Surety Company) By ATTACH Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact Section 00670 Page 1 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (1296) COLORADO DEPARTMENT Or REVENUE CO OENVER6°2e' CONTRACTOR APPLICATION DEN R FOR EXEMPTION CERTIFICATE PursuanttoSLtUe Sedan 39 26.114(1 Xa)W9 The exemption certificate for which you are applying crust be used only for the purpose of purchasing construction and building materials for the exempt project described below This exemption does not include or apply to the purchase or rental of equipment supplies and materials which are purchased rented or consumed by the contractor and which do not become part oft he structure highway road street or other public works awned and used by the exempt organization Any unauthorized use of the exemption certificate will result in revocat ion ofyour 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 pnme contractor to issue certificates to each ofthe subcontractors (Seereverses(de) FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED o-atio com t N rod by aoa 89 0170 750(999)$0 00 CONTRACTOR INFORMATION fad. ame 'it tm Mailing address y Stala Z—pTContact erson Mail address rederal Employers denhificaton Number Bdamount tor your concept B t I pM mmire c w rg tt co x r EXEMPTION INFORMATIONfZ1eIrtDergrroaz rou Contr�llWwdMegd7e69nheedegpartles tlhpP�„' Name o exemptorganization wn a ion ass oon con ac sarn€ethelwd emp organ ze onon s num r 98 ress o exemp organ¢a on y state zip) Principal contact at exempt organE ion incipe con c s telephone number ys caloce ono projectsTe give ac a a ress en applicableantl esan or count, iss)w erepro(ec is ocae car I I Y E t m 1 E y we 1111 / dedare under penalty of perjury in the second degree that the statements made m this appliaabon are true and complete to the best ofmy/mow/edge Signalarao owner partner or corporate orticer I Ileo corporale a cer Dale DO NOT WRITE BELOW THIS LINE Section 00670 Page 2 Special Notice Contractors who have completed this application in the past please note the following changes in procedure The Department wall no longer issue individual Certificates of exemption to subcontractors Only pnme contrac tors will receive a Contractors 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 onginal Certificate should always be retained by the prime contractor Copes of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractors pace of business for a minimum of three years and be available for inspection in the event of an audit Once an &W has been assigned to you pease 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 succeed ing numbers will be issued by the Department of Revenue DO NOT enter what you believe to be the next in sequence as this may delay processing of your application Section 00670 Page 3 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRA( T prepared by the Fngmeers Joint Contract Documents Committee EJCDC No 1910 8 (1990 Edition) as a base Changes to that document me shown by underlining text that has been added and striking through tecc that has been deleted EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) TABLE OF CONTENTS OF GENERAL CONDITIONS Article or Paragraph Number & Title DEFINITIONS 1 1 Addenda 12 Agreement 1 3 Application for Payment 14 Asbestos 1 � Bid 16 Bidding Documents 1 7 Bidding Requirements 18 Bonds 1 9 Change Order 1l0 Contract Documents I 11 Contract Price 1 12 Contract Times 113 CONTRACTOR 114 defective 1 15 Drawings 1 l6 Effective Date of the Agreement Ill ENGINEER I is ENGINEER s Consultant 1 19 Field Order 1 20 General Requirements 121 Hazardous Waste 1 22 a Laws and Regulations Laws or Regulations 1 22 b Legal Holidays 123 Liens 124 Milestone 125 Notice of Award 1 26 Notice to Proceed 127 OWNER 1 28 Partial Utilization 129 PCBs 130 Petroleum 131 Project 132 a Radioactive Material 1 32 b Regular Working Hours 1 33 Resident Protect Representative 134 Samples 1 35 Shop Drawings 136 Specifications 137 Subcontractor 1 38 Substantial Completion 1 39 Supplementary Conditions 140 Supplier 1 41 Underground Fauhties 1 42 Unit Price Work 143 Work 1 44 Work Change Directive 1 4t Written Amendment Page Article or Paragraph Number Number & Title 2 2 2 2 2 0 2 2 2 9 2 2 2 2 2 :3 3 Page Number PRELIMINARY MATTERS 3 2 1 Delivery of Bonds 3 22 Copies of Documents 3 23 Commencement of Contract Times Notice to Proceed 3 14 Starting the Work 3 25 2 7 Before Starting Construction CONTRACTOR s Responsibility to Report Preliminary Schedtles Delivery of Certificates of Insurance 3 4 18 Preconstruction Conference 4 29 Initially Acceptable Schedules 4 CONTRACT DOCUMENTS INTENT AMENDING REUSE 4 3 1 32 Intent 4 33 Reference to Standards and Speci ficahons of Technical Societies Reporting and Resolving Des crepancees 4 5 34 Intent of Certain Terns or Adjectives 3 5 Amending Contract Documents 5 3 6 Supplementing Contract Documents 5 37 Reuse of Docum ents AVAILABILITI OF LANDS SUBSURFACE AND PHYSICAL CONDITIONS REFERENCE POINTS 5 4 1 Availability of Lands 5 6 42 Subsurface and Physical Conditions 6 41 1 Reports and Drawings 6 422 Lim red Reliance by CONTRAC TORAuthonzed Technical Data 6 4 2 3 Notice of Differing Subsurface or Physical Conditions b 424 EMANEERs Review 6 425 Possible Contract Documents Change b 4 2 6 Possible Price and Times Adjustments 67 43 Physical Conditions Underground Facilities 7 43 1 Shown or Indicated 7 4 3 2 Not Shown or Indicated 7 44 Reference Points 7 EICDC GENERAL CONDITIONS 1910 8 (1990 EDITION) W CITY OF FORT COLLINS MODIFICATIONS niEV 9199) Article or Paragraph Page Article or Paragraph Page B Number g Title Number Number & Title Number 4 Asbestos PCBs Petroleum 625 Submittal Proceedures CON Hazardous Waste or TRACTOR s Review Prior Radioactive Material 7 8 to Shop Drawing or Sample Submittal 16 5 BONDS AND INSURANCE 8 626 Shop Drawing & Sample Submit 5 1 52 Performance Payment and Other tals Review by ENGINEER 16 17 Bonds 8 627 Responsibility for Variations 53 Licensed Sureties and Insurers from Contract Documents 17 Certificates of Insurance 8 628 Related Work Performed Prior 54 CONTRACTORS Liability to ENGINEER s Review and Insurance 9 Approval of Required 55 OWNER s Liability Insurance 9 Submittals 17 56 Property Insurance 9 10 629 Continuing the Work 17 5 7 Boiler and Machinery or Addi 630 CONTRACTORS General tional Property Insurance 10 Warranty and Guarantee 17 5 8 Notice of Cancellation Provision 10 631 6 33 Indemnification 17 18 59 CONTRACTORS Responsibility 634 Survival of Obligations 18 for Deductible Amounts 10 5 10 Other bpecial Insurame 10 7 OTHER WORK 18 5 11 P, aiver of Rights 11 7 1 73 Related Work at Site 18 5 12 5 13 Receipt and Application of 74 Coordination 18 Insurance Proceeds 10 II 5 14 Acceptance of Bonds and Insar 8 OWNER S RESPONSIBILITIES 18 ante Option to Replace 11 8 1 Communications to CON 5 15 Partial Utilization Property TRACTOR 18 Insurance 11 82 Replacement of ENGINEER 18 83 Furnish Data andPay Promptly 6 CONTRACTOR S RESPONSIBILITIES 11 When Due 18 6 1 6 2 Supervision and Superintendence 11 84 Lands and Easements Reports 6 3 6 5 Labor Materials and Equipment 11 12 and Tests 18 19 66 Progress Schedule 12 85 Insurance 19 67 Substitutes and Or Equal Items 86 Change Orders 19 CONTRACTORS Expense 87 Inspections Tests and Substitute Construction Approvals 19 Methods or Procedures 88 Stop or Suspend Work ENGINEERS Evaluation 1213 Terminate C,ONTRACTORs 6 8 6 11 Concerning Subcontractors Services 19 Suppliers and Others 89 Limitations on OWNERS Waiver of Rights 13 14 Responsibilities 19 612 Patent Fees and Royalties 14 8 10 Asbestos PCBs Petroleum 613 Permits 14 Hazardous Waste or 6 14 Laws and Regulations 14 Radioactive Material 19 615 Taxes 14 15 811 Evidence of Financal 616 Use of Premises 15 Arrangements 19 617 Site Cleanliness 15 618 Safe StruG ural Loading 15 9 ENGINEERS STATUS DURING 619 Record Documents IS CONSTRUCTION 19 620 Safety and Protection t516 91 OWNERs Representative 19 621 Safety Representative 16 92 Visits to Site 19 622 Hazard Communication Programs 16 93 Protect Representative 1921 623 Emergencies 16 94 Clarifications and Interpre 624 Shop Drawings and Samples 16 rations 21 95 Authorized Variations in Bork 21 EJ D CtENERAL COND[TIOM 191M (1990 ED[T[OM w/ C[TY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Page Article or Paragraph Page 'Dumber & Title Number Number & Title Number 96 Re)ectingDefective Work 21 138 139 Uncovering Work at ENGI 9 7 9 9 Shop Drawings, Change Orders NEERa Request 2728 and Payments 21 13 10 OWNER May Stop the Work 28 910 Determinations for Unit Prices 21 22 1311 Correction or Removal of 911 912 Decisions on Disputes ENGI Defective Work 28 NEER as Initial Interpreter 22 13 l- Correction Period 28 913 Limitations on ENGINEER 13 13 Acceptance ofDefective Work 28 Authority and Responsibilities 2223 1314 OWNER May Correct Defective Work 28 29 CHANGES IN THE WORK 23 101 OWNER S Ordered Change 23 14 PAYMENTS TO CONTRACTOR AND 102 Claim for Adjustment 23 COMPLETION 29 10, Work Not Required by Contract 141 Schedule of Values '9 Documents �3 142 Application for Progress 104 Change Orders _3 Payment 29 105 Notification of Surety 23 143 CONTRACTOR Warranty of Title 29 CHANGE OF CONTRACT PRICE 23 144 147 Review of Applications for 11 1 113 Contract Price Claim for Progress Payments 2930 Adjustment Salue of 14 8 149 Substantial Completion 30 the SG ork 23 24 14 10 Partial Utilization 30 31 11 4 Cost of the Work 24 25 14 11 Final Inspection 31 11 , Exclusions to Cost of the Work 25 14 12 Final Application for Payment 31 11 6 CONTRACTORS Fee 25 14 13 14 14 Final Payment and Acceptance 31 11 7 Cost Records 15 26 14 U Waiver of Claims 31 32 11 8 Cash Allowances 26 11 9 Unit Price Work 26 15 SUSPENSION OF WORK AND TERMINATION 32 CHANGE OF CONTRACT TIMES �6 151 OWNER May Suspend Work 32 121 Claim for Adjustment 26 15 2 15 4 OWNER May Terminate 32 12 2 Time of the Essem,e 26 15 5 CONTRACTOR May Stop 12 3 Delays Beyond CONTRACTORS Work or Terminate 32 33 Control 26 27 124 Delays Beyond OWNFR s and 16 DISPUPF RF40f UfION 33 CONTRACTORS Control 27 17 MISCELLANEOUS 33 TESTS AND INSPECTIONS CORRECTION 171 Giving Notice 33 REMOVAL OR ACCEPTANCE OF 172 Computation of Times 33 DEFECTIVE WORK 27 17 3 Notice of Claim 33 131 Notice of Defects }7 174 Cumulative Remedies 33 13 2 Access to the Work 27 17 5 Professional Fees and Court 133 Tests and Inspections Costs Included 33 CONTRACTORS Cooperation 27 176 4pplicable State Laws 33 34 134 OWNER s Responsibilities Intentionally left blank 3� Independent Testing Laboratory 27 13 5 CONTRACTORS EXHIBIT GC A (Optional) Responsibilities 27 Dispute Resolution Agreement GC At 136 13 7 Covering Work Prior to ]nspec 161 166 Arbitration GC At Lion Testing or Approval 27 167 Mediation GC Al EJCDC GENERAL CONDITIONS 19104 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFTCATIONS (REV 9/99) INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the treneral Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of Bonds and Insurance s 14 defective Work 10 4 1 13 5 13 13 final payment 9IZ l415 insurance 5 14 other Work by CONTRACTOR 73 Substitutesand Or Equal Items 671 Work by OWNER 25 630 634 Access to the Lands OWNERand CONTRACTOR responsibilities 41 site related Work 7 2 Work 132 13 14 149 Acts or Omissions Acts and Om issions CONTRACTOR 69 1 9 133 ENGINEER 620 9 133 OWNER 620 99 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 15 35 41 432 452 453 94 95 102104 11 1� 14 8 15 1 progress schedule 66 Agreement definition of I All Risk Insurance policy form 5 6 2 Allowances Cash 11 8 Amending Contract Documents 3 5 Amendment Written in general 1 10 145 3 5 5 10 5 12 6 6 2 682 619 101 104 IL_ 121 13 12 2 1472 Appeal OWNER or CONTRACTOR intent to 9 10 9 It 10 4 16 2 16 5 Application for Payment definition of 13 ENGINEb,Rs Responsibility 99 final payment 9 13 4 9 13 5 1412 14 15 in general 2 8 2 9 5 6 4 9 10 15 � progress payment 141 147 review of 144 147 Arbitration 161 166 Asbestos claims pursuant thereto 4 5 2 45 3 CONTRACTOR authorized to stop Work 4 5 2 definition of 14 Article or Paragraph Number OWNER responsibility for 451 810 possible price and tunes change 4 5 2 Authorized Variations in Work 36 625 627 95 Availability of Lands 41 84 Award Notice of defined 125 Before Starting Construction 25 29 Bid definition of 15 (I l 1 10 2 3 3 3 4264 613 1143 1191) Bidding Documents —definition of ) 6(682) Bidding Requirements definition of 17(l1 4262) Bonds acceptance of 5 14 additional bonds 105 11459 Cost of the Work 1154 definition of 1 8 delivery of 21 5 1 final Application for Payment 14 12 14 14 general 1 10 5 1 5 3 5 13 913 105 1476 Performance Payment and Other 5 1 52 Bonds and Insurance in general 5 Builders risk all risk policy form 5 6 2 Cancellation Provisions Insurance 54 11 5 8 5 15 Cash Allowances 11 8 Certificate of Substantial Completion 138 63023 148 1410 Certificates of Inspection 9 13 4 135 14 12 Certificates of Insurance 2 7 53 5 4 11 54 13 365 58 514 9 13 4 1412 Change in Contract Price Cash Allowances 11 8 clam for price adjustment 41 426 4> >15 682 94 95 911 10 2 105 112 139 1313 1314 147 151 155 CON l RAC TOR a fee 116 Cori of the Work general 114 11 7 Exclusions to l l � Cost Records 11 7 ingeneral 119 144 9It 1042 1043 11 Lump Sum Pricing 11 3 2 Notification of Surety 105 Scope of 103 104 Testing and Inspection Uncovering the Work 139 ErC GENERAL CONDITIONS 19105 (1990 EDITION) -1 CITY OF FORT COLLINS MODIFICATIONS (REV 909) Unit Price Work 119 Article or Paragraph Number Value of Work Change in Contract Times Claus for tunes adjustment 41 682 94 95 911 139 1313 1314 Contractual time limits Delays beyond CONTRACTORS control Delays beyond OWNERS and CONTRACTORS control Notification of surety Scope of change Change Orders Acceptance ofDefechve Work Amending Contract Documents Cash Allowances Change of Contract Price Change of Contract Times Changes in the Work CONTRACTORS tee Cost of the Work Cost Records definition of emergencies ENGINEER s responsibility 98 execution of Indemnifiction 611 Insurance Bonds and OWNER may terminate OWNERS Responsibility Physical Conditions Subsurface and Underground Facilities Record Docum ents Scope of Change Substitutes Unit Price Work value of Work, covered by Changes in the Work Notification of surety OWNER s and CONTRACTORS responsibilities Right to an adjustm ent Scope of change Claims 11 3 426 45 515 102 105 111 147 151 155 122 123 CONTRACTORs Fee uc Article or Paragraph Number 54 6IZ616 631 114 11 5 911 912 161 161 166 91l 1132 173 OWNERS 94 95 911 102 112 119 124 121 139 1313 1314 173 105 OWNERS liability 55 103 104 OWNER may refuse to make payment 147 13 13 35 118 11 12 10 116 114 11 7 117 19 623 104 112 121 104 616 631633 510 513 105 152 15 4 86 104 4' 432 6 19 103104 673 682 119 113 10 105 104 102 103104 against CONTRACTOR 616 against ENGINEER 632 against OWNER 632 Change of Contract Price 94 112 Change of Contract Times 94 121 CONTRACTORS 4 7 1 94 95 9 11 102 112 119 121 139 148 151 15a 173 CONTRACTORS liability Cost of the Work Decisions on Disputes Dispute Resolution Dispute Resolution Agreement ENGINEER as initial interpretor Lump Sum Pricing Notice of Professional Fees and Court Costs Included 17 request for formal decision on 911 Substitute Items 6 7 1 Tone Extension 121 Time requirements 911 121 Unit Price Work 1193 Value of 11 3 Waiver of on Final Payment 1414 14 15 Work Change Directive 102 written notice required 9 11 112 12 1 Clarifications and Interpretations 3 6 3 94 911 Clean Site 6 17 Codes of Technical Society Organization or Association d 33 Commencement of Contract Times 23 Communications general 62 6 9 2 8 1 Hazard Communication Programs 622 Completion Final Application for Payment 14 12 Final Inspection 1411 Final Payment and Acceptance 1413 1414 Partial Utilization 14 10 Substantial Completion 1 38 148 149 Waiver of Claims 14 15 Computation of Tim as 172 l 1722 Concerning Subcontractors Suppliers and Others 68 611 Conferences initially acceptable schedules 29 preconstrucnon 28 Conflict Error Ambiguity Discrepancy CONTRACTOR to Report 2 5 3 3 2 Construction before starting by CONTRACTOR 1527 Construction Machinery Egwpmant etc 64 Continuing the Work 629 104 Contract Documents Amending 3 S Bonds 51 EJCDC GENERAL COMMONS 1910 8 (1990 ®ICON) w C[W OF FORT COLLINS MODIFICATIONS (REV 9/99) Cash Allowances 11 8 Stop Work requirements 4 5 2 CONTRACTORs— Article or Paragraph Number Change of Contract Price 11 Change of Contract Times 12 Changes in the W ork 104 105 check and verify 25 Clarifications and Interpretations 32 36 94 9 11 definition of I l0 ENGINEER as initial interpreter of 911 ENGINEER as OWNER s representative 91 genera13 Insurance 53 Intent 3 1 34 minor variations in the Work 36 OWNERS responsibility to furnish data 8 3 OWNER s responsibility to make prompt payment 83 144 14 13 precedence } 1 3 3 3 Record Documents 619 Reference to Standards and Specifications of Technical Societies Related Work Reporting and Resolving Discrepancies 25 Reuse of Supplementing Term matron of ENGINEER s Employm ent Unit Price Work variations Visits to Site ENGINEERs Contract Price adjustment of 3 5 4 1 Change of Decision on Disputes definition of Contract Times adjustment of Change of Commencement of definition of CONTRACTOR Acceptance of Insurance Communications Continue Work coordination and scheduling definition of Limited Reliance on Technical Data Authorized May Stop Work or Term mate provide site access to others Safety and Protection 36 623 33 7^ 33 37 36 82 119 627 92 94103 112113 II 35 41 94 103 12 121124 23 1 12 5 14 62 69_ 629 104 692 1 13 42' 155 72 132 4312 616 618 621623 72 132 Shop Drawing and Sample Review Prior to Submittal 625 Article or Paragraph Number Compensation 11 1 112 Continuing Obligation 14 15 Defective Work 96 13 10 1314 Duty to correct defective Work 13 11 Duty to Report Changes in the Work caused by Emergency 623 Defects in Work of Others 73 Differing conditions 423 Discrepancy in Documents 25 3 3 2 6 142 Underground Facilities not indicated 4 3 2 Em ergenues 623 Equipment and Machinery Rental Cost of the Work l l 4 5 3 Fee Cost Plus 114 5 6 115 1 I1 6 General Warranty and Guarantee 630 Hazard Communication Programs o 22 Indemnification 612 616 631 633 Inspection of the Work 73 134 Labor Materials and Equipment 6 3-6 5 Laws and Regulations Compliance by 6 141 Liability Insurance 5 4 Notice of Intent to Appeal 9 10 104 obligation to perform and complete the Work 630 Patent Fees and Royalties paid for by 611 Performance and Other Bonds 5 1 Perm its obtained and paid for by 613 Progress Schedule 26 2 8- 9 66 629 104 152 1 Request for formal demsionon disputes 911 Responsibilities Changes in the Work 101 Concerning Subcontractors Suppliers and Others 68 611 Continuing the Work o _9 104 CONTRACTORS expense 6 7 1 CONTRACTORS General Warranty and Guarantee 630 CONTRACTOR s review prior to Shop Drawing or Sample submittal 615 Coordination of Work 692 Emergencies a 23 ENGINEERsevaluauon Substitutes of Or Equal Items 673 For Acts and Omissions of Others 691 o92 913 for deductible amounts insurance 5 9 general 6 72 73 89 Hazardous Communication Programs o 22 Indemnification o31633 m� WCDC GENERAL CONDITIONS 19104 (1990 EDITION w C[TY OF FORT COLLINS MODIRCATIONS (REV 9/99) Labor Materials and Equipment 63 65 CONTRACTORS other 7 Laws and Regulations 614 Contractual Liability Insurance 54 10 Liability Insurance 54 Contractual Time Limits 122 Article or Paragraph Number Notice of variation from Contract Documents 627 Patent Fees and Royalties 612 Permits 6 13 Progress Schedule 66 Record Documents 619 related Work performed prior to ENGINEER s approval of required submittals 628 safe structural loading 618 Safety and Protea.lion 620 72 132 Safety Representative 621 Scheduling the Work 692 Shop Drawings and Samples 624 Shop Drawings and Samples Review by ENGINEER 626 Site Cleanliness 6 17 Submittal Procedures b 25 Substitute Construction Methods and Procedures 6 7 2 Substitutes and Or Equal Items 6 7 1 Superintendence 62 Supervision 6 1 Survival of Obligations 634 Taxes 6 15 Tests and Inspections 13 5 To Report 25 Use of Premises 616618 63024 Review Prior to Shop Drawing or Sample Submittal 625 Right to adjustment for changes in the Work 102 right to claim 4 71 94 95 911 102112 119 121 139 148 151 155 173 Safety and Protection 6 20-6 22 7. 