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HomeMy WebLinkAboutProject Manual PROJECT MANUAL I DOCUMENT 00800 - SUPPLEMENTARY CONDITIONS 1. Add the following ' ollowing to Article 6: SC-6.06 Add the following new paragraph immediately after Paragraph H. Pursuant to Minnesota ' sota Statute, Contractor shall be fully responsible to pay subcontractors, suppliers, and other entities within 10 days of the Contractor's receipt of payment for undisputed services provided by the subcontractor, supplier, or other entity. Contractor shall pay interest of 1-1/2 percent per month or any part of a month to the subcontractor, supplier, or other entity on any amount not paid on time to the subcontractor, su lier or other entity. The minimum monthly interest penalty payment pp ' balance of $100 or more is $10. For an unpaid balance of less than $100,d the Contractor shall pay the actual penalty due to the subcontractor, supplier, or other entity. A subcontractor, supplier, or other entity who prevails in a civil action to collect interest penalties from a Contractor must be awarded its costs and disbursements, including attorney's fees included in bringing the action. LIST OF ATTACHMENTS TS 1. None. 1 END OF ADDENDUM 1 1 1 000055-05140-0 A2-2 ADDENDUM NO.2 I Bonestroo 0 Rosene Anderlik& VI Associates Engineers&Architects ' ADDENDUM NO. 1 FOR NOVAK AVENUE NORTH AND NORWICH AVENUE NORTH UTILITY AND STREET IMPROVEMENTS OAK PARK HEIGHTS, MINNESOTA FILE NO. 000055-05140-0 March 15, 2006 • Number of Pages 3 (includes this sheet) To: All Planholders of Record IFrom: Bonestroo, Rosene, Anderlik and Associates, Inc. 2335 West Highway 36 St. Paul, Minnesota 55113 ' (651) 636-4600 — General Office (651) 604-4788 — Karen Erickson, Project Manager 1 The following changes, additions, and deletions are hereby made a part of the Bidding Documents. Bidder shall acknowledge receipt of this Addendum on the Bid Form. Failure to do so may result in rejection of the Bid. 1 ' Please acknowledge receipt of this Addendum by signing and faxing this a e back to Bonestroo Fax No. (651)636-1311 as soon as you receive it. p g oo&Associates at Company Name Date 000055-05140-0 A 1-1 ADDENDUM NO. 1 PROJECT MANUAL DOCUMENT 00410 — BID FORM I 1. On Bid Item #71, change the letter in parentheses from E to B. The Bid Item , will read as follows: TYPE MV 3 NON WEARING COURSE MIXTURE(B) TN 810 ' 2. On Bid Item #82, change the units from SY to SF and change the quantity from 104.5 to 161.76. The Bid Item will read as follows: ' SIGN PANELS, TYPE C, HIGH INTENSITY SF 161.76 3. On Bid Item #133, change the units from SY to SF. The Bid Item will read as follows: SIGN PANELS, TYPE C, HIGH INTENSITY SF 4.5 1 DRAWINGS DRAWING G1.01 1. Add Alliant Engineering Sheet C-8A to the Drawing set. (See list of , attachments.) LIST OF ATTACHMENTS 1. Alliant Engineering Sheet C-8A. END OF ADDENDUM 1 1 1 . 1 000055-05140-0 A1-2 ADDENDUM NO. 1 I Dr.nng none:Ps..nt\csms050049\pion snee<s\0500.9s1pn2G.p Nar 00. 2006-2.270^ Y A • O I0 7.-0.m , ,,c> it S T m � j,e r Z TT 41N41144 4444. ■ m 'A >d MI W �i If � Z , � I� It \\\\ r m x V NEWBERRY AVENUE r 2 g •aE� y w . NEWOATE AVENUE cn _ICI KRUEOER LANE K i p NORWICH PARKWAY. I 32 .4 y —1 0 1 m I .-7 N r _III rie4fo iglu' T_ ri, 1 I `` I^..... �!_ i it � �r= I I ,� ! .!. - }- _,._.OAKOREEN AVENUE 1 I 19 OAK PARK COMMONS tiI am RI ww �� Poor*on//� a �.N ^c \/ 0 ROTH STREET NORTH&NNESO AVENUE NORTH ,w.cw1. ..a.. �csm-11.iP,.`..,.m. as,o OAK PARKS HEIGHTS.MINNESOTA rvei[ w m1 -e��p" D {t T CONSTRUCTION DOCUMENTS . A I $ .. Q E a i a K COMPREHENSIVE SIGNAGE PLAN I 1 DOCUMENT 00010 TABLE OF CONTENTS NOVAK AVENUE NORTH AND NORWICH AVENUE NORTH UTILITY AND STREET IMPROVEMENTS FILE NO. 000055-05140-0 OAK PARK HEIGHTS,MINNESOTA 2006 Introducto ry Information 00010 Table of Contents Bidding Requirements 00100 Advertisement for Bids 00200 Instructions to Bidders 00300 Information Available to Bidders 00410 Bid Form Contracting Requirements 00520 Agreement Form 00610 Performance Bond 00615 Payment Bond 00700 EJCDC C-700 Standard General Conditions of the Construction Contract (Bound in back of Project Manual) 00800 Supplementary Conditions XSpecifications Division 1 —General Requirements 01100 Summary 01200 Price and Payment Procedures 01310 Project Management and Coordination 01330 Submittal Procedures 01400 Quality Requirements 01500 Temporary Facilities and Controls 01570 Temporary Erosion and Sediment Control 01700 Execution Requirements Division 2—Site Construction 02225 Removals 02280 Adjust Miscellaneous Structures 02315 Excavation and Fill 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00010-1 TABLE OF CONTENTS I I Specifications Continued... Division 2—Site Construction Continued... 02318 Subgrade Preparation 02320 Trench Excavation and Backfill 02510 Water Main 02530 Sanitary Sewer 02630 Storm Drainage 02635 Subsurface Drainage 02720 Aggregate Base Course 02740 Plant Mixed Asphalt Pavement I MnDOT Combined 2360/2350 02760 Bituminous Joint Construction 02766 Pavement Markings 02770 Concrete Curb and Gutter 02775 Concrete Walks. Medians, and Driveways 02890 Signing 02920 Lawns and Grasses Division 16—Electrical 1 16000 Private Utility Conduit 16550 Roadway Lighting IPrivate Utility Information I hereby certify that this report, drawing, or specification was prepared by me or under my direct supervision and that I am a duly Licensed Engineer under the laws of the State of Minnesota. leg€0, e-217 A-11 Dennis M. Postler, P.E. Date: March 3, 2006 Reg. No. 22011 I hereby certify that this report, drawing, or 1 specification was prepared by me or under my direct supervision and that I am a duly Licensed Electrical Engineer under the laws of the State of Minpesota. JohnJP. Carlson, P.E. Date: March 3, 2006 Reg. No. 24001 END OF DOCUMENT 000055-05140-0 I ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00010-2 TABLE OF CONTENTS I IDOCUMENT 00100 IADVERTISEMENT FOR BIDS Sealed Bids will be received by the City of Oak Park Heights,Minnesota, in the City Hall at 14168 Oak Park Boulevard, until 11:00 A.M, C.S.T., Friday, March 24, 2006, at which time they will be publicly I opened and read aloud for the furnishing of all labor,materials,and all else necessary for the following: INovak Avenue North and Norwich Avenue North Utility and Street Improvements Project In general,work consists of the following approximate quantities: 1 750 LF 8"PVC Sanitary Sewer 1600 LF 12"DIP Water Main 100 LF 8"DIP Water Main 100 LF 6"DIP Water Main 1150 LF 12"to 21"RCP Storm Sewer 8800 TN Aggregate Backfill 5600 TN Class 5 Aggregate Base 3600 TN Bituminous Mixtures 185 TN Bituminous Trail I 4250 LF Concrete Curb and Gutter Together with valves, fittings,manholes, seeding, and other related IIappurtenances. Bidders desiring a copy of the Bidding Documents may obtain them from the Issuing Office of Bonestroo, Rosene, Anderlik & Associates, Inc., Consulting Engineers, 2335 West Highway 36, St. Paul, MN 55113, (651) 636-4600 upon payment of a non-refundable fee of $60.00. Bidding Documents may be seen at the office of the City of Oak Park Heights and at the Issuing Office. IBidding Documents can also be purchased with a credit card over the interne at www.bonestroo.com. Direct inquiries to Engineer's Project Manager,Karen Erickson at(651)604-4788. 1 Bid Security in the amount of 5 percent of the amount of the Bid must accompany each Bid in accordance with the Instructions to Bidders. IThe Owner reserves the right to retain the deposits of the 3 lowest Bidders for a period not to exceed 60 days after the date and time set for the Opening of Bids. No Bids may be withdrawn for a period of 60 Idays after the date and time set for the Opening of Bids. The Owner reserves the right to reject any and all Bids,to waive irregularities and informalities therein, and further reserves the right to award the Contract to the best interests of the Owner. Eric Johnson, City Administrator City of Oak Park Heights,Minnesota I 000055-05140-0 I ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. ADVERTISEMENT FOR BIDS I I DOCUMENT 00200 IINSTRUCTIONS TO BIDDERS IARTICLE 1 -DEFINED TERMS I 1.01 Terms used in these Instructions to Bidders have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below: IlA. Issuing Office: The office from which the Bidding Documents are to be issued and where the Bidding procedures are to be administered. IARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the non-refundable sum stated in the Advertisement for Bids may be obtained from the Issuing Office. i2.02 Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.03 Owner and Engineer in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the work and do not confer a license or grant for any other use. IARTICLE 3 - QUALIFICATIONS OF BIDDERS 3.01 To demonstrate Bidder's qualifications to perform the work within 5 days of Owner's III request, Bidder shall submit written evidence, such as financial data, previous experience, present commitments, and such other data, as may be called for below: 1 A. Evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of Contract. iB. Evidence of genuineness of Bid and lack of collusion in conjunction therewith. I I I 000055-05140-0 I ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00200-1 INSTRUCTIONS TO BIDDERS I ARTICLE 4 -EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, AND PROJECT SITE 4.01 Subsurface and Physical Conditions A. The Supplementary Conditions Identify: 1. Those reports of explorations and tests of subsurface conditions at or , contiguous to the Project Site that Engineer has used in preparing the Bidding Documents. 2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the Project Site (except Underground Facilities) that Engineer has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in Paragraph 4.01.A will be made available by Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02 of the General 1 Conditions has been identified and established in Paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports, or shown or indicated in such drawings. 4.02 Underground Facilities A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Project Site is based upon information and data furnished to Owner and Engineer by owners of such Underground Facilities, including Owner or others. 4.03 Hazardous Environmental Condition I A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental Condition identified at the Project Site, if any, that Engineer has used in preparing the Bidding Documents. I I I 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00200-2 INSTRUCTIONS TO BIDDERS I I B. Copies of reports and drawings referenced in Paragraph 4.03.A will be made I available by Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.06 of the General Conditions has been identified and established in Paragraph 4.06 of the 1 Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, I interpretations, opinions, or information contained in such reports or shown or indicated in such drawings. 1 4.04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions, Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated I conditions appear in Paragraphs 4.02, 4.03, and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidder5Vith respect to a Hazardous Environmental Condition at the Project Site, if any, and possible I changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Project Site which was not shown or indicated in the Drawings I or Specifications, or identified in the Contract Documents to be within the scope of the work appear in Paragraph 4.06 of the General Conditions. I 4.05 On request, Owner will provide Bidder access to the Project Site to conduct such examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid: Bidder shall fill all holes, and clean up and restore the Project Site to I its former condition upon completion of such explorations,investigations,tests, and studies. Bidder shall comply with all applicable Laws and Regulations relative to excavation and utility locates. I4.06 Reference is made to Article 7 of the Supplementary Conditions for the identification of the general nature of other work that is to be performed at the Project Site by Owner or others I (such as utilities and other prime contractors)that relates to the work contemplated by these Bidding Documents. On request, Owner will provide to each Bidder for examination access to or copies of contract documents (other than portions thereof related to price) for 1 such other work. 4.07 It is the responsibility of each Bidder before submitting a Bid to: IA. examine and carefully study the Bidding Documents, the other related data Iidentified in the Bidding Documents, and any Addenda; B. visit the Project Site and become familiar with and satisfy Bidder as to the general, I local, and Project Site conditions that may affect cost,progress, and performance of the work; C. become familiar with and satisfy Bidder as to all federal, state, and local Laws and Regulations that may affect cost,progress, and performance of the work; 000055-05140-0 II ©2006 Bonestroo,Rosene, INSTRUCTIONS TO BIDDERS Anderlik&Associates,Inc. 00200-3 i 8.02 The Bid Security of the successful Bidder will be retained I until such Bidder has executed the Contract Documents, furnished the required Contract Security, and met the other conditions of the Notice of Award, whereupon the Bid Security will be returned. If the 1 successful Bidder fails to execute and deliver the Contract Documents and furnish the required Contract Security within 15 days after the Notice of Award, Owner may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of I other Bidders whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of 7 days after the Effective Date of the Agreement or 61 days after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. 8.03 Bid Security of other Bidders whom Owner believes do not have a reasonable chance of receiving the award will be returned within 7 days after the Bid Opening. ARTICLE 9 - CONTRACT TIMES 9.01 The number of days within which or the dates by which Milestones are to be achieved and 1 the work is to be Substantially Completed and ready for Final Payment are set forth in the Agreement. IARTICLE 10 -LIQUIDATED DAMAGES 10.01 Provisions for liquidated damages, if any, are set forth in the Agreement. I ARTICLE 11 - SUBSTITUTE AND "OR-EQUAL"ITEMS I 11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or "or- equal" items. Whenever it is specified or described in the Bidding Documents that a substitute or "or-equal" item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered I by Engineer until after the Effective Date of the Agreement. I I I I 000055-05140-0 I ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00200-6 INSTRUCTIONS TO BIDDERS _ SUPPLIERS,AND OTHERS ARTICLE 12 SUBCONTRACTORS, SUPP , 12.01 If the Supplementary Conditions require the identity of certain subcontractors, suppliers, individuals, or entities to be submitted to Owner in advance of a specified date prior to the Effective Date of the Agreement, the apparent successful Bidder and any other Bidder so requested shall within 5 days after Bid Opening, submit to Owner a list of all such subcontractors, suppliers, individuals, or entities proposed for those portions of the work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such subcontractor, supplier, individual, or entity if requested by Owner. If Owner or Engineer after due investigation has reasonable objection to any proposed subcontractor, supplier, individual, or entity, Owner may before the Notice of Award is given request apparent successful Bidder to submit a substitute in which case apparent successful Bidder shall submit an acceptable substitute, Bidder's Bid Price will be increased (or decreased) by the difference in cost occasioned by such substitution and Owner may consider such price adjustment in evaluating Bids and making the Contract award. 12.02 If apparent successful Bidder declines to make any such substitution, Owner may award the Contract to the next lowest Bidder that proposes to use acceptable subcontractors, suppliers, individuals, or entities. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid Security of any Bidder. Any subcontractor, supplier, individual, or entity so listed and against which Owner or Engineer makes no written objection prior to the giving of the Notice of Award, will be deemed acceptable to Owner and Engineer subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Paragraph 6.06 of the General Conditions. 12.03 Contractor shall not be required to employ any subcontractor, supplier, individual, or entity against whom Contractor has reasonable objection. ARTICLE 13 -PREPARATION OF BID 13.01 The Bid Form is included with the Bidding Documents. Additional copies maybe obtained from Engineer. 13.02 All blanks on the Bid Form shall be completed by printing in ink or by typewriter and the r Bid signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid Unit Price shall be indicated for each Bid Item listed therein. 1 13.03 A Bid by a corporation shall be executed in the corporate name by the president or a vice- president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature. I 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00200-7 INSTRUCTIONS TO BIDDERS I 13.04 A Bid by a partnership shall be executed in the artnershi p p name and signed by a partner (whose title must appear under the signature), accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 13.05 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown below the signature. 13.06 A Bid by an individual shall show the Bidder's name and official address. 13.07 A Bid by a joint venture shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown below the signature. 13.08 All names shall be typed or printed in ink below the signatures. I 13.09 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 13.10 The address and telephone number for communications regarding the Bid shall be shown. 13.11 The Bid shall contain evidence of Bidder's authority and qualification q Ificatlon to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the Contract. Bidder's State Contractor License Number, if any, shall also be shown on the Bid Form. 13.12 Bidders shall indicate the Total Add or Deduct to the Total Base Bid for each Alternate provided on the Bid Form. 13.13 Bidders may list proposed Substitute Items on the spaces provided on the Bid Form. Bidders shall clearly indicate the item name, Specification Section Number, and the Total Deduct to the Total Base Bid for each Substitute Item proposed. 13.14 Bidders shall circle the name of the Base Bid Manufacturer they will provide if awarded the Contract. Bidders shall circle only 1 name for each item. If the Bidder fails to circle an item,the first item listed shall be provided. 13.15 Bidders shall identify the name of the company or subcontractor that will perform the listed portion of the work if the Bidder is awarded the Contract. I I 000055-05140-0 I ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00200-8 INSTRUCTIONS TO BIDDERS I ARTICLE 14 -BASIS OF BID; COMPARISON OF BIDS 14.01 Bid Unit Price With Alternates A. Bidders shall submit a Bid on a Bid Unit Price for each Bid Item of work listed in the Bid Form and include a separate price for each Alternate described in the Bidding Documents as provided for in the Bid Form. The price for each Alternate will be the amount added to or deleted from the Base Bid if Owner selects the Alternate. In the evaluation of Bids, Owner may select any combination of Alternates or the Owner may choose not to accept any Alternate Bids. B. The total of all estimated prices will be the sum of the products of the estimated quantity of each Bid Item and the corresponding Bid Unit Price. The final quantities and Contract Price will be determined in accordance with Paragraph 11.03 of the General Conditions. C. Discrepancies between the multiplication of units of work and Bid Unit Prices will P be resolved in favor of the Bid Unit Prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. D. Bids will be compared on the basis of the "Adjusted Total Base Bid" and this amount will be the basis for determining the lowest Bidder. The sum of the Total Base Bid and any combination of Alternates accepted by the Owner will determine the"Adjusted Total Base Bid." The Owner may choose to not accept any Alternate Bids. 14.02 The Bid Price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances, if any, named in the Contract Documents as provided in Paragraph 11.02 of the General Conditions. ARTICLE 15 - SUBMITTAL OF BID 15.01 With each copy of the Bidding Documents, a Bidder is furnished 1 separate unbound copy of the Bid Form, and, if required, the Bid Bond Form. The unbound copy of the Bid Form is to be completed and submitted with the Bid Security. I I I 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00200-9 INSTRUCTIONS TO BIDDERS 15.02 t 5.02 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the Advertisement for Bids and shall be enclosed in an opaque sealed envelope plainly marked with the Project Title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of Bidder, and shall be accompanied by the Bid Security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate envelope plainly marked on the outside with the notation "BID ENCLOSED." A mailed Bid shall be addressed to Owner's office. I ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID 16.01 A Bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the Opening of Bids. I 16.02 Bids may be withdrawn after Bid Opening only in accordance with the law. ARTICLE 17 - OPENING OF BIDS 17.01 Bids will be opened at the time and place indicated in the Advertisement for Bids and, unless obviously non-responsive, read aloud publicly. A Bid Tabulation of the amounts of the Base Bids and major Alternates, if any, will be made available to Bidders after the Opening of Bids. ARTICLE 18 -BIDS TO REMAIN SUBJECT TO ACCEPTANCE 18.01 All Bids will remain subject to acceptance for the period of time stated in the Bid Form,but Owner may, in its sole discretion, release any Bid and return the Bid Security prior to the end of this period. ARTICLE 19—EVALUATION OF BIDS AND AWARD OF CONTRACT 19.01 If the Contract is awarded, award will be made on the basis of the lowest responsive, responsible, qualified Bidder determined by the Total Base Bid or Adjusted Total Base Bid. 19.02 Owner reserves the right to reject any or all Bids, including without limitation nonconforming, nonresponsive, unbalanced, or conditional Bids. Owner further reserves the right to reject the Bid of any Bidder whom it finds after reasonable inquiry and evaluation to not be responsible. Owner may also reject the Bid of any Bidder if Owner believes that it would not be in the best interest of the Project to make an award to that Bidder. Owner also reserves the right to waive all informalities not involving price, time,or changes in the work and to negotiate Contract terms with the successful Bidder. 1 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00200-10 INSTRUCTIONS TO BIDDERS I 1 . 19.03 More than 1 Bid for the same work from an individual or entity under the same or different 1 names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than 1 Bid for the work may be cause for disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest. 19.04 In evaluating Bids, Owner will consider whether or not the Bids comply with the prescribed requirements and such Alternates,Bid Unit Prices, and other data as may be requested in the Bid Form or prior to the Notice of Award. 19.05 In evaluating Bidders, Owner will consider the qualifications of Bidders and may consider the qualifications and experience of subcontractors, suppliers, other individuals, or entities proposed for those portions of the work for which the identity of subcontractors, suppliers, other individuals, or entities must be submitted as provided in the Supplementary Conditions. 19.06 Owner may conduct such investigations as Owner deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed subcontractors, suppliers, individuals, or entities to perform the work in accordance with the Contract Documents. As a condition of its Bid, Bidder is required to waive any and all claims of whatever nature against Owner, Engineer, and their employees and agents which arise out of or relate to such investigations and statements made as a result thereof, except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. This waiver is not intended to restrict Bidder's rights to challenge a Contract award pursuant to law. 19.07 If the Contract is to be awarded, Owner will award the Contract to the Bidder whose Bid is in the best interests of the Project. ARTICLE 20 - CONTRACT SECURITY AND INSURANCE 20.01 Article 5 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth Owner's requirements as to Performance and Payment Bonds and Insurance. When the successful Bidder delivers the executed Agreement to Owner, it shall be accompanied by such bonds. ARTICLE 21 - SIGNING OF AGREEMENT 21.01 When Owner gives a Notice of Award to the successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement with the other Contract Documents which are identified in the Agreement as attached thereto. Within 15 days thereafter, successful Bidder shall sign and deliver the required number of counterparts of the Agreement and attached documents to Owner. Within 10 days thereafter, Owner shall deliver 2 fully signed counterparts to successful Bidder with a complete set of the Drawings with appropriate identification. 1 END OF DOCUMENT 000055-05140-0 I ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00200-11 INSTRUCTIONS TO BIDDERS I 1 DOCUMENT 00300 IINFORMATION AVAILABLE TO BIDDERS Portions of reports and drawings used by the Engineer in the preparation of the Bidding Documents Port p g y � P fare attached to this document. The Technical Data is identified in the Supplementary Conditions. Bidders are responsible for their own interpretation, verification, and use of the Technical Data Icontained in these reports and drawings consistent with the General Conditions and Supplementary Conditions. Reports, drawings, and other historical information regarding the Project may be Iavailable for Bidder's review at the Engineer's office. Schedule a viewing time with the Project Manager. I I IEND OF DOCUMENT I I I I I I I I 000055-05140-0 I ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. INFORMATION AVAILABLE TO BIDDERS k il ii Bonestroo i, o �An a rl BIDDER: �. e/A.Z�";;'? tb i (e5y; r41' ..):%�, d/),I 1,, 1 VI Anderlik& Associates Engineers&Architects DOCUMENT 00410 II BID FORM NOVAK AVENUE NORTH AND NORWICH AVENUE NORTH UTILITY AND STREET IMPROVEMENTS BID COPY 1 FILE NO. 000055-05140-0 OAK PARK HEIGHTS,MINNESOTA 1 2006 THIS BID IS SUBMITTED TO: I City of Oak Park Heights,Minnesota City Hall 14168 Oak Park Boulevard Oak Park Heights,MN 55082 I 1.01 The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with Owner in the form Sn P P � P included in the Bidding Documents to perform all work as specified or indicated in the Bidding Documents for the prices and Iwithin the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. I 2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders,including without limitation those dealing with the disposition of Bid Security. The Bid will remain subject to acceptance for 60 days after the Bid Opening,or for such longer period of time that Bidder may agree to in writing upon request of Owner. I3.01 In submitting this Bid,Bidder represents that: 1 A. Bidder has examined and carefully studied the Bidding Documents,the other related data identified in the Bidding Documents,and the following Addenda,receipt of all which is hereby acknowledged: Addendum No. Addendum Date J 3-/5-- e6 I B. Bidder has visited the Project Site and become familiar with and is satisfied as to the general,local,and IProject Site conditions that may affect cost,progress,and performance of the work. C. Bidder is familiar with and is satisfied as to all federal,state,and local Laws and Regulations that may affect I • cost,progress,and performance of the work. D. Bidder has carefully studied all: (1)reports of explorations and tests of subsurface conditions at or I contiguous to the Project Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Project Site(except Underground Facilities)which have been identified in SC-4.02,and(2)reports and drawings of Hazardous Environmental Conditions that have been identified in SC-4.06. I 00005505 1 40BIDFORM 00410-1 BID FORM I I E. Bidder has obtained and carefully studied(or accepts the consequences for not doing so)all additional or a supplementary examinations,investigations,explorations,tests,studies,and data concerning conditions (surface,subsurface,and Underground Facilities)at or contiguous to the Project Site which may affect cost, progress,or performance of the work or which relate to any aspect of the means,methods,techniques, I sequences,and procedures of construction to be employed by Bidder,including applying the specific means, methods,techniques,sequences,and procedures of construction expressly required by the Bidding Documents to be employed by Bidder,and safety precautions and programs incident thereto. 1 F. Bidder does not consider that any further examinations,investigations,explorations,tests,studies,or data are necessary for the determination of this Bid for performance of the work at the price(s)Bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. 1 G. Bidder is aware of the general nature of work to be performed by Owner and others at the Project Site that irelates to the work as indicated in the Bidding Documents. H. Bidder has correlated the information known to Bidder,information and observations obtained from visits to I the Project Site,reports and drawings identified in the Bidding Documents,and all additional examinations, investigations,explorations,tests,studies,and data with the Bidding Documents. 1 I. Bidder has given Engineer written notice of all conflicts,errors,ambiguities,or discrepancies that Bidder has discovered in the Bidding Documents,and the written resolution thereof by Engineer is acceptable to Bidder. IJ. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the work for which this Bid is submitted. 1 K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement. 4.01 Bidder further represents that: $ A. The prices in this Bid have been arrived at independently,without consultation,communication,or agreement as to any matters relating to such prices with any other Bidder or with any competitor for the purpose of restricting competition. IB. The prices in this Bid have not or will not be knowingly disclosed to any other Bidder or competitor prior to Opening of the Bids. C. No attempt has been made or will be made by the Bidder to induce any other person or firm to submit or not to submit a Bid for the purpose of restricting competition. 1 4.02 Bidder understands that the law may require the Owner,or Engineer at the Owner's direction,to undertake an investigation and submit an evaluation concerning Bidder's responsiveness,responsibility,and qualifications before awarding a contract. Bidder hereby waives any and all claims, of whatever nature,against Owner,Engineer and their employees and agents,which Iarise out of or relate to such investigation and evaluation,and statements made as a result thereof,except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. Nothing in this paragraph is intended to restrict Bidder's rights to challenge a contract pursuant to law. I I00005505140BIDFORM 00410-2 BID FORM I I5.01 Bidder will complete the work in accordance with the Contract Documents for the following price(s): i All specific cash allowances are included in the price(s)set forth below and have been computed in accordance with paragraph 11.02 of the General Conditions. Unit Prices have been computed in accordance with paragraph 11.03.B of the General Conditions III Bidder acknowledges that estimated quantities are not guaranteed,and are solely for the purpose of comparison of Bids,and final payment for all Unit Price Bid items will be based on actual quantities provided, determined as provided in the Contract Documents. INo. Item Units Qty Unit Price Total Price I I SECTION A-NOVAK AVENUE NORTH: I SECTION A-NOVAK AVENUE NORTH-PART 1-SANITARY SEWER: 1 1 MOBILIZATION LS 1 $ &5—(6.60 $ j- )..0)2 TRAFFIC CONTROL LS 1 $ `? �� $ 0`r --66' 1 3 CONNECT TO EXISTING SANITARY EA 1 $ 5()6.GAD $ ,L5-06.60 SEWER 8"PVC PIPE 4 CUT 6"SERVICE INTO 8" PVC EA 1 $ 75 D.ail $ 7-5?.06 5 • 6" PVC,SCH.40 SERVICE PIPE LF 30 $ ? (-1J $ 790.66 %T may) /Q�.'.5 0 6 6" PVC SANITARY SEWER,SDR 35, 10'- LF 45 $ ,�v.(�c.Y $ 15'DEEP f I7 8" PVC SANITARY SEWER,SDR 35, 10'- LF 670 $ , 1 $ /g7 ).66 15'DEEP y 8 8" PVC SANITARY SEWER,SDR 35, 15'- LF 90 $ � �� $ 0,970 cO I 9 20'DEEP 4'DIAMETER SANITARY MH,8'DEEP, EA 3 $ //...0a) $ .oo INCL R-1642-B CSTG&HDPE ADJ RINGS ! .y 10 4'DIAMETER SANITARY MANHOLE LF 15.2 $ //O `' $ li / OVERDEPTH Ill CLOSED CIRCUIT TV INSPECTION LF 805 $ I.` $ /Wl7(5-0 12 IMPROVED PIPE FOUNDATION LF 400 $ 1 4 $ )21,C I I i00005505140BIDFORM 00410-3 BID FORM I No, Item Units Qty Unit Price Total Price I I 1 13 TEMPORARY ROCK CONSTRUCTION TN 120 $ / 7 86 $ L��� < ENTRANCE d� TOTAL SECTION A-NOVAK $ '�`r-1(or)'U, AVENUE NORTH-PART 1 - SANITARY SEWER SECTION A-NOVAK AVENUE NORTH-PART 2-WATER MAIN: II 14 CONNECT TO EXISTING 12"WATER EA 2 $ �^r�� $ I MAIN 15 CONNECT TO EXISTING 8"WATER EA 2 $ � $ ' I MAIN 16 6" DIP WATER MAIN,CLASS 52 LF 86 $ / G6 $ �?D��O� 17 8" DIP WATER MAIN,CLASS 52 LF 140 $ $ ��� � 18 10"DIP WATER MAIN,CLASS 52 LF 55 $ a5-6-/-7 $ ��� `�D I19 12"DIP WATER MAIN,CLASS 52 LF 1,640 $ $ ���n' 20 6" GATE VALVE AND BOX EA 4 $ /x`52 2 $ � ��O OO 21 8" GATE VALVE AND BOX EA 2 $ �� $ �`'� � 1 22 10"GATE VALVE AND BOX EA 1 $ / � $ 4,W6'.66 23 12" GATE VALVE AND BOX EA 4 $ ���� $ �� 2 OO 24 INSTALL HYDRANT EA 3 $ l � $ �o���•C7D 25 12" X 12"TEE .EA 2 $ ��� $ //�( 9O 26 12"X 10"TEE EA 1 $ 62 7 $ r�,� 2 27 12"X 8"TEE EA 2 $ � ���J. $ �.oo 28 12"X6"TEE EA 3 $ `� 75 $ �7 a`� i� 29 8,. X 6"TEE EA 1 $ �� � $ ����. 06 30 8" X 8"TEE EA 1 $ �� � $ � �3 O 31 10"45 DEGREE BEND EA 4 $ ��C $ //�9 OO I 1 32 12" 11.25 DEGREE BEND EA 3 $ �' j $ 9�n. I 00005505140BIDFORM 00410-4 BID FORM I 1 No. Item I N Units Qty Unit Price Total Price 1 33 12"22.5 DEGREE BEND EA 2 $ , /(�.&} $ 6 I34 6"PLUG EA 1 $ /L' Co $ &J"(! 35 8" PLUG EA 3 $ 2`57.e, $ Z/ Q s36 10"PLUG EA 1 $ /5- )O $ /52(2 I37 6"FITTING RESTRAINT EA 5 $ (-6 $ /dd. 38 8" FITTING RESTRAINT EA 10 $ -.6740 $ 3Q e 1 39 10"FITTING RESTRAINT EA 10 $ '7q a) $ 9- 2 40 12"FITTING RESTRAINT EA 30 $ _ca�_- $ /5-66 QO I 41 IMPROVED PIPE FOUNDATION LF 400 $ , a $ 'd I42 INSULATION,2"THICK SY 75 $ / ;. Ze $ /c 4Q e0 I TOTAL SECTION A-NOVAK $ /4_67/f 40 AVENUE NORTH-PART 2-WATER MAIN ISECTION A-NOVAK AVENUE NORTH-PART 3-STORM SEWER: I 43 REMOVE 12"RCP STORM SEWER LF 6 $ ���. $ 972O PIPE 44 REMOVE CATCH BASIN EA 1 $ '3 (e $ ∎369O.D� I45 CONNECT TO EXISTING CBMH EA 1 $ G'. (.-e $ L -5 2 00 46 12"RCP STORM SEWER, CLASS 5,0'- LF 430 $ %.,6. $ /7/476a0 t 10'DEEP r� 47 15"RCP STORM SEWER, CLASS 5,0'- LF 850 $ .�f,f(-) $ t; -VJo. 0d 10'DEEP ../ 48 21"RCP STORM SEWER,CLASS 4,0'- LF 40 $ �`t ) $ /&g?), d 10'DEEP 49 21"FLARED END SECTION, EA 1 $ /I/5U) $ /J/5 no INCLUDING TRASH GUARD 50 2'X 3'CB W/R3290VB CASTING AND EA 5 $ ///Z0 60 $ 56Z.60 CONCRETE ADJ.RINGS 1 51 4'DR. CBMH W/R3290VB CASTING EA 6 $ /r, O.0 $ ///D0.06 AND CONC.ADJ.RINGS I i00005505140BIDFORM 00410-5 BID FORM I No. Item Units Qty Unit PricIII e Q Y ice Total Price I I52 4'DIA STORM SEWER MH, 8'DEEP, EA 1 $ 49,.51.),a) $ /Sri-,-, (0 INCL R-1642-B CSTG AND HDPE ADJ 1 RINGS ,,�`�l 53 4'DIAMETER STRUCTURE LF 3.5 $ ` Z).6/Z7 $ j 4=1,CO OVERDEPTH II54 CLASS III RANDOM RIPRAP CY 10 $ /76%). CO $ //L°%'l 'e) 55 4"PVC DRAIN TILE,SDR 35 LF 100 $ 9 co $ 9e141 a) N56 SILT FENCE,PERMEABLE LF 100 $ ,5-6'.36 $ Z)- . I 57 SEEDING,INCL SEED,FERTILIZER, SY 35 $ � $ /71 AND WOOD FIBER BLANKET TOTAL SECTION A-NOVAK $ ,s` 96 e% AVENUE NORTH-PART 3-STORM 1 SEWER I SECTION A-NOVAK AVENUE NORTH-PART 4-STREET IMPROVEMENTS: I58 REMOVE BITUMINOUS PAVEMENT SY 90 $ :'5 $ ,_5- .).--?-6-0 59 REMOVE CONCRETE CURB AND LF 125 $ 4' a) $ L 6. 0 GUTTER 7 60 SAWING BITUMINOUS PAVEMENT LF 150 $ -/ $ --J 7"-6:67° 61 ADJUST FRAME AND RING CASTING EA 1 $ /7//)/ &) $ /71ZZ9()O 62 ADJUST VALVE 9 ) 1 ALVE BOX EA 1 $ ��CY $ �� ���� 1 63 EXTEND HYDRANT BARREL LF 2 $ ∎,-7,5J(0 $ 7J?,G6 I64 VALVE BOX EXTENSION LF 3 $ ` ?)fr $ /J0/6 65 SUBGRADE EXCAVATION CY 300 $ O.. -5 $ a7Jf I 66 SUBGRADE PREPARATION SY 9,115 $ o '61:-- $ 44/6/ 75 67 COMMON EXCAVATION-TRAIL OR CY 390 $ 7 -5" $ irL 2/,j 2) ISIDEWALK Q � 68 AGGREGATE BACKFILL TN 7,610 $ `'.r )"`7.- $ :: * .;te),•_i 1• I 69 AGGREGATE BASE,CLASS 5, 100% TN 4,760 $ /C. . 'T.:1r$ 7 I CRUSHED 70 AGGREGATE BASE,CLASS 5, 100% TN 670 $ 06.E $ 7A3,5W) ICRUSHED-TRAIL OR SIDEWALK i00005505 I 40B IDFORM 00410-6 BID FORM I I No. I Item Units Qty Unit Price Total Price I I132 ADJUST VALVE BOX EA 1 $ ,( 3 $ E OCI) I 133 SIGN PANELS,TYPE C,HIGH INTENSITY SF 4.5 $ ` $ 1. (4.7S 134 4"PVC,SCH 40,2 CONDUITS FOR LF 190 $ 1 l,00 $ ONO.CO PRIVATE UTILITY CROSSING 135 4"DOUBLE SOLID LINE,YELLOW LF 680 $ o40 $ a 7 a. co PAINT I 136 4"DOUBLE SOLID LINE,YELLOW EPDXY LF 680 $ 415 $ vlo,00 137 SILT FENCE,PERMEABLE LF 50 $ 5.00 0 $ t 001 I138 PROTECTION OF CATCH BASIN IN EA 2 $ 3C-.0( rn $ 100.0 STREET �"`� O 1 139 SEEDING, INCL SEED,FERTILIZER, SY 1,270 $ $ (118.00 AND WOOD FIBER BLANKET TOTAL SECTION B-NORWICH $ 7(996S i_ I AVENUE NORTH-PART 1-STREET IMPROVEMENTS ALTERNATE NO. 1 -LUMINARE TYPE FOR NOVAK AVENUE NORTH: I 140 DEDUCT FOR LUMINAIRE TYPE B ON EA 2 $ ��� $ 3 , NOVAK AVE.NORTH TOTAL ALTERNATE NO. 1 - $ % 6Qco I LUMINARE TYPE FOR NOVAK AVENUE NORTH I . ALTERNATE NO.2-58TH STREET NORTH AND NORWICH AVENUE NORTH LUMINAIRE: I141 LIGHTING UNIT A EACH 1 $_S y) $ a-ro,o^ �. 142 LIGHTING BASE EACH 1 $ CO $ C ,03 1 143 1 1/2"PVC CONDUIT SCH.40 (�Q CONDUIT, LF 555 $ 3.COD $ l "l�� 0,CO 1 144 #6 AWG WIRE LF 1,635 $ 1 • 3S $ 3 3 ) TOTAL ALTERNATE NO.2-58TH $ la0 •' "' I STREET NORTH AND NORWICH AVENUE NORTH LUMINAIRE I I 0000550514OBIDFORM 00410-10 BID FORM I INo. Item Units Qty Unit Price Total Price I ALTERNATE NO.2A-LUMINAIRE TYPE FOR 58TH STREET NORTH AND NORWICH AVENUE NORTH: /1 (�� 145 DEDUCT FOR LUMINAIRE TYPE B EA I $ I .CU $ 1 L6D.CU TOTAL ALTERNATE NO.2A- $ 1 LUMINAIRE TYPE FOR 58TH STREET NORTH AND NORWICH AVENUE NORTH ALTERNATE NO.3-60TH STREET NORTH AND NORWICH AVENUE /��(/'+�� CO ORTH LUMINAIRE: EACH 1 $ �7`�"-''v" $ ����"�' 146 LIGHTING UNIT A r ----kI n 147 LIGHTING BASE EACH 1 $ (M`� $Aga 00 148 1 1/2"PVC CONDUIT,SCH.40 LF 740 $ ?), (CO $ '06 149 #6 AWG WIRE LF 2,190 $ 1 ' $ aciatoff) TOTAL ALTERNATE NO.3-60TH $ STREET NORTH AND NORWICH AVENUE NORTH LUMINAIRE ALTERNATE NO.3A-LUMINAIRE 1 TYPE FOR 60TH STREET NORTH AND NORWICH AVENUE NORTH LUMINAIRE: I� � 150 DEDUCT FOR LUMINAIRE TYPE B EA 1 $ 1�t )f�'°6 $ 1r(�6/�, TOTAL ALTERNATE NO.3A- LUMINAIRE TYPE FOR 60TH STREET NORTH AND NORWICH AVENUE NORTH LUMINAIRE I I I 00410-11 BID FORM 00005505140BIDFORM I INo. Item Units Qty Unit Price Total Price I IBASE BID: 1 SECTION A-NOVAK AVENUE I NORTH: //(( ii TOTAL SECTION A-NOVAK AVENUE $ `t 1 I @0&50 NORTH-PART I -SANITARY SEWER `j� (�('\ TOTAL SECTION A -NOVAK AVENUE $ I Ll 5, j I g. NORTH-PART 2-WATER MAIN TOTAL SECTION A-NOVAK AVENUE $ '03 I NORTH-PART 3 -STORM SEWER ^ ' TOTAL SECTION A -NOVAK AVENUE $PLC -1(} 5 NORTH-PART 4-STREET ii IMPROVEMENTS r^ 1 n TOTAL SECTION A-NOVAK $ W I b (I)-16.413 l W AVENUE NORTH ISECTION B-NORWICH AVENUE NORTH: Q �j f �q I TOTAL SECTION B-NORWICH ''13 AVENUE NORTH-PART 1 -STREET $ 1`S "b IMPROVEMENTS 18 :15 /;r � I TOTAL SECTION B-NORWICH $ ;`�1LV AVENUE NORTH I BASE BID SUMMARY: / n TOTAL SECTION A-NOVAK AVENUE $ (Y) ( ( �I Wi (Yftn o 4 NORTH / ,� I TOTAL SECTION B-NORWICH $ �1�(V �lU J:—/ AVENUE NORTH ^ TOTAL BASE BID $ L05I W ra (e) I I I I I I I00005505140BIDFORM 00410-12 BID FORM III 1 1 I No. 00005505140BIDFORM Item Units Qty Unit Price Total Price ALTERNATES SUMMARY: TOTAL ALTERNATE NO.1 - $ LUMINARE TYPE FOR NOVAK AVENUE NORTH TOTAL ALTERNATE NO.2-58TH $ $ $ 8q STREET NORTH AND NORWICH AVENUE NORTH LUMINAIRE TOTAL ALTERNATE NO.2A- LUMINAIRE TYPE FOR 58TH STREET NORTH AND NORWICH AVENUE NORTH 80.$ WV BID FORTOTAL ALTERNATE NO.3-60TH STREET NORTH AND NORWICH AVENUE NORTH LUMINAIRE TOTAL ALTERNATE NO.3A- co LUMINAIRE TYPE FOR 60TH STREET NORTH AND NORWICH AVENUE NORTH LUMINAIRE I I I I I I I I 00410-13 I 6.01 Bidder agrees that the work will be I I Substantially Completed and completed and ready for Final Payment in accordance with paragraph 14.07.B of the General Conditions on or before the dates or within the number of calendar days Iindicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work within the times specified above,which shall be stated in the Agreement. 7.01 The following documents are attached to and made a condition of this Bid: A. Required Bid Security in the form of 5 percent. 8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders,the I I General Conditions,and the Supplementary Conditions. SUBMITTED on CZ/ ,20 If Bidder Is: An In c idual Name(typed or printed): (SEAL) I By. . _ (Individual's signature) Doing business as: Business Street Address(No P.O.Box#'s): 1 1 Fax No.: Phone No.: I I I I BID FORM 00410-14 000055051400BIDFORM I A Partnership (SEAL) Partnership Name: By: (Signature of general partner) Name(typed or printed): Business Street Address(No P.O.Box#'s): I Phone No.: Fax No.: A Corporation Corporation Name: /. 'X2C-/v .,` -/✓ (SEAL)A"' State of Incorporation: /!r, 9" 6i Type(General Business,Professional,Service,Limited Liability): f Ll (Signature) Name(typed or printed): (.J/}/' S ° Title: ;!y � 1� C Aka ORPORATE SEAL)Aft / Attest LIM .111-4116 (Sign at . orate Secretary) Business Street Address(No P.O.Box ��� / ///461 h' - - ''',� e9L A''& 'i J, Y2, 5 / Phone No.: 72L5- 1/97- 4r 17`∎ Fax No.: /U% � /N7 44,?O6 I 00410-15 BID FORM 000055051400BIDFORM I 1 A Joint Venture IJoint Venture Name: (SEAL) II By: (Signature of joint venture partner) IName(typed or printed): ITitle: Business address: I IPhone No.: Fax No.: IJoint Venturer Name: (SEAL) By: I (Signature) IName(typed or printed): Title: IBusiness Street Address(No P.O.Box#'s): I IPhone No.: Fax No.: IPhone and Fax Number,and Address for receipt of official communications: 1 (Each joint venturer must sign. The manner of signing for each individual,partnership,and corporation that is a party to Ithe joint venture should be in the manner indicated above). END OF DOCUMENT I II 00410-16 BID FORM 000055051400BIDFORM I WESTERN SURETY COMPANY BID BOND I KNOW ALL MEN BY THESE PRESENTS,THAT WE Burschville Construction, Inc. 11440—8th Street N.E. Hanover, MN 55341 as Principal, hereinafter called the Principal, and the Western Surety Company,a corporation duly organized under the laws of the State of South Dakota,with Administrative Offices at 5201 Eden Avenue, Suite #300, Edina,Minnesota 55436,as Surety, hereinafter called the Surety, are held and Ifirmly bound unto City of Oak Park Heights, MN Ias Obligee,hereinafter called the Obligee, in the sum of Five Percent (5%) of Amount of Bid--- for the payment of which sum well and truly to be made,the said Principal and the said Surety,bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by III these presents. WHEREAS,the Principal has submitted a bid for Novak Avenue North and Norwich Avenue North Utility and Street Imps. Oak Park Heights, MN NOW,THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith I contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. ISigned and sealed this March 24,2006 Burschville Construction, Inc. (Principal) No Seal • (Title) .� t1t .1.. ,dAs ,,.i„_..-_ I (Witness. f. E. Schendel,President Western Surety Company (Seal) I /4 /, �' riiri 6e, i' (Witness) � ����-� Cedarleaf I , (Attorney-I 'ac I I I ACKNOWLEDGMENT OF PRINCIPAL (Corporation) STATE OF: COUNTY OF: On this day, March 24, 2006, before me personally come(s) James E. Schendel to me known, who, being by me duly sworn, deposes and says that he/she resides in the City of Hanover, MN, that he/she is the President of the Burschville Construction, Inc. the corporation described in and which executed the foregoing instrument; that he/she knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation, and that he/she signed his/her name thereto by like order. SHIRLEY ANN SHEETS NOTARY PIJBUC-MINNESOTA :_'v MY COMMISSION EXPIRES 1-31-2010 Notary Public I ACKNOWLEDGMENT OF SURETY STATE OF: Minnesota ley, COUNTY OF: Ramsey March 24, 2006, before me personally come(s) Jack Cedarleaf II,to me On this day, P personally known, who being by me duly sworn, did say that he is the aforesaid officer or Attorney-In-Fact of the Western Surety Company, a corporation; that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by the aforesaid officer, by authority of its board of directors; and the aforesaid officer acknowledged said instrument to be the free act and deed of said corporation. i e � a 7 Notary Public I Surety Company Western POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT • Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint D R Dougherty, Jack Cedarleaf II, Kurt C Lundblad, C A Housh,E Lange,Individually I of Saint Paul,MN, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf ' bonds,undertakings and other obligatory instruments of similar nature -In Unlimited Amounts — and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by the shareholders of the corporation. In Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 20th day of October,2004. WESTERN SURETY COMPANY .Q 4,,„0 gil;a`11 N\Sf Ab s r p' Paul .Bruflat,Senior Vice President �rN DpK� State of South Dakota 1 ss County of Minnehaha I On this 20th day of October,2004,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporation. 4. My commission expires $4. ' ; D. KRELL ; ' i NOTARY PUBLIC SEAL i November 30,2006 i SOUTH DAKOTA ' �_ r + + D.Krell,No .ry Public CERTIFICATE I,L.Nelson,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force,and further certify that the By-Law of the corporation print d on the reverse her of' still in fo e. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this--1L day of �� �S`�-Er,/ WESTERN SURETY COMPANY Jill-, 4 :frtco ri^?i J�,SE. . ��R pPKo • L.Nelson,Assistant Secretary ' Form F4280-01-02 I IAuthorizing By-Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint oint Attorneys in Fact or agents who shall have authority to issue bonds,policies, or undertakings in the name of the Company. I The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations oft the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. I I I I I I I I I I I I I DOCUMENT 00520 I AGREEMENT FORM THIS AGREEMENT is by and between the City of Oak Park Heights, Minnesota (hereinafter called Owner) and Burschville Construction, Inc. (hereinafter called Contractor). Owner and Contractor,in consideration of the mutual covenants hereinafter set forth,agree as follows: ARTICLE 1 -WORK 1.01 Contractor shall complete all work as specified or indicated in the Contract Documents. The work is generally described as follows: municipal utility and street construction for City of Oak Park Heights in the City of Oak Park Heights, Minnesota. ARTICLE 2—THE PROJECT 2.01 The Project for which the work under the Contract Documents may be the whole or only a part is generally described as follows: Novak Avenue North and Norwich Avenue North Street and Utility Improvements in the City of Oak Park Heights,Minnesota. ARTICLE 3 -ENGINEER 3.01 The Project has been designed by Bonestroo, Rosene, Anderlik & Associates, Inc., 2335 West Highway 36, St. Paul, MN 55113 (Engineer), who is to act as Owner's representative, assume all duties and responsibilities, and will have the rights and authority assigned to Engineer in the Contract Documents in ' connection with the completion of the work in accordance with the Contract Documents. ' ARTICLE 4-CONTRACT TIMES 4.01 Time of the Essence A. All time limits for Milestones,if any, Substantial Completion,and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Dates for Milestones, Substantial Completion, and Final Payment The following dates are based on a tentative Start Date of May 15, 2006. If the Start Date is delayed due to the developer's contractor not completing the mass site grading, the Completion Dates will be extended equal to the number of calendar days of delay past May 15,2006. ' A. B. C. D. All utilities shall be completed by June 16, 2006. Testing on all utilities shall be completed by June 30, 2006. Gravel base, and curb and gutter shall be completed by July 14, 2006. ' Bituminous Base and binder shall be completed by August 4, 2006. 000055-05140-0 ' ©2006 Bonestroo,Rosene, AGREEMENT FORM Anderlik&Associates,Inc. 00520-1 E. F. Bituminous pathway and pedestrian ramps shall be completed by August 18, 2006. Street lights and all restoration shall be completed by October 13, 2006. G. Bituminous surface course will be done in 2007 and completed by July 15, 2007. H. All of the work of the Project shall be completed and ready for Final Payment in accordance with Paragraph 14.07 of the General Conditions on or before August 30, 2007. 4.03 Liquidated Damages A. Contractor and Owner recognize that time is of the essence of this Agreement, and that Owner will suffer financial loss if the work is not completed within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the work is not completed on time. Accordingly,instead of requiring any such proof, Owner and Contractor agree that as Liquidated Damages for delay(but not as a penalty), Contractor shall pay Owner $200.00 for each day that expires after the time specified in Paragraph 4.02 for Milestones and Substantial Completion until the work is Substantially Complete. After Substantial Completion, if Contractor extension shall neglect, refuse, or fail to complete the remaining wr $300.00 the for Contract Time or any that expires after the time thereof granted by Owner, Contractor shall pay Owner specified in Paragraph 4.02 for completion and readiness for Final Payment until the work is completed and ready for Final Payment. ARTICLE 5- CONTRACT PRICE 5.01 Owner shall pay Contractor for completion of the work in accordance with the Contract Documents an amount in current funds as follows: For all work at the prices stated in Contractor's Bid, attached hereto as an exhibit for an Original Contract Amount of Seven Base Four mate Thousand o. O Alternate e No��and Alternate and Sixty-Eight Cents ($704,142.68) for the Total No. 3A. ARTICLE 6-PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. Contractor shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions. 6.02 Progress Payments;Retainage A. Owner shall make progress payments on account of the Contract Price on the basis of Contractor's Applications for Payment, monthly during 11 be measured by the SchedulesofrValues established Paragraphs 6.02.A1 and 6.02.A2 below. All such payments Paragraph 2.07.A of the General Conditions (and in the f Values, Bid Unit Price work based on the provided in the General Requirements: of units completed)or,in the event there is no Schedule o p 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below, but in each case, less the aggregate of payments previously made and less 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00520-2 AGREEMENT FORM such amounts as Engineer may determine or Owner may withhold,including but not limited to liquidated damages, in accordance with Paragraph 14.02 of the General Conditions: a. 95 percent of work completed(with the balance being retainage). b. 95 percent of cost of materials and equipment not incorporated in the work (with the balance being retainage). 2. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to 100 percent of the work completed, less such amounts as Engineer shall determine in accordance with Paragraph 14.02.B5 of the General Conditions and less 100 percent of Engineer's estimate of the value of work to be completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. 6.03 Final Payment ' A. Upon Final Completion and acceptance of the work, in accordance with Paragraph 14.07 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph 14.07. ARTICLE 7-INTEREST 7.01 All moneys not paid when due, as provided in Article 14 of the General Conditions, shall bear interest at the maximum rate allowed by law at the place of the Project. ARTICLE 8- CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce Owner to enter into this Agreement, Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents and the other related ' data identified in the Bidding Documents. B. Contractor has visited the Project Site and become familiar with and is satisfied as to the general,local,and Project Site conditions that may affect cost,progress,and performance of the work. C. Contractor is familiar with and s sati od the as to work all federal, state, and local Laws and Regulations that may affect cost,progress, and performance D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface i conditions at or contiguous to the Project Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Project Site (except Underground Facilities)which have been identified in the Supplementary Conditions as provided in Paragraph 4.02 of the General Conditions and 1 (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Project Site which has been identified in the Supplementary Conditions as provided in Paragraph 4.06 of the General Conditions. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00520-3 AGREEMENT FORM E. Contractor has obtained and carefully studied(or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Project Site which may affect cost, progress, or performance of the work, or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by Contractor and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Project Site that relates to the work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Project Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations,tests, studies, and data with the Contract Documents. I. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or idiscrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the work. ' ARTICLE 9-CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: This Agreement. 2. Performance Bond,Payment Bond, and other Bonds. 3. General Conditions. 4. Supplementary Conditions. 5. Specifications. Drawings bearing the following general title:Novak Avenue North and Norwich Avenue North Street and Utility Improvements. Addenda(Numbers One to Two,inclusive). I8. Exhibits to this Agreement(enumerated as follows): 000055-05140-0 ©2006 Bonestroo,Rosene, AGREEMENT FORM Anderlik&Associates,Inc. 00520-4 • I I a. Contractor's Bid Form. Ib. Documentation submitted by Contractor prior to Notice of Award. I 9. The following which may be delivered or issued on or after the Effective Date of the Agreement, and are not attached hereto: Ia. Notice to Proceed; b. Work Change Directives; Ic. Change Order(s). B. The documents listed in Paragraph 9.01.A are attached to this Agreement(except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. III D. The Contract Documents may only be amended, modified, or supplemented as provided in Paragraph 3.04 of the General Conditions. ARTICLE 10-MISCELLANEOUS ' 10.01 Terms A. Terms used in this Agreement will have the meanings stated in the General Conditions and the ' Supplementary Conditions. I 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract will be binding I on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the Iassignor from any duty or responsibility under the Contract Documents. I 10.03 Successors and Assigns A. Owner and Contractor each binds itself, its partners, successors, assigns, and legal I representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements,and obligations contained in the Contract Documents. I I 000055-05140-0 I ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00520-5 AGREEMENT FORM 1 ' 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 000055-05140-0 I ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00520-6 AGREEMENT FORM I 1 IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement in duplicate. One (1) counterpart each has been delivered to Owner and Contractor. All portions of the Contract Documents have Ibeen signed or identified by Owner and Contractor or on their behalf. This Agreement will be effective on -Ian I ,2006 (which is the Effective Date of the Agreement). IOwner: Contractor: City()foe,', 'ar ghts,Minnesota Burschville Construction, Inc. By. //4"/ t ,. L......... Er- 1-12,___ei Attest Attest .4 LAO,II _ ` APW LL,k k IAddress for giving notices: Address for giving notices: 2-00'7 kib fr (0g �.o. ' 0-,,g 1 140 R 2 0 551-1 License No. _Opt— (Where applicable) Designated Representative: Designated Representative: Name: nX15 r--. ° Name: ar/e5 6`5/ h W M C e I Title: `1' -± Title: C 1.1.1 �^7 I nG� — (Raid^^ �{h a �� 1'Vw� `�" Address: Yl6S 0O �55`��`�" S Address: If 44 I s w. �w 36, ST PA-u,G svt3 \Ar\avV f Mk) 5bb41 233 Y 651 - - 4q-j- 4aAa GJ b_ q6 0 Phone: I Phone: 1 (.0 3 'AA 1 - 4-el.o Facsimile: 6$7 - 636 - 13/i Facsimile: (o I 1 END OF DOCUMENT I 000055-05140-0 ©2006 Bonestroo,Rosene, AGREEMENT FORM IAnderlik&Associates,Inc. 00520-7 Iv PERFORMANCE BOND BOND NO. 929 369039 Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. • CONTRACTOR (Name and Address): II Bureakville C struct , . SURETY(Name and Address of Principal Place of Business): Sea 63o Nanover, UN 33341 Western , I OWNER (Name and Address): City of Oak Park Reights 3201 Eden ava., t , Rana, MI 394 4168 Oak Park Dlvd. 36 Dash Park Nai& ts, 2111 CONTRACT Date: May 13, 2006 Amount: Description(N�� Hundred Foss' and Location): Novak One I� Port Avenue North Norwich en & 68/100 Dollars Utility and 110 Worth Street �'68 Improvements, Oak Park Heights, and BOND Bond Number: 929 369039 Date (Not earlier than Contract Date): say 19, 2006 Amount: y�� � Fay Modifications to this Bond Form: Non. �, O . Hundred Party Tao & 68/100 y Surety {_ 04,142.68) Dollars Y and Contractor, intending to be legally bound hereby, subject to the to this and Contractor, Bond to be duly to be legally ll bound ued hereby, by its a terms printed representative. the reverse side hereof, do each cause Y authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL Company: No -i INC SURETY Z WESTERN SURETY Signature� • ' Name a6'17: Lat.., / (Seal) iiE� SURETY Paws E. h�da2 Surety's Name and Corporate Seal COMPANY President (Seal) Signature an.Tide Kurt C. --t/ ii (Space is provided below for signatures of additional (Attach Power of Attorney) ' ^ss—fact parties,if required.) Attest: ,/ Signature and Tit e """*S CONTRACTOR AS PRINCIPAL • '` a>n Company: SURETY Bond underwriting Assistant Signature: (Seal) Name and Ti Surety's Name and Corporate Seal (Seal) tle: By: Signature and Title (Attach Power of Attorney) Attest: EJCDC No.C-610(2002 Edition) Signature and Title: Originally prepared through the joint efforts of the Sure Originally prepared of America,and the joint efforts Institute Surety r Architects.Association Association of America,Engineers Joint Contract Documents Committee,the Associated General 00610-1 •,.. x ..