132 Safety Representative 621 Shop Drawings and Samples Submittals 6 246 28 Special Consultants 1144 Substitute Construction Methods and Procedures 6 7 Substitutes and Or Equal Items Expense 67 1 6 7 2 Subcontractors Suppliers and Others 68 6 11 Supervision and Superintendence 6 1 62 621 Taxes Payment by 6 U Use of Premises 6 166 18 Warranties and guarantees 65 630 Warranty of Title 143 Written Notice Required CONTRACTOR stop Work a terminate 15 5 Reports of Differing Subsurface and Physical Conditions 423 Substantial Completion N11 148 Article or Paragraph Number Coordination CONTRACTORS responsibility b92 Copies of Documents 22 Correction Period 13 11 Correction Removal or Acceptance of Defective Work in general 1041 13 10 13 14 Acceptance ofDefective Work 1313 Correction or Removal of Defective Work 630 1311 Correction Period 13 12 OWNER May Correct Defective Work 1314 OWNER May Stop Work 1310 Cost of Tests and Inspections 114 Records 11 7 Cost of the Work Bonds and insurance additional I1 4 59 Cash Discounts 11 42 CONTRACTORS Fee 116 Employee Expenses 11 4 51 Exclusions to 115 General 11 4 11 3 Home office and cs erhead expenses 11 5 Losses and damages 11456 Materials and equipment 11 42 Minor expenses 114 5 8 Payroll costs on changes 11 41 performed by Subcontractors 11 43 Records 11 7 Rentals of construction equipment and machinery 11453 Royalty payments, permits and license fees 114 5 5 Site office and temporary facilities It 4 5 2 Special Consultants CONTRACTORS 1144 Supplemental It 45 Taxes related to the Work 11454 Tests and Inspection 134 Trade Discounts 1142 Ltdnties fuel and sanitary facilities 11457 Work after regular hours 11 4 1 Covering Work 136 137 Cumulative Remedies 174175 Cutting httmg and patching 72 Data W be furnished by OWNER 83 Day definition of 1722 Decisions on Disputes 9 11 9 12 defeonve definition of 1 t4 detective Work Acceptance of 1041 13 13 ETCDC GENERAL CONDITIONS 1910 8 (1990 EDITION) W CITY OF FORT COLLIM MODIFICATIONS (REV 9199) Correction or Removal of 1041 13 11 OWNER Representative Correction Period 13 12 Payments to the CONTRACTOR, in general 13 147 14 11 Responsibility for Recommendation of Payment Article or Paragraph Number Observation by ENGINEER 92 OWNER May Stop Work 1310 Prompt Notice of Defects 13 l Rejecting 96 Uncovering the INork 13 8 Definitions I Delays 41 629 113 124 Delivery of Bonds 2 1 Delivery of certificates of insurance 2 7 Determinations for Unit Prices 910 Differing Subsurface or Physu,al Conditions Notice of 423 ENGINEERS Review 424 Possible Contract Documents Change 425 Possible Price and Times Adjustments 4 2 6 Discrepancies Reporting and Resolving 25 332 6142 Dispute Resolution Agreement 161 lb 6 Arbitration 161 165 genera116 Mediation 166 Dispute Resolution Agreement lb 1 166 Disputes Decisions by ENUINEER 9 It 9 12 Docum ents, Copies of 22 Record 6 19 Reuse of 37 Drawings definition of 1 15 Fasements 41 Effective date of Agreement definition of 1 16 Emergencies 623 ENGINEER as initial interpreter on disputes 911 9 12 definition of 1 17 Limitations on authority and responsibilities 9 13 Replacement of 81 Resident Project Representative 93 ENGINEERS Consultant definition of 118 ENGINEERS authority and responsibility limitations on 9 13 Authorized Variations in the Work 95 Change Orders responsibility for 97 10 11 12 Clarifications and Interpretations 3 6 3 94 Decisions on Disputes 9 11 9 12 defective Work notice of 131 Evaluation of Substitute Items 6 7 3 Liability 632 912 Notice Work its Acceptable 1413 Observations 6 30 2 92 91 99 14 W4 1413 Article or Paragraph Number Responsibilities Limitations on 9 11 913 Review of Reports on Differing Subsurface and Physical Conditions 4 2 4 Shop Drawings and Samples review responsibility 626 Status During Construction authorized variations in the Work 95 Clarifications and Interpretations 94 Decisions on Disputes 911 912 Determinations on Unit Price 910 ENGINEER as Initial Interpreter 911 9 12 ENGINEER s Responsibilities 91912 Limitations on ENGINEERS Authority and Responsibilities 9 13 OWNER s Representative 91 Project Representative 93 Rejecting Defective Work 96 Shop Drawings Change Orders and Payments 9 7 9 9 Visits to Site 92 Unit Price determinations 9 10 Visits to Site 92 Written consent required 72 9 1 Equipment Labor Materials and 63 65 Equipment rental Cost of the Work 11453 Equivalent Materials and Equipment 67 error or omissions 633 Evidence of Financial Arrangements 8 it Fxplorations of physical conditions 421 Fee CONTRACTORS Costs Plus Ilb Field Order definition of 1 19 issued by ENGINEER 36 t 95 Final Application for Payment 14 12 Final Inspection 1411 Final Payment and Acceptance 1413 14 14 Prior to for cash allmences 11 8 General Provisions 173 174 General Requirements definition of 120 principal references to 26 64 6 6 6 7 624 (jiving Nance 171 Guarantee of Work by CONTRACTOR 6 30 l4 12 Hazard Communication Programs 622 Hazardous Waste definition of 1 11 general 45 OWNERs responsibility for 810 EJ(W GENERAL CONDITIONS 1910 3 (1990 EDITION w/ 01iY OF FORT COLL S MODiFICAMONS (REV 9199) Indemndmation 612, 616 6 31-6 33 Insurance 53 Initially Acceptable Schedules 29 Precedence 3 1 3 3 3 Inspection Reference to 3 3 1 Certificates of 9 13 4 13 5 14 12 Safety and Protection 620 132 Final 1411 Subcontractors Suppliers and Others 6 8 6 11 Article or Paragraph Article or Paragraph Number Number Special required byENGINEER 96 Tests and Inspections 13 5 Tests and Approval 8 7 13 3 13 4 Use of Premises ¢ 16 Insurance Visits to Site 92 Acceptance of by OWNER 5 14 Liability Insurance Additional required by changes CONTRACTORS 54 in the Work 11459 OWNERS 55 Before starting the Work 27 Licensed Sureties and Insurers 53 Bonds and in general 5 Liens Cancellation Provisions 59 Application fur Progress Payment 142 Certificates of 2 7 5 ) 3 ) 4 11 5 4 13 CONTRACTORs Warranty of Title 143 5 6 5 5 8 5 14 9 13 4 1412 Final Application for Payment 14 12 completed operations 5 4 13 definition of 1 23 CONTRACTORs Liability 54 Waiver of Clams 14 15 CONTRACTORs objection to coverage 14 Limitations on ENGINEERS authority and Contractual Liability 54 10 responsibilities 913 deductible amounts CONTRACTORS Limited Reliance by CONTRACTOR responsibility 59 Authorized 422 Final Application for Payment 14 I' Maintenance and Operating Manuals Licensed Insurers 5 3 Final Application for Payment 1412 Notice requirements material changes 58 t0 5 Manuals (of others) Option to Replace 5 14 Precedence 3 3 3 1 other special insurances 5 10 Reference to in Contract Documents 33 1 OWNER as fiduciary for insureds 5 12 5 13 Materials and equipment OWNERS Liability 5 5 burnished by CONTRACTOR 63 OWNER s Responsibility 85 not incorporated in Work 142 Partial Utdizanon Property Insurance 5 b Materials or equipment equivalent 67 Property 5 6-5 10 Mediation (Optional) 167 Receipt and Application of Insurance Milestones definition of 1 24 Proceeds 5 12 5 13 Miscellaneous Special Insurance 5 10 Computation of Times 172 Waiver of Rights 511 Cumulative Remedies 174 Intent of Contract Documents 3 1 3 4 Giving Notice 171 Interpretations and Clarifications 3 o 3 94 Notice of Claim 173 Investigations of physical conditions 41 Professional Fees and Court Costs Included 17 � Labor Materials and Equipment 63 65 Multi prime contracts 7 Lands Not Shown or Indicated 4 3 2 and Easements 84 Notice of Availability of 4 1 84 Acceptability of Project 14 13 Reports and Tests 84 Award definition of 1 2� Laws and Regulations- Laws or Regulations Clam 173 Bonds 5 1 32 Defects 13 1 Changes in the Work 104 Differing Subsurface or Physical Conditions 4 2 3 Contract Documents 31 Giving 171 CONTRACTOR s Responsibilities 614 Correction Period defective Work 13 12 Tests and Inspections 133 Cost of the Work, taxes 11 4 5 4 Variation, Shop Drawing and Samplq 027 definition of 122 Notice to Proceed general6 14 definition of 126 Indemnificanon 631633 giving of 13 EJCDC GENERAL CONDITION81910 8 (1990 MIUOM l CITY OF FORT COLLWS MODIFICATIONS (REV 9199) Notification to Surety 105 Observations by ENGINEER 630 92 Occupancy of the Work 5 15 6 30 2 4 14 10 Omissioms or acts by CONTRACTOR 69 913 Open Peril policy form Insurance 562 Option to Replace 5 14 Article or Paragraph Number Or Equal Items 67 Other work 7 Overtime Work prohibition of 63 OWNER Acceptance of defective Work 13 13 appoint an ENGINEER 82 as fiduciary 12 5 13 Availability of Lands responsibility 41 definition of 127 data furnish 8 3 May Correct Defective Work 1314 May refuse to make payment 147 May Stop the Work 13 10 May Suspend Work Terminate $ 8 13 10 15 t 154 Payment make prompt 83 144 1413 performance of other work 71 permits and licenses requirements 6 13 purchased insurance requirements 6 5 10 OWNERs- Acceptanceat the Work C hange Orders obligation to execute Communications Coordination of the Work Disputes, request for decision Inspections tests and approvals Liability Insurance Notice of Defects Representative During Construction ENGINEERS Status Responsibilities Asbestos PCBs Petroleum Hazardou! Waste or Radioactive Material Change Orders Changes in the Work communications CONTRACTOR s responsibilities evidence of financial arrangements inspections tests and approvals insurance lands and easements prompt payment by replacement of ENGINEER reports and tests stop or suspend Work 8 8 terminate CONTRACTORS 63025 86 104 Sl 74 911 87 134 55 11 1 13 10 9l 8 l0 86 101 81 89 8 11 87 85 84 83 82 84 15 1 services 8 8 152 separate representative at site 93 testing independent use or occupancy of the Work written consent or approval required 134 515 63024 1410 91 63 114 E1CDC GENERAL CONDITIONS 1910 8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number written notice required 71 94 911 112 119 147 154 PCBs definition of 1 29 general 4 5 OWNER s responsibility for 810 Partial Utilization definition of 1 28 general 30 2 4 14 10 Property Insurance 5 IS Patent Fees and Royalties 6 12 Payment Bonds 5 1 5 2 Payments Recommendation of 144147 1413 Payments to CONTRACTOR and Completion Application for ProgressPayments 14" CONTRACTORS Warranty of Title 143 Final Application for Payment 14 12 Final Inspection 14 11 Final Payment and Acceptance 14 13 14 14 general 93 14 Partial Utilization 14 t0 Retamage 14 Review of Applications for Progress Payments 144147 prompt payment 8 3 Schedule of Values 141 Substantial Completion 148149 Waiver of Claims 1415 when payments due 144 14 13 withholding payment 147 Performance Bonds 5 I S 2 Permits 6 13 Petroleum definition of 1 30 general 45 OWNERS responsibility for 810 Physical Conditions Drawings of in or relating to 4 2 1 2 ENGINEER s review 4 2 4 existing structures 4 2 2 general 4 2 12 Notice of Differing Subsurface or 423 Possible Contract Docum eels Change 425 Possible Price and Times Adjustments 4 2 6 Reports and Drawings 42 1 Subsurface and 42 Subsurface Conditions 42 11 Technical Data Limited Reliance by CONTRACTOR Authorized 4 2 2 Underground Facilities general 43 Not Shown or Indicded 4 3 2 Protection of 43 620 Article or Paragraph Number Shown or Indicated 43 1 Technical Data 4 2 2 Preconstruction Conference 28 Preliminary Matters Prelim mary Schedules 26 Premises Use of 6 166 18 Price Change of Contract 11 Price Contract definition of 1 I I Progress Payment Applications for 142 Progress Payment retaniage 142 Progress schedule CONTRACTOR s 26 28 29 66 629 104 1521 Project definition of 1 31 Project Representative ENGINEERS Status During Construction 93 Project Representative Resident definition of 133 prompt payment by OWNER 83 Property Insurance Additional 5 7 genera15 6 5 10 Partial Utilization 515 14 10 2 receipt and application of proceeds 5 12 5 13 Protection Safetyand 62M21 132 Punch list 1411 Radioactive Material defniion of 1 32 general4 5 OWNER s responsibility for 810 Recommendation of Payment 144 145 14 13 Record Documents 619 1411 Records procedures for maintaining 8 Reference Points 44 Reference to Standards and Specifications of Technical Socienes 3 3 Regulations Laws and (or) 614 Rejecting Defective Work 96 Related Work at Site 7 l 7 3 Performed prior to Shop Drawings and Samples submittals review 6-8 Remedies cumulative 174 175 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 25 3 3 2 6 142 Reports and Drawings 42 1 and Tests OWNERS responsibility 8 4 Resident and Project Representative definition of 133 provision for 93 Er D GENERAL COND[T(ON81910 8 (1990 EDITIOM w/ CITY OF FORT COLLINS MODIFICATIONS IREV 9/99) Article or Paragraph Number Resident Superintendent, CONTRACIORs 62 Responsibilities CONTRACTORS-m general e ENGINEERS in general 9 Limitations on 913 OWNERS in general 8 Retamage 142 Reuse of Documents 37 Review by CONTRACTOR Shop Drawings and Samples Prior to Submittal 625 Review of Applications for Progress Payments 144 147 Right to an adjustment 102 Rights of Way 4 1 Royalties Patent Pees and 6 12 Sate Structural Loading 618 Safety and Protection 4 3 2 616 6 18 6 20-6 21 72 132 general 620 623 Representative CONTRACTORS 621 Samples definition of 134 general 624628 Review by CONTRACTOR 625 Review by ENGINEER 626 627 related Work 628 submittal of 6242 submittal procedures 625 Schedule of progress 26 18 29 66 629 104 1521 lchedule of Shop Drawing and Sample Submittals ' 6 2 8 2 9 6 24 6 28 Schedule of Values 26 28 29 14 1 Schedules Adherence to 15 9 1 Adjusting 6 a Change of Contract Times 104 Initially Acceptable 28 29 Prelim wary 26 Scope of Changes 103 104 Subsurface Conditions 4 2 1 1 Shop Drawings and Samples general 624628 Change Orders & Applications for Payments and 9 7 9 9 definition of 131 ENGINEERS approval of 3t,2 ENGINEER s responsibility for review 9 7 624628 related Work 6 28 review procedures -8 624628 Article or Paragraph Number submittal required 6 24 1 Submittal Procedures 625 use to approve substitutions 673 Shown or Indicated 43 1 Site Access 72 132 Site Cleanliness 617 Site Visas to by ENGINEER 92 132 by others 132 special causes of loss policy form insurance 5 6 2 definition of 136 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 „4 Stop or Suspend Work by CONTRACTOR 155 by OWNER 88 1310 151 Storage of materials and equipment 41 72 Structural Loading Safety 6 18 Subcontractor Concerning 6 8 6 11 definition of 137 delays 12 3 waiver of rights 6 11 Subcontractors in general 68 6 11 Subcontracts required provisions S 11 6 1l 114 3 Subic ittak Applications for Payment 142 Maintenance and Operation Manuals 1412 Procedures 625 Progress Schedules 26 9 Samples 624628 Schedule of Values 26 141 Schedule of Shop Drawings and Samples Submissions 26 2829 Shop Drawings 624 628 Substantial Completion certification of 6 30 2 3 14 8 14 9 definition of 138 Substitute Construction Methods or Procedures 6 7 2 Substitutes and Or Equal Items 6 7 CONTRACTOR s Expense 67 13 EN(.INEERs Evaluation 6 73 Or Equal 67 11 Substitute Construction Methods xw EJ(= GENERAL CONDITIONS 1910 8 (1990 EDITION) W CITY OF FORT COLLINS MODIFICATIONS l V 9199) Article or Paragraph Number or Procedures 6 72 Substitute Items 67 12 Subsurface and Physical Conditions Drawings of in or relamg to 42 12 ENGINEER s Review 4 2 4 general 4 2 Limited Reliance by CONTRACTOR Authorized 4 2 2 Notice of Differing Subsurface or Physical Conditions 423 Physical Conditions 4 ° 1 2 Possible Contract Documents Change 4 2 5 Possible Prue and Times Adju tncents 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 61 OWNER shall not supervise 89 ENGINEER shall not supervise 92 9132 Superintendence 6 2 Superintendent CONTRACTORS resident 6 2 Supplemental costs 11 4 5 Supplementary Conditions definition of 1 39 principal references to 110 118 22 27 42 43 51 53 54 5659 011 68 613 74 8 11 93 9 10 Supplementing Contract Documents 3 6 Supplier definition of 1 40 principal references to 37 65 68 6 11 620 624 913 1412 Waiver of Rights 611 Surety consent to final payment 1412 1414 ENGINEER has no duty to 913 Notification of 10 1 105 152 qualification of $ 1 5 3 Survival of Obligations 634 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 151 OWNER May Terminate 152 15 4 Taxes Payment by CONTRACTOR 615 Technical Data Limited Reliance by CONTRACTOR 4 2 2 Possible Prue and Times Adjustments 4 2 6 Reports of Untiring Subsurtace and Physical Conditions 4 2 3 Temporary construction facilities 41 Article or Paragraph Number Termination by CONTRACTOR 15 5 by OWNER 8 8 15 1 154 of ENGINEERS employment 82 Suspension of Work in general 15 Terms and Adjectives } 4 Tests and Inspections - Access to the Work, by others 132 CONTRACTORS responsibilities 135 cost of 13 4 covering Work prior to 13 613 7 Laws and Regulations (or) 135 Notice of Defects 13 I OWNER May Stop Work 13 10 OWNERS independent testing 134 special required by ENGINEER 96 timely nonce required 134 Uncovering the Work at ENGINEER s request 138 139 Times Adjusting 66 Change of Contract 12 Computation of 172 Contract Tunes definition of 1 12 day 1722 Milestones 12 Requirements appeals 910 16 clarifications claims and disputes 911 11 2 12 Commencement of Contract Tunes 23 Preconstruction Conference 28 schedules 26 29 66 Starting the Work 4 Title Warranty of 143 Uncovering Work 13 8 119 Underground Facilities Physical Conditions definition of 141 Not Shown a Indicated 4 3 2 protection of 43 620 Shown or Indicated 43 1 Unit Price Work claims 1193 definition of 142 generals 1 9 14 1 14 Unit Prices general 11 3 l Determination for 910 Use of Premises 6 16 6 18 6 30 - 4 Utility owners 613 6 20 7 1 7 3 13 2 Utilization Partial 128 5 15 6 30 2 4 14 10 Value of the Work 113 Values Schedule of 26 28 29 141 E1CDC GENERAL CONDI nON81910 8 (1990 EDITION) W CITY OF FORT COLLINB MODIFICATIONS (REV 9199) Variations in Work Minor Authorized 625 627 95 Article or Paragraph Number Visits to Site by ENGINEER 92 Waiver of Clams on Final Payment 141, Waiver of Rights by insured parties 5 11 6 1 l Warranty and Guarantee General by CONTRACTOR 630 Warranty of Title CONTRACTORS 143 Work Access to 13 2 by others 7 Changes in the 10 Continuing the 629 CONTRACTOR May Stop Work or Term male 1 N 5 Coordination of 74 Cost of the 1 t 4 115 definition of 143 neglected by CONTRACTOR 1314 other Work 7 OWNER May Stop Work 13 l0 OWNER May Suspend Work 13 10 151 Related, Work at Site 7 1 7 3 Starting the 24 Stopping by CONTRACTOR 155 Stopping by OWNER 15 l 15 4 Variation and deviation authorized, minor 3 6 Work Change Directive clams pursuant to 102 definition of 144 prmupal references to 3 � 3 101 102 Written Amendment definition of 145 principal references to 1 10 15 S 10 15 11_ 662 682 619 101 104 112 121 13122 1472 Written Clarifications and Interpretations 3 6 3 94 9 11 Written Notice Required by CONTRACTOR 71 9 10 9 11 104 112 121 by OWNER 910911 104 112 1314 xv EJCDC GENERAL CONDITIONS 1910 8 (1990 EDITION) W =OF FORT COLLMa MODIFICATIONS (REV 9199) (This page left blank intentionally) EICDC GENERAL CONDITIONS 1910 8 (1990 EDITION) I CITY OF FORT COLLMS MODIFICATIONS (REV 919 ) GENERAL CONDITIONS ARTICLE 1 -DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof 11 Addenda Written or graphic instruments issued prior to the opening of Bids which clarify correct a change the Bidding Requirements or the Contract Documents 12 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 13 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. 14 Asbestos —Any material that contains more than one percent asbestos and is Enable or is releasing asbestos fibers into the air above current action levels established by the Umwd States Occupational Safety and Health Administration 15 Bid —The offer or proposal of the bidder submitted of the prescribed form setting forth the prices for the Work to be performed 16 Biddrn$ Documents —The advertisement or invitation to Bad instructions to bidders, the Bid form and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids) 17 Bidding Requirements The advertisement or invitation to Bad instructions to bidders, and the Bid form 1 8 Bonds —Performance and Payment bonds and other instruments of security 19 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 Tames, issued on or after the Effective Date of the Agreement 110 Contract Documents —The Agreement, Addenda (which pertain to the Contract Documents) CONTRACTOR% Rid (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 Prooecc, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EICDC GENERAL COND1110M 1910-8 (1990 EMI.) wia1 OF FORT COLLINS MODIFICATIONS( ,4R000) same we more specifically Identified in the Agreement together with all Written Amendments, Change Orders Work Change Direamm Field Orders and ENGINEERS written Interpretations and clarifications; issued pursuant to paragraphs 35 361 and 363 on or after the Effechve 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 4 2 2 are not Contract Documents 111 Contract Pnce—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 119 1 m the case of Unit Price Work) 1 12 Contract Times —The numbers of days a the dates stated in the Agreement (1) to achieve Substantial ( ompletion, and (it)to complete the Work so that it is ready for final payment as evidenced by ENGINEERS written recommendation of final payment in accordance with paragraph 14 13 1 13 CONTRACTOR The person, fam or corporation with whom OWNER has entered into the Agreement 1 14 defectrve—An adjective which when moddying the wad Work refers to Work that is unsmsfactcxy fault, 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 refered to in the Contract Documents, or has been damaged poor to ENGINEERS 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 116 Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective but of no such data is indicated it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver 1 17 ENGINEER —The person, firm or corporation named as such in the Agreement 118 ENGINEERS Consukant A person, Iran or corporation having a contract with ENGINEER to furnish services as ENGINEERS independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions t 19 Field Order —A written order issued by ENGINEER which orders mirror charges in the Work in accordance with paragraph 9 5 but which does not involve a change in the Contract Price or the Contract Times 120 General Requrements—Sections of Division I of the Specifications 121 Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as emended from tune to time 122 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 junsdnction. 1 22 b Legal Holidays shall be those holidays observed by the City of Fort Collins 123 Liens Liens, charges, security interests or encumbrances upon real property or personal property 114 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 125 Nonce of Award A written notice by OWNER to the apparent successful bidder stating that upon comphance by the apparent successful bidder with the t,or litnons precedent enumerated therem, within the time specified OWNER will sign and deliver the Agreement 126 Nonce 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 CONTRACTORS obligations under the Contmct Documents 127 OWNER —The public body or authority corporation, association, fine or person with whom CONTRACTOR has entered into the Agreement and for whom the W ork is in be provided 128 Partial Uhlization—Use by OWNER of a substantially completed Fart of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work 129 PCBs—Polychloru ned bipheny is 130 Petroleum petroleum including crude oil or any bzc.tion 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 adrefuse gasoline kerosene and oil mixed with other non Hazardous Wastes and crude oils 131 Project —The total construction of which the Work to be provided under the Contract Documents may he the whole, or a part as indicated elsewhere in the Contract Documents 132 a Rachoacnve Matenal—Source special nuclear or byproduct material as defined by the Atomic Energy Act of EICDC GENERAL CONDITIONS 19104 (1990 EM m) w/ CITY OF FORT COLLI NS MODIFICATIONS (REV 4/2000) 1954 (42 USC Section 2011 et seq) as amended from time to time 132 b Regidar Working Hours- Regular working hours are defined as 700am to 600pm unless otherwise specified in the General Requirements 133 Resident Project Representative The authorized representative of ENGINEER who may be assigned to the site or any part thereof 134 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 135 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 136 Specifications —Those porvons of the Contract Documents consisting of written technical descriptions of materials equipment construction systems, standards and workmanship as applied to the Work and certain admmistmtive details applicable thereto 137 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 W ork at the site 138 Substantial Completion The Work (a a specified part thereof) has progressed to the pout where in the opinion of ENGINEER as evidenced by ENGINEERS definitive certificate of Substantial Completion, it is sufficiently complete in accordance with the Contmct 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 tasa when the Work is complete and ready for fatal payment as evidenced by ENGINEERS written recommendation of final payment in accordance with paragraph 1413 The terns substantially complete and substantially completed as applied to all or part of the Work refer in Substantial Completion thereof 139 Supplementary Conchnons The part of the Contract Documents which amends or supplements these Geneml Conditions 140 Suppher—A manufacturer fabricator supplier distributor matermbnan 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 141 Lndergrownd 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 electneity gases, steam liquid petroleum products telephone or other commumcatnons, cable television, sewage and drainage removal, traffic or other control systems or water 142 Unit Price W ork—Work to be paid for on the basis of unit prices 143 Work The entire completed construction or the various separately identifiable parts thereof required to be tumished under the Contract Documents Work includes and is the result of performing or furnishing labor and furmslung and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents 144 Work Change Directive —A written directive to CONTRACTOR issued on or after the Effectne 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 Faragmph42 or 43 or to emergencies under paragmph623 A Work Change Directive wilt 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 rticorporated 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 2 145 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 nonengmeenng or nontechnical rather than strictly construction related aspects of the Contract Documents ARTICLE 2—PRELIMINARY MATTERS Delivery of Bondy 21 When CONTRACTOR delivers the executed Agreements to OWNER CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish m accordance with paragraph 5 1 Copies ofDocaments 22 OWNER shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessar} for the execution of the Work Additional copies will be furnished, upon request at the cost of repr duction Commencement of Contract Times Nonce to Proceed 23 the Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement, or e1CDC GENERAL CONDITIONS 19104 (1990 Edmm) wl CITY OF FORT OOLLINS MODIFICATIONS (REV 4R ON) if a Notice to Proceed its 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 in no 0 will die cmtigat Times of theen n:t f.dew lsearlief Starting the Work 24 CONTRACTOR shall start to perform the Work an the date when the Contract Tunes commence to run, but no Work shall be done at the site prior m the date on which the Contract Times commence to run Before Starting Constnicir rt '5 Before undertaking each part of the Work CONTRACTOR shall carefully study and compare the Contract Documents and check and verify penment 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 an 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 26 Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements) CONTRACTOR shall submit to ENGINEER for review 261 a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing die various stages of the Work including any Milestones specified in the Contract Documents 2 6 2 a preliminary schedule of Shop Dmw mg and Sample submittals which will list each required submittal and the times for submitting reviewing and processing such submittal 2621 In no case will a schedule be acceptable which allows less than 21 calendar days for each review by Em¢meer 263 A prelim mary schedule of values for all of the Work which will include quantities and prices of ¢ems 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 27 Before any Work at the site is started. CONTRACTOR and-QIX4 7$F shall eseh deliver to the ether OWNER, with copies to danc fied _ the Supplementary ENGINEER. certificates of instance (and other evidence of insurance remuested by OWNERI which CONTRACTOR is required to putohase and maintain in accordame with paragraphs 5 n�_, 5 Preconstru"n Conference 28 Within twenty days after the Contact 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 26 procedures for handling Shop Drawings and other submittals processing Applications for Payment and maintaining required records Initially Acceptable Schedules 29 Unless otherwise provided in the Contract Documents, �ymern before anv work at the site 6e¢ins, a conference attended by CONTRACTOR ENGINEER and others as epprepreete designated by OWNER will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph 26 and Division I General Reoumements 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 Tunes but suchacceptance will neither Impose on ENGINEER responsibddy for the sequencing scheduling a progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTORS full responsibility therefor CONTRACTORS schedule of Shop Drawing; and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTORS schedule of values will be acceptable to ENGINEER as to form and substance ARTICLE 3 CONTRACT DOCUMENTS INTENT AMENDING REUSE Intent 31 The Contract Documents compnse 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 fa by all The Contract Documents will be construed in accordance with the law of the place of the Project 32 It is the intent of the Contract Documents to E1CDC GENERAL CONDITIONS 191M (I "a Edam) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/3 Wm) 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 infened 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 phases shall be interpreted in accordance with that meaning Clarnficitio s and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9 4 33 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 assocabon, 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 (a on the Effective Date of the Agreement if there were no Bids) except as may be otherwise specifically stated in the Contract Documents 332 Ik during the performance of the Work CONTRACTOR discovers any conflict error ambiguity or discrcpancy within the Contact Documents or between the Contact 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 a 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 623) until an amendment or sir plement to the Contract Documents has been issued by one of the methods indicated in paagraph 3 5 a 36 provided, however that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, error ambiguity or discrepancy unless C.ONIRACIOR knew or reasonably should have known thereof 333 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 Contact Docurrems 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) a 3 3 3 2 the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation) No provision of any such standard, specification, manual code or instruction shall be effective to change the duties and responsibilities of OWNER CONTRACTOR or ENGINEER or any of their subcontractors, consultants agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER ENGINEER or any of ENGINEERS Consultants, agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any duty a authority to undertake responsibility inconsistent with the provisions of paragraph 9 13 or any other provision of the Contract Documents 34 Whenever in the Contract Documents the terms as ordered as directed as required as allowed as approved a terms of like effect or import are used, or the adjectives reasonable stumble acceptable proper or satisfactory or adjectives of like effect or import we used to describe a requirement, direction, review a 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 at the Contract Docim ems and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (untess 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. Amenehng and Supplementmg 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 Witten Amendment 35 2 a Change Order (pursuam to paragraph 10 4) or EICDC GENERAL CONDITIONS 19104 (1990 EAuaa) w/ QTY OF FORT COLLINS MODIFICATIONS (REV 4R000) 3 5 3 a Work Change Directive (pursuant to pamgmph 101) 36 In addition, the requirements of the Contract Dmuments may be supplemented and minor vananons and deviations in the Work may be authonmd, in one or more of the following ways 36 1 A Field Order (pursuant to paragraph 9 5) 362 ENGINEERs approval of a Shop Drawing or Sample (pursuant to paragraphs 6 26 and 6 27) or 363 ENGINEERs written interpretation or clarification (pursuant to paragraph 9 4) Reuse of Documents 3 7 CONTRACTOR and any Subcontractor or Supplier or other person or organization performing or furnishing anv of the Work under a direct or indirect wntract with OWNER (n) shall not have or acquire any title to or ownership rights in any of the Drawmgs, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEERS Consultant and (n) shall not reuse any of such Drawing 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—AVAILABILTTY OF LANDS SUBSURFACE AND PHMCAL CONDITIONS REFERENCE POINTS 4vadabibly oflands 41 OWNER shall furnish, as indicated in the Contract Documents the lands upon which the Work is to be performed, nghtsofway and easements for access thereto and such other lands which are designated for the use of CONTRACTOR l f _ ^alon _ r� loda e _ . h _lt the i_a r - r .f or ci _ e_ti_ ...a.._..s .c ,...tie 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 OWNFR are unable to agree on entitlement to or the amount or extent of anv adjustments in the Contract Price a the Contract Times as a result of any delay in OWNERS furnishing these lands, rights -of way or easements, (.ONTRACTOR may make a clam therefor as provided in Articles I and 12 CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment 42 Subsurface and Physical Conrbthons 4 2 1 Reports and Drawings Reference is made m the Supplementary Conditions for identification of 42 1 1 Subsurface Condinons Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilnsd by ENGINEER in preparing the Contract Documents and 42 12 Physical Conchnons 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 422 Limited Reliance by CONRtCTOR 9uthon ed 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 dam CONTRACTOR may not rely upon a make arty claim against OWNER, ENGINEER or any of ENGINEERS Consultants with respect to 42 h 1 the completeness of such reports and drawings for CONTRACTORs 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 4222 other data interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4223 anv