• complete the Contract,and if their heirs, 6. After Owner has terminated Contractor's 4r s ig 4t.t above then the Contract,and jointly and severally, Owner rfor thew, Surety elects to act under Paragraph to Owner for the performance of to Owner shall not be greater than those of Con>�`LOt�anechose of Owner 1. Contractor and Surety,successors,and assigns of Surety shall not be g but subject f Ow Owner executors,administrators,incorporated herein by reference. and the responsibilities of Owner to Surety the Contract,which is incorp under the Contract. To a limit of the amount of this Bond, performs the Contract, Surety and Contractor have no obligation under the ton Owner of the Balance the of the amount Price to Bond, bution of costs provided in Paragraph 3.1. es on the Contract,Surety is obligated without duplication for: 2. If Contractor p and damages under this Bond,except to participate in conferences as p s obligation under this Bond shall arise 6.1. The responsibilities of Contractor for correction of defective Work and 3. If there is no Owner Default, Surety' g completion of the Contract; after: professional, and delay costs resulting from at the addresses described or 6 2 Additional legal, design p from the delay c or failure resulting act m 3.1. Owner has notified Contractor and Surety, declaring d addresses a Contractor Contractor's Default, and resulting Paragraph 10 below, that Owner d attempted e considering to arrange a conference with Contractor's tor's Paragraph and 4;and of Default and has requested and dttnmp specified in the Contractor and Surety to be held not later than 15 Contract. If receipt 6.3. Liquidated damages, or if no liquidated damages � or non- of performing delayed performance such notice to discuss methods P Contract, actual damages caused by Y time to and Surety agree, ,Contractor shall�ment shall not waive Contract, actual of l damages time r' perh,if the Contract, but to declare an agreement Owner's right,if any,subsequently to declare a Contractor Default;and 7 Surety 1 terminated shall not be liable to Owner or others for obligations of Contractor that t of action Contract. Such Contractor Default are unrelated to the Contract, and the such of the Contract Price rishall not be 3 2, Owner has declared a Contractor than days and formally ntr cl Y reduced or set off on account of any yersoh unrelated entity other than Owner right h of action have right to comp 3.1; and Surety shall not be declared earlier than 20 days after executors,accrue m on this Bond r any P provided in Paragraph 3.1;and exeartors,administrators,or successors• have received notice asp change, including changes of time, to agreed to pay the Balance of the Contract Price to: g Surety hereby waives notice of any orders,and other obligations. 3.3. 1. Surety has ag Contract or to related subcontracts,p be instituted in any 1. Surety in accordance with the terms of the Contract; 9. Any perform the proceeding, legal or equitable, under this Bond may pursuant to Paragraph 4.3 top court of competent jurisdiction in the location in chi atee Work or part of the 2, Another contractor selected P Work is located and shall be instituted within two years red after two years after Surety or Contract. within two years after Contractor ceased working whichever occurs first. If shall promptly law,the minimum period refuses or fails to perform its obligations or under by 4. When Owner has satisfied the conditions of actions:h 3,Surety P the provisions of this paragraph and at SuretAs expense take one of the with co of Owner, to perform and of limitation available to sureties as a defense in the jurisdiction of the suit shall be 4.1. Arrange for Contractor, with consent applicable. complete the Contract;or 10. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the perform and complete the Contract itself, through its address shown on the signature page. requirement in 4 2, Undertake to p l with a statutory 9 agents or through independent contractors;or table 11. When this Bond has been furnished to comply with any statutory r in rem Bonn 4.3. to Obtain Owner or negotiated tract proposals from qualified contractors of the Contract, the location where the Contract was to be performed, conflicting with said statutory requirement shall be deemed deleted herefrom and Owner and shall be shall be deemed incorporated ref m an Contractor Owacr rot a ec edact for Owner's rr con a rence, to by�red with provisions conforming to such statutory arrange for a contract to be prep herein. The intent is that this Bond shall be construed as a statutory bond and not as Contractor selected with bod concurrence, by a qualified surety performance and payment a to Owner the a common law bond. equivalent to the bonds issued on the Contract,6in�c s of the Balance 12. Definitions. of the Contract damages P i incurred tbParagraph r resulting from Contractor a able by Owner to of the Contract Price incurred by adjustments have Owner been 12.1 Balance of the Contract Price: The total amount p Default;or completion, or Contractor under the Contract after all proper amounts received or to perform and complete, arrange r comp made,including allowance to Contractor of any 4.4. ircue its right top under the be received by Owner in settlement of insurance orll other Claims P proper with reasonable promptness reduced by obtain a new contractor and damages to which Contractor is entitled, circumstances: be liable payments made to or on behalf of Contractor under the Contract. 1. After investigation,paymhe therefor to Owner;a after for he amount isldetermined, all Contract Documents and changes to Owner and,as soon asp 12.2. Contsign: The agreement ran l between all Owner and Contractor identified nd c es the signature page, tender payment therefor to Owner;or thereto. 2. Deny liability in whole or in part and notify Owner citing reasons therefor. 12.3. Contractor Default: Failure of Contractor, which has neither been 5. If Surety does not proceed perform remedied nor waived,to p or otherwise to comply with the terms as provided in Paragraph 4 with reasonable of the Contract. shall be deemed to be in default on titrde�n demanding that Surety promptness, Surety 12.4. Owner Default:Failure of Owner,which has neither been remedied nor waived,Default: pay Contractor of Owner, as required by the Contract been to perform and receipt of additional tOwner.net. notice from Owner to provided 4.4, and complete or comply acto the otherre by thereof. Co. perform its obligations under this Bond,and Owner shall rovided intParagraph nforce any Owner available fues the to payment If Surety proceeds has denied liability, in whole or in a meat tendered or Surety remedy available Owner without further p Y part,without further notice Owner shall be entitled to enforce any to Owner. �� FOR INFORMATION ONLY-Name, Address anima Telephone f• Z> c.. 55113 rate gg Surety Agency or Broker Csdss3* . Cam►= Owner's Representative(engineer or other party) 00610-2 I I 1 ACKNOWLEDGMENT OF PRINCIPAL (Corporation) STATE OF: A COUNTY OF: 4/7.24.427 1 On this day, May 19, 2006, before me personally come(s)James E. Schendel t I known, who, being by me duly sworn, deposes and says that he/she re Hanover, MN, that he/she is the President of the Burschville Construction, to me resides in the City of corporation described in and which executed the foregoing instrument; that he/she know I chon, Inc. the of the said corporation; that the seal affixed to the said instrument is such corporate knows the seal s was so affixed by the order of the Board of Directors of said corporation, and that he/she hat it his/her name thereto by like order. signed Ir7,4z7.77, +a fir/'/ ),ee_,Le_i ,7 j ,,,,4 Cifeit) ■4., i Li,'Y t,I;H!::: :;:N;t,:S.0■A 0. / , ' ; My,&,,aos.:,�,, ,.;es ;p Notary Public I ACKNOWLEDGMENT OF SURETY STATE OF: Minnesota COUNTY OF: Ramsey 1 On this day, May 19, 2006, before me personally come(s)Kurt C. Lundblad, to 1 personally known, who being by me duly sworn, did say that he is the aforesaid officer or Attorney-In-Fact of the Western Surety Company, a corporation; that the me foregoing instrument is the corporate seal of said corporation, and that said instrument affixed s the I signed and sealed in behalf of said corporation by the aforesaid officer, by authority rument was of directors; and the aforesaid officer acknowledged said instrument to be the free of its board said corporation. act and deed of 1 / 7 otary Public TS;a M;, wiii iJil ,}ies Jed', J ,2U10 I I r Western Surety Company rPOWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know MI Men By These Presents,That WESTERN SURETY having its principal office in the City of Sioux Falls,and Stat So South Dakota,and that does bCO�°mhon,is a duly organized and existing corporation make,constitute and appoint by virtue of the signature and seal herein affixed hereby ID R Dougherty,Jack Cedarleaf II,Kurt C Lundblad, C A Housh,E Lange,Individually I of Saint Paul,MN,its he and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, r bonds,undertakings and other obligatory instruments of similar nature ty y �,seal and execute for and on its behalf -In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were Attorney,pursuant to the authority hereby by a duly authorized officer of the corporation and all the acts of said I Y given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse the shareholders of the corporation, hereof,duly adopted,as indicated,by IIn Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be sired by its Senior Vice President and its corporate seal to be hereto affixed on this 20th day of October,2004. r per N WESTERN SURETY COMPANY I r _ ,p DaK� "lir loT State of South Dakota ) Paul .Bruflat,Senior Vice President ICounty of Minnehaha )} ss On this 20th day of October,2004,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose he resides in the City of Sioux Falls,State of South Dakota;that he is the Senior Vice President of WESTERN SURE TY COMPANY described in and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is s uch corporate seal;that it was p se and say: that so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority,and I acknowledges same to be the act and deed of said corporation. My commission expires :%%%%%%%%%ti,,,,,,yti,•,•,•,,, + r f November 30,2006 D. KRELL r J i NOTARY PUBLIC i r SOUTH DAKOTA + / l +%%%%%%%%%%%%%%%%%%%%%%%+ 1 / CERTIFICATE D.Krell,No : Public I,L.Nelson,Assistant Secretary of WESTERN SURETY force,and Nelson,,As Y corporation COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in I certify that the By-Law of the co oration rinted on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this day of +.09:.)-0 WES ERN SURETY I "P 0"���a COMPANY i a Fonn F4280-01-02 • L.Nelson,Assistant Secretary r Authorizing By-Law THE SHAREHOLDERS OF WESTERN SURETY COMPANY ADOPTED BY of the following By-Law duly adopted by the shareholders This Power of Attorney is made and executed pursuant to and by authority of the Company s Powers of Attorney, or other obligations of the corporation shall be executed xecute h other policies, undertaking , Treasurer, or any Vice President,or by Section 7. All bonds, a and Assistant Secretary, or the Treasurer Company by the President, Secretary, Vice President,Secretary,any Assistant Secretary, corporate name o the Comp Y Y authorize. The President,any sin Secretary, of the Company. officers as the Board s Directors may to issue bonds,policies,or undertaking in Fact or agents who shall have authority policies,undertakings,Powers of Attorney or other obligations of the The corpora Attorneys of any bonds,p ' The corporate seal is not necessary for the validity printed by facsimile. corporation. The signature of any such officer and the corporate seal may be p 1 1 1 1 1 - PAYMENT BOND N �z9 169039 Any singular reference to Contractor, Surety, Owner, or other party shall be considered lural P where applicable. CONTRACTOR (Name and Address): IIBurschville Coaatmuctiin, Inc. SURETY(Name and Address of Principal Place of Business): lift 65, H er, NN 35341 Western Surety Y OWNER(Name and Address): Eden Avenue, Suite 3W, Edina,City of Oak Park Heights 5281 Eden 35436 I14168 Oak Park Blvd., Oak Park Blighter, MN CONTRACT Date: Nay 15, 2006 Amount: Seven Hundred Pour Thousand, . Description(Name and Location): One Hundred Forty Two & 68/10t? II Avenue North and Norwich Avenue N ($704,142.68)trt and Do]laret IUtility improvements, Oak Park He orb Street and BOND tea, NM Bond Number: 929 369059 Date (Not earlier than Contract 006 Date): gay 19, 2 Amount: Seven rNd pour Thousand, One Modifications to this Bond Form: None Bled forty Two & 68/100 Dollars(5704.142.6x) Dolrs Surety and Contractor, intending to be legally bound hereby, subject to the terms printed on the rever se side hereof, do each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL Company:BUgsC LLE CONSTRUCT/ON. INC. SURETY Signature:41p,,,,,,,__ .` No Fes.. ) � P SUR.& Name an. ►,!; ea —' (Seal) COWAN? Proaideat Surety's Name and Corporate Seal (Seal) By: Signature and'I itl Kurt C. Landblad. At (Space is provided below for si (Attach Power of Attorney) parties,if required.) y"'It>r'fSCt gnatures of additional / / ' Attest: %�`/L, Signature . .d Title T. Curran Bond CONTRACTOR AS PRINCIPAL tJndearerrit Company: SURETY Assistant Signature: Name and Title: (Seal) Surety's Name and Corporate Seal (Seal) By: Signature and Title (Attach Power of Attorney) Attest: Signature and Title: EJCDC No.C-615(2002 Edition) Originally Ptepared through the joint efforts of the Surety Association of America, E ngineers Joint Contract Documents Committee, the Associated General Contractors of America,the American Institute of Architects,the American Subcontractors Association,and the Associated Specialty Contractors. 00615-1 •, w r if any, under any jointly and severally,bind themselves,their heirs, the Anowed of the Contract Contractor and to under atisfy claims,Contract shall be used for 1. Contractor and Surety,J° Y pay for labor, performance and Owner accepting this Bond, performance bond. By Contractor furnishing ff and in the accepting this B the the Contract,administrators,is furnished by Claimants for in the performance of they agree that all funds earned by materials,and equipment rated herein by reference. completion under the Contract,which is incorporated Contract are dedicated to satisfy of for and fin ty un er use respect to Owner,this obligation shall be null and void if Contractor: this Bond, subject to Owner's priority 2. With Pe the Work. for all sums due or others for obligations of 2 1 Promptly makes payment, directly or indirectly, 9, Surety shall not be liable to Owner,Claimants, Claimants,and Contractor that are unrelated to the Contract. t sashall S not a,liable and shall of any costs or expenses of any to, give ,notices on 2.2. Defends, indemnifies, and holds harmless Owner from all bairns, payment by Contractor by any have under this Bond no obligations to make payments demands, entity or suits alleging non-payment ierials,or equipment for use behalf of,or otherwise have obligations to Claimants under this Bond. person or entity who furnished labor, than a including changes of time,to performance of the Contract, provided Owner haspromptly in the pe (at the addresses described in 10. Surety hereby waives notice of any change,including and other obligations. Paragraph Contractor and Surety paragraph 12) of any claims, demands, liens, or suits and tendered the Contract or to related Subcontracts, defense of such claims, demands, liens, or suits to Contractor and 11. No suit or action shall ent jurisdiction m the location tm under this Bond other I which the Work or Surety,and provided there is no Owner Default. than in a court of competent part of the Work is located or after the expiration n}of one year from e date(1) this directly a r indirectly,shall be null and void if on which the Claimant gave the notice required rforme. by anyone or 3, With respect to Claimants, g for all sums due. Contractor promptly makes payment,drectly or indirectly, 4.2.3, or(2)on which the last labor or service was performed under the the last materials or equipment were furnished by If the under Construction Contract, whichever of(1)or(2) law, the minimum period of 4. Surety shall have no obligation to Claimants under this Bond until: of this paragraph are void or prohibited by 4.1. Claimants who are employed by or have a direct contract with (at the addresses described in limitation available to sureties as a defense in the jurisdiction of the suit shall Contractor have given notice to Surety( be applicable. Paragraph 12) and sent a copy, or notice thereof,to`V Owner,substantial stating pp that a claim is being made under this Bond and, 12. Notice to Surety,Owner,or ContractorAal receipt of notice by Sure , to Ye accuracy,the amount of the claim. addresses shown on the signature page. 4.2. Claimants who do not have a direct contract with Contractor: Owner, or Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. requirement 1. Have furnished written notice to Contractor and sent a copy, or 13. When this Bond has been furnished to comply statutory rvision in this notice thereof, or Owner, within 90 days after having last requirement a per shall be deemed deleted performed labor or last furnished materials or equipment included in the location where the Contract was to be Pe requirement shall be to such sttutory 9 in claim claim stating,with the party to whom the amount of the Bond conflictingavi herein.n The to is that this Bond shall be construed as equip and the name of the party to for the the labor or deemed incorporated herein. The conforming done or were furnished or supplied,or for whom the labor was a statutory Bond and not as a common law bond. done or performed;and person or entity appearing to be a potential 14. Upon request of any p furnish a to of this Bond 2. Have either received a rejection id whole or in part from P the above beneficiary of this Bond,Contractor shall promptly or shall permit a copy to be made. Contractor,or not received within 30 days of furnishing notice any communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly;and 15. DEFINITIONS have sent a having a direct contract with 3. Not having been paid within the above 30 days, 15.1. Claimant: An individual or entity g written notice to Surety and sent a copy, under notice thereof, to Contractor,or with a first-tier subcontractor of Contractor,to of die Owner, stating that a claim is being made unoti this Bond and labor, materials, or equipment for use in the Pe enclosing a copy of the previous written notice furnished to Contract. The intent of this Bond shall be include that without limitation in the terms "labor, materials or equipment" Contractor• power, light, heat, oil, gasoline, telephone service, or water, gas, p° C 5.ontractor If a for notice to by a Claimant is sufficient by Paragraph 4 is provided by Owner to rental equipment used in the Contract, architectural and engineering Contractor or to Surety,that is sufficient compliance. services required for performance of the Work of Contractor and Paragraph 4, the Surety Contractor's Subcontractors, and all other items for the which a mechanic's lien may be asserted in the jurisdiction 6. When a Claimant has satisfied nsteetal�endthie following lowing acrd materials,or equipment were furnished. shall promptly and at Surety's Pe 6.1. Send an answer to that Claimant, with a copy to Owner, within 45 agreement between Owner and Contractor identified on 15.2. Contract:The age the signature page, including all Contract Documents and changes and after receipt h the claim,in ny amoounts amounts a p ter. led thereto. and the basis for challenging Y undisputed amounts. 15.3. Owner Default: Failure of Owner,which has neither been remedied 6.2. Pay or arrange for payment of any P Contractor as required by the Contract or to and the nor waived, to pay s total obligation shall not exceed the amount of this good faith faith by perform and complete or comply with the other terms thereof. 7. Surety's made in g amount of this Bond shall be credited for any payments Surety. FOR INFORMATION O� at ell oq° g•Ina•i •� hail NA I Surety Agency or Broker: Owner's Representative(engineer or other party): 00615-2 I I ACKNOWLEDGMENT OF PRINCIPAL (Corporation) ISTATE OF: fil COUNTY OF: On this day, May 19, 2006, before me personally come(s)James E. Schendel to me I known, who, being by me duly sworn, deposes and says that he/she resides in the City of Hanover, MN, that he/she is the President of the Burschville Construction, Inc. the corporation described in and which executed the foregoing instrument; that he/she knows the seal I of the said corporation; that the seal affixed to the said instrument is such corporate was so affixed by the order of the Board of Directors of said corporation, and that he/she silgned his/her name thereto by like order. �/' , PAMELA T. CJfFrJ g- tv, NorRY PUBLIC-MINNESOTA f//� —t—L.LL�r L otary Public . My anmissian F.xpares Jar 2810 ' •'y`h_:.�w._.f,C•.T ,.---.. .:.-.i ) ACKNOWLEDGMENT OF SURETY ISTATE OF: Minnesota COUNTY OF: Ramsey On this day, May 19, 2006, before me personally come(s)Kurt C. Lundblad, to me Ipersonally known, who being by me duly sworn, did say that he is the aforesaid officer or Attorney-In-Fact of the Western Surety Company, a corporation; that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument was Isigned and sealed in behalf of said corporation by the aforesaid officer, by authority of its board of directors; and the aforesaid officer acknowledged said instrument to be the free act and deed of said corporation. I / / .1 . ,,,„ .0-:::A FA(milt f-J'-�i'� Mil\ L0 - � Notary LLL�� :� 4 ��� >v�i, ryPublic �.Im! My Grp iS,iLn c,tp;es Jai) 31,2013 rti I Western Surety I Company POWER OF ATTORNEY APPOINTING INDIVIDUAL,ATTO RNEY-IN-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota Corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature rp n make,constitute and appoint gn a and seal herein affixed hereby D R Dougherty,Jack Cedarleaf II,Kurt C Lundblad, C A Housh,E Lange,g ,Individually I of Saint Paul,MN,its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to si I bonds,undertakings and other obligatory instruments of similar nature ty y sip,seal and execute for and on its behalf -In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and b the shareholders of the corporation. by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by In Witness Whereof,WESTERN SURETY COMPANY be hereto affixed on this 20th day of October,2004. has caused these presents to be signed by its Senior Vice President and its corporate seal to ' Er WESTERN SURE 4,-----, o$ SURETY COMPANY iW•4O 7 '�s Sf A�,PM< �'ijN pFµp1 State of South Dakota l Paul .Bruflat,Senior Vice President ICounty of Minnehaha ) ss On this 20th day of October,2004,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is the Senior Vice President of WESTERN SURETY COMPANY desc which executed the above instrument;that he knows the seal of said corporation;that the seal affix nbed in and so affixed pursuant to authority given by the Board of Directors of said corporation and that he sited h s'namev eretospu uantpto li es uthority,and I acknowledges same to be the act and deed of said corporation. My commission expires l�.tia..a..Stitiati644yyyyytiti,,,,4+ November 30,2006 +j D. KRELL i remit NOTARY PUBLIC i i `"��SOUTH DAKOTA S i + + / i CERTIFICATE ell,No/ry Public I, L.Nelson,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in I force,and furt her certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this t_day of may,/ suaErr WEST R N /49DiOr°D SURETY COMPANY t 1. Form,F4280-01-02 . L.Nelson,Assistant Secretary Authorizing By-Law BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY s ADOP TED the shareholder This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by of the Company. of Attorney, or other obligations of the corporation shall be executed in the Section 7. All bonds,policies, undertake n g s Powers Treasurer,or any Vice President,or by such other an by the President, Secretary, and Assistant Secretary, or the Treasurer offices as name o the Company Y Vice President,Secretary,any Assistant Secretary, officers as the Board of Directors may authorize. The President,any appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies,Powers d f Attorney or other obligations f he Company.the may cop bonds,policies,undertakings, ' The corporate seal is not necessary for the validity of any corporation. The signature of any such officer and the corporate seal may be printed by facsimile. I I 1 I I 1 I 1 I $pneStri" Owner: Ci of Oak Park Hei•hts,14168 Oak Park Blvd.,Oak Park Heil hts,MN 55( Date Ma 12,2006 RASene ; Andellik& Contractor: Burschville Construction,Inc.,11440 8th Street NE,Hanover,MN 55341 Bond No: Associates 55436 Engineers Architects Bond Co *an : Western Sure Co.,5201 Eden Ave.Ste.300,Edina,MN CHANGE ORDER NO. 1 NOVAK AVENUE NORTH� IMPROVEMENTS PROJECT ORTH UTILITY AND STREET BRA FILE NO. 000055-05140-0 • Description of W ork Completion. The following dates are based on a provides for revision of the dates for Substantial Comp Peeing the This Change Order p revised Start Date of June 15,2006. If the Start Date is deaed�ll need to be Developer's enegotiated. Adjustments are as follows: mass site grading,the Completion Dates and the bid prices A. All utilities shall be completed by July 18,2006. B. Testing on all utilities shall be completed by August 1,2006 gutter shall be completedby August 15,2006. C. Gravel base, and curb and Su letedby September 5,2006. D. Bituminous base and binder shall be comp completed September 18,2006 E. Bituminous pathway and pedestrian ramps shall be comp by by October 31,2006. F. Street lights and all restoration shall m current be completed bid unit prices. This Change Order provides for no change 550514OCHO1 Original Contract Amount $704,142.68.00 Previous Change Orders .00 This Change Order $7041$0$0.68 Revised Contract Amount(including this change order) , CHANGE IN CONTRACT TIMES Original Contract Times: Substantial Completion(days or date): Ready for final Payment(days or date): Increase of this Change Order: Substantial Completion(days or date): Ready for final Payment(days or date): Contract Time with all approved Change Orders: Substantial Completion(days or date): Ready for final Payment(days or date): Recommended for Approval by: BONESTROO,ROSENE,ANDERLIK& ASSOCIATES,INC. Date: .e4 Approved J Approved by Contractor: Approved by Owner: BURSCHVILLE CONSTRUCTION,INC. CIT O• PARK HEIGHTS 1 _, e Date Date cc: Owner Contractor Bonding Company Bonestroo&Assoc. 5505140CHO1.xls I DOCUMENT 00800 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. C-700, 2002 Edition) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. if The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below,which are applicable to both the singular and plural thereof. IARTICLE 1 -DEFINITIONS AND TERMINOLOGY SC-1.02 Add the following new paragraph immediately after Paragraph 1.02.F: G. The Specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words shall be" are included by inference where a colon(:)is used within sentences or phrases. ARTICLE 2 -PRELIMINARY MATTERS it SC 2.02.A Amend the first sentence of Paragraph 2.02.A by striking out the word "ten" and inserting the word"five." ARTICLE 4 -AVAILABILITY OF LANDS: SUBSURFACE AND PHYSICAL CONDITIONS, REFERENCE POINTS SC-4.02 Delete 4.02.A and 4.02.B in their entirety and insert the following: A. No reports of explorations or tests of subsurface conditions at or contiguous to the Project Site are known to the Owner or Engineer. ARTICLE 5 -BONDS AND INSURANCE SC-5.01 Add the following new paragraph immediately after Paragraph 5.01.C: D. Separate Performance and Payment Bonds should be submitted utilizing EJCDC Form C-610 and C-615 (2002 Edition)or a similar bond form if approved by Owner. 