CONTRACTOR interpretation of or conclusion drawn from any technical data or any such dam mterpretahorc, opinions or inform alton 423 Nonce of Differing Subsurface or Physical Conchtims If CONTRACTOR believes that any subsurface or physical condition at a contiguous to the site that is uncovered or revealed either 4 0 3 l is of such a nature as to establish that any tecfaucal data on wtuch CONTRACTOR is entitled to rely as provided in paragraphs 4 2 I and 4 2 2 is materially inaccurate or 4232 is of such a nature as to require a change in the Contract Documents, or 4233 differs materially from that shown or HJCDC GENERAL CONDITIONS 19104 (1990 Edimm) w/ CITY OF FORT COLLM MODIFICATIONS (REV 4r3000) indicated in the Contract Documents or 4234 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, prempfl immediately after becoming aware thereof and before further disturbing condmons affected thereby or performing any Work in connection therewith (except in an emergency as permitted by pamgraph623) notify OWNER and ENGINEER in writing about such condition CONTRACTOR shall not further disturb such condiuons or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so 424 ENGINEER s Review ENGINEER will promptly review the pertinent cendinom determine the necessity of OWNER s obtaining additional exploration or tests with respect thereto and advise OWNER in wntmg (with a copy to CONTRACTOR) of ENGINEERS findings and conclusions 425 Possible Contract Doeianenm Change If ENGINEER concludes that a change in the Contract Documents is required as a result of a condhuon that meets one or more of the categones 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 426 Possible Price and Times Ad§uvmwws An equitable adjustment m the Contract Price or in the Contract Times, or both, w ill be allowed to the extent that the existence of such uncovered or revealed condition causes an increase a decrease in CONTR4CTORs cost of or time required for performance of the Work subject howes er to the following 4 2 6 l such condition must meet any one or more of the categories described in paragraphs 4 2 3 1 through 4 2 3 4 inclusive 4262 a change in the Contract Documents pursuant in paragraph 4 2 ) will not be an automatic authonlatnon 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 pamgraphs 9 10 and 119 and 4264 CONTRACTOR shall not be entitled to any adjustment in the Contract Price a Times of 4264 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 Tunes by the submission of a bid a becoming bound under a negotiated contract, or 42642 the existence of such condition uuld 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 CONfRACTORs making such final commitment or 42643 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 clan may be made therefor as provided in Articles 11 and 12 However OWNER ENGINEER and ENGINEERS Consultants shall not be liable to CONTRACTOR for any claims costs, losses or damages sustained by CONTRACTOR on or in connection with arty other project or anticipated project 4.3 Physical e,ondhons—Underground Facilities 43 I Shown orindcated The information and data shown or indicated in the Contract Documents with respect to Mating Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER a ENGINEER by the owners of such Underground Facilities or by others Unless it is otherwise expressly provided in the Supplementary Conditions 43 11 OWNER and ENGINEER shall not be responsible fa the accuracy or completeness of any such information or data and 43 12 The Lost of all of the following will be included in the Contract Rice and CONTRACTOR shall have full responsibility for (1) reviewing and checking all such information and data (u) locating all Underground Facilities shown or indicated in the Contract Documents,(ni) coordination of the Work with the owners of such Underground Facilities during constriction and (iv) the safety and protection of all such Underground Facilities as provided in pamgmph620 and repairing any damage thereto resulting from the Work 4 3 2 Not Shown 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 prompty mimediately after becoming aware thereof and before further dsturbntg conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph623) identify the owner of such Underground Facility and EICDC GENERAL CONDITIONS 1910 8 (1990 Edt m) vo CITY OF FORT COLLIM MODIFICATIONS UREA 4/ 000) give written notice to that owner and to OWNER and ENGINEER ENGINEER will promptly review the Underground Facility and determine the extern, if any to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facihty 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 may be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and that CONTRACTOR did not know of and could not reasonably 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 a length of any such adjustment in Contract Rice or Contract Tunes CONTRACTOR may make a clan therefor as provided in Articles 11 and 12 However OWNER ENGINEER and ENGINEERS Consultants shall not be liable to CONTRACTOR for any clauns, costs, losses a damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project Reference Points 44 OWNER shall provide engmeoring surveys to estabhsh reference points for construction which in ENGINEERS judgment are necessary to enable CONTRACTOR to proceed with the Work CONTRACTOR shall be responsible for laying out the Work, shall pprotect and preserve the established reference points and shall make no changes or relocations without the pnor written approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference point ii; lost or destroyed a 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 PLHs Petroleum Hazardous Waste or Rndoactne Material 45 1 OWNER shall be responsible for any Asbestos PCBs, Petroleum Hazardous Waste or Radioactive Maternal 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 Paymentand Other Bonds 5 1 CONTRACTOR shall fumtsh Performance and Payment Bonds, each in an amount at least equal to the Contract Rice as security for the faithful performance and payment of all CONTRACTORs 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 furnish 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 Compames Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsvrng Companies as published in Circular 570 (amended) by the Audit Staff Bureau of Government Financial Operations, US Treasury Department All Bonds signed by an agent must be accompanied by a certified copy of such agents authority to act 52 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 Surenes and Insurers Certiificittes of Insurance 53 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 C.ondmons 512 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 QVINER-shall d-In'-F to L;Q�qRICTOR, with copies is �.A r.._a.sais a.ter____ Faquarad to pufelatse and maintain in Aonofdanpp with EICDC GENERAL CONDITIOM 19104lt990 Edm(o) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42(00) CONTRACTOR sLtabrbry Insurance 54 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 clams set forth below which may artse out of or result from CONTRACTORS performance and famishing of the Work and CONTRACTORS 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 I clams under workers compensation. disability benefits and other smilar employee benefit acts 542 clams for damages because of bodily injury occupational sickness or disease or death of CONTRACTOR s employees 543 claims for damages because of bodily injury sickness or disease or death of any person other than CONTRACTORS employees 545 clams for damages, other than to the "ork 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 velucle 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 � 4 6 inclusive and 5 4 9 include as additional insureds (subject to any customary exclusion in respect of professional liability) OWNER, ENGINEER, ENGINEERS 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 R include the specific coverages and be wnnen for not less than the In its of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater 549 include completed operations insurance E1CDC GENERAL CONDITIOM I9IO4 (19" EAOm) WI CITY OF FORT COLLINB MODIFICATIONS (REV 42(X)N 1410 include contractual liability insurance covering CONTRACTORs indemnity obligations under paragraphs 6 12 6 16 and 6 31 through 6 33 5 411 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 addiuorial insured identified in the Supplementary Conditions to whom a certificate of utsurame 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 fired payment and at all tunes thereafter when CONTRACTOR may be correcting removing or replacing defective Work in accordance with paragraph 1312 and 5 4 13 with respect to completed operations insurance and any insurance coverage written on a clams -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) OWNER s Liabrhty Insurance 55 In addition to insurance required in be provided by CONTRACTOR under paragraph 54 OWNER, at OWNERS option, may purchase and maintain at OWNERS expense OWNERS own liability insurance n will protect OWNER against claims which may arise from operations under the Contract Documents Pmpeny Insurance 59 OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the mterests of CONTRACTOR, Subcontractors or others as rL _ _.. , _r.{'..A A...1 will b, _ y�"pv� uommrvv vft n _ Len r..a�a !L6 ....L... ..d_a e o P 8P- J u6dL^GN 1 tl ^N 2p, ^ orr er 53'rttka Mnendmenf Poor to 10 EICDC GENERAL CONDITION519104(IWOEmnm) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4QMO) Receipt andApphcahon of Insurance Proceenh 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 513 OWNER shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the panes in interest may reach If no other special agreement is reached the damaged Work shall be repaired a 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 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 OWNERS exercise of this power If such objection be made OWNER as fiduciary shall make settlement with the insurers in accordance with sm.h agreement as the parties in interest, may reach If no such agreement among the panes in interest is reached OWNER as fiduciary shall adjust and settle the loss with the insurers a -a .,.. L. L .A _ LCD .... GA... ..L_t . ! the 4cceptance ofBondc and Inscnance Option to Replace 5 14 If either pany (OWNER or GONT-RACTOR) OWNER has any objection to the coverage aftorded by or other provisions of the Bends-ee insurance required to be purchased and maintained by the ather petty CONTRACTOR in accordance with Article 5 on the Lases of nonconformance with the Contract Documents the in wrinngg with the certificates Partial Uhh7gtion-Property Inswunee 5 15 It OWNER tends it necessary, to occupy or use a portion or portions of the Work prior to Substantial EICDC GENERAL CONDITIONS 1910-8 (1990 EtEi m) w/ CITY OF FORT COLLI NS MMMICATIONS n(EV 4R000) Completion of all the Work such use oe occupancy may be accomplished in accordance with paragraph 14 10 pro%nded that no such use or occupancy shall commence before the insurers providing the properly insurance have acknowledged notice thereof and in wnting 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 Supervisor and Superintendence 61 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 construnion. 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 a 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 CONTRACTORS 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 Matermis and Equipment 63 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 mammin good discipline and order at the site Except as otherwise required fr 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 OWNFRs 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 W k to be Performed on Saturday Sunday Holndays or outside the Regular Working Hours W 64 Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor transportation, construction equipment and machinery tools, appliances, fuel power light heat telephone water sanitary facilities, temporary facilities and all other facdthes and mcidemais necessary for the furnishing performance testing, start up and complebon of the Work 641 Purchasing Restrictions CONTRACTOR must comply with fie GN s purchasing restrictions A copy of the resoluhais are available for review in the offices of the Purchasing and Risk Management Division or the Citv Clerks off 642 Cement Restrictions City of Fort Collins Resolution 91 121 requires that suppliers and producers of cement du is coManung c nt tocertify that the cement was not made in cement kilns that bum hazardous waste as a fuel 65 All materials and equipment shall be of good quality and new except as otherwise provided in the Contract Documents All warranties and guarantees specifically called for by the Specifications shall expressly no to the benefit of OWNER If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment All materials and equipment shall be apphed installed connected, erected used cleaned and conditioned in accordance with instruc4ons of the applicable Supplier except as otherwise provided in the Contract Documents Progress Schedule 66 CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2 9 as it may be adjusted from time to time as provided below 661 CONTRACTOR shall submit to EN(=IIVEER for acceptance (to the extent indicated in paragraph29) proposed adjustments in the Progress schedule that will not change the Contract Tunes (or Milestones) Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto 6 6 2 Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of paragraph 12 1 Such adjushnents may only be made by a Change Order or Written Amendment in accordance with Article 12 67 Substtutesaud Or Equal Items 6 7 1 Whenever an item of material or equipment is specified or described in the Contract Documents by using the mine of a proprietary Rem or the name of a particular Supplier the specification or description its intended to establish the type funcnon and quality required Unless the specificabon or description 12 EICDCGENEILAL CONDITIOM 19104(1990EAnm) w/ aTY OF FORT COLLINS MODIFICATIONS (REV 4/1000) contains or is followed by words reading that no like equivalent or or equal item or no substimuon is permitted, other items of material or equipment a material or equipment of other Supphers may be accepted by ENGINEER under the following circumstances 6711 Or Equal If in ENGINEERs sole discretion an Rem of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER m an or -equal item in which case review and approval of the proposed Rem may in ENGINEERs sole dtscretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items 6 7 12 Substitute Items If in ENGINEERs sole discretion an Rem of material or equipment proposed by CONTRACTOR does not quality as an or -equal item under subparagraph 6 7 1 1 it will be considered a proposed substitute item CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determme that the item of material or equipment proposed is essentially egwvalem to that named and an acceptable substitute therefor The procedure for review by the ENGINEER will include the following as supplemented in the Geneml Requirements and w ENGINEER may decide is appropriate under the circumstances Requests for review of proposed subsutute items of material or equipment will nit be accepted by ENGINEER from anyone other than CONTRACTOR If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall first make written application to ENGINEER for acceptance thereof cerutying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design be similar in substance to that specified and be suited to the same use as that specified The application will state the extent of any to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTORS achievement of Substantial Completion on time whether or not acceptance of the substitute tot use in the Work will require a change in any of the Contract Documents (or in the provisions of an} other direct contract with OWNER for work on the Project) to adapt the design to the propoud substitute and whether or not mcorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty All vanations of the proposed substitute from that speufied will be identified in the application and available maintenance, repair and replacement service will be indicated The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute including costs of redesign and clams of other contractors affected by the resulting change all of which will be CONTRACTOR shall perform not less than 20 considered by ENGINEER in evaluating the percent of the Work with its own f (that is proposed substitute ENGINEER may require ithout subcoiitractincl The 20 cent requmem t CONTRACTOR to furnish additional data about shall be understood to refer to the Work the value of the proposed substitute winch totals not less than 20 pement of the Cantra,,t Price 6713 CONMACTOR s Expense All data to be provided by CONTRACTOR in support of any 682 Biddine proposed or -equal or substitute item will be at Documents require the identity of certain CONTRACTOR s expense Subcontractors, Suppliers or other persons or orgammtions (including those who are to furnish the 672 Substitute Construction Methods or principal items of materials or equipment) to be Procedures If a specific means method technique submitted to OWNER :a-eeh-eF-Wte-spear€ted sequence or procedure of construction is shown a date prior to the Effective Date of the Agreement for indicated in and expressly required by the Contract acceptance by OWNER and ENGNEER—arid.-4 Document CONTRACTOR may furnish a unlhze a GG ,GT has - substitute means, method technique sequence or anuordimea with the Supplementary Coralliae procedure of construction acceptable to ENGINEER OWNERS or ENGINEERS acceptance (either in CONTRACTOR shall submit sufficient information to writing or by failing to make written objection thereto allow ENGINEER in ENGINEERs sole discretion, to by the date indicated for acceptance or objection in determine that the substitute proposed is equivalent to the bidding documents or the Contract Documents) 4 that expressly called for by the Contract Documents ^-Y SUGh 811138eatimalOF SUPPliff OF Oil" PORRes The procedure for review by ENGINEER will be arganteatien so identified ma-e revalred e i da, similar to that provided in subparagraph 6 7 12 hasis of-reassnable objections 673 Engineer's Evaluation ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6 7 12 and 6 7 2 ENGINEER will be the will be issued or Written ;Idnendment %g;e& will sole judge of acceptability No a equal or constitute a condition of the Contract reouahne the substitute will be ordered, installed or utdized without use of the named subcontractors suppliers or other ENGINEERS prior written acceptance which will be persons or oraamrvtion on the Work unless ono evidenced by either a Change Order or an approved written apaoval is obtained from OWNER and Shop Drawing OWNER may require ENGINEER No acceptance by OWNER or CONTRACTOR to furnish at CONTRACTORS ENGINEER of any such Subcontractor Supplier or expense a special performance guarantee or other other person or organization shall consttute a waiver surety with respect to any or -equal or substitute of any right of OWNER or ENGINEER to reject ENGINEER will record tune required by defective Work ENGINEER and ENGINEERS Consultants in evaluating substitutes proposed or submitted by 69 CONTRACTOR pursuant to paragraphs 6 7 12 and 6 7 2 and in making changes in the Contract 6 9 1 CONTRACTOR shall be tally responsible to Documents (or in the provisions of any other direct OWNER and ENGINEER for all acts and omissions contract with OWNER for work on the Project) of the Subcontractors, Suppliers and other persons occasioned thereby Whether or not ENGINEER and orgammuons performing or furnishing anv of the accepts a substitute item so proposed or submitted by Work under a direct or indirect contract with CONTRACTOR CONTRACTOR shall reimburse CONTRACTOR just as CONTRACTOR is OWNER for the charges of ENGINEER and responsible for CONTRACTORs own acts and ENWNEERs Consultants tot evaluating each such omissions Nothing in the Commet Documents shall proposed substitute item create for the benefit of any such Subcontractor Supplier or other person or organization any 68 Concerning Subcontractors Suppliers and contractual relationship between OWNER or Dihers ENGINEER and any such Subcontractor Supplier or other person or organization, nor shall it create any 6 8 1 CONTRACTOR shall not employ any obligation on the part of OWNER or ENGINEER to Subcontractor Supplier or other person or orgamzanon Fay or to we to the payment of any moneys due any (including those acceptable to OWNER and such Subcontractor Supplier or other person or ENGINEER as indicated in paragraph 6 8 2) whether organzation except as may otherwise be required by initially or as a substitute against whom OWNER or 1 awsand Regulations OWNER or FNCINFFR may ENGINEER may have reasonable objection furnish to env bcontr t pplier or other person CONTRACTOR shall not be required to employ any or organization evidence of amounts paid to Subcontractor Supplier or other person or organization CONTRACTOR in accordance with to furnish or perform any of the Work against whom CONTRACTORS Applications for Pavment CONTRACTOR has reasonable objection EICDCGENERAL CONDITIONS 191" (1990EdAum) 13 .1 CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 692 CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and orga izahom performing or tarnishing any of the Work under a direct or indirect contract with CONTRACTOR CONTRACTOR shall require all Subcontractors Suppliers and such other persons and orgammuons pertomring or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR 610 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 It 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 birds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Parent Fees and Rojwlnes 612 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 ENGINEERS 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 mordent to the use in the performance of the Work or resulting from the incorporation in the Work of any imennon, design, process product or device no specified in the Contract Documents 14 EICDC GENERAL CONDITIONS 19104(1990 Edlaml w/ CITY OF PORT COLUNS MODIFICATIONS (REV 412000) Permits 613 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 andRegulanom 6 14 l CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to farmstung and performance of the Work Except where otherwise expressly required by applicable Laws and Regulalioas, neither OWNER nor ENGINEER shall be responsible for momtonng CONTRACTOR% compbsnce 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 CONTRACTORS primary responsibihty to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTORS obligations under paragraph 3 3 2 Taxes 615 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 Much are applicable during the performance of the Work 015 1 OWNER is exempt from Colorado State and Fowl sales and use taxes on materials to be permanently incorporated into the project Said tones shall not be included in the Contract Price CONTRACTOR must apply for and receive, Certificate of Exemption from the Colorado Dematment of Revenue for construction materials to be physically incorporated into the protect 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 phi llv mcoforated into the project Address Colorado Department of Revemie State Capital Annex 1 a75 Sherman Street Denver, Colorado 80261 Sales and Use Taxes for the State of Colorado Regional Tmnsportabon 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 (urcludine State collected taxes), on any items other than construction and bmldine materials phvsimlly mcorpomted into the Miect are to be paid by CONTRACTOR and are to be included inappropriate bid items Use ofPremnse& 616 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 clam be made by any such owner a occupant because of the performance of the Work CONTRACTOR shall promptly settle with such other parry by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at haw CONTRACTOR shall to the fullest extent permuted by Laws and Regulations, mdemmfy and hold harmless OWNER, ENGEVEER, ENGINEERS Consultant and anyone dvectly or mdrrectly employed by any of them from and against all clans costs, losses and damages ansing out of a resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER or arty other party indemnified hereunder to the extent caused b) or based upon CONTRACTORS performance of the Work 617 During the progress of the Work CONTRACTOR shall keep the premises frce from accumulations of waste materials, rubbish and other debris resulting from the Work At the completion of the Work CONTRACTOR shall remove all waste matenals, rubbish and debris from and about the premises as well as all tools, apphances, construction equipment and maclubery 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 618 CONTRACTOR shall not load nor permit any pan of any structure to to 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 MMC OENERAL CONDITIONS 19104 (1990 Edmon) wi C[TY OF FORT COLLINS MODIFICATIONS (REV 4R000) 619 CONTRACTOR shall maintain in a safe place at the ate one record copy of all Drawings Specificmmns, Addenda Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and dan6cations (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 Strap Drawings will be available to ENGINEER for reference Upon completion of the Work, and prior to release of final paymentthese record documents, Samples and Slop Drawings will be delivered to ENGINEER for OWNER Safety and Protection 620 CONTRACTOR shall be responsible for mitering maintaining and supervising all safety precautions and programs in connection with the t4 ork CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to 620 l 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 mcorpomted therein, whether in storage on or off the site and 6 20 3 other property at the site or adjacent thereto including trees, shrubs, lawm, walks pavements, roadways, structures utilities and Underground Facdmes 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 mjmy or loss and shall erect and maimain all necessary sateguards 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 properly referred in in paragraphs 6 20 2 or 6 20 3 caused directly or indirectly in whole or in part, b} (ON fRA(. I OR, any Subcontractor Supplier or any other person or organization directly or indirectly employed by any of them to perform or funush 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 commue until such time as all the Work is completed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14 13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion) 621 Safety Reprennmhve 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 Communtcatron 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 Emergenaes 6''3 In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto CONTRACTOR without special mshuction 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 DrarvmgsandSamplea 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 quannhes, 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 I6 EICDCGENF] CON TIONS IM-8 t1990Emaan) w/ CITY OF PORT COUINS MODIFICATIONS (REV 4f1000) purposes required by paragraph 626 The numbers of each Sample to be submitted will be as specified in the Specifications 625 Submidal Procedures 6251 Before submitting each Shop Drawing or Sample CONTRACTOR shall have detertnmed and verified 6151 1 all field measurements, quarm es, dunensmns, specified performance criteria installation requirements materials, catalog numbers and similar information with respect thereto 6 25 12 all materials with respect to intended use fabrication, shipping handling storage assembly and installation pertaining to the performance of the Work and 62513 all information relative to CONTRACTORS 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 mdicatroa that CONTRACTOR has satisfied CONTRACTORs obligations under the Contract Documents with respect to CONTRACTORS review and approval of that submittal 6253 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 nonce 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 626 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 paragraph29 ENGINEERs review and approval will be only to determine if the items covered by the submittals will after installation or incorporation in the Work contorm to the intormation given in the Contract Documents and be compatible with the design concept of the completed Project as a functioumg whole as mdicated by the Contract Documents ENGINEERs 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 an previous submittals 627 ENGINEERS 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 ENGINEERS 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 vanaton by a specific written notation thereof incorporated in or accompanying the Shop Drawmg or Sample approval nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6 25 1 628 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 29 any related Work performed prior to ENGINEERs review and approval of the pertment submittal will be at the sole expense and responsibility of CONTRACTOR Continuing the Work 629 CONTRACTOR shall cany an the Work and adhere to the progress schedule during all disputes or disagreements with OWNER No Work shall be delayed a 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 6301 CONTRACTOR warrants and guarantees to OWNER. ENGINEER and ENGINEERS Consultants that all Work will be in accordance with the Contract Documents and will not be defective CONTRACTORS warranty and guarantee hereunder excludes defects or damage caused by 63011 abuse modification or anproper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers or 63012 normal wear and tear under normal usage 6302 CONTRACTORS 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 E1CDC GENERAL CONDITIONS 191M (1990 MI N.) wt CITY OF FORT COLLINS MODIFICATIONS tREV 42000) accordance with the Contract Documents or a release of CONTRACTORS obligation to perform the Work in accordance with the Contract Documents 6 30 2 1 observations by ENGINEER 63022 recommendation of any progress or final payment by ENGINEER 63023 the Lssuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents 63024 use or occupancy of the Work or any part thereof by OWNER 63025 any acceptance by OWNER or any failure to do so 63026 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 63027 any inspection, test or approval by others or 6 30 2 8 any correction of defective Work by OWNER Indemnrfreaaon 631 To the fullest extem permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER ENGINEER, ENGINEERS 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 boddy injury sickness disease or death, or to injury in or destruction of tangible property (other than the Work itself) including the loss of use resulting therefrom and (u) is caused in whole or in part by any negligent act or omission of (-ON 1 RAC 1 OR, any Subcontractor any Supplier any person or organianon 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 631 Tn any and all claims against OWNFR dx ENGINEER or any of then 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 any of them to perform or famish any of the Work or anyone for whose acts any of them may be liable the indemnification obligation under paragraph 631 shall not be limited in any way by any hmtation on the amount a type of damages, wmpereation or benefits payable by or for CONTRACTOR a any such Subcontractor Supplier a other ppeerson or organization under workers compensation acts disability benefit acts or other employee benefit acts 633 The indemnification obligations of CONTRACTOR under paragraph631 shall not extend to the Lability of ENGINEER and ENGINEERS Consultants, officers, directors, employees or agents caused by the professional negligence errors or om tssions of any of them Sarnval of Obligations 634 All representations, indemnifications, warramies 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 termmahon or completion of the Agreement ARTICLE 7 OTHER WORK Related Rork at Site 71 OWNER may perform other work related to the Project at the sae by OWNERS 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 its 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 (it) CONTRACTOR may make a claim therefor as provided in Articles I 1 and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the panes are unable to agree as to the amount or extent thereof 72 CONTRACTOR shall afford each other contractor who Is a party to such a direct contract and each utility owner land OWNER, if OWNER its performing the additional work with OWNERS employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execuhon of such other work and shall properly connect and coirdmme the Work with theirs Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fining 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 curing 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 IS EICDC GENERAL CONDITIONS 191M (1990 Edt m) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 40000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors; 73 If the proper execution or results of any part of CONTRACTORS Work depends upon work performed by others under this Article? 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 CONTRACTORS Work CONTRACTORS failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTORs Work except for latent or nonapparent defects and deficiencies in such other work Coor&nahon 74 If OWNER contracts with others for the performance of other watt on the project at the site the following will be set forth in Supplementary Conditions 741 the person, firm or corporation who will have authority and responsibility for coordination of the activities among the vanous prime contractors will be identified 742 the specific matters to be covered by such authority and responsibility will be rtemisd and 743 the extent of such authority and responsibilines will be provided Unless otherwise provided in the Supplementary Conditions OWNER shall have sole authonty, and responsibility in respect of such coordination ARTICLE & OWNERS 8 1 Except as otherwise provided in these General Conditions, OWNER shall Issue all communications to CONTRACTOR through ENGINEER 8 ° In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer ageinsE whom (=0s�IP-V61OR: makes no reasonable eiijeeti—, whose stains under the Contract Documents shall be that of the former ENGINEER 83 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 84 OWNERs duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 41 and 44 Paragraph 42 refers to OWNERS 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 8 3 vmmR F@9P9H!Hbd4i09 _ _ ..c.....a..._._.. WA property neuran., F� 86 OWNER is obligated to execute Change Orders as indicated in paragraph 10 4 8 7 OWNERS responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13 4 88 In connection with OWNERS right to stop Work or suspend Work, we paragraphs 13 10 and 15 1 Paragraph 152 deals with OWNERS right to terminate services of CONTRACTOR under certaincucumstances 89 The OWNER shall not supervise direct or have control or authority over net be responsible for CONTRACTORS means, methods, techmques, sequences or procedures of construction or the safety precautions and programs madent 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 CONTRACTORS failure to perform or furnish the Work in accordance with the Contract Documents ARTICLE 9—ENGINEER S STATUS DURING CONSTRUCTION OlfNER s Representative 91 ENGINEER will be OWNERS representative during the corstruction period The duties and responsibilities and the limitations of authority of ENGINEER as OWNERS representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER Vats to %te 92 ENGINEER will make vests to the site at mterc als appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress E1CDC GENERAL CONDITIONS 19108 (1990 Edam) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 41 000) that has been made and the quality of the various aspects of CONTRACTORS executed Work Based on information obtained during such visits and observations, ENGINEER will endeavor for the benefit of OWNER to dewrinme in general of the Work is prozeding 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 ENGINEERS efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conforin generally to the Cuntract 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 Worl, ENGINEER, visits and on -site observations are subject to all the limitations on ENGINEERS authority and responsibility set forth in paragraph 9 13 and particularly but without limitation, during or as a result of ENGINEERS on site visits or observations of CONTRACTORS Work ENGINEER will not supervise direct control or have authority over or be responsible for CONTRACTORS 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 93 If OWNER and ENGINEER agree ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more continuous observation of the Work The resposeubilines and authority and limitations thereon of any such Resident Project Representative and asststants will be as provided in paragraphs 9 3 and 9 13 CendNierts of these General Conditions If OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEERS Consultant agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in Eamgr.