000055-05140-0 CD 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00800-1 SUPPLEMENTARY CONDITIONS I SC-5.03.B Delete Paragraph 5.03.B in its entirety and insert the following: i B. Failure of Owner to demand such certificates or other evidence of full compliance fil with these insurance requirements or failure of Owner to identify a deficiency from evidence provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. C. By requiring such insurance and insurance limits herein, Owner does not represent that coverage and limits will necessarily be.adequate to protect Contractor and such coverage and limits shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner in the Contract Documents. SC-5.04 Add the following new paragraph immediately after Paragraph 5.04.B: C. The limits of liability for the insurance required by Paragraph 5.04 of the General 1 Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: 1. Worker's Compensation Insurance Coverage A- Statutory Coverage B - $500,000 Each Accident $500,000 Disease-Policy Limit $500,000 Disease-Each Employee i 2. Commercial General Liability $1,000,000 General Aggregate $1,000,000 Products/Completed Operations Aggregate $1,000,000 Each Occurrence $1,000,000 Personal Injury . 3. Comprehensive Automobile Liability I $1,000,000 Combined Single Limit - Bodily injury and property damage. All owned, non-owned, and hired vehicles. 4. Umbrella Excess Liability $1,000,000 Each Occurrence $1,000,000 Aggregate 1 Umbrella excess liability shall be a combined single limit which shall provide excess liability insurance over Commercial General Liability, Comprehensive Automobile Liability, and Employers Liability. II 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00800-2 SUPPLEMENTARY CONDITIONS • I 5. The following persons or entities shall be included as additional insured on the Commercial Liability, Comp rehensive Automobile Liability, and Umbrella Excess Liability. This coverage shall be primary and noncontributory: Owner. Engineer. SC-5.06.A Amend the first sentence of Paragraph 5.06.A to read: A. Contractor shall purchase and maintain during the entire construction period a Builders Risk Property Insurance Policy in the amount of the full replacement cost of the entire work at the Project Site. The insurance policy shall comply with the provisions of Paragraph 5.06.A1 through 5. .A7. A minimum deductible of $1,000 each claim shall apply to this insurance and the risk 06 of loss of the applicable deductible shall be born by Contractor, subcontractor, or others suffering such loss. In addition, the provisions of Paragraphs 5.07, 5.09, , and 5.10 shall apply with the exception that Contractor shall act as fiduciary for the insureds as their interest may appear and adjust the loss with the insurance company. SC-5.06.A Add the following new item immediately after Item 5.06.A7: 8. The Builder's Risk Insurance required herein shall apply to projects involving construction of structures and buildings only. The requirements of this Section shall be waived on projects involving only underground utilities, grading, street improvements, and similar construction work but any damage or loss to property shall be at the sole responsibility of Contractor until final acceptance of the work. ARTICLE 6- CONTRACTOR'S RESPONSIBILITIES SC-6.08.A Amend the first sentence of Paragraph 6.08.A by replacing the words "the Supplementary Conditions"with the words"Division 1 —General Requirements." SC-6.19.A Delete r� lete the words"representation of'in the second sentence. ARTICLE 10 - CHANGES IN THE WORK; CLAIMS SC-10.05.B Amend the first sentence of Paragraph 10.05.B by replacing the words "30 days" with the words "10 days." Amend the third sentence of Paragraph 10.05.B by replacing the words"60 days"with the words"30 days." ARTICLE 13 -TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK SC-13.07.A Amend the first sentence of Paragraph 13.07.A by striking out the words "one year" and inserting the word"two years." 000055-05140-0 ©2006 Bonestroo,Rosene, 00800-3 SUPPLEMENTARY CONDITIONS Anderlik&Associates,Inc. I ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION SC-14.02.B5 Add the following new item immediately after Item 14.02.B5d: e. Contractor's failure to make acceptable submittals in accordance with the accepted schedules. ARTICLE 16—DISPUTE RESOLUTION SC-16.01 Delete Paragraph 16.01.0 in its P entirety and insert the following in its place: C. If the claim is not resolved by mediation, Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C3 or 10.05.D shall become final and binding 30 days after termination of the mediation, unless within that time period Owner or Contractor: 1. elects in writing to demand arbitration of the claim, pursuant to Paragraph SC-16.02, or 2. agrees with the other party to submit, the claim to another dispute resolution process. SC-16.02 Add the following new paragraph immediately after Paragraph 16.01: SC-16.02 Arbitration A. All claims or counterclaims, disputes, or other matters in question between Owner and Contractor arising out of or relating to the Contract Documents or the breach thereof(except for claims which have been waived by the making or acceptance of Final Payment as provided by Paragraph 14.09), including but, not limited to those not resolved under the provisions of Paragraphs SC-16.01.A and 16.01.B will be decided by arbitration in accordance with the Construction Industry Dispute Resolutions Procedures of the American Arbitration Association then in effect subject to the conditions and limitations of this Paragraph SC-16.02. This agreement to arbitrate and any other agreement or consent to arbitrate entered into will be specifically enforceable under the prevailing law of any court having jurisdiction. B. The demand for arbitration will be filed in writing with the other party to the Contract and with the selected arbitrator or arbitration provider and a copy will be sent to Engineer for information. The demand for arbitration will be made within the 30 day period specified Y P m Paragraph SC-16.01.0 and in all other cases within a reasonable time after the claim or counterclaim, dispute, or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim or other dispute or matter in question would be barred by the applicable statue of limitations. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 00800-4 SUPPLEMENTARY CONDITIONS I SECTION 01100 SUMMARY PART 1 - GENERAL 1.01 SECTION INCLUDES A. Basic description of the Project and work restrictions. 1.02 SUMMARY OF WORK A. Project Name: Novak Avenue North and Norwich Avenue North Utility and Street Improvements for the City of Oak Park Heights,Minnesota. B. Description of Work: This work consists of the installation of sanitary sewer, water main, storm sewer,bituminous streets, and concrete curb and gutter. 1.03 COMPLETION DATES A. Substantial Completion: Set forth in the Agreement. B. Final Completion: Set forth in the Agreement. 1.04 LIQUIDATED DAMAGES A. Provisions for liquidated damages, if any, are set forth in the Agreement. 1.05 WORK RESTRICTIONS A. Use of Project Site: Ii. Location of construction facilities, staging areas, product stockpiles, material storage, and temporary construction shall be discussed at the pre- construction meeting. All items shall be removed upon completion of work. 2. Contractor responsible for snow removal and disposal from the Owner's property if necessary to maintain access and working space during construction. 3. Keep existing driveways and entrances clear and available to the public and to the Owner. 4. If additional space is needed, obtain and pay for such space off Project Site. 000055-05140-0 ®2006 Bonestroo,Rosene, SUMMARY Anderlik&Associates,Inc. 01100-1 B. Working Hours 1. Construction Activity can be conducted between the hours of 7:00 A.M. I and 7:00 P.M., Monday — Saturday. This includes the start up of any equipment. 2. No work can be conducted on the following holidays: a. Memorial Day. b. 4th of July. c. Labor Day. C. Access to Project Site: 1. Access to Project Site shall be from 58th Street North. D. Other Work at Project Site: 1. The installation and revision of electric ower, telephone ephone lines, gas lines, and cable TV by private utilities is anticipated. 2. Commercial development will be under construction between Novak Avenue North and Norwich Avenue North. PART 2 -PRODUCTS Not Used. PART 3 - EXECUTION I 3.01 MEASUREMENT AND PAYMENT A. All work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. END OF SECTION 1 I 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 01100-2 SUMMARY I SECTION 01200 IPRICE AND PAYMENT PROCEDURES IPART 1 - GENERAL 1.01 SECTION INCLUDES IA. Administrative and procedural requirements pricing of work,and request for payment procedures. I 1.02 ALTERNATES 1 A. This article identifies each Alternate by number and describes the basic changes to be incorporated into the work as part of that Alternate. Refer also to the Specifications III and Drawings for information. B. Al ternates ma y be b accepted by the Owner in any order and maybe used to determine P Y the award of Contract consistent with the Instructions to Bidders. C. Alternates for Lighting. Description of items are in Section 16550-Roadway Lighting. 11 1. Alternate No. 1: I a. Replace Luminaire Type A luminaires located on Novak Avenue with Type B luminaires. Provide a deduct to the Bid Unit Price for Lighting Unit A. 2. Alternate No. 2: I a. Install a Lighting Unit A luminaire north of the 58th Street North and Norwich Avenue North intersection. Ib. The Lighting Unit A shall include the pole and luminaire fully installed. Payment at the Alternate No. 2 Lighting Unit A Price shall be full compensation for furnishing and installing all materials, including all hardware, fittings, internal wiring, and incidentals necessary to complete the work. ac. Conduit and conductors required for the additional lighting unit as shown on the Drawings shall be included in the Alternate No. 2. Id. Include the Bid Unit Price for the concrete light base required for the additional light pole to the Alternate No. 2. I I 000055-05140-0 I ©2006 Bonestroo,Rosene, 01200-1 Anderlik&Associates,Inc. PRICE AND PAYMENT PROCEDURES 3. Alternate No. 2A: a. Replace the Luminaire Type A luminaire in Alternate 2 with a Type B 1 luminaire. Provide a deduct to the Bid Unit Price for Lighting Unit A. 4. Alternate No. 3: a. Install a Lighting Unit A luminaire north of the East side of Norwich Avenue North and 60th Street North intersection. b. The Lighting Unit A shall include the pole and luminaire fully ,1; installed. Payment at the Alternate No. 3 Lighting Unit A Price shall be full compensation for furnishing and installing all materials, including all hardware, fittings, internal wiring, and incidentals necessary to complete the work. c. Conduit and conductors required for the additional lighting unit as shown on the Drawings shall be included in the Alternate No. 3. d. Include the Bid Unit Price for the concrete light base required for the additional light pole to the Alternate No. 3. 5. Alternate No. 3A: I a. Replace the Luminaire Type A luminaire in Alternate No. 3 with a Type B luminaire. Provide a deduct to the Bid Unit Price for Lighting Unit A. 1.03 BID UNIT PRICES A. Provide access and assist Engineer in determining actual quantities of Bid Unit Price work. B. Provide documentation to substantiate Bid Unit Price work. I C. If the Contractor delivers and places more of any material that is paid for on a Bid Unit Price basis than is required to perform the work and thereby causes the materials to be wasted, the quantity wasted will be deducted from the final measurement for that Bid Item. 1.04 PAYMENT PROCEDURES A. Engineer will provide initial Application for Payment Form at the Preconstruction Conference. 000055-05140-0 ©2006 Bonestroo,Rosene, 01200 Anderlik&Associates,Inc. -2 PRICE AND PAYMENT PROCEDURES I B. Submit 1 preliminary copy of progress payment application for review, consistent I with Article 14 of the General Conditions. Submit 4 signed copies of Application for Payment to Engineer prior to the dates identified at the Preconstruction Conference. C. Attach the following supporting documentation, in addition to the requirements of General Conditions Article 14: 1 1. Documentation to substantiate Bid Unit Price work. 2. Updated construction schedule consistent with Section 01330 — Submittal IProcedures. IPART 2 -PRODUCTS Not Used. IPART 3 -EXECUTION it3.01 MEASUREMENT AND PAYMENT A. Payment for the Alternates will be per Bid Unit Price as listed on the Bid Form. For Method and Measurement of Payment see Specification 16550-Roadway Lighting. B. All other work and costs of this Section shall be incidental to the Project and Iincluded in the TOTAL BASE BID. I END OF SECTION 1 i I a 1 I 000055-05140-0 I ©2006 Bonestroo,Rosene, 01200-3 Anderlik&Associates,Inc. PRICE AND PAYMENT PROCEDURES I 11 SECTION 01310 IPROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.01 SECTION INCLUDES iA. General requirements for overall Project coordination. I1.02 PROJECT COORDINATION A. All work shall be coordinated with the Engineer d Public t City Hall at 14168 Public 0ak Works Director and Staff number is Regular office hours are Park Boulevard.Their telephone 7:00 A.M. to 3:30 P.M. B. Contractor is responsible for coordinating the work of the Contract and the work of others relating to the Project. Contractor shall wo s bilities include cause mong others the �' and timely completion of the work. These respon following: 1. Coordinate activities of all subcontractors. 2. Inform emergency services(Police,ncer.) and Post Office of traffic si tuation Ias appropriate to Project circumstances. 3. Inform City Public Works Department of Project schedule and upcoming activities that will affect their operation. 1 4. Inform non-municipal utilities (gas, telephone, electric, etc) of Project schedule to allow for planning of any activities they wish to coordinate with the Project. I5. Maintain and coordinate access needs of adjacent properties. i1.03 UTILITIES A. Contractor must notify Gopher State One Call before starting construction in a given area,requesting utility locates in the field: 1. Engineer has requested information at time of construction document preparation on existing private utilities via design locate request through the Gopher State One Call Program: I a. Ticket Number 60005701 was assigned to this request. PROJECT MANAGEMENT AND 000055-05140-0 COORDINATION I A 2006 Bonestroo,Rosene, 01310-1 nderlik&Associates,Inc. I B. Known Information on Private Utilities: Known information regarding utilities is given below. This is not intended to be a comprehensive list of information on the private utilities,but rather a listing of information known by the Engineer at the time of preparation of these Construction Documents. It is the responsibility of the Contractor to verify the location and depth of all existing private utilities within the Project Site prior to submitting a Bid: 1 1. Buried utilities exist along the existing streets on the perimeter ofthe Project. C. Project Utility Sources: Coordinate work with the u ' ' I tlllty owners. A list of contacts for these is given below: 1• Water: City of Oak Park Heights lic Works (651 is Pu 1 (651) 439-4439. 2. Sanitary Sewer: City of Oak Park Heights, Public Works (651) 439-4439. 3. Storm Sewer: City of Oak Park Heights, Public Works (651) 439-4439. 1. 4. Electric: Xcel Energy, Sean Walker—(651) 779-3114. 5. Gas: Xcel Energy, Sean Walker- (651) 779-3114. 1 6. Telephone: Qwest, Scott Gresback—(612) 221-5359. 7. ComCast, Brad Greenwaldt—(651) 493-5307. Utility Locations Gopher State One Call 651-454-0002 D. City of Oak Park Heights requires 48 hour notice for all utility interruptions. E. The relocation and/or protection of all existing facilities must be coordinated by the Contractor and any costs for such work shall be the responsibility of the Contractor. 1.04 PERMITS A. Comply with the stipulations of the following permits,which have been applied for, and will be furnished by the Owner. 1. Minnesota Pollution Control Agency (MPCA) Permit for Sanitary Sewer Extensions. 2. Minnesota Department of Health(MDH)Permit for Water Main Extensions. 1 000055-051 -0 ®2006 g5n1 es40 troo,Rosene, Anderlik&Associates,Inc. PROJECT MANAGEMENT AND 01310-2 COORDINATION I I B. The Contractor shall apply and pay for the following permits: 1 1. MPCA Application for Permit Transfer/Modification. a 2. Refer to Section 01570 — Temporary Erosion and Sediment Control for directions regarding application process. C. Apply for,obtain,and comply with other permits,licenses,and approvals which may be required on the Project. I1.05 SURVEYING AND CONSTRUCTION OBSERVATION A. Provide En I a minimum of 48 hours notice in advance of the need for 1.06 PROJECT MEETINGS A. Administrative Requirements: 1 1. Project Superintendent or persons designated by the Contractor to attend and participate in the Project meetings shall have all required authority to commit 11 the Contractor to solutions agreed upon in the Project meetings. 2. Engineer will set the time and sites, and prepare the agenda for the meetings. I3. Engineer will prepare meeting minutes and distribute 1 copy to Contractor. g PY Notify Engineer of inaccuracies or discrepancies in the meeting minutes Iwithin 5 calendar days of receipt of the minutes. I 4. The attendance and cooperation of subcontractors and suppliers may be required. IB. Preconstruction Conference: 1. Provisions for the Preconstruction Conference are set forth in the General IConditions. 2. Requirements for preconstruction submittals are set forth in the General IConditions. Submittal procedures shall be consistent with this Section. C. Progress Meeting Procedures: 1 1. Engineer will schedule construction progress meetings throughout the duration of the Project to assess the progress of the work,identify and discuss IProject related issues, and discuss near-term construction activities. 000055-05140-0 I C 2006 Bonestroo,Rosene, PROJECT MANAGEMENT AND Anderlik&Associates,Inc. 01310-3 COORDINATION ■ I 1.07 CONSTRUCTION SCHEDULING A. Sequencing and Scheduling: I 1.e q Establish traffic control prior to start of work. 1.08 SUBMITTALS A. Submit a minimum of 4 copies of shop drawings plus the quantity of copies the Contractor wants returned. 1.09 PAYMENT PROCEDURES A. Engineer will provide initial application for payment form at the Preconstruction 1 Conference. B. Submit 1 preliminary copy of progress payment application for review consistent with Article 14 of the General Conditions. Submit 4 signed copies of application for payment to Engineer prior to the dates identified at the Preconstruction Conference. I C. Attach the following supporting documentation in addition to the requirements of General Conditions Article 14: II 1. Documentation to substantiate Bid Unit Price work. 2. Updated construction schedule consistent with Section 01310 — Project I Management and Coordination. II PART 2 -PRODUCTS Not Used I PART 3 -EXECUTION 1 3.01 CITY WATER SYSTEM A. Regulations of the Minnesota Department of Health as adopted by the City of Oak Park Heights prohibits the indiscriminate use of the City's water hydrants by persons other than City personnel. B. No direct connection will be allowed from a hydrant to a tank truck watering vehicle or hose. Contractor must provide a backflow preventer or fill pipe air gap equal to 1-1/2 times the diameter of the fill pipe or hose. C. All containers and testing equipment shall be clean and thoroughly disinfected to eliminate the possibility of contamination of the system. 000006 Bones-0 PROJECT MANAGEMENT AND C A 2006 Bonestsoci Rosene, 01310-4 COORDINATION Anderlik&Associates,Inc. I 3.02 TESTS A. Owner shall pay for all required tests: Il. If any test s to meet requirements fail cost of all subsequent quent tests to ' Contractor shall reimburse B. Contractor shall notify En ensure compliance. Owner for in advance of be glneer ofpit and sc ale location and other correlated 3.03 Ong work. i MEASUREMENT AND PAYMENT items A. All work and costs of this Section shall be incidental to the Project and included in END OF SECTION I I a I I V I 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 01310-5 PROJECT MANAGEMENT AND COORDINATION I I SECTION 01330 SUBMITTAL PROCEDURES PART 1 - GENERAL 1.01 SECTION INCLUDES A. Genera 1 procedures and requirements for submittals during the course of construction. 1.02 SEQUENCING AND SCHEDULING A. PART 2 Schedule submittals consistent with the Contractor's sche1 dule of shop drawings. -PRODUCTS Not Used PART 3 -EXECUTION 3.01 CONSTRUCTION SCHEDULE A. As work progresses,revise,update,and resubmit schedule as requested by Engineer. At a minimum, update schedule with each Application for Payment. Show all activities started or finished since previous schedule was submitted and show percentage of completion for each activity. 3.02 EMERGENCY CONTACT LIST IA. Before any work at the Project Site is started, submit a typed list on 8-1/2 inch x 11 inch paper outlining 24 hour on-call contacts for the Project. This list shall include the Contractor's safety representative, key representatives from the Contractor, subcontractors, and suppliers. Include the following information for each contact: I1. Company name. 2. Contact person(s). 3• Local and mobile phone numbers. 4. Fax number. I 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 01330-1 SUBMITTAL PROCEDURES 3.03 SHOP DRAWINGS AND MANUFACTURERS' INFORMATION h 6.17 of the General Conditions,except as I A. Conform to the requirements of Paragr a p modified herein. B. The minimum sheet size shall be 8-1/2 inch x 11 inch. Non-legible copies will not be reviewed. C. Submit a minimum of 3 copies of shop drawings, plus the quantity of copies the Contractor wants returned. 3.04 MATERIAL AND SAFETY DATA SHEETS A. Furnish Owner with current copies of Material Safety Data Sheets for all chemicals I and products on Project Site. 3.05 MEASUREMENT AND PAYMENT I A. All work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. I END OF SECTION I I I I I I I 000055-05140-0 2006 Bonestroo,Rosene, 01330-2 SUBMITTAL PROCEDURES Anderlik&Associates,Inc. I I SECTION 01400 IQUALITY REQUIREMENTS I PART 1 - GENERAL • 1.01 SECTION INCLUDES 1 A. Quality assurance. i1.02 REFERENCE STANDARDS IAWhenever reference is made to the Minnesota Department of Transportation . Specifications,such reference shall mean"Standard Specifications for Construction," 2000 Edition (MnDOT Spec.) and all subsequent revisions and supplements. The word"Engineer"is understood to refer to the Engineer for the Owner. 1.03 WORKMANSHIP IA. Comply with industry standards of the region, except where more restrictive tolerances or specified requirements indicate more rigid standards or more precise Iworkmanship. 1.04 TESTS AND INSPECTIONS A. Conform to the requirements of Article 13 of the General Conditions, except as modified herein. I B. Notify Engineer 48 hours prior to expected time for operations r equln n g tests and inspections. I C. Owner shall pay for all required tests, except as indicated in Specifications: I1. If any test fails to meet requirements, Contractor shall reimburse Owner for cost of all subsequent tests to ensure compliance. iD. Notify Engineer of pit and scale location and other correlated items prior to beginning of work. IPART 2 - PRODUCTS INot Used I 000055-05140-0 I ©2006 Bonestroo,Rosene, 01400-1 Anderlik&Associates,Inc. QUALITY REQUIREMENTS i I PART 3 - EXECUTION 3.01 MEASUREMENT AND PAYMENT I A. All work and costs of this Section shall be incidental to the.Project and included in the TOTAL BASE BID. I END OF SECTION I I r I I I I I 1 000055-05140-0 ©2006 Bonestroo,Rosene, 01400-2 Anderlik&Associates,Inc. QUALITY REQUIREMENTS I SECTION 01500 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Temporary utilities and miscellaneous temporary facilities required during p �' construction. 1.02 REFERENCES 1 A. Minnesota Department of Transportation"Standard Specifications for Construction," 2000 Edition(MnDOT Spec.). B. The Minnesota Manual on Uniform Traffic Control Devices(MMUTCD),including the Field Manual on Temporary Traffic Control Zone Layouts—Latest edition. IPART 2 - PRODUCTS Not Used. PART 3 - EXECUTION 3.01 MOBILIZATION A. Move personnel, equipment,materials, and all other items required to complete the work at the Project Site. B. Establish Contractor offices, building, or other facilities necessary for work on the Project. C. Temporarily hold or relocate utilities and any miscellaneous structures,such as signs, power poles, guy wires, and mailboxes disturbed. 3.02 SIGNS,MAILBOXES, ETC. REMOVAL AND REPLACEMENT A. Remove, store carefully, and replace all non-City or County owned signs,posts,etc. that may be within the Project Site as directed by Engineer. Owner will remove and replace Owner's signs. I I 000055-140-0 2006 Bonestroo,Rosene, 01500-1 TEMPORARY FACILITIES Anderlik&Associates,Inc. AND CONTROLS B. Remove existing mailboxes and posts,and temporarily install in locations determined by Engineer or as shown on Drawings. Replace mailboxes prior to Substantial Completion. Removal, temporary reinstallation, and replacement shall occur such that mail delivery is not interrupted. Mailboxes,posts,and appurtenances damaged during construction shall be replaced with new at no charge to Owner. I 3.03 TEMPORARY UTILITIES A. Provide and maintain all temporary facilities,utilities,and controls as long as needed for the safe and proper completion of the work. Remove all temporary facilities, utilities, and controls as rapidly as progress will permit or as directed by Engineer. J B. Temporary Water for Construction: 1. Use of new or existing hydrants is prohibited,exce p t for testing and flushing of newly installed mains. City Obtain water for construction from locations designated by t he C y of O ak Park Heights. C. Temporary Water for Construction: 1. Obtain water for construction from Owner at a hydrant. Obtain a meter and backflow preventor assembly from Owner. Return to Owner at completion. There is no charge for meter use during construction. I 3.04 CONSTRUCTION FACILITIES A. Sanitary Facilities: 1. Comply with all governing regulations,including safety and health codes,for sanitary fixtures and facilities. 2. Provide self-contained toilet units, or water and sewer connected temporary I toilet facilities consistent with governing regulations.Contractor may not use Owner's toilet facilities. 3. Provide and maintain adequate supply of toilet tissue, paper towels, paper cups,and similar disposable materials appropriate for each facility. Provide appropriate covered waste containers for used material. I 3.05 TEMPORARY CONSTRUCTION A. By Pass Pumping: 1. All sanitary flows shall be pumped around areas with no spillage allowed. I. 000055-140-0 ©2006 Bonestroo,Rosene, 01500-2 TEMPORARY FACILITIES Anderlik&Associates,Inc. AND CONTROLS I I I2. Any spill needs to be reported as required by law. B. Pumping and Dewatering: I1. Provide draining,pumping,dewatering,and cleaning operations necessary to complete the work. I2. Provide all necessary pumping to remove all surface water and groundwater from structures as required for the work.Provide erosion control measures for IIdischarge of water. 3. Protect Project Site and adjacent property to avoid damage. I 3.06 TRAFFIC CONTROL A. Provide and maintain all traffic control devices needed to guide,warn, control, and protect traffic throughout the Project Site. All traffic control devices and other 1 protective measures shall conform to MMUTCD. B. Remove traffic control devices at the conclusion of the work. IC. Flaggers are required to protect construction vehicles during unloading or construction materials. Conform to the requirements of the MMUTCD,the Flagging I Handbook included in the Field Manual for Temporary Traffic Control Zone Layouts, and the following: while on duty flaggers shall wear hard hats and reflectorized florescent orange rests; and flaggers shall be fully clothed when on duty with shirt or Iblouse, slacks or trouser, and sturdy shoes. D. Field Quality Control: I 1. Daily inspect and insure that all traffic control devices required by the Y p q Y construction are in accordance with the MMUTCD. Any discrepancy between the actual devices in use and the required devices shall be immediately rectified. 1 2. Furnish names, addresses, and phone numbers of at least 3 individuals responsible for the placement and maintenance of traffic control devices. At I least 1 of these individuals shall be "on call" 24 hours per day, 7 days per week during the time any traffic control devices furnished and installed by the Contractor are in place. I3. Provide access for emergency vehicles and busses to all residences at all times. I 000055-140-0 ®2006 Bonestroo,Rosene, 01500-3 TEMPORARY FACILITIES Anderlik&Associates,Inc. AND CONTROLS i 4. Respond to any request from the Engineer to improve or correct the usage of traffic control devices on or related to this Project within 1 hour of the time of notification. 5. Keep all traffic control signs and devices in a legible condition. This shall include but not be limited to removing grime and dust deposited on any device by traffic, natural causes, or when requested by Engineer. 