— 9 3 931 The RVresentatives dealings in mattens pertai am 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 kno ledge and approval of th CONTRACTOR 932 Duties and Responsibilities Re esentative will 9321 Schedules Review the protaress IL 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 econstrucnon conferences pro ass meetings and other job conferences mepare and circulate copies of minutes of meehngs_ 9323 Liaison 93231 Serve as ENGINEERS liaison with CONTRACTOR working principally through CONTRACTORS wyerjmendem to assist the CONTRACTOR in undastandmg the Contract Documents 9 3 2 3 2 Assist in obtaining from OWNER additional details or mfomtation, when required for proper execution of the Work 93233 Advise the ENGINEER and CONTRACTOR of the commencement of any kkork recggmg a Shoo Dra me 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 93241 Conduct on site observations of the Work in progress to assist the ENGINEER in determuung that the Work is Proceeding jn accordance with the Contract Documents 9 3 " 4 3 4ccompany jsrting map tors representing Dub]Dublic or other agencies havuig jurisdiction over the Project record the results of these inspections and revort to the ENGINEER 9 3 2 5 Interpretation of Contract Documems Report to ENGINEER when clanfications and interoretations of the Contract Documents are needed and tra tignit to CONTRACTOR clarification and Interrarenitim of the Contract Documents as issued by the ENGINEER 9326 Modifications Consider and evaluate CONTRACTORS gestions fa 20 EJCDC GENERAL COMUOM 19104(1990 Eft.) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) modification in Dmwmgs 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 8 Reports 9 3 2 8 l Furnish ENGINEER ve nodic ports. as reawred_ f the mess of the Work and of the CONTRACTORS compliance with the progress schedule andschedule of shoo Drawing and sample submittals 93282 Consult with ENGINEER in advance of scheduling major tests i spectiom or start of important phases of the Work 93283 Draft proposed Change Orders and Work Directive Chanter, obtamuj¢ backup material from the CONTRACTOR and recommend to ENGINEER Change Orders Work Directive Changes and field orders 93284 Report in mednately to ENGINEER and OWNER the occurrence of any accident 9 3 2 9 Paymem Requests Review applicanons for mvment with CONTRACTOR for compl ce with the established procedure for their submission and forward with recommendation to ENGINEER noting particularly the relationship of the Payment requested to the schedule of value work completed and materials and 4inMent delivered at the site but not mcomoreted m the Work 9 3 2 10 Comotenon 932101 Before ENGINEER issues a Certificate of Substantial Comolenort submit to CONTRACTOR a list of observed Rams regumna correction or completion 932102 Conduct final inspection in the company of the ENGINEER OVR4 R2 and CONTRACTOR and merere a final fist of Items to be corrected or completed 932103 Observe that all items on the final list have been corrected or completed and make recommendations to ENGINEER conceirmng acceptance 93 3 Limitation of Authon v The Representative shall not 9 3 3 1 Authorize any deviations trom the Contract Documents or accept any substitute materials or equipment unless authorized by the ENGINEER 9332 Exceed lummtions of ENGINEERS 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 9334 Advise on or issue directions relative to or assume control over any aspect of the means, methods, techniques, sequences or procedues for construction unless such is specifically called for in the Contract Documents 9335 Advise on or issue duectiom regardrnii or assume control over safety rmecautions and programs in connections with the Work 9336 Acce t Shoo Drawings sample submittals from anyone other than the CONTRACTOR 9337 Authorize OWNER to occupy fhe Work in whole or in nart 93 38 Participate in specialized field a laboratory tests or uspections conducted by others except as specifically authorized by the FNC INFFR Cfmrfecahons and Interpi emnons 94 ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the E1CDC GENERA CONDITIONS 191 Pa (1990 EAnm) w/ CITY OF FORT COLLINS MODIFICATIONS (RE6 4/1000) requirements of the Contract Documents (m 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 clanfications and interpretations will be beading on OWNEP and CONTRACTOR If OWNER or CONTRACTOR believes that a written clarification or mterpretabonlusufres an adjustment in the Contract Price or the Contract Tunes and the parties we unable to agree to the amount or extent thaeof if any OWNER or CONTRACTOR may make a written clan therefor as provided in Article I 1 or Article 12 Authonzed Vahons in Work 95 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 mdicated by the Contract Documents These maybe 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 Orderjustifres 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 clam therefor as provided in Article 11 or 1 l Rejecting Defective Work 96 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 Protect as a functioning whole as indicated by the Uorwact 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 97 In connection with ENGINEERS authority as to Shop Drawings and Sample, see paragraphs 6 24 through 6 28 melusrve 98 In connection with ENGTNEFRs authority as to Change Orders we Articles 10 11 and 12 99 In connection with ENGINEERS authority as in Applications for Payment see Article 14 Determrnahons for G mt Prices 910 FNGINFFR will detemmaw the actual quantities and classifications of Unit Price Work performed by CONTRACTOR ENGINEER will review with CONTRACTOR the ENGINEERS preliminary determmations on such matters before renden% a written decision thereon (by recommendation of an Application 21 for Payment or otherwise) ENGINEER s written decision thereon will be final and binding upon OWNER and CONTRACTOR, unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to the other and n ENGINEER written notice of intention to appeal Goon ENGINEERS dectsion and ti) an appeal from ENGINEERS 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 (it) if no such Dispute Resolution Agrwment 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 harry may have with respect to ENGINEERS 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. 911 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 mterpretauon of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles I I and 12 in respect of changes in the Contract Price a Contract Tunes 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 a other matter will be delivered by the claunam 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 cocurrence or event unless ENGINEER allows an additional penal of time for the submission of additional a 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 claimants last submittal (unless ENGINEER allows additional tune) ENGINEER will render a formal decision in wring within thirty days after receipt of the opposing partys submittal if any in accordance with this paragraph ENGTNEERs written decision on such claim dispute or other matter will be final and buuhng upon OWNER and CONTRACT OR unless (1) an appeal from ENGINEERS 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 (it) if no such Dispute Resolution Agreement has been entered into a written nonce of intention to appeal from ENGINEERS written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within they days after the date of such decision and a tormel proceeding is instituted by the appealing patty 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 EICDCGENERAL CONDITIONS 19104(1990 EAnm) w/ C1TY OF FORT COLLINS MODIFICATIONS (REV 42000) decision unless otherwise agreed in writing by OWNER and CONTRACTOR 912 When functioning as interpreter and judge under paragraphs 910 and 911 ENGINEER will not ahuw partnhty to OWNER or CONTRACTOR and will riot be lliable in connection with any interpretation or decision rendered in good faith in such capacity The rendering of a decision by ENGINEER pursuant to paragraphs 910 a 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 condiuon precedent ro 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 slain dispute or other matter-pursaaaa4e� 913 Limitations on ENGINEERS Authonty turd Responsibilities 9 13 1 Neither ENGINEERS 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 exeretse 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 fa CONTRACTORs 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 CONTRACTORS failure to perform or famish the Work in accordance with the Contract Documents 9 133 ENGINEER will not be responsible fa the acts or omissions of CONTRACTOR or of any Subcontractor any Suppher or of any other person or organisation pertormmg 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 opemung instructions, schedules, guarantees, Bonds end certificates of inspection tests and approvals and other documentation required to be delivered by paragraph 1412 will only be to determine genemlly that then comem 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 913 5 The limitations upon authority and responsibility set forth in this paragraph 913 shall also apply to ENGINEERS Consultants Resident Project Representative and assistants ARTICLE 10—CHANGES IN THE WORK 101 Without invalidating the Agreement and without notice to any surety OWNER may at any lime or from time to tune, order additions deletions or revisions in the Work Such addmons, deletions or revisions will be authonzed 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) 102 It 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 clam may be made therefor as provided in Article I or Article 12 IO 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 9 104 OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering 1041 changes in the Work which are (1) ordered by OWNER pursuant to paragra h 10 1 (it) required bemuse of acceptance of dellctive Work under paragraph 13 13 or correcting defective Work under paragraph 13 14 a (in) agreed to by the panics 1042 changes in the Contract Price or Contract Times wluch we agreed to by the parties, and 1043 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 cony 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 R ork or the provisions of the Contract Documents EICDC GENERA[. CONDITIONS 19104 (1990 EdAma) w/ CITY OF FORT MUM MODIFICATIONS (REV 4n NO) (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 responsibility and the amount of each applicable Bond will be adjusted accordingly ARTICLE 11—CHANGE OF CONTRACT PRICE 111 The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Rork All duties, responsibilities and obligations assigned to a undertaken by CONTRACTOR shall be at CONTRACTORs expense without change in the Contract Price 112 The Contract Price may only be changed by a Change Order or by a Written Amendment Any clam for an adjustment in the Contract Price shall be based on written notice delivered by the party making the clam 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 statug the general nature of the i.laun Notice of the amount of the clam 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 clam) and shall be accompanied by claimants 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 clams for adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph9ll if OWNER and CONTRACTOR cannot otherwise agree on the amour¢ involved No clam for an adjustment in the Contract Pnce will be valid if not submitted in aceordam.e with this paragraph 112 113 The value of any Work covered by a Charge Order or of any claim for an adjustment in the Contract Price will he determined at 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 paragraphs 119 I through 119 3 inclusive) 11 3 2 where the Work involved is not covered by unit pnces contained in the Contract Documents, by a mutually agreed payment basis, including lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 116 2) 113 3 where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 113 1 on the basis of the Cost of the Work (detemimed as provided in paragraphs 114 and 11 5) plus a CONTRACTORS fee for overhead and profit (determined as provided in paragraph 11 6) Cost of the Work. 114 The term Cast of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work Except m otherwise may be agreed to in witting by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs nemnsd in paragraph It 5 11 41 Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of lob classifications agreed upon by OWNER and CONTRACTOR Such employees shall include without limitation superintendents, foremen and other personnel employed full time at the site Payroll ousts for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work Payroll costs shall wehide-but is be In ted so - mimes and wages plus the cost of fringe benefits which shall include social security contribubons, unemployment exi.tse and payroll takes workers canpensation, health pert benefits,-beate9es- appbcabele therein The expenses of performing Work after regular working hours, on Saturday Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER It 42 Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof and Suppliers field services required in connection therewith All cash discounts shall accrue to CONTRACTOR unless OWNER deposits finds with CONTRACTOR with which to make payments in which case the cash discounts shall accrue to OWNER All trade discounts rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER and CONTRACTOR shall make provisions so that they may be obtained 1143 Payments made by CONTRACTOR to the Subcontractors for Work perforated or furnished by Subcontractors If required by OWNER 24 EICDC GENERAL CONDITIONS 19104(1990 Enron) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R 000) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine with the advice of ENGINEER, whwh bids, if any will be accepted If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee the Subcontractor's Cost of the Work and fee shall be deter named in the same manner as CONTRACTORS Cost of the Work and fee as provided in paragraphs 114 115 116 and 117 All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable 1144 Costs of special consultants (including but not limited to engineers architects, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Work 114 5 Supplemental costs including the following 11451 The proportion of necessary transportation, travel and subsistence expenses of CONTRACTORS employees incurred in discharge of duties connected with the Work 11452 Cost, including trinsportatnon and maintenance of all materials, supplies. equipment machinery apphances. office and temporary facditi s at the site and hand tools not owned by the workers which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR 11453 Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER, and the costs of transportation, loading unloading installation, dismantling and removal thereof -all m accordance with terms of sand rental agreements The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work 11454 Sales, consumer use or similar taxes related to the Work and for which CONTRACTOR is liable tmposed by Laws and Regulations 11455 Deposits lost for causes other than negligence of CONTRACTOR any Subcontractor or anyone directly or mdrrealy employed by any of them or for whose acts any of them may be liable and royalty payments and fees for pennits and licenses 11456 Losses and damages (and related expenses) caused by damage to the Work not compensated by insurance or otherwise sustained by CONTRACTOR in connection with the performance and fumnshing of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 59) provided they have resulted from causeb 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 CONTRACTORS fee If however any such loss a damage requires reconstruction and CONTRACTOR is placed in charge thereof; CONTRACTOR shall be paid for services a fee proportionate to that stated inparagraph 11 62 I 1 4 5 7 The cost of utdmes fuel and sanitary facilities at the site 114 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 114 � 9 Cost of premiums for additional Bonds and msirrance required because of changes in the Wort. 115 The temp Cost of the Work shall not include any of the following 11 s 1 Payroll costs and other compensation of CONTRACLORs 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 a in CONTRACTORS principal a a branch office fa 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 114 4—all of which are to be considered administrative costs covered by the CONTRACTORS fee 115 2 Expenses of CONTRACTORS principal and branch offices other than CONTRACTORS office at the site 1153 Any part of CONTRACTOR" capital expenses, including interest an CONTRACTORS capital employed for the Work and charges against CONTRACTOR for delinquent payments 11 54 Cast of premiums for all Bonds and for all insurance whether or nor CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 114 5 9 above) EICDC GENERAL CONDPFIOM 1910 8 (1990 Emu.) w/ = OF FORT COLLINS MODIFICATIONS (REV 40000) 115 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 riefeckve Work, disposal of materials or equipment wrongly supplied and making good any damage to property 115 6 Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragmph 114 116 The CONTRACTORS fee allowed to CONTRACTOR for overhead and profit shall be determined as follows 116 1 a mutually acceptable fixed fee or 116 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 II 6 2 1 for costs incurred under paragraphs 114 1 and 114 the CONTRACTOR s tee shall be fifteen percent, 116 2 2 for costs incurred under paragraph 114 3 the CONTRACTORS fee shall be five percent 11623 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 114 1 114 2 11 4 3 and 162 is that the Subcontractor who actuallv performs or furnishes the Work at whatever tier will be paid a fee of trfteen percent of the costs incurred by such Subcontractor under paragraphs 114 1 and 114 2 and that any hipper Use Subcontractor and CONTRACTOR will each be paid a fee or fw- persent of the amount paid to the "' to be