3.07 TEMPORARY BARRIERS AND ENCLOSURES I A. Temporary Barriers: I 1. Provide temporary covers, enclosures,markers, and barriers as necessary to protect work. I, 2. Damage to the Project Site caused by removal of temporary fencing, including postholes, shall be promptly repaired by Contractor. During removal at no time shall the work remain unattended if a dangerous condition exists because of incomplete removal or Project Site repairing. 3.08 MEASUREMENT AND PAYMENT A. A Bid Item has been provided for Mobilization. Measurement is Lump Sum. This I will be considered payment in full for all work and costs of this Bid Item. The amount of the Lump Sum Bid shall not exceed 5 percent of the Total Base Bid: I 1. Partial payment of the Lump Sum Bid Item "Mobilization" will be made using a percentage based on the following: Cumulative Percent of Mobilization Item Paid First Partial Payment 50 Percent of original contract amount earned—25 70 Percent of original contract amount earned—50 90 1 Percent of original contract amount earned— 100 100 B. A Bid Item has been provided for Traffic Control. Measurement is Lump Sum. This will be considered payment in full for all work and costs of this Bid Item. C. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. I END OF SECTION 000055-140-0 ©2006 Bonestroo,Rosene, 01500-4 TEMPORARY FACILITIES Anderlik&Associates,Inc. AND CONTROLS I I SECTION 01570 TEMPORARY EROSION AND SEDIMENT CONTROL IPART 1 - GENERAL 1.01 SECTION INCLUDES I A. Temporary measures to control soil erosion and sedimentation. I1.02 RELATED SECTIONS A. Section 02315 —Excavation and Fill. 1 B. Section 02920—Lawns and Grasses. i1.03 REFERENCES A. Minnesota Department of Transportation"Standard Specifications for Construction," 2000 Edition(MnDOT Spec.): 1. 1803 —Prosecution of Work. 2. 2573 —Temporary Erosion Control. 3. 3733 —Geotextile. I4. 3876—Seed. 5. 3882—Mulch Material. 6. 3885 —Erosion Control Blanket. I7. 3886—Silt Fence. i8. 3887—Flotation Silt Curtain. 9. 3889—Temporary Ditch Checks. 10. 3891 —Inlet Protection. I11. 3893 —Sandbags. 12. 3911 —Calcium Chloride. i13. 3912—Magnesium Chloride Solution. 000055-05140-0 I ©2006 Bonestroo,Rosene, TEMPORARY Anderlik&Associates,Inc. 01570-1 EROSION AND SEDIMENT CONTROL I 14. Technical Memorandum No. 99-23-ENV-03 and Attachment. 15. Technical Memorandum No. 99-27-ENV-05. 16. Technical Memorandum No. 02-11-ENV-01. 17. Technical Memorandum No. 02-13-ENV-02. 18. Technical Memorandum No. 02-14-ENV-02. 19. Technical Memorandum No. 01-06-ENV-01. 20. Technical Memorandum No. 00-10-ENV-04. 21. Technical Memorandum No. 00-12-ENV-05. 22, Special Provisions S-25. 23. Special Provisions S-249. 24. Special Provisions S-250. 25. Special Provisions S-252. 26. p Special Provisions S-264. I 1.04 SUBMITTALS A. Erosion Control Plans: 1, Temporary osion Control Plan. 1 p or�' 2. Erosion Control Schedule: Conforming to MnDOT Spec. 1803.5G: a. Proposed erosion control installations and when they will be installed. permanent ermanent turf establishment and when it will be b. Areas ready accomplished. c. Grading operations an dhow erosion control will be incorporated into the work. d. Repair or maintenance required on erosion control installations and when it will be accomplished. TEMPORARY 0000 -05140-0 EROSION AND SEDIMENT CONTROL ®2006 06 Bonestroo,Rosene, 01570-2 Anderlik&Associates,Inc. I I 3. Completed application form for the transfer/modification of the MPCA's General Storm Water Permit for Construction Activity. B. Certification and Sampling: 1. Furnish a manufacturer's certification stating that the material supplied or conformhave s to attached the requiremtypical ents of lt this Section. The certification shall properties include results of tests for the specified , representative of the materials supplied. 1.05 QUALITY ASSURANCE A. Qualifications: 1. MnDOT Inspector/Installer Certification. 2. MnDOT Construction Site Manager Certification. 3. MnDOT Designer Certification. B. Certifications: Conform to MnDOT Spec. 1803.5D. 1.06 PERMITS A. NPDES Permit: 1. Contractor will be a co-permittee on the developer's NPDES permit. 2. Contractor shall submit to the MPCA an Application for Permit Transfer/Modification. 3. Contractor shall contact Aaron Kohler at Alliant Engineering, (612) 604- 1006, for information on the developer's NPDES permit. 4. Contractor shall submit a copy of this completed form to the Engineer at the Pre-Construction Meeting. 1.07 SEQUENCING AND SCHEDULING A. Conform to MnDOT Spec.p c. 1803.5: 1. Submit for approval the plan of operations for accomplishing tem or permanent erosion control. g P 'and 2. All temporary erosion control measures to be installed prior to activities. P any grading 000055-05140-0 TEMPORARY 0 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 01570-3 CONTROL AND SEDIMENT CON OL 1 I t erosion control measures are to be installed when deemed 3. Permanen the grading process. appropriate during 4. If the Contractor fails to install erosion or �minthe control measures are may withhold payment from related work undertaken by the Contractor: quality control program, a When the Contractor fails to conduct the q ty ermit, or does not conduct the inspection required in the NPD d erosion or fails to take action ordered by the Engineer to sediment control problems,the Engineer shall issue a Written Order to the Contractor. b. The Contractor shall respond within onduct the required work or be personnel,equipment,materials,and conduct noncompliance. subject to a$500.00 per calendar day deduction for B. Contractor is responsible for the establishment of permanent soil erosion accordance with Section 02920—Lawns and Grasses to prevent excessiv e PART 2 -PRODUCTS 2.01 SILT FENCE A. Machine Sliced Silt Fence: 1. Geotextile Fabric: Monofilament/Monofilament Geotextile conforming to MnDOT Spec. 3886.2A,Machine Sliced: a. Width: Minimum 36 inches. T-posts with welded plate weighing not less than 1.33 2, Posts: Standard steel T-p 60 inches. Minimum embedment is pound per lineal foot. Minimum length m�imum: 24 inches below ground surface a. Post spacing of 6 feet. b. Ditch Checks: 4 foot maximum spacing. 2.02 TEMPORARY CONSTRUCTION ENTRANCE A. Roc k Construction Entrance: 1. 3 inch size (minimum)washed river rock. 2. Geotextile: Conform to MnDOT Spec. 3733,Type 4. TEMPORARY EROSION AND SEDIMENT CONTROL O RY 000006 Bonestr C 2006 Bonestroo,Rosene, 01570-4 Anderlik&Associates,Inc. I B. Concrete Pad: 1. Manufacturer: Royal Erosion Control Systems,Cable Concrete,or approved equal. t2. System shall be made up of individual concrete blocks in an 8 foot x 16 foot mattress: a. Concrete Block: 15-1/2 inches square at the base and 11-41/1212i nches square at the top face (a truncated pyramid shape). inch iminimum block height. 2.03 STORM DRAIN INLET PROTECTION A. Paved streets with concrete curb and gutter inlet protection: 1. Road Drain Curb and Gutter: Manufacturer: Wimco,LLC. 2. Silt Screen: Manufacturer: Alpine Stormwater Management. B. Non-paved surfaces without curb and gutter inlet protection: B p 1. Silt fence box. 2. Road Drain: Manufacturer: Wimco,LLC. 3. Erosion Control Shroud: Manufacturer: Royal Anchor Systems, Inc. 4. Silt Sack: Manufacturer: ACF Environmental. 5. Verti* Pro as manufactured by Alpine Stormwater Management. 1 C. Alternate curb inlet protection devices: 1. Eco Block. 2. Straw or Excelsior Wattle (8 inch minimum diameter). 3. Filter Compost Sock: Manufacturer: Filtrexx. 4. Rock Barrier: a. Size: 3/4 inch to 1-1/2 inch clear aggregate only. b. Wire mesh and filter fabric. 5. Woven Type Sandbag Barriers conform to MnDOT Spec. 3893. 1rMruxARY 000055-05140-0 EROSION AND SEDIMENT CONTROL IC 2006 Bonestroo,Rosene, 01570-5 Anderlik&Associates,Inc. 2.04 DUST CONTROL A. Water shall be clear and free from suspended fine sediment. 1 B. Calcium Chloride: Conform to MnDOT Spec. 3911. C. Magnesium Chloride Solution: Conform to MnDOT Spec. 3912. 2.05 TEMPORARY MULCH I A. Conform to MnDOT Spec. 3882, Type 1. PART 3 -EXECUTION 3.01 GENERAL A. Conform to MnDOT Spec. 2573.3: 1. Minimize the amount of disturbed land that is susceptible to erosion. 2. Install the appropriate temporary erosion and sediment structural controls 11111 measures in accordance with approved sequence of construction. Clearing and grubbing operations shall be so scheduled and performed so that grading operations and permanent erosion control features can follow immediately thereafter. 3. The surface area of erodible earth material exposed at 1 time by clearing and grubbing, by excavating, by fill, or by borrow shall not exceed 1/3 of the Project length without written approval of the Engineer. I 4. Only disturb,clear,or grade areas necessary for construction. Delineate areas not to be disturbed: j a. Exclude vehicles and construction equipment from these areas to preserve natural vegetation. I 5. Maintain and preserve riparian and naturally vegetated buffer strips along water courses. 3.02 INSTALLATION A. Silt Fence: Conform to MnDOT Spec. 2573.3B3: 1. Silt fences shall be installed in the locations shown on the Drawings, using I the machine sliced installation method. 000055-05140-0 I C 2006 Bonestroo,Rosene, TEMPORARY Anderlik&Associates,Inc. EROSION AND SEDIMENT CONTROL 01570-6 1 II 1 2. If the silt fence is longer than 600 feet, it shall be constructed in separate I independent units with each unit having a length less than 600 feet. All splices shall be avoided whenever possible: I a. If necessary, sp lices will be made at an opposing fence post and according to the manufacturer's specifications. IB Temporary Rock Construction Entrance: 1. Rock construction entrance shall be installed in locations shown on the IDrawings. 2. Rock construction entrance shall be constructed before grading begins on the IProject Site. 3. Inspect rock construction entrance daily for mud accumulation. Temporary Mulching: Conform to MnDOT Spec.2573.3B2 and Special ProvisionS- C p ary g p 252, or as modified below: 1. For Seeded Sites, Apply: 2 tons/acre (4500 kg/ha), 1 to 2 inches (25 to 50 Imm) deep, covering 80 percent of the soil surface: a. Mulch shall be applied not more than 2 inches deep on seeded areas, Iunless it is incorporated into the soil by tracking, disking, or other `punching in' techniques. I 2. For Unseeded Sites, Apply: 2 to 3 tons/acre (4500 to 6700 kg/ha), 2 to 4 inches (50 to 100 mm) deep, covering ALL of the soil surface. 3. The mulch shall be evenly distributed by hand or machine to the desired depth of 2 to 4 inches and shall cover the exposed area to a uniform depth. I4. Mulch shall be anchored immediately to minimize loss by wind or water. j3.03 MAINTENANCE A. Conform to MnDOT Spec. 2573.3D, and as follows: 1. Contractor is responsible for inspection, maintenance, and repair of any I washouts or accumulations of sediment that occur as a result of the grading or construction. Restoration consists of grade repair,turf re-establishment,and street sweeping of mud and debris tracked from the Project Site. I 000055-05140-0 TEMPORARY I 2006 Bonestroo,Rosene, A EROSION AND SEDIMENT CONTROL Anderlik&Associates,Inc. 01570-7 1 2. Inspection of all erosion control items will take place immediately after each runoff event and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 3. Upon final acceptance of the Project and establishment of permanent erosion control measures,the Contractor shall remove all temporary erosion control measures. 4. Temporary mulching and temporary seeding/mulching are very effective at controlling erosion. However, these are considered temporary measures. These measures may need to be re-established several times throughout the duration of the work. 5. Maintain temporary construction entrances in a condition to prevent mud or sediment from leaving the construction Project Site: a. Replace gravel material when surface voids are visible. I b. After each rainfall, inspect any structure used to trap sediment and clean it out as necessary. c. Immediately remove all objectionable materials spilled, washed, or tracked onto public roadways. Remove all sediment deposited on paved roadways within 24 hours. B. Sediment Removal: Conform to MnDOT Spec.2573.3E and Special Provision S-25: 1. If an erosion control device has been reduced in capacity by 30 percent or more,the Contractor shall restore such features to their original condition. C. Mobilization, Emergency Erosion Control: Conform to MnDOT Spec. 2573.3H, Special Provision S-250, or as modified below: 1. Routine temporary erosion control measures are not considered to be part of Emergency Mobilization Erosion Control. g Y D. Control dust blowing and movement on Project Site and roads as directed by Engineer to prevent exposure of soil surfaces, to reduce on and offsite damage, to prevent health hazards, and to improv e traffic safety: 1. Dust control measures will be considered incidental. E. Acceptance of Work: Conform to MnDOT Spec. 2573.3C. eP P i 000055-05140-0 TEMPORARY 2006 Bonestroo,Rosene, EROSION AND SEDIMENT CONTROL Anderlik&Associates,Inc. 01570-8 I I 3.04 MEASUREMENT AND PAYMENT A. Bid Items have been provided for temporary p ary measures to control soil erosion and sedimentation. Payment at the Bid Unit Price will be considered compensation in full for all work necessary to complete the Bid Item in full, including installation, maintenance, sediment removal, repairs, and removals. B. Measurement will be based upon the units as listed below for Bid Items removed, abandoned,or salvaged complete as specified. No measurement will be made of any removals that are not required. The actual quantity installed multiplied by the appropriate Bid Unit Price will be compensation in full for all work and costs of the following Bid Items. 80 percent partial payment will be made upon installation and 20 percent payment will be made upon removal and restoration: 1. Silt Fence: Measurement will be along the base of the fence,from outside to outside of the end posts for each section of fence. 2. Rock Construction Entrance: Measurement will be by ton. 3. Storm Drain Inlet Protection: Measurement will be by each. C. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. I END OF SECTION I I I I I 1 000055-05140-0 ®2006 Bonestroo,Rosene, TEMPORARY Anderlik&Associates,Inc EROSION AND SEDIMENT CONTROL . 01570-9 I I SECTION 01700 IEXECUTION REQUIREMENTS IPART 1 - GENERAL 1.01 SECTION INCLUDES A. Requirements for overall execution of the work and closeout of the Contract for Final Payment. 2 1.02 SUBMITTALS I A. Submit the following items consistent with the Conditions of the Contract and Division 1 —General Requirements Sections: 1 1. Record Documents 2. Written Notification of Substantial Completion. I 3. Executed Certificate of Substantial Completion. I4. Written Notification of Final Completion. I 5. Spare Parts, Operation and Maintenance Manuals, instructions, schedules, warranties, guarantees, Bonds, certificates, certificates of inspection, and other documents. I6. Final Application for Payment, including accompanying documentation i7. IC-134 Form. PART 2 -PRODUCTS INot Used 1 PART 3 -EXECUTION 3.01 EXAMINATION A. Acceptance of Conditions: By commencing work,Contractor construes acceptance I ep Y of the adjacent work as satisfactory to receive subsequent work. B. Existing Conditions: Before commencing work, inspect work completed by others I that is adjacent to work. If adjacent conditions prevent completion of work, Contractor will not commence work until the conditions are corrected. 000055-05140-0 I 0 2006 Bonestroo,Rosene, 01700-1 Anderlik&Associates,Inc. EXECUTION REQUIREMENTS I C. Inspect each product immediately prior to installation. Remove damaged products from Project Site. 3.02 GENERAL INSTALLATION REQUIREMENTS A. Comply with the manufacturer's instructions for installation of manufactured I products to the extent that these instructions are applicable and more explicit or more stringent than requirements indicated in the Contract Documents. I B. Secure work true to line and level, within recognized industry tolerances, with anchorage devices designed and sized to withstand stresses,vibration, and rocking. I Allow for expansion and movement of building. C. Install each element of work during weather conditions and Project status to ensure I coordination of the work. Isolate each element of work from incompatible work as necessary to prevent deterioration. D. Record installation details and prepare Record Documents consistent with the General Conditions. 3.03 PROJECT SITE MAINTENANCE A. Maintain stockpiles, excavations, access roads, and all other work areas free from dust.Employ dust abatement techniques whenever a dust nuisance or hazard occurs, or as directed by Engineer. Comply with local ordinances. B. Protect hazardous work areas and hazardous material storage areas. C. Protect trees unless specifically indicated on Drawings. D. Clean access roads and haul routes with mechanical street sweeper. I E. If Contractor fails to maintain Project Site,Engineer will provide Written Notice of Contractor's defective work. Contractor will be given 12 hours from the Notice to I clean Project Site. After the 12 hour period, Owner may correct the defective work consistent with Article 13.09 of the Conditions of the Contract. 3.04 CLEANING AND PROTECTION A. Clean and protect work in progress and adjoining work during handling and installation. Apply protective covering on installed work where it is required to ensure freedom from damage or deterioration. B. Clean and perform maintenance as frequently as necessary throughout construction period. Adjust and lubricate operable components to ensure operability without damage effects. 000055-05140-0 C 2006 Bonestroo,Rosene, 01700-2 Anderlik&Associates,Inc. EXECUTION REQUIREMENTS t PATCHING 3.05 CUTTING AND PAT C A. Complete all cutting, fitting, and patching as necessary to join the new work to existing conditions. B. Remove or cut existing work only as necessary to join the new work to the existing construction or as required by the Contract Documents. C. Patch defective and incomplete surfaces caused or exposed by work of the Project. D. Repair any damage to existing conditions and patch to match. E. Existing construction designated by the Contract Documents to remain that is loosened,cracked,or otherwise damaged or defaced beyond repair as a result of work by the Contractor will be considered unsuitable for the use intended and shall be removed anF d C repOMlaPceLd I Nby the CoInTtrH acMtoINr. 3.06 CERTIF W SOTA STATUTES 290.92 &290.97 A. Upon completion of the Project and prior to Final Payment, the Contractor and all subcontractors shall complete Minnesota Department of Revenue Revised Form IC-134. This form, Affidavit for Obtaining Final Settlement of Contract with the State of Minnesota and any of its Political or Governmental Subdivisions, is to be signed by a Department of Revenue representative and forwarded to the Owner. Copies of this form can be obtained by writing to the Minnesota Department of Revenue,Forms Section,Mail Station 1173,St.Paul,MN 55146-1173 or by calling (651) 296-4444. 3.07 MEASUREMENT AND PAYMENT A. All work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. I END OF SECTION I I I 1 000055-05140-0 2006 Bonestroo,Rosene, 01700-3 Anderlik&Associates,Inc. EXECUTION REQUIREMENTS I SECTION 02225 IREMOVALS PART 1 - GENERAL I 1.01 SECTION INCLUDES IA. Complete or partial removal and disposal or salvage of at grade, above grade, and below grade structures and miscellaneous items. 1 1.02 RELATED SECTIONS IA. Section 02315—Excavation and Fill. 1.03 REFERENCES IA. Minnesota Department of Transportation"Standard Specifications for Construction," on," 2000 Edition(MnDOT Spec.): I1. 2104—Removin g Pavement and Miscellaneous Structures. 1 1.04 DEFINITIONS A. Remove: To take away or eliminate from the Project Site by any method selected by the Contractor, including disposal of material. I B. Salvage: To dismantle,disassemble,or remove carefully without damage so the item can be re-assembled, replaced, or reused in a workable condition equal to that existing before removal. IC. Abandon: To fill,bulkhead,or close off pipes and structures so that no settlement or flow can occur. I1.05 REGULATORY REQUIREMENTS IA. Conform to MnDOT Spec. 2104.3C,with the following modifications: 1. All materials designated for removal shall be disposed of outside the Project ISite at locations to be selected by the Contractor. 2. All materials designated for salvage shall be stockpiled or temporary stored Ion sites to be provided by the Contractor. I 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02225-1 REMOVALS I 1.06 SCHEDULING A. Prior to starting work,submit for review by the Engineer and approval by the Owner, 1 a schedule showing the commencement, order, and completion dates of the various parts of this work. B. Fill holes or depressions resulting from removal or salvage immediately. C. Provide temporary surface restoration for traffic continuity where removal or salvage P operations are completed within streets, driveways, or parking lots. PART 2—PRODUCTS I Not Used I PART 3 -EXECUTION 3.01 GENERAL A. Dispose of all items removed, except for those items identified to be salvaged or recycled. Said disposal shall be in accordance with all laws,regulations,statutes,etc. B. Perform removal work without damage to adjacent retained work.Where such work I is damaged, the Contractor shall patch, repair, or otherwise restore same to its original condition at no expense to the Owner. C. Remove debris from the work area as often as necessary, but not less than at least once at the end of each workday. Debris shall be placed in approved containers to prevent the spread of dust and dirt. D. Execute the work in a careful and orderly manner with the least possible disturbance to the public and occupants of buildings. E. Fill holes resulting from removals consistent with Section 02315—Excavation and Fill. 3.02 EXAMINATION I A. Meet with owners of signs to determine requirements for salvage, storage, and replacement. Ii 1 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02225-2 REMOVALS 1 3.03 PROTECTION A. Take all necessary precautions to adequately protect personnel and public and private property in the areas of work. All Project Site fencing shall be in place prior to the start of any removal work. B. All street signs,traffic control signs, guy wires, mailboxes,posts,wood fence, etc. � � which may interfere with construction shall lie removed,stored safely,and replaced. C. Approved barriers or warning si gn s shall be provided as necessary. D. Provide and maintain temporary protection of existing structures designated to remain where removal work is being done,connections made,materials handled,or equipment moved. E. Do not close or obstruct walkways or roadways. Do not store or place materials in passageways or other means of egress. Conduct operations with minimum traffic interference. F. Take reasonable precautions to limit damage to existing turf. G. Holes or depressions created by removals shall not be left open for more than 1 day. Any hole within 10 feet of sidewalks shall be filled, suitably marked, or covered immediately. H. Avoid disturbance to any material beyond the limits required for new construction. 3.04 SAWING PAVEMENT Pavement: Saw along the removal line to a minimum depth of 3 inches A. Bituminous Pav g � prior to breaking off the pavement. 3.05 REMOVE BITUMINOUS PAVEMENT,PATH,DRIVEWAY A. Remove in accordance with MnDOT Spec. 2104.3B, except as modified below. B. Sawcut bituminous pavement at the removal limits prior to that removal, unless otherwise approved by the Engineer. C. Prior to restoring trench areas, the edges of the trench shall be trimmed back to a vertical face on a straight line which is parallel with the centerline of the trench. I 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02225-3 REMOVALS I 3.06 REMOVE CURB AND GUTTER A. Sawcut at removal limits. I B. Concrete Curb and Concrete Curb and Gutter:Do not disturb any material beyond the limits required to form for new construction(assumed 12 inches maximum from the back of new work and 6 inches beyond the edge of new driveways). 3.07 REMOVE MANHOLES AND CATCHBASINS I A. Remove casting and entire structure. I • 3.08 REMOVE SECTIONS OF EXISTING PIPE A. Remove pipe in its entirety. 3.09 FIELD QUALITY CONTROL I A. Items damaged during removal or salvaging operations shall be replaced with new material of equal type and quality of the damaged item when it was new. I 3.10 DISPOSING OF MATERIAL A. Dispose of all materials outside of the Project Site at disposal location selected by Contractor in compliance with state and local regulations. Burying of material and debris is not allowed within the Project Site. 3.11 MEASUREMENT AND PAYMENT A. Bid Items have been provided for removal items.Payment at the Bid Unit Price will be considered compensation in full for all work necessary to complete the Bid Item in full, including removal, salvage, storage, disposal, and reinstallation. B. Measurement will be based upon the units as listed below for items removed, abandoned,or salvaged complete as specified.No measurement will be made of any removals that are not required. The actual quantity removed multiplied by the appropriate Bid Unit Price will be compensation in full for all work and costs of the following Bid Items: 1. Sawing Bituminous Pavement: Per lineal foot along the saw cut line as staked. 2. Remove Bituminous Pavement: Per square yard without regard to thickness, I including integral bituminous curb. I 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02225-4 REMOVALS 1 1 I I I I 3. Remove Concrete Curb and Gutter: Per lineal foot of the specified. type p cified. 4 Remove Catch Basin or Manhole: Per each. 5• Remove Pipe: Per lineal foot of the type fittings,catch basins,or m e specified,measured from center of aprons. manholes,and will include the length of any C. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. END OF SECTION 1 I I I 1 I I I I 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc, 02225-5 REMOVALS SECTION 02280 ADJUST MISCELLANEOUS STRUCTURES PART 1 - GENERAL 1.01 SECTION INCLUDES A. Adjustment of utility structures. 1.02 RELATED SECTIONS A. Section 02510—Water Main. B. Section 02530—Sanitary Sewer. C. Section 02630-Storm Drainage. D. Section 02740—Plant Mixed Asphalt Pavement. 1.03 REFERENCES A. American Society of Testing and Materials (ASTM): 1. A48—Specification for Gray Iron Casting. 2. A240—Specification for Heat—Resisting Chromium—Nickel Stainless Steel Plate Sheet, and Strip for Pressure Vessels. 3. C6—Specification for Normal Finishing Hydrating Lime(Mortar). 1 4. C141 — Specification for Hydraulic Hydrated Lime for Structural Purposes (Mortar).. 5. C150—Specification for Portland Cement (Concrete Rings/Mortar). 6. C923—Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures,Pipes, and Materials. 1 7. D1248—Polyethylene Plastics Molding and Extrusion Materials. 8. F593 —Specification for Stainless Steel Bolts,Hex Cap Screws, and Studs. p 9. F594—Specification for Stainless Steel Nuts. I 000055-05140-0 ©2006 Bonestroo,Rosene, 02280-1 Anderlik&Associates,Inc. ADJUST MISCELLANEOUS STRUCTURES B. Minnesota Department of Transportation"Standard Specification for Construction," 2000 Edition(MnDOT Spec.): 1. 2506—Manholes and Catch Basins. as ns. 2. 3733 —Geotextiles. # 1.04 DEFINITIONS A. Adjust Frame and Ring Casting: A change in rim elevation accomplished for manholes or catch basins through the addition or removal of adjustment rings only. Adjustment does not include the addition or removal of sections from the structure. B. Adjust Valve Box: A change in elevation of the top of the valve box accomplished through the raising or lowering of the existing top section of the valve box only. Adjustment does not include the addition or removal of sections from the valve box. C. Remove and Replace Adjustment Rings: The process of removing the existing concrete adjustment rings from an existing structure and placing new rings on manholes and catchbasins. 1.05 SEQUENCING AND SCHEDULING A. Contractor, Engineer, and Owner shall inspect all existing structures prior to beginning construction. B. Owner will remove any foreign material found in the existing structures prior to construction. Contractor is responsible for removing any foreign material that enters the structures during construction. PART 2 -PRODUCTS I 2.01 ADJUSTING RING A. Concrete: I 1. Size to match cone or opening in top slab. I 2. Concrete Compressive Strength: Minimum 3000 psi. 3. Reinforcing: Single hoop 8 g g P gauge steel wire. 4. Thickness: Minimum 2 inch,maximum 4 inch. I I • 000055-05140-0 ©2006 Bonestroo,Rosene, 02280-2 Anderlik&Associates,Inc. ADJUST MISCELLANEOUS STRUCTURES 1 B. High-Density Polyethylene(HDPE): 1 1. Molded high-density polyethylene conforming to ASTM D1248. 2.02 ADHESION MATERIALS A. Ram-Nek material, or equal. B. Mortar: 1. Standard Portland Cement: Type I, ASTM C150. 2. Normal Finishing Hydrated Lime: ASTM C6. 3. Hydraulic Hydrated Lime for Structural Purposes: ASTM C141. 1 4. Mix Proportions: 1 part cement to 3 parts mortar sand;lime maybe added to mixture: maximum amount 15 percent by volume. C. Sealant(for HDPE Rings): 1. DOW 999—A building caulking and glazing sealant, or equal. 2. Open cell polyurethane foam sealant with adhesive backing. 2.03 EXTERNAL SEALS A. External Seals Approved Manufacturer: Infra-Shield,or equal: 1. Multiple section seal system. 2. Top section made of neoprene rubber. 3. All other sections made of EPDM rubber;60 mil minimum thickness,8 inch minimum height for extension sections. 1 4. Mastic: ASCO ST-30, BIDCO C56, or equal. I I I 000055-05140-0 ©2006 Bonestroo,Rosene, 02280-3 Anderlik&Associates,Inc. ADJUST MISCELLANEOUS STRUCTURES I 2.04 HYDRANT EXTENSIONS A. Only as approved by Engineer. I B. Sections: Match existing hydrant manufacturer and model. C. Couplings: Shall be solid stainless steel. D. Break-Away: Shall be at the traffic section. 2.05 CASTINGS I A. Manhole and Catch Basin Frames and Covers: 1. Requirement: ASTM A48. 2. Material: Class 35 cast iron. Best grade. Free from injurious defects and flaws. 3. Finish: Coal tar pitch varnish. I 4. Finish Preparation: Sandblast. 5. Machine cover and frame contact surface for non-rocking protection. 6. Type and Style: NEENAH R1642, Type "B" Lid, or approved equal for I sanitary and storm sewer manholes,and NEENAH R3067,Type"V"Grate, or approved equal for storm sewer catchbasin manholes and catchbasins. Covers without grate openings stamped with "SANITARY SEWER" or "STORM SEWER"as appropriate. Use 2 inch letters. 2.06 VALVE BOX A. Risers: I 1. Valve box riser to fit the Tyler No.6850,6855,6860,or 6865 top section and drop lid, or approved equal. I 2. Tyler No. 69 gate valve extension screw adjustable, or approved equal. i 2.07 GEOTEXTILE A. Woven filter fabric, 4-1/2 oz., for use in conjunction with HPDE rings. I 1 000055-05140-0 ®2006 Bonestroo,Rosene, 02280-4 Anderlik&Associates,Inc. ADJUST MISCELLANEOUS STRUCTURES ■ I I I I PART 3 —EXECUTION 3.01 GENERAL 3.02 IA. The necessary ION vertical alignment will be determined by the Engineer, and generally as indicated on the schedule of adjustments. B. C. Where existing frame is within 0.10 feet of plan grade,no adjustment is to be made. The frame shall be raised or lowered to match the street or gutter. D. Protect existing structures from damage. E. Prevent sand, concrete, or any other debris from entering the structures. A. Call utility owners to field mark their utility locations. B. Contractor to verify exact location of existing utilities. 3.03 ADJUST FRAME AND RING CASTING I I A. Remove all dirt, debris, dust, and other deleterious material from surface prior to placement of first adjusting ring. B. ocia Concrete Adjusting Ring: 1 I II I I I 1. Mortar on top and bottom surfaces of all concrete adjusting rings;between surface of top slab or cone and bottom ring;between surface of top ring and casting; on entire surface of area of ring with no gaps: a. Mortar Thickness: 1/4 to 1/2 inch. 2. No shims of any material allowed. 3. Required cross slope of casting to be achieved by varying thickness of mortar. 4. Do not plaster the inside surface of rings. 5. Wipe clean, all excess mortar from the joints inside all rings and frame. 6. Remove all mortar spills from the structure. 7, . Minimum of 2,maximum of 5 adjusting rings allowed. , 000055-05140-0 ®2006 Bonestroo,Rossene, 02280-5 ADJUST MISCELLANEOUS STRUCTURES Anderlik&Ass te Inc. 1 8. Use a 6 inch ring where e applicable. C. HDPE Adjusting Ring: I 1. Remove all dirt, debris, dust, and other deleterious material from surface prior to placement of first ring. 2. Install adhesive for adjusting rings as per the following: r Location of Sealant Type of Sealant Between casting and last ring: 3/4 inch x 3/4 inch open cell polyurethane foam sealant and 1/2 inch bead of DOW 999. Between intermediate rings: 1/2 inch bead of DOW 999. Between cone/top slab and first 3/4 inch x 3/4 inch open cell ring: polyurethane foam sealant and 1/2 inch bead of DOW 999. a. Sealant to be placed around entire circumference gaps. i 3. Utilize the flat and sloping units to match the required grade and slope of the area at the location of the structure. 4. Minimum of 2, maximum of 5,rings allowed. 5. Wrap entire casting and ring system with geotextile. For structures with cone section,geotextile wrap to extend over a minimum length of 18 inches of the cone. i 3.04 INSTALLATION OF EXTERNAL SEAL SYSTEM A. Infra-Shield Type (External Seal): 1. Remove all dirt,debris,dust,and other deleterious material from surfaces of structure, rings, and casting prior to installation of seal system. 2. System to be installed per manufacturer's recommendation. I 3. Secure bottom section to top slab or cone,top section to casting flange with mastic. 1 000055-05140-0 ©2006 Bonestroo,Rosene, 02280-6 Anderlik&Associates,Inc. ADJUST MISCELLANEOUS STRUCTURES I 4. M inimum of 2 inch overla p required between top and bottom sections of seal q system: Ia. If minimum overlap is not achieved, extension section(s) must be inserted between the top and bottom sections,until 2 inch overlap at all seams between all sections of the seal system is achieved. 5. Secure all seams between sections with mastic: a. Mastic to be installed continuously around entire perimeter of section, 1 with no gaps. 3.05 ADJUST VALVE BOX IA. Adjust box by screwing top section up or down. IB. Prevent sand, chunks of concrete, or any other debris from entering the valve box: 1. Short sections inserted inside the existing top section are not allowed to Iperform adjustment unless specified. C. Install approved sections as needed. ID. Patch road to match existing pavement section. I3.06 HYDRANT EXTENSIONS A. Remove upper section. B. Install extension kit as per manufacturer's requirements. IC. Replace upper and lower rod assemblies with heavy-duty for extensions in excess of 18 . D. Replace inches the upper section. I3.07 FIELD QUALITY CONTROL A. For adjustments made within bituminous surfaced areas, any settlements of the I bituminous surface below the rim of the adjustment structure will require removal and replacement of the bituminous surfacing at the Contractor's expense. I B. Secure manholes and structures immediately after completion or before suspension of operations at the end of working day with castings or suitable alternative device. I 000055-05140-0 ®2006 Bonestroo,Rosene, Q22$0-7 Anderlik&Associates,Inc. ADJUST MISCELLANEOUS STRUCTURES I C. Adjust Manholes and Catch Basin Frames to 1/8 inch to 3/8 inch below grade prior to placing the final wear course. Thorough tamping of the material around manhole and catch basin frames is required. Where existing frame is within 0.10 feet of plan grade no adjustment is to be made. In such cases, the crown or gutter shall be either lowered or raised, as the case may be, to put the street and frame at the same grade. D. Adjusted frame upward with standard concrete adjustment rings of the same size as the cone or slab opening. Place each adjustment ring and frame in a full mortar bed. Adjusting rings needed to raise the casting to grade shall be incidental to the adjustment Bid Item. E. Adjust frame downward by removing the necessary number of adjustment rings from J g the structure and resetting the frame in a full mortar bed to grade. F. Regardless of the direction of adjustment,no shims of any material will be allowed. The minimum thickness of all mortar joints shall be at least 1/4 inch with a maximum allowable thickness of 1/2 inch. All excess mortar from the joint shall be wiped clean from the inside of all rings and frame. All manhole castings must be replaced prior to the placing of the final wear course. G. Adjust valve boxes to 1/8 inch to 378 inch below grade prior to placing the final wear course. Thorough tamping of the material around the valve box is required. All valve boxes are the sectional screw-threaded adjustable type. 3.08 MEASUREMENT AND PAYMENT A. Bid Items have been provided for various adjustments.Payment at the Bid Unit Price for all items is considered compensation in full for all materials and work required to furnish and install the Bid Item in place. B. Existing Manhole and Castings and Valve Boxes: I 1. A Bid Item has been provided for Adjusting Frame and Ring Casting. Measurement will be by each and payment will only be made on existing I frames and castings. 2. A Bid Item has been provided for Adjust Valve Box. Measurement will be by each and payment will only be made on existing valve boxes. C. New Manhole and Valve Boxes Within Bituminous Surfaced Area: I 1. No separate payment for adjustment to interim bituminous base course grade will be made. Adjustment of the structure shall be considered incidental to the Bid Items for the furnishing and installation of each type of structure. i . 000055-05140-0 ®2006 Bonestroo,Rosene, 02280-8 Anderlik&Associates,Inc. ADJUST MISCELLANEOUS STRUCTURES i D. New Manhole and Valve Boxes in Non-Bituminous Surfaced Areas: 1 1. No separate payment for adjustment to final grade will be made. Adjustment of the structure shall be considered incidental to the Bid Items for the furnishing and installation of each type of structure. E. Catch Basin Frame and Ring Casting: Adjustment of the catchbasin frame and ring castings in this Contract are considered incidental to the installation of the catch basin. F. External Seal System: The external seal systems on catch basins are considered incidental to the installation of the catch basin. I G. Valve Box Extension: A Bid Item has been provided for Valve Box Extension. Measurement will be by the lineal foot of extension installed. I H. Adjust Curb Box: Adjustment of curb box on new curb stops installed under this Contract is incidental to the Bid Unit Price for furnishing and installing the curb stop. I. Extend Hydrant Barrel: A Bid Item has been provided for Extend Hydrant Barrel. Measurement will be by the lineal foot of adjustment made. IJ. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. 1 END OF SECTION I . 1 I I . I I 000055-05140-0 m 2006 Bonestroo,Rosene, 02280-9 IAnderlik&Associates,Inc. ADJUST MISCELLANEOUS STRUCTURES i SECTION 02315 EXCAVATION AND FILL PART 1 —GENERAL i 1.01 SECTION INCLUDES A. Excavation and fill for roadways and temporary sediment basins. 1.02 RELATED SECTIONS A. Section 01310—Project Management and Coordination. B. Section 01570—Temporary Erosion and Sediment Control. C. Section 02225—Removals. D. Section 02320—Trench Excavation and Backfill. IE. 'Section 02720—Aggregate Base Course. F. Section 02920—Lawns and Grasses. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction,"2000 Edition(MnDOT Spec.): 1. 2105 —Excavation and Embankment. 2. 3149—Granular Material. 3. 3877—Topsoil Borrow. 1.04 SUBMITTALS iA. Submit the following items consistent with Section 01310—Project Management and Coordination: 1 1. Gradation tests for borrow materials. i i 000055-05140-0 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02315-1 EXCAVATION AND FILL I I 1.05 DEFINITIONS A. The definitions of the different classifications of excavation and borrow material 1 shall conform to MnDOT Spec. 2105.2, or as modified herein: 1. Common Excavation: In locations of the sidewalk or pathway. Common I excavation shall be classified as all excavation to the bottom of the Class 5 aggregate base. ,, 2. Subgrade Excavation: Excavation below the aggregate backfill. 1.06 QUALITY ASSURANCE A. Assist testing laboratory by excavating for density tests. Assist testing laboratory with obtaining material samples. 1.07 SEQUENCING AND SCHEDULING I Perform subgrade excavation after utilities are installed: 1. Location of areas requiring subgrade ade excavation will be identified in the I field by the Engineer at the time of construction. 2. Depending on the material encountered, it is anticipated that the I developer, as part approximate grade of the bottom of leave some of the backfill roadbeds at the app roximate gr A. layer to be placed under this Project. PART 2 PRO DUCTS I 2.01 MATERIALS A. Aggregate Backfill: 1. Conform to the following gradation requirements: I Sieve Size Percent Passing 1 3 inch 100 2 inch 80- 100 #40 0—50 1 #200 0— 12 I I 000055-05140-0 ®2006 Bonestroo,Rosette, 02315-2 EXCAVATION AND FILL Anderlik&Associates,Inc. 1 1 1 PART 3 —EXECUTION 111 3.01 GENERAL A. Conform to MnDOT Spec. 2105.3A or modified herein: 1. Establish traffic control per Section 01500 — Temporary Facilities and Controls prior to excavations. 2. Establish the specified erosion control devices according to Section 01570 -Temporary Erosion and Sediment Control, prior to all excavations. 3. Notify utility companies of progress schedule so they can accomplish relocations,removals, and holding of lines. 4. Perform removals consistent with Section 02225—Removals. ' 5. Strip and stockpile existing topsoil from p om all areas that will be disturbed by construction, including spoil areas. ' 6. Protect all existing structures within construction limits during excavation and embankment operations.NT I3.02 PREPARATION OF EMBANKME A. Conform to MnDOT Spec. 2105.3B or as modified herein: 1. Engineer's approval is required of all areas where preparation work has been performed prior to the placement of the fill material. 3.03 EXCAVATION OPERATIONS A. Conform to MnDOT Spec. 2105.3C or as modified herein: 1. Perform excavations to the alignment, cross section, and grade as shown on the drawings and staked by the Engineer. 2. In locations where 4 inch perforated PVC drain tile will be installed, perform excavation to include required trench for drain tile per D tail Drawing. 3. Provide and maintain temporary drainage facilities until permanent facilities are completed. 1 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02315-3 EXCAVATION AND FILL 4. After the roadway excavation is complete and prior to backfilling operations, notify the Engineer 24 hours in advance for purposes of inspection, measurement, and authorization to proceed with placement of aggregate backfill. 5. Cut, fill, and grade Project Site to elevations and contours shown on the Drawings,with allowances for pavements,topsoil, and structures. 3.04 DISPOSITION OF EXCAVATED MATERIAL A. Conform to MnDOT Spec. 2105.3D,or as modified herein: I 1. Remove excavated material not required for embankment on the Project according to Section 02225 —Removals. I 3.05 BOULEVARD GRADING A. Backfill curb after it has hardened: 1. Leave the boulevards within a tolerance of 0.3 foot plus or minus of finish grade prior to installation of private underground utilities. 2. See specification 02770 - Concrete Curb and Gutter. ! B. Following installation of private underground utilities by re-spreading others, re-grade ne b oulevard area to the right-of-way, including the f topsoil , stockpiles located adjacent to the boulevard areas: 1. It is intended that this work be done with 1 small dozer. , 2. The extent of the final work and the hours of work shall be reviewed with the Engineer prior to any grading being done. 3.06 PLACING EMBANKMENTS A. Conform to MnDOT Spec. 2105.3E, or as modified herein. B. Only competen t material shall be placed beneath the design road section. 1 C. Common borrow or on Project Site material as approved by the Engineer shall be or I placed to fill the temporary sediment basins. I 1 000055-05140-0 C 2006 Bonestroo,Rosene, 02315-4 EXCAVATION AND FILL Anderlik&Associates,Inc. 3.07 COMPACTING EMBANKMENTS A. Conform to MnDOT Spec. 2105.3F, or as modified herein: 1. Compaction required for embankment materials shall conform to the ' Specified Density Method, with the testing location and rates being determined by the Engineer. 3.08 FINISH OPERATIONS ' A. Conform to MnDOT Spec. 2105.3G, or as modified herein: 1. Finish grading of subgrade excavation prior to placement of aggregate ' backfill shall conform to the following tolerances: a. Not vary by more than 0.10 feet above or below the prescribed 1 elevation at any point where a measurement is made. 2. Finish grading of aggregate backfill prior to placement of an aggregate base course shall conform to the following tolerances: a. Not vary by more than 0.05 feet above or 0.10 feet below the prescribed elevation at any point where a measurement is made. 3. Grading of the soils beneath turf restoration areas shall be reviewed and ' approved by the Engineer prior to the start of topsoil placement. 3.09 MEASUREMENT AND PAYMENT A. A Bid Item has been provided for Subgrade Excavation. Measurement will be on the cubic yard of material removed: 1. Due to weather conditions during construction and the actual existing soil composition in the roadway area, the Subgrade Excavation quantity may 1 vary significantly from those given in the Bid Form. 2. The Engineer reserves the right to increase or decrease the Subgrade Excavation quantity with no change to the Contract Bid Unit Price. No additional compensation will be considered or allowed for changes to the estimated quantities or for the deletion of the Bid Item in its entirety I I 000055-05140-0 C 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02315-5 EXCAVATION AND FILL 1 B. A Bid Item has been provided for Aggregate Backfill. Measurement will be by the ton of material compacted in place as determined from weight tickets delivered to the Engineer: 1. If the Aggregate Backfill material is being wasted or placed excessively thick, the Owner reserves the right to deduct quantities that are in excess of plan thickness. Said quantities shall be based on material weighing 110 pounds per square yard of area per inch of thickness. 2. The Aggregate Backfill quantity was estimated. Due to weather conditions during construction and the actual existing soil composition in the roadway area, the Aggregate.Backfill quantity may vary significantly from those given in the Bid Form. 3. The Engineer reserves the right to increase or decrease the Aggregate 1 Backfill quantity with no change to the Contract Bid Unit Price. No additional compensation will be considered or allowed for changes to the estimated quantities or for the deletion of the Bid Item in its entirety. C. A Bid Item has been provided on the Bid Form for Boulevard Grading. Payment I for this final Boulevard Grading shall be made under the Bid Item included in the Bid Form based upon the number of hours actually spent grading. D. A Bid Item has been provided on the Bid Form for Common Excavation- I Sidewalk/Driveway. Measurement will be by volume of material in its original position, based measurements performed by the Engineer at the time of construction. E. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. I END OF SECTION • i 1 1 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02315-6 EXCAVATION AND FILL ' SECTION 02318 SUBGRADE PREPARATION PART 1 —GENERAL 1 1.01 SECTION INCLUDES A. Grading, shaping, and compacting subgrade prior to placing a base or surface course. 1 1.02 RELATED SECTIONS A. Section 02315 —Excavation and Fill. ' 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction,"2000 Edition(MnDOT Spec.): ' 1. 2105 -Excavation and Embankment. 2. 2111 —Test Rolling. 3. 2112 - Subgrade Preparation. 1.04 SEQUENCING AND SCHEDULING A. Subgrade preparation shall be performed prior to placement of the aggregate backfill material if excavation and rough grading of subgrade is not performed under this Contract. ' B. Complete subgrade for streets, driveways, walks immediately after installation of pipe as part of trench backfill and compaction. ' PART 2—PRODUCTS Not Used PART 3 -EXECUTION 3.01 GENERAL A. Subgrade preparations shall be performed to produce the required density, grade, and cross-section. 000055-05140-0 ®2006 Bonestroo,Rosene, 02318-1 1 Anderlik&Associates,Inc. SUBGRADE PREPARATION 1 3.02 PREPARATION t A. Inspection of subgrade by test rolling conforming to MnDOT Spec. 2111, or as modified herein: 1. The equipment used for test rolling shall be a Tandom Truck with a gross , weight of 45,000 pounds. 2. The road bed will be considered unstable if yielding and rutting is greater ' than 1-1/2 inch. 3.03 COMPACTION A. Conform to MnDOT Spec. 2105.3F1, or as modified herein: ' 1. For the Specified Density Method, the Engineer will sample and test the soils to determine the Maximum Density and Optimum Moisture. 1 2. Density and moisture tests will be taken on the compacted subgrade at the location and testing rates designated by the Engineer. Nuclear density testing shall be considered an approved method. 3.04 FINISH OPERATIONS I A. Subgrade tolerance shall conform to MnDOT Spec. 2105.3G, or as modified below: 1 1. Not vary by more than 0.05 feet above or below the prescribed elevation at any 1 point where a measurement is made. I 3.05 MEASUREMENT AND PAYMENT A. A Bid Item has been provided for Subgrade Preparation. Measurement shall be by the units of square yards and shall be based on a width of 1 foot behind the back of curb. B. Payment at the Bid Unit Price shall include all costs related to performing the work in accordance with these Specifications, including shaping, grading, compacting, tolerancing, and test rolling. C. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. 1 END OF SECTION 111 000055-05140-0 ®2006 Bonestroo,Rosene, 02318-2 Anderlik&Associates,Inc. SUBGRADE PREPARATION SECTION 02320 TRENCH EXCAVATION AND BACKFILL PART 1 —GENERAL 1.01 SECTION INCLUDES A. Trenching requirements for underground piping and appurtenances,purtenances, including requirements for excavation,backfill, and compaction. 1.02 RELATED SECTIONS ' A. Section 02315—Excavation and Fill. 1.03 REFERENCES A. Minnesota De at lment of Transportation rtahon Standard Specifications for Construction,"2000 Edition(MnDOT Spec.): ' 1. 2105 —Excavation and Embankment. 2. 2451 —Structure Excavations and Backfills. 3. 3149-Granular Material. ' B. American Society of Testing Materials AST M): 1. D2321 - Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe. 111 2. D698 Test Method for Laboratory Compaction Characteristics for Soil Using Standard Effort(12,400 ft-lbf/ft). ' C. American Water Association(AWWA): 1. C150—Thickness Design of Ductile Iron Pipe. 2. C151 — Ductile Iron Pipe Centrifugally Cast in Metal Molds or Sand — Lined Molds for Water and Other Liquids. 1 1 000055-05140-0 ®2006 Bonestroo,Rosene, TRENCH EXCAVATION Anderlik&Associates,Inc. 02320-1 AND BACKFILL I 1 1.04 SUBMITTALS A. Pro Provide the following submittals consistent with Section 01330 — Submittal 1 Procedures: Product Data: I li 1. Prod a. Each Borrow Material: , 1) Name and location of source. Results of gradation tests. I 2) Re gi' 1.05 DEFINITIONS 111 A. Bedding: The soil material adjacent to the pipe which a makes contact purpose the pipe foundation, walls of the trench, and upper level I bedding is to secure the pipe to true line and grade, and to provide structural support to the pipe barrel. I B. Foundation: Soil material beneath the pipe bedding. C. Improved Pipe Foundation: Foundation provided by importing material om I sources outside the Project Site. Required when foundation is soft or unstable. D. Course Filter Aggregate: Free draining mineral product used around draintile I pipe. E. Pipe Zone: That part of the trench below a distance of 1 foot above the top of the pipe. 1.06 SEQUENCING AND SCHEDULING I Q A. Known existing underground utilities are shown on the Drawings in a general I way. Owner does not guarantee the locations as shown on the Drawings. Contractor shall anticipate variations in both the vertical and horizontal locations of underground utility lines from those shown on the Drawings. B. Uncover utilities and verify both horizontal and vertical alignments sufficiently in advance of construction to permit adjustments in the work. Determine location of existin g utilities and identify conflicts before excavating trench for pipe 111 installation. C. N oti fy Gopher her State One Call before starting construction in a given area, I requesting utility locations in the field. D. Provide continuance of flow of existing sewer and other facilities. I 000055-05140-0 2006 Bonestroo,Rosene, 02320-2 AND BA TRENCH EXCAVATION ATION Anderlik&Associates,Inc. I i E Backfill and compact all trench excavations promptly after the pipe is laid. I1.07 WARRANTY I A. Trench settlements that occur during the correction period and are greater than 1 inch as measured by a 10 foot straight edge will be repaired in a manner acceptable to the Owner at the Contractor's expense. IPART 2—PRODUCTS I2.01 PIPE BEDDING MATERIAL A. Polyvinyl Chloride (PVC)Pipe: I1. Comply with MnDOT Spec. 3149.2B1 for anular borrow: w. I a. No onsite granular material encountered during construction may be used. Ib. 1 inch maximum aggregate size. B. Ductile Iron Pipe(DIP) and Reinforced Concrete Pipe(RCP): I1. Class C-1 Bedding: Ia. Undisturbed soil. 2.02 IMPROVED PIPE FOUNDATION MATERIAL I A. Comply with MnDOT Spec. 3149.2H Modified: ed. I1. Crushing Requirements: At least 50 percent of the material by weight retained on the No. 4 sieve shall have 1 or more crushed faces. 2.03 COARSE FILTER AGGREGATE MATERIAL Comply with MnDOT Spec. 3149.2H. IA. 2.04 BACKFILL MATERIAL IA. Suitable materials selected from the excavated materials to the extent available and practical. IB. Suitable materials are mineral soils free of rubbish, trees, stumps, branches, debris, frozen soil, oversize stone, concrete and bituminous chunks, and other Isimilar unsuitable material. 000055-05140-0 C 2006 Bonestroo,Rosene, TRENCH EXCAVATION Anderlik&Associates,Inc. 02320-3 AND BACKFILL I 1 PART 3 —EXECUTION 3.01 EXAMINATION I A. Prior to construction, inspect existing utility structures and surface features, and ' document condition. B. Re-inspect foundation soils if rain fall or snow has occurred after initial inspection I but prior to placing pipe and bedding. 3.02 PREPARATION I A. Notify Utility Owners to field mark their utility locations. B. Protect as necessary surface features, such as utility poles, trees, structures, I pavement, etc., that are not designated on the Drawings to be removed. C. Notify utility companies of progress ess schedule so they can accomplish any I necessary relocations and removals that they have agreed to relocate, remove, or support. I D. Implement traffic control. I E. Complete temporary removal or relocation of surface features, such as fences, shrubs, signs, and mailboxes. I F. Strip off existing topsoil from within the trench excavation limits and stockpile. Separate vegetative strippings from salvageable topsoil and dispose of appropriately. I G. Crossing Under Existing Utility Lines: I 1. Use extreme care when excavating in the vicinity of underground utility lines to avoid damage to protective coatings or surfaces. I 2. Where possible and as authorized by the utility, temporarily remove the utility line, install the new pipe, and reinstall the utility line. 3. Where existing line cannot be removed or is not feasible to remove, securely support, excavate under,backfill under and around the utility line I to 100 Percent Standard Proctor Density. 4. Report and repair damaged lines prior to backfilling trench. I I 000055-05140-0 I C 2006 Bonestroo,Rosene, 02320-4 AND BA TRENCH EXCAVATION I Anderlik&Associates,Inc. I 1 3.03 CONSTRUCTION IA. Trench Excavation: I1. Excavate trench to alignment and grade shown on the Drawings. 2. The trench width at the surface may vary and depends on the depth of I trench and nature of the excavated material encountered. However, it shall be of ample width to permit the pipe to be laid and jointed properly and the backfill to be placed and compacted properly. I3. Correct any part of the trench that is inadvertently excavated below grade with approved material compacted to 100 Percent Standard Proctor IDensity. 4. Brace, shore, or sheet trench and provide drainage. Comply with I applicable State Regulations relating to industrial safety to a safe angle of repose. Angle of repose may be no less than that required by the Accident Prevention Division of the State Industrial Commission or the I requirements of the Occupational Safety and Health Act (OSHA), whichever is most restrictive. . I 5. Pile all excavated material in a manner that will not endanger the work or obstruct sidewalks, driveways, gutters, etc. I6. Segregate soils in the excavated material that are not suitable for trench backfill and dispose of in a manner that is consistent with the requirements specified herein under"Backfill Above Pipe Zone." I 7. Dispose of excess excavated materials off of right-of-ways and easements � in a suitable site selected by the Contractor. I8. Haul materials, other than natural soil materials that are suitable as backfill material, to an approved landfill as directed by the Engineer. IB. Water Control 1 1. Dewater the ground as necessary to excavate the trench and install the pipe. All pipe and structures shall be laid in a dry condition prior to I backfill. Maintain groundwater level a minimum of 1 foot below the pipe invert. Measure the rate of flow from dewatering pumps at the beginning of the dewatering operation(s) and once per week thereafter. Keep a daily log of hours pumped. 1 I 000055-05140-0 I ©2006 Bonestroo,Rosene, TRENCH EXCAVATION Anderlik&Associates,Inc. 02320-5 AND BACKFILL C. Trench Bottom: 1. Excavate to a sufficient depth to insure adequate foundation when the ' bottom of the trench is soft or where in the opinion of the Engineer unsatisfactory foundation conditions exist. Bring excavation up to pipe grade with thoroughly compacted granular materials meeting the requirements of Improved Pipe Foundation Material. 