negotiated in good faith with the OWNER but not to exceed five percent of the amount paid to the next lower tier Subcommaor 11 624 no fee shall be payable of the basis of costs itemrud under paragraphs 114 4 114 5 and115 116 2 � 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 act decrease and 11626 when both additions and credits are involved in any one change the adjustment in CONTRACTORS fee shall be computed on the basis of the net change in accordance with paragraphs 11 6' l through 116 2 5 inclusive 117 Whenever the cost of any Work is to be determined pursuant to paragraphs 114 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 coat breakdown together with suppuning data Cash 411~nces 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 furiushed and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that 1181 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 1182 CONTRACTORS 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 119 Unit Price Work 119 1 Where the Contract Documents provide that all or part of the Work is to be Unit Pace W ork, initially the Contract Rice will be deemed to include for all Ural Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work tunes 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 CON IRACTOR will be made by ENGINEER in accordance with paragraph 9 10 11 9'i Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTORS overhead and profit for each separately ndentrhed item 1193 OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Rice in accordance with Article I it 11931 the quamity of any item of Unit Rice Work performed by CONTRACTOR diners materially and sigru& mly from the estimated quantity of such item indicated in the Agreement �� EICDCOENERAL CONI)I IONS 19104(I"o EMnm) w/ CITY OF FORT COLLINS MODIFICATIONS (RL� 42000) and 11932 there is no corresponding adjustment with respect to any other item of Work anti 11933 if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Rice as a result of having mounted 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 11934 CONTRACTOR acknowledges that the OWNER has the right to add or delete items m the Bid or chance quantities at OWNERS sole discretion without affecting the Contract Price of env a item so long as the deletion or on additidoes not exceed twenty fie percent of the mgmal total Contract Rice ARTICLE 12 CHANGE OF CONTRACT TIMES 121 The Contract Times (or Milestones) may only be changed by a Change Order or a Witten Amendment Any clam for an adjustment of the Contract Tunes (ce Milestones) shall be based on written nonce delivered by the party making the clan 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 clean Nonce of the extent of the clean 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 accompanted by the claimant's written statement that the adjusnment claimed is the entire adjustment to which the claimant has reason to believe it is entitled m a result of the occurrence of said event All claims for adjustment in the Contract Times (or Ivhlestones) shall be determined by ENGINEER in accordance with paragraph9ll if OWNER and CONTRACTOR cannot otherwise agree No clan for an adjustment in the Contract Times (or Nlestones) will be valid if not submitted in accordance with the requirements of this paragraph 12 1 12 All time limits stated in the Contract Documents are of the essence of the Agreement 123 Where CONTRACTOR is prevented from completing any part of the Work within the Contract Tunes (or Milestones) due to delay beyond the control of CONTRACTOR the Contract Tunes (or Milestones) will be extended in an amount equal to time lost due to such delay of a claim its 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 Gad Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR 124 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 Tines (or Nilestones) in an amount equal to the time lost due to such delay shall be C.ONTRACTORs sole and exclusive remedy for such delay In no event shall OWNER be liable m CONTRACTOR any Subcontractor any Supplier any other person or organisation or to any surety for or employee or agent of any of them for damages arising out of or resulting from (n) delays caused by or within the e.ontrol of the CONTRACTOR or (a) delays beyond the control of both parties including, but not limited to foes, floods epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners a other contractors performing 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 a accepted as provided in this Article 13 Access to Work 132 OWNERENGINEERENGINEERSConsultants other representatives and personnel of OWNER independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at reasonable time for their observation, inspecting and testing CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTORs site safety procedues and programs so that they may comply therewith as applicable Tests andlnspeckonx 133 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 134 OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests or approvals requited by the Contract Documents except 1341 for inspections, tests or approvals covered by paragraph 13 5 below 1342 that costs incurred in connection with tests a inspections conducted pursuant to paragraph 13 9 below shall be paid as provided in said paragraph 13 9 and 1343 as otherwise specifically provided in the Contract Documents 135 If Laws or Regulators of any publtc body having jurisdiction require any Work (or put 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 fumtsh ENGINEER the required certificates of inspection or approval CONTRACTOR shall also be responsible fa arranging and obtaining and shall Fay all costs in connection with any inspections, tests or approvals required for OWNERS and ENGINEERS acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTORS purchase thereof for incorporation in the Work 136 If any Work (or the work of others) that is w be inspected, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation 137 Uncovering Work as provided in paragraph 13 6 shall be at CONTRACTORS expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTORS intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice Uncwerng Work 13 8 If any Work is covered contrary to the written request of ENGINEER it must, of requested by ENGINEER, be uncovered for ENGINEERS observation and replaced at CONIRACTORs expense 139 IFENGINEER considers n necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others CONTRACTOR at ENGINEERS 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 mspecton and testing and of satisfactory replacement a 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 I If however such Work is not found to be defectre CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Ivhlestones) or both, directly attributable to such E1CDC GENERAL CONDITIONS I91M (1990 Eau.) -7 w/ CITY OF FORT COLLIM MODIFICATIONS (REV 42000) 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 clauo therefor as provided in Articles 11 and 12 OWNER Alay Stop the Work 13 10 If the Work is defective or CONTRACTOR fads to supply sufficient skilled workers or suitable materials or equipment, or fails to hurrah 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 tus right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this night for the benefit of CONTRACTOR or any surety or other party Correction or Removal ofDefecave Work 13 It If required by ENGINEER, CONTRACTOR shall promptly as directed, either correct all defective Work whether or not fabricated, installed a 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 clams, costs, losses and damages caused by or resulting from such corrector, or removal (including but not limited to all costs of repair a replacement of work of others) 13 12 Correction Period 13 12 1 If within one yea two years after the date of Jubstamtal 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 a by any specific provision of the Contact Documents, any Work is found to be defective CONTRACTOR shall promptly without cost to OWNER and in accordance with OWNERS 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 (it) satisfactordv correct or remove and replace any damage to other Work or the week 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 m 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 13122 In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work the correction penod 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 defecate Work (and damage to other og EJCDC GENERAL CONDITIONS 19103f1990Edian w/ CITY OF PORT COLLINS MODIFICATIONS (REV 42000) Work resulting therefrom) has been corrected, removed or replaced under this paragraph 13 12 the correction period hereunder with respect to such Work will be extended for an additional period of am veal 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 defecate Work OWNER (and, prior to ENGINEERS recommendation of final payment, also ENGINEER) prefers to accept it OWNER may do so CONTRACTOR shall pay all clams, costs, losses and damages attributable to OWNERS evaluation of and determination to accept such ckfecase Work (such costs to be approved by ENGINEER as to reasonableness) If any such acceptance occurs prior to ENGINEERS recommendation of final paymem, 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 I If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER OW'VER May Correct Defective Work 1314 If CONTRACTOR fads within a reasonable tmhe 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 fads 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 severe days written notice to CONTRACTOR, correct and remedy any such deficiency In exercising the rights and remedies under this paragraph OWNER shalt proceed expeditiously In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or j�rt of the site take possession of all or pan of the Work, and suspend CONTRACTORS services related thereto take possession of CONTRACTORS tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere CONTRACTOR fall allow OWNER, OWNER, representatives agents and employees OWNERS other contractors and ENGINEER and ENGINEERS Consultants access to the site to enable OWNER to exercise the rights and remedies miler this paragraph All clams, costs, losses and damages incurred a sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Charge Order will he issued incorporating the necessary revisions in the Contract Documents with respect to the Wort. and OWNER shall be emitted 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 CONTRACTORS defechve Work CONTRACTOR -shall not be allowed an extension of the Contract Tunes (or Ivhlestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWNERS rights and remedies hereunder ARTICLE 14- PAYMENTS TO CONTRACTOR AND COMPLETION &hedule of Values 141 The schedule of values established as provided in paragraph 2 9 will serve as the bass for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER Progresspayments on account of Unit Price Work will be baud on the number of units completed Apphcahon for Progress Payment 142 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 an the basis of materials and equipment not incorporated in the Work but delivered and suitably stared at the site or at another location agreed to in witting, 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 OWNERS interest therein, all of which will be satisfactory to OWNER The amount of remumage with respect to progress payments will be as stipulated in the Agreement Arty funds that are withheld by the OWNER shall cat be subiect to substitution by the CONTRACTOR with securities or any arrargements involving an escrow or cusOrsh Ey executina the application far payment form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes_ Section 24 91 101 et sea CONTRACTOR s If arranty of Tide 143 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 I tens Revreiv ofApphrvaons for Progress Payment 144 ENGINEER will, within ten days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application in 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 cortecUoro and resubmit the Application Ten days after presentation of the Application for Payment to OWNER with ENGINEERS recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14 7) become due and when due will he paid by OWNER to CONTRACTOR 145 ENGINEERS recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on ENGINEERs on -site observations of the executed Work as an experienced and qualified design professional and on ENGINEERS review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER s knowledge Information and belief 1451 the Work has progressed to the point indicated 1452 the quality of the Rork is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole poor in or upon Substantial Completion in 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 CONTRACTORs being entitled to such payment appear to have been fulfilled insofar as it is ENGINEERS 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 (it) that there may not be other mattes or t&sues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CON 1 RA( l OR 146 ENGINEERS recommendation of any payment, including final payment, shall not mean that ENGINEER is responsible far CONTRACTORS 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 Work or for any failure of CONTRACTOR to perform or tarnish Work in accordance with the Contract Documents 147 ENGINEER may refuse to recommend the whole or any part of any payment if in ENGINEERS opwon, it would be incorrect to make the representations M E1CDC GENERAL CONDITIONS 191" (1990 E�Lam) 29 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 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 ENGINEERs opinion to protect OWNER from loss because 1471 the Work is defecave or completed Work has been damaged requiring correction or replacement 14 7 � the Contract Rice has been reduced by Written Amendment or Change Order 1473 OWNER has been required to correct ikfechve Work or complete Work in accordance with pamgmph 13 14 or 1474 ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15 2 I through 15 2 4 mduswe OWNER may refuse to make payment of the full amount recommended by ENGINEER because 147� claims have been made against OWNER on account of CONTRACTORS performance or funuslung of the Work 1476 Liens have been filed in connection with the Work except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satsfaction and discharge of such Liens, 14 7 7 there are other items entitling OWNER to a set off against the amount recommended or 1478 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 b 2 4 inclusive but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pav CONTRACTOR the amount so withheld or any adjustment thereto agreed to by OWNER and CONTRACTOR when CONTRACTOR corrects to OWNERS satisfaction the reasons for such action Substantial Completion 148 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 hated 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 uupechon of the Work to determine the status of completion If ENGINEER does not consider the Work substantially complete ENGINEER will nobly CONTRACTOR in writing giving the reasons therefor If ENGINEER 30 EICDCGENER CONDJUON519104(1990Edaim) wl CITY OF FORT COLLIM MODIFICATIONS (REV 40000) 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 arhfiwte a tentative list of items to be completed or corrected before finsl payment OWNER shall have seven days after receipt of the tentative certificate during which to make con ten objection to ENGINEER as to any Provisions of the certificate or attached list If after considering such objections, ENGINEER corncludes that the Work is not substantially complete, ENGINEER will within fourteen days after submission of the tentative certificate to OWNER notify CONTRACTOR m writing stating the reasons therefor If after consideration of OWNERS 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 pendmg final payment between OWNER and CONTRACTOR with respect to seventy 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 issuug the definitive certificate of Substantial Completion, ENGINEERS aforesaid recommendation will be badmg on OWNER and CONTRACTOR until final payment 149 OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion. but OWNER shall allow CONTRACTOR reasonable access to complete a correct items on the tentato a list Partial Uhhmhon 1410 Use by OWNER at OWNERS option of any substantially completed part of the Work which (i) has specifically been identified in the Contract Documents, or (u)OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTORS 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 OWNER 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 amended use and substantially complete if ( ONTR ACTOR 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 tune 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 %sue 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 Fart 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 responsibdity 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 1411 Lpon 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 o defective CONTRACTOR shall immediately take such measures as we necessary to complete such work or remedy such deficiencies Final Application for Payment 1412 AB,ci 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 Imragrsph54 certificates of inspection marked up record documents (as provided in paragraph 619) and other documents, CONTRACTOR may make application for final payment following the procedure for progress payments The find Application for Payment shall be accompanied (except as previously delivered) by (i)all documentation called for in the Contract Dacumems, including but not limited to the evidence of insurance required by subparagraph � 4 13 (11) consent of the surety of any to final payment and (ui) complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens ansing out of or tiled in connection with the W ork In lieu of such releases er waivers of Liens and as approved by OWNER. CONTRACTOR may famish receipts or releases in full and affidavit of CONTRACTOR that (1) the releases and receipts include all lahar cervices, material and equipment for which a Lien could be filed, and (u)all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNERS property might many way be responsible have been paid or otherwise satisfied If any Subcontractor or Supplier fails E1CDC GENERAL CONDITIONS 1910 8 (1990 EMnou) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4R000) to fiumsh