2. Provide temporary support, remove, relocate, or reconstruct existing , utilities located within the trench excavation. Utility shall designate method employed. Use particular care and provide compacted fill or other stable support for utility crossings to prevent detrimental displacement, rupture, or failure. 3. Excavate to expose existing utilities that cross in close proximity to the planned pipe line to determine the utilities' exact location sufficiently ahead of pipe installation to plan for the avoidance of grade conflict. Measure to determine the utilities' location relative to the planned pipe line location. A deviation from the alignment, grade, and location to avoid conflict may be ordered by the Engineer. , 3.04 PIPE BEDDING A. Polyvinyl Chloride Sewer Pipe: Bed pipe in accordance with ASTM D2321. B. Reinforced Concrete Pipe: Bed pipe in accordance with Class C-1 Bedding. ' C. Ductile Iron Pipe: Bed pipe in accordance with AWWA Standard C150 and C151. D. Use only selected materials free from rock, boulders, debris, other high gh void content substances to a level 1 foot above the top of pipe. Remove ledge rock, boulders, and large stones to provide at least 6 inch clearance from pipe. 1 E. Dig bell holes of ample dimension at each joint such that the pipe barrel rests continuously on the bedding. 3.05 BACKFILL WITHIN PIPE ZONE A. Backfill immediately after pipe is laid. Restrain pipe as necessary to prevent their movement during backfill operations. B. Place material completely under pipe haunches in uniform layers not exceeding 4 inches in depth. 1 000055-05140-0 ®2006 Bonestroo,Rosene, 02320-6 AND BACKFILL TRENCH EXCAVATION ATION Anderlik&Associates,Inc. 3.06 BACKFILL ABOVE PIPE ZONE A. Use suitable materials meeting the requirements of Backfill Material. B. Place in uniform depth layers not to exceed 12 inches before compaction. ' Complete the compaction of each layer before placing material for the succeeding layer. 1 C. Compact each layer by mechanical means until it meets the requirements of MnDOT Spec. 2105.3F1 "Specified Density Method." Trenches shall be compacted to a minimum of 95 percent, except to 100 percent in the upper 3 feet. D. The method and means of placement and type of compaction equipment used is at the discretion of the Contractor. However, all portions of the trench backfill must ' meet minimum specified compaction requirements. E. Any deficiency in quantity of backfill material (caused by shrinkage or ' settlement) shall be supplied at no additional cost to the Owner. F. Excavated material not suitable or required for backfill shall be disposed of ' outside of the Project Site. 3.07 RESTRICTED TRENCH WIDTH A. Restrict width of trench to conform to construction limits indicated on the ' Drawing and where directed by the Engineer to prevent damage to specimen trees or adjacent structures 3.08 FIELD QUALITY CONTROL A. Density Tests: To be performed by an approved soils testing firm at various ' locations and depths throughout the Project Site as directed by the Engineer. The Contractor shall cooperate fully and provide assistance as necessary to complete these tests. ' B. Failed density test areas shall be excavated and re-compacted until the density requirements are met. ' 3.09 MEASUREMENT AND PAYMENT A. Trench Excavation: Excavation and backfilling of trench and associated pipe bedding shall be included in the price of pipe provided. B. Pipe Bedding: Considered incidental and shall be included in the price of pipe furnished and installed. 1 000055-05140-0 C 2006 Bonestroo,Rosene, 02320-. TRENCH EXCAVATION Anderlik&Associates,Inc. AND BACKFILL 1 C. Improved Pipe Foundation: At the Bid Unit Price per lineal foot for each 6 inch layer placed below pipe bedding: 1. For example, if 2 feet of foundation material is required under a pipe installed with C-2 bedding; 6 inches of material is required for Class C-2 bedding and payment will be made for 3 lineal feet of pipe foundation material, 6 inches deep per foot of pipe installed. 2. No payment will be made without the knowledge or consent of the ' Engineer. 3. No payment will be made for subgrade rock installed for de-watering ' purposes only, unless specified. D. Temporary Bracing and Sheeting: Considered part of the excavation costs with no additional compensation to Contractor,unless provided for otherwise. E. Density Tests: 1. Passing Tests: All costs paid by Owner. ' 2. Failing Tests: All costs charged to and paid by the Contractor. F. Dewatering: No explicit, direct payment is made for this work. Include the costs in the Bid Unit Prices for the pipe or structure installed. G. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. END OF SECTION ' 1 1 1 1 000055-05140-0 C 2006 Bonestroo,Rosene, TRENCH EXCAVATION Anderlik&Associates,Inc. 02320-8 AND BACKFILL 1 SECTION 02510 WATER MAIN PART 1 —GENERAL ' 1.01 SECTION INCLUDES ' A. Water main pipe, hydrants, valves, fittings, and miscellaneous appurtenances. ' 1.02 RELATED SECTIONS A. Section 02280—Adjust Miscellaneous Structures. ' B. Section 02315—Excavation and Fill. C. Section 02320—Trench Excavation and Backfill. 1.03 REFERENCES ' A. American Water Works Association(AWWA): I1. C 104 — American National Standard for Cement Mortar Lining for Ductile-Iron Pipe and Fittings for Water. 2. C105 — American National Standard for Polyethylene Encasement for Ductile-Iron Pipe Systems. 3. C111 —American National Standard for Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings. ' 4. C151 — American National Standard for Ductile-Iron Pipe, Centrifugally Cast, for Water. ' S. C153 — American National Standard for Ductile-Iron Compact Fittings, 3 Inch Through 24 Inch, and 54 Inch Through 64 Inch, for Water Service. 6. C504—AWWA Standard for Rubber-Seated Butterfly Valves. 7. C509 — AWWA Standard for Resilient-Seated Gate Valves for Water ' Supply Service. 8. C600—AWWA Standard for Installation of Ductile-Iron Water Main and ' Their Appurtenances. 9. C651 —AWWA Standard for Disinfecting Water Mains. ' 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02510-1 WATER MAIN i B. American Society of Testing and Materials (ASTM): 1. A48—Gray Iron Castings. 2. A126—Gray Iron Castings for Valves,Flanges, and Pipe Fittings. 1 3. A674 — Standard Practice for Polyethylene Encasement for Ductile Iron ' Pipe for Water or Other Liquids. 4. D2842 — Standard Test Method for Water Absorption of Rigid Cellular Plastics. C. Minnesota Department of Transportation "Standard Specifications for Construction,"2000 Edition(MnDOT Spec.): 1. 3760—Insulation Board (Polystyrene). ' 1.04 SEQUENCING AND SCHEDULING y A. Notify the Owner a minimum of 48 hours prior to performing work. At this time, the Contractor is responsible to notify the City Fire Department of the intended shutdown. ' B. Notify all customers connected to water system to be shut down 48 hours in advance of shut down. C. The Owner must open and close the existing valves for this part of the operation. The Owner is responsible for flushing the mains after the connection is completed;however,the Contractor shall assist the Owner as necessary. D. Successfully complete required test and inspections before restoration of surface. PART 2—PRODUCTS 2.01 DUCTILE IRON PIPE AND FITTINGS (DIP) A. General Requirement: AWWA C151/A21.51. B. Cement-mortar lining conforming to AWWA C104/A21.4. C. Class 52 for diameters less than 20 inches. D. Fittings: AWWA C153/A21.53, Ductile Iron, 250 psi working pressure, AWWA ' C111/A21.11 latest revision,mechanical joint or push-on. E. Wrap all pipe and fittings according to pipe encasement requirements. ' 000055-05140-0 ®2006 Bonestroo,Rosene, 02510-2 WATER MAIN Anderlik&Associates,Inc. I IF. Cor-Blue T-Bolt shall be required on all mechanical joint fittings. 1 2.02 HYDRANT A. General Requirements: AWWA Standard C-502. B. Specified Hydrant: WB-67-250, or equal. IC. Approved Manufacturer: Waterous Pacer, or equal. Two (2) 2-1/2 inch hose connections. ID. E. One (1) 5 inch Storz fitting on the steamer connection. IF. 1-1/2 inch pentagon operating nut. IG. 5 inch valve opening. H. 6 inch mechanical joint pipe connection. II. Break-off flange with breakable rod coupling. IJ. 8 foot—0 inch cover. K. 16 inch high traffic section. IL. 1-1/2 inch pentagon nozzle caps attached to hydrant with metal chains. M. Stainless steel hardware. N. Fiberglass Flag: Hydrafinder Hydrant Marker, or equal: 1. White fiberglass rod,with 4 red reflective bands, without a bulb end. i2. 54 inches long, 3/8 inch diameter. O. Hydrants placed where the ground water table is less than 8 feet below the ground I surface shall have the drain holes plugged and shall be equipped with a tag stating the need for pumping after use. IP. Color: Painted"Federal Yellow" at the place of manufacture. 2.03 GATE VALVE AND BOX IA. General Requirement: AWWA C509. IB. Bronze mounted, iron body valves. 000055-05140-0 ®2006 Bonestroo,Rosene, 02510-3 WATER MAIN Anderlik&Associates,Inc. 1 • C. 0-ring seals. D. Non-rising stem, opening by turning counter clockwise, 2 inch square operating nut. I E. Mechanical joint ends conforming to AWWA C111/A21.11. F. Stainless steel hardware. 1 G. Spray exterior nuts and bolts and megalugs using a bituminous coal tar as supplied by the manufacturer. H. Wrap gate valves according to Section 2.10, Pipe Encasement. I. Valve Boxes: 1. 3 piece, cast iron, screw-type. 2. Adjustable for 7-1/2 foot depth of cover. I 3. Valve and box considered as integral units. 4. 5-1/4 inch diameter shafts. 5. "Stay put"type drop covers, "WATER"on top with extended skirts. I 2.04 CONDUCTIVITY STRAP A. As specified by the pipe manufacturer. I 2.05 JOINT RESTRAINT I A. Mechanical Joint Restraint: 1. Ductile iron. 2. Working Pressure: Minimum 250 psi. I 3, EBAA Iron, Inc., Mega-lug, or approved equal. Mega-lug and retainer glands are not allowed on existing cast iron pipe. I 4. Spray exterior ductile iron nuts and bolts using a bituminous coal tar as supplied by the manufacturer and wrap `according to Section 2.07 Pipe Encasement. 1 000055-05140-0 ©2006 Bonestroo,Rosene, 02510-4 Anderlik&Associates,Inc. WATER MAIN I 2.06 PIPE ENCASEMENT A. Polyethylene: Conform to AWWA C105/A21.5, Class C (Black), tube form. Material shall conform to ASTM A674. 2.07 INSULATI A. ON Conform to MnDOT Spec. 3760. PART 3 —EXECUTION 3.01 PREPARATION A. Conform to Section 02320—Trench Excavation and Backfill. 3.02 INSTALLATION OF PIPE A. Install pipe and fittings in accordance with the manufacturer's instructions and with the details shown on the Drawings. B. Permanently support, remove, relocate, or reconstruct existing utility pipes, cables, structures, or other appurtenances when they obstruct the line, grade, or location of the pipe or appurtenance. C. Remove foreign matter or dirt from the inside of pipe. ID. All jointing of mechanical joint pipe and push-on joint pipe in accordance to AWWA C600. E. Outside of the spigot and the inside of the bell, wire brush, wipe clean and dry. pipe ends clean until joints are made. F. H. Lay and maintain pipe and appurtenances to the alignment, grade, and location shown on the Drawings. No deviation from the Drawing alignment, grade, or location is allowed, unless approved by the Engineer. No pipe shall be laid in water or when the trench conditions are unsuitable for such work. G. Provide conductivity throughout the water system by use of conductivity strap. Precautions are to be taken top prevent debris or groundwater from entering the pipe being laid. 000055-05140-0 ®2006 Bonestroo, Rosene, 02510-5 WATER MAIN Anderlik&Associates,Inc. I• Installing Fittings: 1. General Requirements: AWWA C600. I 2. Set and jointing to existing pipe and fittings as specified for cleaning, laying, and joining pipe. J. Dead End Lines: 1. Install plug tapped for a 1 inch corporation at all stubs. 2. Extend a temporary section of 1 inch copper to above grade for flushing and testing. 3. Install a temporary curb stop on the 1 inch copper bleed off above ground. 4. Remove all but 12 inches of the temporary copper and backfill trench after flushing and testing is completed. 5. Crimp over short stub to keep the corporation clean. K. Backfilling: Conform to Section 02320—Trench Excavation and Backfill. 3.03 INSTALLATION OF HYDRANT A. Location determined by Engineer. A grade stake and location stake will be provided by the Engineer before the hydrant may be set. B. Set on 8 inch concrete block, or approved equal concrete base. C. Brace according to Drawings. D. After each hydrant has been set, place around the base of the hydrant not less than 1 cubic yard of Class A round washed rock with a minimum diameter of 3/4 inch. Carefully place 2 layers of polyethylene,minimum 4 mm thickness each, over the rock to prevent backfill material from entering voids in the drain rock. E. Maintain hydrants in a plumb position during the backfilling operation. F. Attach a fiberglass marker to the hydrant using an existing flange bolt located at the back of the hydrant. I 000055-05140-0 C 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02510-6 WATER MAIN I16‘ Ill 3.04 INSTALLATION OF VALVE A. Set and joint valves to new pipe in the manner as specified for cleaning, laying, and jointing pipe. Location to be determined by the Engineer. B. Valves and boxes shall be supported on an 8 inch concrete block as shown on the Drawings. C. Maintain valve box centered and plumb over the operating nut of the valve. I of D. Set top of valve box flush with the existing surface to provide 12 inches upward adjustment. 3.05 ANCHORAGE A. Brace fittings and hydrants securely against undisturbed soil using precast concrete block. Mega-lug or rod all joints from main line tee to hydrant gate valve,then from gate valve to hydrant. 3.06 INSULATION A. I I Review insulation installation with Engineer: 1 1. Place insulation between water pipe and sanitary pipe when water main or service is within 1 foot above or below the sanitary pipe. 2. Place insulation between storm sewer pipe and water main or water service when pipes are separated by less than 2 feet. 3.07 PIPE CONFLICTS A. Shall apply to any crossings under existing cast iron pipe and any pipe conflicts Iwhere a minimum clear separation of 1 foot is not possible. B. Cut the water main beyond the proposed sewer trench wall. r main and install offset as shown on the Drawings or C. Remove the abandoned Ovate as encountered during construction. D. All offset piping shall be DIP. 6 E. Megalug type restraints shall not be allowed on cast iron pipe. II 000055-05140-0 000055-051 ®2006 Bonestroo,Rosene, 02510-7 WATER MAIN Anderlik&Associates,Inc. I 3.08 PROTECTION A. Existing valves and hydrants shall be operated by the Public Works Department, unless under emergency situations. B. Securely plug all water main openings promptly before suspension of work at any time to prevent earth or other substances from entering the water main. C. Mark valve boxes and structures susceptible to being hit by construction or vehicular traffic. 3.09 FIELD QUALITY CONTROL A. Scope: 1. Perform hydrostatic pressure, disinfection, and conductivity tests. 2. The Engineer will observe and verify all tests and visually inspect final work for compliance. B. Required Tests and Inspection: 1. Hydrostatic Pressure Test: a. Minimum Test Pressure: 150 psi. b. Test Duration: 2 hours. c. Criteria: No drop in pressure allowed d Testing gauge shall be liquid filled, 4-1/2 inch diameter, labeled in 1 psi increments, such as Ashcroft Model 1082, or approved equal. e. All lines, including hydrant leads, water services, and stubs, shall be tested. I 2. Disinfection: a. General Requirement:AWWA C651 - ■ Disinfecting Water Mains (Tablet Method). b. Place hypochlorite tablets in each section of i e appurtenances: p P and all 1) Attach tablets to top of pipe with a food grade adhesive such as denture grip. 000055-05140-0 C 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02510-8 WATER MAIN I 2) The number of tablets required per 20 foot length of pipe based on 3-1/4 grain available chlorine per tablet is as Ifollows: Diameter No. of Tablets I 4 Inch 1 6 Inch 2 8 Inch 3 I 10 Inch 4 12 Inch 5 16 Inch 9 i 18 Inch 12 20 Inch 14 24 Inch 20 Ic. Fill main with water at a velocity of less than 1 foot per second if tablet method is used. d. Flushing by C ontractor ma y begin in after the chlorinated water has been allowed to disinfect the new pipe for 24 hours. Ie. 1 bacteria test is required for every 2000 feet of water main installed with a minimum of 2 sample tests per Project. Bacteria test shall be performed by an outside testing agency and shall be coordinated by the Engineer. Ili 3. Conductivity: 0 a. Conductivity shall be provided throughout the water system by use of copper straps or approved conductive gaskets with copper inserts, except when PVC or HDPE pipe is used. tb. Current — 350 amps at approximately 30 volts for 4 minutes, then 400 amps for 1 minute without fluctuation. IC. Lines must be filled with water prior to test. d. All lines, including hydrant leads, water services, and stubs, shall itbe tested. I • I 000055-05140-0 C 2006 Bonestroo,Rosene, 02510-9 WATER MAIN IAnderlik&Associates,Inc. 3.10 MEASUREMENT AND PAYMENT A. Bid Items have been provided for Water Main. Measurement and payment will be based upon the units listed below: 1. Water Main Pipe: Measurement will be based upon units of lineal feet for each size and type of pipe installed, as measured along the axis of pipe, without regard to intervening valves or fittings. Water main over depth shall not be measured. Payment at the Bid Unit Price shall include furnishing and installing pipe complete in place as specified. 2. Valve and Box: Measurement will be based on Valve and Box installed. Payment at the Bid Unit Price shall include furnishing and installing the Valve and Box complete in place as specified. 3. Hydrant: Measurement will be based on units of each Hydrant installed. Payment at the Bid Unit Price shall include furnishing and installing the Hydrant, including fiberglass flag. 4. DIP Fittings: Measurement shall be based on units of each fitting installed by size. Payment at the Bid Unit Price shall include DIP Fitting, poly i encasement, and hardware. 5. Fitting Restraint: Measurement shall be based on units of each Fitting Restraint installed by size. Payment at the Bid Unit Price shall include furnishing and installing Fitting Restraint,hardware, complete in place as specified. 1� 6. Connect to Existing Water Main: Measurement shall be based on each connection made, including the removal of existing plugs. Payment at the Bid Unit Price shall include all items required to complete the work. 7. Insulation: Measurement will be based on square yards of Insulation at the specified thickness. Payment shall be made at the Bid Unit Price and will include furnishing and installation of the Insulation. B. No Bid Items have been provided for testing. Testing shall be considered incidental to water main installation with no direct payment made. 1 C. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID, END 1 ND OF SECTION 000055-05140-0 I ®2006 Bonestroo,Rosene, 02 Anderlik&Associates,Inc. WATER MAIN III 1 SECTION 02530 SANITARY SEWER PART 1 - GENERAL II 1.01 SECTION INCLUDES A. Sanitary sewer gravity pipe,manholes, fittings, and miscellaneous appurtenances. 1.02 RELATED SECTIONS A. Section 02225 —Removals. B. Section 02280—Adjust Miscellaneous Structures. C. Section 02320—Trench Excavation and Backfill. ■ 1.03 REFERENCES �1 A. American Society of Testing and Materials (ASTM): 1. A48—Specification for Gray Iron Castings. 2. A615—Specification for Deformed and Plain Billet-Steel Bars for Concrete NO Reinforcement. i 3. C76—Specification for Reinforced Concrete Culvert,Drain,and Sewer Pipe. 4. C139—Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes. 5. C150—Specification for Portland Cement. 6. C206—Specification for Finishing Hydrated Lime. 7. C361 —Specification for Reinforced Concrete Low Head Pressure Pipe. 8. C478—Specification for Precast Reinforced Concrete Manhole Sections. 9. D16 — Terminology Relating for Paint, Varnish, Lacquer, and Related Products. 10. D698 — Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. I 000055-05140-0 C 2006 Bonestroo,Rosene, SANTTARY SEWER Anderlik&Associates,Inc. 02530-1 I ---..1""Y complete required inspections and testing before restoration D. Commence closed circuit TV ins e n of surface. place. P chop after all of the backfill is compacted in IPART 2—PRODUCTS 2.01 MATERIALS A. Concrete Materials. 1 Standard Portland Cement Type 1, clean washed sand, crushed rock gravel free from deleterious materials for monolithic concrete marsh ' and all manhole bases. manholes and 2 Portland Cement: Comply with the re uir ill Iq ements ofASTM C150. 000055-05140-0 C 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02530-3 SANITARY SEWER Specification for Ri 11. D1784 — S 'd Pol P gi y(Vinyl Chloride) (PVC) Compounds 1 and Chlorinated Poly(Vinyl Chloride) (PVC) Compounds. 12. D1785 1785 —S ecifica ' p tion for PVC Plastic Pipe, Schedule 40, 80, and 120. 13. D2321 — Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity—Flow Applications. 14. D3034 — Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings. i15. D3212 — Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. Gaskets 16. F477—Specification for Elastomeric Seals (Gaskets)for Joining Plastic Pipe. 17. F794—Specification for Pol o II p y(Vinyl Chloride)(PVC)Profile Gray;+••r�-- Pipe and Fittings Based on ContrnttPa T---' r A royal of the Engineer. Use proper water- 3• Design Mix: Subject to the app cement ratio to obtain(4000 psi)in 28 days. I. Y< B. Mortar Materials: to ASTM C150. Cement: Type 1 Standard Portland Cement conforming ASTM 1• uirements of AS 2. Lime: Normal finishing hydrated lime meeting the req C206. 3. Mix Proportions: it arts of suitable plaster sand for mortar basins, a. 1 part cement to 3 p manholes,plastering the exterior walls of block e or mortar mix in the amount It rings,and lift hole plastering purposes,but not adjusting g necessary to make a suitable mixture for p to exceed 15 percent by volume. cement to 2 parts of sand to which lime m for mortar used b. may be Portland ercentbyvolum may be added but not to exceed 15 p for laying concrete block. Comp ly with the requirements of ASTM A615,Grade 60. 4 Reinforcing Steel:. p 2.02 MANHOLES A. Precast concrete sections conforming to ASTM C478. ubber o-ring gasket type,or approved equal. B. Joints: R C Structure Bases: 1. Pre-cas t integral with bottom section of manhole. 2. Pre-cast invert. .2 deformed grade 1 St s: Reinforced polypropylene plastic steps with No D. Manhole eP steel rod. E. Pipe Connections: s consisting of a rubber manholes shall be fabricated with pipe openings dirt, ground 1 All marsh joint from allowing le material from entering. These materials shall be boot and stainless steeliband to seal off the 1 water,or other objectionable 11 installed with the fabrication on all new manh oles. SANITARY SEWER '� Anderli 000055-05140-0 &Ass Rosene, 02530-4 ®2006 Bonestroo, Anderlik&Associates,Inc. I 2.03 MANHOLE FRAMES AND COVERS A. Requirement: ASTM A48, Class 35C. B. Finish: Coal tar pitch varnish. C. Finish Preparation: Sandblast. D. Machine cover and frame contact surface for non-rocking protection. E. Type and Style: As shown on Drawings. F. Covers with 2 concealed pick holes of approved design. sr G. Weight: Minimum of 380 lbs. 2.04 PIPE MATERIAL A. PSM Poly(Vinyl Chloride)(PVC)Plastic Pipe and Fittings(4 Inch Through 15 Inch Diameter): 1. General: Pipe and fittings conform to ASTM D3034. 2. Materials: PVC plastics having a minimum Cell Classification of 12454B, 12454C,or 13364B as defined in ASTM D1784. Pipe materials shall have a j minimum hydrostatic design stress of 2,000 psi as certified by the Plastic Pipe Institute. Additives and fillers, including but not limited to stabilizers, antioxidants, lubricants, colorants, etc., shall not exceed 20 parts by weight �!. per 100 of PVC resin in the compound. 3. Design: Integral wall bell and spigot joint, and a minimum wall thickness conforming to SDR 35 and/or SDR 26. 4. Joints: Conform to ASTM D3212. Push-on type only with the bell-end grooved to receive a gasket. Elastomeric Seal(Gasket): A basic polymer of synthetic rubber conforming to ASTM F477. Natural rubber gaskets will not be accepted. 5. Marking: Each pipe shall be identified with the name of the manufacturer,or trademark and code,nominal pipe size in inches,the PVC cell classification, and"Specification D3034." 2.05 INSULATION A. Conform to the requirements of MnDOT Spec. 3760 for Polystyrene Insulation Board. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02530-5 SANITARY SEWER t 1 PART 3 - EXECUTION 3.01 PREPARATION ii A. Excavation and Preparation of Trench: Conform to Section 02320 — Trench Excavation and Backfill. II B. By-Pass Pumping: Contractor shall be responsible for all items required to maintain . sewer flows during construction of the new sanitary sewer line. All work and costs for this are considered incidental to the Project,unless otherwise specified. 3.02 INSTALLATION A. Connect to Existing System: 1 1. Connect to Existing Structure: a. Connect to existing structure at location shown on the Drawings. b. Core the hole in the structure, trimming the pipe flush with the structure, trimming the pipe flush with the pipe to seal it within the wall. . c. Reconstruct manhole bench/invert. p d. Make repairs to the structure. 2. Connect to End of Existing Pipe(Stub): a. Locate and expose end of existing stub. Remove existing plug Rem g p g and connect to pipe. B. Pipe Installation: I 1. Excavation and Preparation of Trench: Conform to Section 02320—Trench Excavation and Backfill. i 2. Lay and maintain pipe and appurtenances to the alignment, grade, and location shown on the Drawings and/or staked in the field. No deviation from the Drawing and/or staked alignment, grade, or location is allowed, unless approved by the Engineer. Deviation from grade in excess of 0.05 percent may be cause for removal and relaying pipe at the Contractor's expense. I 000055-05140-0 ©2006 Bonestroo,Rosene, I Anderlik&Associates,Inc. 02530-6 SANITARY SEWER i 3. General Pipe Installation Procedure: Use joint lubricant in accordance to I manufacturer's instructions. Lubricate joint,center spigot in bell,push spigot home, bring pipe to proper line and grade, and secure pipe in place by properly bedding. 4. Lay pipe upgrade with spigot ends pointing in the direction of flow. I 5. Plug all openings to the installed pipe with suitable stoppers to prevent water, dirt, and debris from entering the sewer. I6. Remove all foreign matter or dirt from interior of each pipe length as the work progresses. Keep the bell and spigot clean during and after installation. Take care to prevent dirt from entering the joint space. Remove any I superfluous material from inside the pipe after pipe installation by means of an approved follower or scraper. t7. All joints must be watertight. Repair any leaks discovered. C. Installing Structures and Appurtenances: t 1. Furnish and install structures in accordance with Detail Plates as shown on Ithe Drawings. 2. Place precast integral base section on compacted subgrade. I3. Set precast concrete sections plumb with a 1/8 inch er foot maximum p out of plumb tolerance allowed. 1 4. Install short precast section maximum 16 inch ( height) immediately below the eccentric cone or precast top slab. I5. Position vertical wall of the eccentric cone on the downstream side. 1 6. Steps: a. Locate over downstream pipe, except for pipe 24 inches in diameter I or greater. Then place where most appropriate to provide the most suitable access. Ib. Secure and neatly mortar in place 15 inches on center spacing. 7. Install Rings and Adjust Structure: Conform to Section 02280 — Adjust I Miscellaneous Structures. 8. Neatly mortar lift holes. 000055-05140-0 I ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02530-7 SANITARY SEWER I 1 9. All pipes entering the manhole must be cut with a power saw to provide a clean, smooth pipe surface. D. Sanitary Sewer Service Connections: 1. Wye: a. Wye to be at 45 degree angle from horizontal. I b. Plugs installed with Atlastic 77, Sonolastic Sealant, or approved equal, or specifically designed for the opening to be plugged. 2. PVC Risers: a. Pour concrete casement around connection. b. Pipe to be supported on undisturbed trench slope for entire riser length. E. Installat ion of Insulation: 11 1. Insulation over pipe in locations as shown on the Drawings. 2. Insulation is to be placed wherever sanitary sewer line comes within 3 feet of any storm structure or line, or within 5 feet of the groun d I 3.03 PROTE m promptly and before suspension of A. Plug all CTION entrances and openings to the syste p p Y operations at the end of working day. B. Secure manholes and structures immediately after completion or before suspension of 11 operations at the end of working day with casting or suitable alternative device. C. Mark structure susceptible to being hit by construction or vehicular traffic. D. Mark plug ark each lu location with 4 inch x 4 inch timber to above existing grade. 