such a release or receipt in full CONTRACTOR may fiarrush 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 fuialim payment are w be submitted on fonts conforming to the Erma[ of the OWNER S standard trams bound in the Project manual Final Payment andAccepmnce 1413 If on the basis of ENGTNEERs 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 CONTRACTORs other obligations under the Contract Documents have been fulfilled. ENGINEER will within ten days after receipt of the find Application for Payment indicate in writing ENGTNEERs 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 ndncaung in writing the reasons for refusing to recommend final payment in wluch 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 ENGINEERS recommendation and notice of acceptability the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to paragraph 1762 of these General Conditions 1414 If through no fault of CONTRACTOR, Coal completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall upon receipt of CONTRACTORS fmal Application for Payment and recommendation of ENGINEER, and without terminating the Agreement make payment of the balance due for that portion of the W ork fully completed and accepted If the renaming balance in be held by OWNER for Wok not fully completed or corrected is less than the retainrage 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 trial payment except that it shall not constitute a waiver of claims Wmver ofClmms 1415 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 final mspecbm pursuant to paragraph 14 11 from failure to amply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTORS cominwng obligations under the Contract Documents and 14 15 2 A waiver of all clans by CONTRACTOR against OWNER other than those previously made in writing and still unsettled ARTICLE 15- SUSPENSION OF WORE AND TER,NIINATION OWNER Flay Suspend Work 151 At any time and without cause OWNER may suspend the Work or any portion thereof for a period of not more than randy 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 1 I and 12 OWNER Nay Terminate 152 Upon the occurrence of any one or more of the following events 15 2 1 if CONTRACTOR persistently fails in 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 paragraph29 as adjusted from lime to time pursuant to paragraph 6 6) 1522 if CONTRACTOR disregards Laws or Regulations of any public body havingyurisdiction, 1523 if CONTRACTOR disregards the audmry of ENGINEER, or 1524 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 CONTRACTORS tool% appliance% construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR (without Lability 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 EICDC OENEIL4L CONDITIOM 19104 (1990 E hum) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 40000) CONTRACTOR but which are stored elsewhere and finish the Work as OWNER mdy deem expedient In such case CONTRACTOR shall not be emitted to receive any further payment until the Work is flushed If the unpaid balance of the Conuact Rice exiaeds all claans ccets, losses and damages sustained by OWNER arearig 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 mcorpomted in a Charge 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 153 Where CONTRACTORS 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 Lability 154 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) 1541 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 42 for expenses sustained prior to the effective date of termination in performing services and burnishing 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 1543 for all claims costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others and I � 4 4 for reasonable expenses directly attributable m 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 termmation CONTRACTOR May Stop Work or Terminate 1 � 5 It through no ad or fault of CONTRACTOR, the Work is suspended for a period of more than mnety days by OWNER or under an order of court or other public authority or ENGINEER falls to ad 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 fadure within that time twininme the Agreement aril recuver Gum 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 155 are not intended to preclude CONTRACTOR fiom making clam under Articles 1 I and 12 for an increase in Contract Price or Contract Tunes or otherwise for expenses or damage directly attnbutable to CONTRACTORs stopping Work as permitted by this paragraph ARTICLE I6—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 pan 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 912 OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws o Regulations in respect of any dispute ARTICLE 17—MISCELLANEOUS Giving Nonce 171 Whenever any provision of the Contract llocuments requaes the giving of written notice it wdl be deemed n have been validly given if delivered in person to the individual or to a member of the ban or to an officer of the corporation for whom it is intended or if delivered at or seat by registered or certified mail, postage prepaid to the last business address known to the giver of the notice 172 Computation of Time 17 2 1 When any period of time is referred to in the Contract Documents by days, it will he computed to exclude the first and include the last day of such period If the last day of any such period tails on a Saturday or Sunday ce on a day made a legal holiday by the law of the applicable jurisdiction such day will be omitted from the computation E1CDC GENERAL CONDMOM 19to-8 (1990 EAnom wi CITY OF FORT COLLINS MODIFICATIONS (REV 4R000) 17 2 2 A calendar day of twenty four hours measured from midnight to the next midmght will constitute a day Notice of Clam 173 Should OWNER or CONTRACTOR suffer injury or damage to person or property bemuse of any error omission or act of the other parry or of any of the other party's employees o agents or others for whose acts the other party is legally liable clam 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 lunitattons or repose Cumulahw Remed,es 174 The duties and obhgatios, unposed by these General Conditions and the rights and remedies available hereunder to the parties hereto and in particular but without Initiation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6 12 616 6 30 6 31 6 32 13 1 13 12 13 14 14 3 and 15 2 and all of the rights and remedies as adable to OWNER and ENGINEER thereunder are in addition to and are not to be construed in any way as a lanrtation of any rights and remedies available to any or all of them which are otherwise unposed or available by Laws a Regulations by special warranty or guarantee or by other provisions of the Contract Documents and the provisions of thus paragraph will be as etfecttve as of 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 175 Whenever reference is made to claims, costs losses and damages it shall include in each case but not be limited to all tees and charges of engineers, archrtecL attorneys and other professionals and all court or arbitration or other dispute resolution costs 176 The laws of the State of Colorado apply to th Agreement Reference to two pertinent Colorado statutes are as follows 1761 Colorado Revised Statutes (CRS 817 101) rewire that Colorado labor be employed to Perform the Wok to the extent of not less than 80 percent f80/) of each tyPe o class of labor in the sevzral classificatmns of dled and common labor employed on the protect Colorado labor means arty Person who is a bona fide resident of the State of Colorado at the time of employment without discrrmication as to race, color, creed, age, religion or sex 1762 if a claimfiled OWNFR a required by law (CRS 38 26 101) to withhold tram all payme is m CONTRACTOR sufficient funds to insure the t_ayment of all clams for labor, materials. team hire sustenancepro isions pro ender, or other polies used or consumed by CONTRACTOR or his 33 34 EICDC GENERAL CONDMON919104(1990Eat.) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) (Th1s page left blank lntenhonally ) EJCDC GENER4L CONDITIONS 191M (1990 Emhm) 35 WCITY OF FORT COLLINS MODIFICATIONS(R 411000) �� EICDC GENERAL COND OM 19104 (1990 EAt m) w1 CITY OF FORT COUI VS MODIFICATIONS (REV 42WO) 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 Condrtions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties 161 All clans disputes and other matters in question between OWNER and CONTRACTOR ansig out of or relating to the Contract Documents or the breach thereof (except for clams which have been waived by the making or acceptance of final payment as provided by paragraph 1415) 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 an} court having jurisdiction. 16 2 No demand for arbitration of any claim dispute or other matter that a required to be reterred 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 b} ENGINEER before that date No demand for arbitration of any such Bairn 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 ENGINEERs 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 wdl not supersede the arbitration proceedings except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decistoi 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 10 163 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-day period specified in paragraph 16 2 as applicable and in all other cases within a reasonable time after the clam dispute or other matter in question has arisar, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such clam dispute or other matte in question would be barred by the applicable statute of limitations 164 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, ENGINEERS Consultant and the officers, directors agents, employees or consultants of any of them) who a not a party to this contract unless 16 4 1 the mclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbimmon, and 16 4 2 such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which wdl anse 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 mclusion, 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 spectfically idennfied in such consent 165 Notwithstanding paragraph 16 4 if a clam 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 convents 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 clam right a cause of action in favor of Subcontractor and against OWNER ENGINEER or ENGINEER s Consultants that does not otherwise exist 166 The award rendered by the arbitrators will be final judgment may be entered upon it many court having jurisdiction thereof, and it will not be subject to modification or appeal 167 OWNER and CONTRACTOR agree that they shall first submit any and all unsettled clams, 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 Amencan Arbitration Association under the Construction Industry Mediation Rules of the Amencan 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 EJCDC GENERAL CONDITIONS 1910 8 (1990 Edam) O(, Al w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199) FJCDC GENERAL CONDInONS 1910 S (1990 Ea[ m) W CITY OF FORT COLLINS MODIFICATIONS (REV W94) OC Al SE SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below SC-5 4 8 Limits of Liability A Add the following language at the end of paragraph 5 4 8 The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows 5 4 1 and 5 4 2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5 4 3 and 5 4 5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL) This policy will include coverage for Explosion Collapse and Underground coverage unless waived by the Owner 5 4 6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL) 5 4 9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL) SC-12 3 Add the following language to the end of paragraph 12 3 Contractor will include in the pro3ect schedule (0) days lost due to abnormal weather conditions 7/96 Section 00800 Page 1 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 9/99 SECTION 00950 CHANGE ORDER NO PROJECT TITLE 6034 Concrete Street Maintenance Project - 2008 Renewal CONTRACTOR 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 DATE REVIEWED BY DATE Title APPROVED BY DATE Title APPROVED BY DATE Purchasing Agent over $30,000 cc City Clerk Contractor Project File Architect Engineer Purchasing 9/99 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 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 Reta rage $0 00 Less Retainage Net Change by Change Order $0 00 1 AMOUNT DUE THIS APPLICATION 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 9/99 Section 00950 Page 2 $0 00 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 9/99 Section 00950 Page 3 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 City Amount City 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 9/99 Section 00950 Page 4 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4OF4 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 9/99 Section 00950 Page 5 2008 CONCRETE STREET MAINTENANCE PROJECT GENERAL REQUIREMENTS INDEX SECTION 01010 Summary of Work 01040 Coordination 01310 Construction Schedules 01330 Survey Data 01340 Shop Drawings O1410 Testing 015I0 Temporary Utilities 01560 Temporary Controls 01700 Contract Closeout 01800 Method of Measurement and Basis of Payment PAGE NUMBERS General Requirements 1 2 General Requirements 3 4 General Requirements 5 6 General Requirements 7 General Requirements 8 10 General Requirements 11 12 General Requirements 13 General Requirements 14 15 General Requirements 16 General Requirements 17 SECTION 01010 SUMMARY OF WORK 1 l DESCRIPTION OF WORK A This work shall consist of the removal and/or installation of concrete curbs gutters sidewalks drive approaches inlets concrete pavement and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete at various locations in the City of Fort Collins Specific locations we 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 Construction hours except for emergencies shall be limited to 7 00 a in 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 Any work performed by the Contractor outside of the construction hours whether or not authorized by the Engineer shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner s costs in providing field engineering and/or inspection services because of such work The cost for field engineering and inspection shall be $50 00 per hour 1 2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A Notify private owners of adjacent property utilities irrigation canal and affected governmental agencies when prosecution of the Work may affect them B Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services C Contact utilities at least 48 hours prior excavating near underground utilities D Contact all agencies at least 72 hours pnor to start of construction Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation E Rick Richter and/or Erika Keeton will be the ENGINEER (Project Engineer/Manager) Rick Richter 970 221 6798 Mobile/Pager 970 222 1132 Enka Keeton 970 221 6605 Mobile/Pager 970 222 0787 F Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractors convenience General Requirements Page I of 17 UTILITIES Water City of Fort Collins Colorado 970 221 6700 Meter Shop 970 221 6759 Storm Sewer City of Fort Collins Colorado 970 221 6700 Sanitary Sewer City of Fort Collins Colorado 970 221 6700 Electrical City of Fort Collins Colorado 970 221 6700 Gas Excel Energy 970 482 5922 970 221 8553 Telephone Qwest 970 484 0300 970 226 6310 Traffic Operations City of Ft Collins Colorado 970 221 6608 Cable Television Comcast 970 493 7400 *Utility Locates Under One call System 1 800 922 1987 AGENCIES Safety Occupational Safety and Health Administration (OSHA) 844 3061 Fire Poudre Fire Authority Non Emergency 970 221 6581 Emergency 911 Police City of Fort Collins Police Department Non Emergency 970 221 6550 Emergency 911 Postmaster US Postal Service 970 225 4111 Transportation Transfort 970 221 6620 Traffic Engineering 970 221 6608 END OF SECTION Lanmer County Sheriffs Department Non Emergency 970 221 7177 Ambulance Poudre Valley Hospital Non Emergency 970 484 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 12 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 Contractors 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 Engineers 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 I Contractor and Superintendent 2 Owners 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 Minimum agenda shall include I Review of work progress since last meeting 2 Identification and discussion of problems affecting progress 3 Review of any pending change orders 4 Revision of Construction Schedule as appropriate D The Engineer and Contractor shall agree to weekly quantities at the progress meetings The weekly quantity sheets shall be signed by both parties These quantity sheets when signed shall be final and shall be the basis for the monthly progress estimates This process ensures accurate monthly project pay estimates END OF SECTION General Requirements Page 4 of 17 SECTION 01310 CONSTRUCTION SCHEDULES 11 GENERAL A The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference This schedule will show how the contractor intends to meet the milestones set forth 1 No work is to begin at the site until Owners acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials 12 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 13 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 Show delivery status of critical and major items of equipment and materials 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 15 OWNERS RESPONSIBILITY A Owners 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 to the General Conditions END OF SECTION General Requirements Page 6 of 17 SECTION 01330 SURVEY DATA I 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 nnor to needine 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 11 GENERAL A Submit Shop Drawings Samples and other submittals as required by individual specification sections 1 Engineer will not accept Shop Drawings or other submittals from anyone but Contractor B Schedule Reference Section 01310 Construction Schedules Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule C Any need for more than one re submission or any other delay in obtaining Engineer s review of submittals will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineers 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 Engineers mark NO EXCEPTION TAKEN m 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 Engineers notations Contractor is to proceed with the Work in accordance with Engineers 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