3.04 FIELD QUALITY CONTROL A. Scope: , 1. Provide all labor,materials, and equipment to perform tests. 1 2. Engineer to observe and verify all tests and to visually inspect the final work for compliance. 000055-05140-0 ®2006 Bonestroo,Rosene, SANITARY SEWER Anderlik&Associates,Inc. 02530-8 I B. Cleanup: 1. Clean pipe and all structures: a. If newly installed mains and structures are kept clean during construction, cleaning will not be required. b. If newly installed mains and/or structures become dirty due to negligence of the Contractor, cleaning will be performed at the sole expense of the Contractor. 2. The bailing or flushing method of cleaning pipe is acceptable only if adequate provisions, acceptable to the Engineer,for keeping dirt and debris out of the existing sewer system or ponds are employed. Jetting may be required. 3. Complete prior to final inspection for acceptance. C. Tests and Inspections: 1. Commence test procedures only when pipe and structures are clean and free of dirt, water, or other foreign matter, and for buried pipe, trench has been backfilled. 2. Infiltration Test: Test all systems for excessive leakage before being put in service. Test in section length increments deemed necessary by the Engineer, but in no case greater than 2,000 feet: a. Construct measuring weirs and devices as necessary and directed by the Engineer. The maximum allowable rate of leakage shall not exceed 100 gallons per mile per inch of diameter per day. 3. Camping: Engineer will verify installation for true line and grade,joints are home, no broken or deflective pipes exist, the installed pipe is structurally sound, and that the structures conform to the specified requirements. 4. Deflection Testing: Required for all flexible pipe(CCF, PVC, and HDPE). Deflection testing shall be conducted at least 30 days after the pipe has been backfilled to the desired finish grade. Deflection testing shall be done in the presence of the Engineer: a. Pipe Diameters Through 24 Inches: Deflections shall be determined by pulling mandrel through the sewer main. I 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02530-9 SANITARY SEWER I b. Pipe Diameters 24 Inches Through 36 Inches: Deflections shall be determined by use of a mandrel or a method submitted to and approved by the Engineer. c. Pipe Diameters Greater Than 36 Inches: Deflection measurements shall be determined using a mandrel, rigid bar, a circular rigid template, or by a method approved by the Engineer. d. Mandrel Require ments:The mandrel shall have a minimum diameter 1 equal to 95 percent of the average internal diameter of the pipe. The 5 percent deflection allowance shall include both deflection occurring after burial and deformation which occurs as a result of the manufacturing process, shipping, and pipe storage: 1) The Average Internal Diameter shall be determined as I specified below: a) Average Internal Diameter = (Average Outside Diameter) minus 2 x (Minimum Pipe Wall Thickness). II b) The Average Outside Diameter will be computed as the average of 16 Project Site field measurements of the pipe prior to installation. 4 outside diameter measurements will be made on each of 4 lengths of the particular diameter pipe to be tested. ii Measurements shall be made by the Contractor in the presence of the Engineer. c) No adjustments to the average internal diameter will be allowed for out-of-roundness, diameter variation, or thickness variation due to manufacture,shipping, and handling. constructed of rigid steel,be non-adjustable, II 2) Mandrel shall be co and have an odd number of legs (9 legs minimum). Its effective length shall not be less than its nominal diameter. 3) Deflection Template/Bar Requirements: a) The circular template diameter (or rigid bar length) shall be equal to the average internal diameter as determined in Articles 3.4.C. 2. b) Circular templates shall be constructed of rigid materials and be non-adjustable. 000055-05140-0 ®2006 Bonestroo,Rosene, SANITARY SEWER Anderlik&Associates,Inc. 02530-10 , K m K K ., 1 10 _7/ n 7J7J o (rn < < o (n L W W 2J z m = c 0 riPrill141110 r (n Z W D D Zm o �® , �� �� i _ III■mar li W' ■414,114er e¶11� �, a !.!re/ 11111. ►\ ��e Z� /� 4.104)a.°11.11 0 7i■I �►- o e i o I q 0 1 e 6,rarerePO�i I �4, oAI,e, •e......t■ �!- �I'�oerd�e4►i■ I �.' �4,��11IOejI10.•oe ion fi 4 try ■ 1r a �0,�C'I �e e ii./74` •kiii i I `' Ore F444 011 ®� 4)e oo�� . .a. �' .tifi e:� > 0000 WO 41 EI ME. o.e o c c c c ■ Rik 0,0.en mil �11114111b74 ` , v it [:,.:;.,n:::: 1100e- (_� C) C) C) s `'e. `/'.■- Ii rllllllml//0���e D z �) II��� ioeeeiii°e°0000 i ul j_ 1— 1— 1— r- Ii� '�11 111':•ma1 114$41%**theiTNII eoe�w �LM K K K ��� e� .r '..II, A e1e =el o0a:CO0�.1Z7 OZ W W W W �/ I'� Ili! �"�III 1�� eeoo°e1_1°111 -=ME 1P • `�{ min 0 m m rn m 0 v e■i °°IV1 ate' ou■Ieeo a it �_- �7 Z) .� ICJ � � �'� ° I �'�' '�I �e o1vV 11111111 °� iL I'.e.111V. • r"ery 0Y 1!�1 '' ltil , �•"'__Ia .' 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Posner DESIGNED KSE NOVAK AVENUE NORTH AND NORWICH AVENUE NORTH Anderlik& St.Paul,MN 55113 PRINT NAME: 0 1 o STREET & UTILITY IMPROVEMENTS Associates Phone:651-636-4600 �'I�� APPROVED SUP TITLE SHEET Engineers & Architects Fax:651-636-1311 SIGNATURE: DATE JAN 2006 M I www.bonestroo.corn C1 BONESTR00,ROSENE,M4OERLIK Jr ASSOCIATES,INC.2006 DATE arch }, 2006 22011 LIC.NO. 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Bonestroo .St. Paul Office WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION " �■ Rosene 2335 West Highway 36 AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER DRAWN GDS g UNDER THE LAWS OF THE STATE OF MINNESOTA. �a _ $ IO DESIGNED KSE NOVAK AVENUE NORTH AND NORWICH AVENUE NORTH Ander►tk& St.Paul,MN 55113 PRINT NAME: Dennis Pastier 0 ° STREET & UTILITY IMPROVEMENTS Associates Phone:651-636-4600 _ /��� APPROVED — ,__% LOCATION PLAN Engineers &Architects Fax:651-636-1311 SIGNATURE: �CQL�/� DATE JAN 2006 March S I www./wwwwWoo.com ©BONESTROO,ROSENE,ANOERLIK&ASSOCIATES,INC.2006_ DATE 3, 2006 LIG. NO. 22011 PROD.NO. 55-05-140 I m O �O KN X A� C< C A? m 0" <, y A < m I-- Q n W O O r93 C m W A w 0 Fi Im i oo D P1N Z I m 0 r v1 0 • c>o m 0 03 •zJ_, I b . 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DESIGNED KSE N D St.Paul,MN 55113 PRINT NAME: Dannia P°spar Anderllk& APPROVED DMP (�JI NOVAK AVENUE NORTH AND NORWICH AVENUE NORTH Associates Phone:651-636-4600 DATE JAN 2DD6 STREET & UTILITY IMPROVEMENTS Eng1D�� a Archltecu Fax 651-636-1311 SIGNATURE: Na�llo2011 0 s @BONESTR00,ROSENE,ANDERLIK&ASSOCIATES.INC.2006 DATE March 2006 PROD.NO 55-05-140 �" : STORM SEWER IMPROVEMENTS nnw•bonasNO°•caR I . jCO No ico i 0 10 10 .......1Q 1O i ' L \ 1 A. ....... l I' 1 I......... i ii .\ k" co), t 1 I I I 1 , << • II fh CN 2I AI • 1 1 ..._1,Al 0 GG �.... _....._...... . 1. 1. -ri g12. 1 W( . .... . c �\. 0 Ii v •r m.Z I .. . . I I Z-- '947.5 ... ......... .............._.. .. ........... o .....98 z3__ .__.........._.....Nl......._.............._...._.a.... i.......:: 58TH ST. N 0. Ism PVI STA 0+37.421 I _1 A. - •949 z................ 1 PVI ELEV.1.='947,46..... } I ::-:::i.,: If, 947.69 I I I t. .. �' T I ..... .. -ornDm f.. °A m ! 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I 1 1 co -§ t Io it 10 io I • OAK PARK HEIGHTS I HEREBY CERTIFY THAT OR U PLAN,SPECIFICATION.SUP OR REPORT SURVEY Bonestroo St. Paul Office WAS PREPARED BY HA OR SNEER MY DIRECT ION.OR RE n V U 2335 West Highway 36 AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER DRAWN CDS Rosene 9 Y UNDER THE LAWS OF THE STATE OF MINNESOTA. • s NOVAK AVENUE NORTH AND NORWICH AVENUE NORTH °Anderlik& St.Paul,MN 55113 PRINT NAME: Dennis M.Postler DESIGNED KSE O m• r9 STREET Sc UTILITY IMPROVEMENTS VI Associates Phone:651-636-4600 APPROVED DIAP .m NOVAK AVE NO. STREET IMPROVEMENTS Engineers &Architects Fax:651-636-1311 SIGNATURE: DATE JAN 2006 1 nemborne.Nee CM11 March 3, 2006 22011 ®BONESTR00,ROSENE,ANDERLIK&ASSOCIATES,INC.2006 DATE UC.N0. PROD.NO. 55-05-140 l0 10 i0 co 1 iv .................................. 'O .......... ......................... i L....._................... . .. . . .. . . . I I '.... I i _ is 1 I . 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I c0 co I to !o to 10 0! ! ! o C) T N OAK PARK HEIGHTS J Bonestroo St. Paul Office I HEREBY CERTIFY THAT THIS PUN,SPECIFICATION,OR REPORT SURVEY WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION NOVAK AVENUE NORTH AND NORWICH AVENUE NORTH v Rosene 2335 West Highway 36 AND THAT I MIA DULY LICENSED PROFESSIONAL ENGINEER DRAWN GDS UNDER THE TAWS OF THE STATE OF MINNESOTA. ; ti Anderlik& St.Paul,MN 55113 PRINT NAME; Dennis M.Posher DESIGNED KSE 0 0 m STREET & UTILITY IMPROVEMENTS VI Associates Phone:651-636-4600 APPROVED DMP e NOVAK AVE NO. STREET IMPROVEMENTS Engineers&Architects Fax:651-636-1311 SIGNATURE: DATE JAN 2005 1 R• .On QBONESTROO,ROSENE,ANDERUK S ASSOCIATES,WC.2006 DATE March 3,2006 . NO. 11 - - LIC. NO. PRDI.N0. 55-05-110 i .1 CO to co co co iW cn O I � , 1 � I � i i._.. _ ......._' ST. HWY. 60TH ST. N0. I I 942:0 . .....I .. ..... .. DNP yde • I . _ I DHP 942.0, .... I t I , 1 +.. 0 I 1 I (— + . ._942 0 1 F I l I is . . I. ... 1 I o I I I r_ ir I~ b m T1 F. y 0 . ..: — r ... 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PRIM NAME: JOHN LSON /) DE C+i Associates Phone:651-636-4600 [�l//ALA-''/yam/_ ELECTRICAL DETAILS Engineers &Architects Fax:651-636-1311 SIGNATURE• I www'0....0 O•C01^ ©BONESTR00,ROSENE,ANDERUK&ASSOCIATES.INC.2006 DATE 3 r„L_ UC.NO. 2400 • I I c) Rigid bars shall have a 1 inch diameter circular IIIsection,be constructed of steel,and be non-adjustable. e. Owner reserves the right to measure the deflection of all flexible pipe I at any time during the correction period. Deflections greater than 5 percent of the inside diameter of the pipe shall be considered failure. Contractor may be required to re-excavate the trench, re- compact the backfill material, and restore the surface with no additional compensation for such work. I5. Low Pressure Air Test: ii a. Must meet criteria set forth in ASTM C924 and ASTM F1417. b. Pipe shall be cleaned but may be wetted. Pneumatic balls shall be ii used to plug the ends at manholes. Low-pressure air shall be introduced into plugged line until the internal air pressure reaches 4.0 psig greater than the average back pressure of any groundwater I pressure that may submerge the pipe. At least 2 minutes shall be allowed for the pressure to stabilize before readings are taken and the timing started.During this time,check all plugs with soap solution to I detect plug leakage. If any plugs are found to leak, air shall be bled off, the plugs shall be retightened, and the air shall be reintroduced into the line. c. The sewer line under test will be accepted as having passed the air test,if the pressure does not drop more than 0.6 psig in less time than 1/2 minute per inch in diameter of the pipe being tested. The minimum starting pressure is 3.6 psig. 1 6. Inspect the newly installed pipe by remote TV. The video tape of each sewer line shall include audio description and printed stationing of service lateral locations. Provide the Engineer with a copy of the TV inspection tape,VHS Iformat. 3.05 MEASUREMENT AND PAYMENT �` be based A. Bid Items have been provided for Sanitary Sewer Pipe. Measurement will b upon units of lineal feet for each size,type and depth increment 0 feet—10 inches,10 feet-15 inches and in 5 foot increments thereafter,for furnishing and installing pipe • I complete in place as specified, including excavation,backfilling, and compaction. Pipe will be measured from centerline to centerline of manholes or to the connection point of the existing pipe. Depth of pipe shall be measured from the existing ground profile over the pipe at the time of construction to the design pipe invert: I 000055-05140-0 2006 Bonestroo,Rosene, SANITARY SEWER Anderlik&Associates,Inc. 02530-11 I 1. PVC pipe bedding will be paid in accordance 1 g p ance with Section 02320 - Trench Excavation and Backfill. � 2. Improved pipe foundation material,if fnecessary,shall be per Section 02320- Trench Excavation and Backfill. B. Bid Items have been provided for Sanitary Sewer Manhole Structures. Measurement will be based on the diameter of the manhole up to a depth of 8 feet. Payment will include the manhole, manhole frame and casting, and adjusting rings in place, as specified on the Drawings. C. A Bid Item has been provided for Structure Overdepth. Measurement will be based upon lineal feet for depths greater than 8 feet for each diameter. Measurement will be made from final rim elevation to center of invert. Payment will include the cost of furnishing and installing the manhole sections. D. A Bid Item has been provided for Connect to Existing Pipe. Measurement shall be on the basis of each and shall be considered to include all excavation, labor, materials, and equipment necessary to make the required connection, including removal of existing plug. E. Items v bry fon inch service into 8 inch PVC. Measurement ha will be based on units of each cutti and shall include excavation,labor,wye, materials, and all equipment een necessary ided to make the required connection in place. F. A Bid Bid Item has been e provpided o for Closed r Circug it 6 TV Inspection. Measurement will be by lineal foot. Payment will include all costs related to televise the line as specified, including submittals. G. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. END OF SECTION I I 000055-05140-0 I 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02530-12 SANITARY SEWER 1 ISECTION 02630 1 STORM DRAINAGE PART 1 —GENERAL I1.01 SECTION INCLUDES IA. Storm sewer pipe, manholes, catch basins, fittings, and miscellaneous appurtenances. I1.02 RELATED SECTIONS A. Section 01330—Submittal Procedures. Temporary B. Section 01570— ary em or Erosion and Sediment Control. IC. Section 02280-Adjust Miscellaneous Structures. D. Section 02315 —Excavation and Fill. I I E. Section 02320—Trench Excavation and Backfill. F. Section 02635 —Subsurface Drainage. G. Section 02720—Aggregate Base Course. H. Section 02770—Concrete Curb and Gutter. III1.03 REFERENCES IIA. American Society of Testing and Materials (ASTM): 1. A48—Specification for Gray Iron Castings. I2. A153 —Specification for Zinc Coating(Hot-Dip) on Iron and Steel Hardware. I3. A615 — Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. I4. A760 — Specification for Corrugated Steel Pipe, Metallic — Coated for Sewers and Drains. 11 5. C76 — Specification for Reinforced Concrete Culvert, Drain and Sewer Pipe. 000055-05140-0 ®2006 Bonestroo,Rosene, 02630-1 STORM DRAINAGE iAnderlik&Associates,Inc. I 6. C139 — Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes. 7. C150—Specification for Portland rtland Cement. 8. C206—Specification for Finishing Hydrated Lime. 9. C361 —Specification for Reinforced Concrete Low Head Pressure Pipe. 10. C-443 — Specification for Joints for Circular ar Concrete Sewer and Pipe, Using Rubber Gaskets. 11. C478—Specification for p n Precast Reinforced Concrete Manhole Sections. 12. D1248 — Specification for Polyethylene Plastic Molding and Extrusion Materials for Wire and Cable. 13. D1784— Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds 1 and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 14. D2837 — Specification for Standard Test Method for Obtaining f Hydrostatic Design Basis for Thermoplastic Pipe Materials. 15. D3212 — Specification for Joints for Drain and Sewer Plastic Pipe Using Flexible Elastomeric Seals. 16. F477 — Specifications for Elastomeric Seals (Gaskets) for Joining( g Plastic Pipe. 17. F794 — Specification for Poly (Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter. 18. F894 — Specification for Polyethylene (PE) Large Diameter Profile Wall Sewer and Drain Pipe. B. Minnesota Department of Transportation "Standard Specifications for Construction,"2000 Edition(MnDOT Spec.): 1. 3226—Corrugated Steel Pipe. 2. 3351 —Sheet Metal Products. I 3. 2511 —Rip Rap. 4. 3601 —Rip Rap Materials. 5. 3733—Geotextiles. 000055-05140-0 C 2006 Bonestroo,Rosene, 02630-2 Anderlik&Associates,Inc. STORM DRAINAGE I 7. Manhole Steps: Reinforced polypropylene plastic steps with No. 2 deformed grade steel rod. I2.04 PIPE MATERIALS IA. Reinforced Concrete(RCP)Pipe and Fittings: 1. General Requirement: ASTM C76 Wall B with circular reinforcing. 2. Materials: Conform to the requirements of ASTM C76 Wall B u I circular reinforcing. 0-ring gaskets shall be synthetic rubber, reinforcing in cross-section and shall conform to ASTM C361. I 3. Pipe Joints: Bell and spigot ASTM C361. 4. Pipe Class: As shown on the Drawings. 5. Marking: Each pipe shall be identified with the name of me of the e manufacturer a of I' trade name or trademark and code, identification Imanufacture, and the pipe class and specification design. 2.05 TRASH GUARDS IA. General: I 1. General Requirement: ASTM A153. 2. Materials: Galvanized steel rods meeting the requirements in ASTM A153. 3. Bar size and configuration as shown on the Drawings. I4. Securely attached to end section. 1 2.06 RIP RAP A. General Requirement: Conform to MnDOT Spec. 2511: I1. Riprap Materials: Conform to MnDOT Spec. 3601. 1 2. Granular Filter: Conform to MnDOT Spec. 3601. 3. Geotextile Filter: Conform to MnDOT Spec. 3733. 4. Grout: Conform to MnDOT Spec. 2461. 1 000055-05140-0 ©2006 Bonestroo,Rosene, 02630-5 STORM DRAINAGE IAnderlik&Associates,Inc. Asomomml I PART 3 -EXECUTION 3.01 PREPARATION A. Trench excavation and backfill shall conform to Section 02320 — Trench Excavation and Backfill. B. By-Pass Pumping: Contractor responsible for all items required to maintain sewer flows during construction of the new storm sewer. All work and costs for by-pass pumping is considered incidental to the Project, unless otherwise specified. 3.02 INSTALLATION I A. Connect to Existing Structure: 1. Connect to existing structure g at location shown on the Drawings. 2. Core the hole in the structure and saw cut the pipe flush with the inside wall of the structure. 3. Bulkhead void between outside wall of pipe and edge of opening with mortar and brick. 4. Reconstruct manhole bench/invert. B. Connect to End of Existing Pipe: 1. Connect to existing pipe at locations shown on the Drawings. 2. Locate and expose end of existing pipe. 3. Remove existing bulkhead or plug and dispose of offsite: 1 a. Take care not to damage existing pipe. b. Any segment of pipe damaged by Contractor shall be replaced with new materials at no expense to the Project. 4. Utilize standard bell and spigot joint with rubber o-ring a g g sket, if possible. 5. If butt connection must be made to existing pipe, construct concrete collar I around joint. Collar shall be minimum 12 inches thick in all locations and shall extend a minimum of 12 inches each way of the joint. 000055-0 -0 ®2006 Bones5140troo,Rosene, Anderlik&Associates,Inc. 02630-6 STORM DRAINAGE 1 C. Pi a Installation: I 1. Lay and maintain pipe appurtenances to the alignment, grade, and location shown on the Drawings and/or staked in the field. No deviation from the Drawing and/or staked alignment, grade, or location is allowed, unless I approved by Engineer. Deviation from grade in excess of 0.05 percent may be cause for removal and relaying pipe at the Contractor's expense. II2. General Pipe Installation Procedures: I a. Wipe joints clean; apply the manufacturer's recommended lubricant compound over the entire joint surface; center spigot in bell and push spigot home; take care to prevent dirt from entering the joint space; bring pipe to proper line and grade and secure pipe in place by properly bedding. 3. Lay pipe upgrade with spigot ends pointing in the direction of flow. 4. All joints must be watertight. 1 5. Remove all foreign matter or dirt from inside the pipe. Keep the bell and spigot clean during and after installation. Take care to prevent dirt from I entering the joint space. Remove any superfluous material from inside the pipe after pipe installation by means of an approved follower or scraper. I 6. Where cut-ins make it impossible to construct bell and spigot joints or when dissimilar pipe materials are joined, a reinforced concrete collar shall be placed completely surrounding the joint or the connection shall be Imade by using an approved adapter. 7. Any pipe which has been disturbed after being laid must be taken up, the Ijoint cleaned and properly relaid as directed by the Engineer. 8. Where a sewer line outlets to grade or where the line is terminated with a flared end section: a. Fasten at least the last 3 joints together using 2 "U" bolt fasteners Iper joint approved and as recommended by the pipe manufacturers. D. P Structures and Appurtenances Installation: 1 1. Furnish and install structures in accordance with the Drawings. 1 2. Excavate to depth and size as shown in the Drawings. 1 000055-05140-0 ®2006 Bonestroo,Rosene, 02630-7 STORM DRAINAGE Anderlik&Associates,Inc. I 3. Pour inverts shaped to the half section of equivalent q valent size pipe conforming to the inlet and outlet pipe so as to allow for a free, uninterrupted flow with all surfaces sloping to the flow line. 4. Preformed inverts not allowed where pipe grades are 2 percent or greater, unless design grade is built through the manhole. 5. All concrete pipes entering manholes must be cut with a concrete saw. 6. Steps: a. Locate on the downstream side, except for pipe 24 inches in diameter or greater. Then place where most appropriate to provide the most suitable access. b. Secure and neatly mortar in place 15 inch on center spacing. 7. Position vertical wall of the eccentric cone on the downstream side. 8. On structures with a build that contains more than 1 barrel section, the section immediately below the precast top slab shall be maximum 16 inch height. 9. Lift holes neatly mortared up. 10. Install Adjustment Rings and Adjust Casting: Conforming to Section 02280—Adjust Miscellaneous Structures. E. Construct Manhole Over Existing Pipe: I 1. Construct manhole over existing pipe at locations shown on the Drawings. 2. Saw cut existing pipe to fit flush with inside wall of new structure. 3. Seal any openings in manhole. I F. Riprap: 1. General: Conform to MnDOT Spec. 2511. G. Bulkhead Pipe: f 1. Bulkhead pipe at locations shown on Drawings with brick, non-shrink concrete grout, or concrete block masonry, 8 inches thick. 2. Precast concrete plugs may be used in lieu of bulkhead. Plug must fit snugly into pipe opening and be watertight. 000055-05140-0 C 2006 Bonestroo,Rosene, 02630-8 Anderlik&Associates,Inc. STORM DRAINAGE • I 1 3.03 FIELD QUALITY CONTROL 111 A. Scope: 1. All pipeline testing is considered incidental to the Bid cost of the pipe. I2. Engineer to observe and verify that all tests and visual inspections have been completed prior to final acceptance. B. Cleaning: I1. Consists of cleaning the pipe and structures: I a. If newly installed mains and structures are kept clean during construction, cleaning will not be required. b. If newly installed mains and/or structures become dirty due to Inegligence of the Contractor, cleaning will be performed at the sole expense of the Contractor. 1 2. The bailing or flushing method of cleaning pipe is acceptable only if adeqte ovin acceptable i , keeping di and debrivas out pr of the is o existing s, sewer system to the or Eng ponds neer for are employed. jr etting maybe required. 3. Complete prior to final inspection for acceptance. C. Required Tests and Inspections: 1. Infiltration: a. To determine the amount of ground water infiltration into the sewers. b. Test waived if no visible infiltration is observed during the Ilamping inspection. - Ic. Measurement made by means of 90 degree v-notch weirs placed in the lines as directed by the Engineer. I d. Measurements taken at the points where, in the Engineer's opinion, the flow of water in the sewer is greater than the maximum allowable leakage. Ie. Maximum Allowable Rate of Leakage: Not more than 100 gallons per mile per inch diameter per day. I 000055-05140-0 ©2006 Bonestroo,Rosene, 02630-9 STORM DRAINAGE Anderlik&Associates,Inc. Ia f. Tests may be taken between individual manholes and the infiltration in any given line must not exceed the specified maximum allowable rate. g. Method of Measurement: Measurement of time for a predetermined volume of flow to occur. 2. Lamping: a. Verify installation is to true line and d grade. b. Verify installed pipe is structurally sound. c. Verify there are no broken or deflective pipe. d. Verify that joints are all home. e. Verify structures conform to specified requirements. 1 3.04 PROTECTION A. Plug all entrances and openings to the system promptly and before suspension of operations at the end of working day. I B. Secure manholes and structures immediately after completion or before suspension of operations at the end of working day with castings or suitable alternative device. C. Mark all structures to avoid being hit by construction or vehicular traffic. • D. Mark each plug location with 4 inch x 4 inch timbers to above grade to aid in marking the future connection. I E. Establish erosion control measures as per Section 01570 — Temporary Erosion and Sediment Control I 3.05 MEASUREMENT AND PAYMENT A. Bid Items have been provided for Storm Sewer Pip e. Measurement will be based upon units of lineal feet for each size, type, class, and depth increment 0 feet— 10 feet, 10 feet — 15 feet, and in 5 foot increments thereafter of pipe furnished and installed, complete in place as specified, including excavation, backfilling, and compaction. Pipe will be measured from centerline of structure to centerline of structure: J 1. Pipe bedding will be considered incidental to the installation of the storm sewer. I 000055-05140-0 ®2006 Bonestroo,Rosene, 02630-10 Anderlik&Associates,Inc. STORM DRAINAGE Iii SECTION 02635 0 SUBSURFACE DRAINAGE PART 1 —GENERAL I1.01 SECTION INCLUDES IA. Drain tile. 1.02 RELATED SECTIONS A. Section 02320-Trench Excavation and Backfill. IB. Section 02630 - Storm Drainage. 1.03 REFERENCES 1 A. American Society of Testing and Materials (ASTM): 1 1. D1056 -Flexible Cellular Materials - Sponge or Expanded Rubber. 2. D1248 Polyethylene Plastics Molding and Extrusion Materials. 3. D1784 - Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated I Poly(Vinyl Chloride) (PVC) Compound. 4. F758 - Smooth-Wall Poly (Vinyl Chloride) (PVC) Plastic Under Drain I Systems for Highway,Airport, and Similar Drainage. B. American Association of State Highway and Transportation Officials (AASHTO): Ill1. M252 - Corrugated Polyethylene Drainage Tubing(3 Inch to 10 inch). C. Minnesota Department of Transportation "Standard Specifications for Construction," 2000 Edition(MnDOT Spec.): 1. 3149 - Granular Material. 2. 3733 - Geotextiles. I I i000055-05140-0 C 2006 Bonestroo,Rosene, 02635-1 SUBSURFACE DRAINAGE Anderlik&Associates,Inc. I PART 2—PRODUCTS 2.01 PVC PIPE AND FITTINGS A. Drain Tile: 1. General Requirement: ASTM F758. 2. Materials: Minimum Cell Classification of 12364C as defined in ASTM D1784. 3. Classification: Minimum pipe stiffness of 46. 1 4. Joints: Gasket-Type Joints meeting ASTM D3212. 5. Perforations: Circular on 3-1/4 x ±-1/4 inch centers. Hole size maximum of 3/8 inch and a minimum of 3/16 inch, arranged in 4 rows along the full length of the pipe. 2.02 PIPE DRAIN AGGREGATE A. Course Filter Aggregate conforming to MnDOT Spec. 3149.2H. 2.03 GEOTEXTILE 1 A. Geotextile Wrap shall conform to MnDOT Spec. 3733, Type 1. PART 3 —EXECUTION 3.01 GENERAL I A. The location and alignment of the subsurface drains are shown in a general manner on the Drawings. Exact location and alignment to be determined by the Engineer. 3.02 DRAIN TILE INSTALLATION A. Conform to details on Drawings. B. Construct at locations and elevations determined by Engineer or as shown on the Drawings. 1 C. Pipe Bedding: Drain pipe aggregate. D. Grade: Unless otherwise specified or shown on the Drawings, the grade shall not be flatter than 1 in 250. g l o f pipes 000055-05140-0 C 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02635-2 SUBSURFACE DRAINAGE I I E. Plug upstream end of the drain pipe. I • F. Sections of the drain pipe shall be firmly joined. G. If perforated drain pipe is used, the pipe shall be placed so that the perforations I are in the position indicated on the Drawings or designated by the Engineer. I H. Connections: Connect to hole provided in precast structure. Seal joint with mortar: 1. Core drill connection to structure where precast hole is not provided. I. Compaction: Conform to Section 02320—Trench Excavation and Backfill. J. Flushing: After installation has been completed, pipes shall be flushed with sufficient water to remove material that has entered the pipes during construction. 3.03 FIELD QUALITY CONTROL I A. Do not backfill trench until the pipe has been inspected and approved by the Engineer. I3.04 MEASUREMENT AND PAYMENT A. A Bid Item has been provided for Drain Tile. This Bid Item shall be used for I installation of Drain Tile for subgrade drainage within street areas. Measurement will be by linear feet of pipe along its axis with no regard to intervening fittings. Payment shall include geotextile, aggregate, and fittings. IB. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. 1 IEND OF SECTION I I I i • 000055-05140-0 2006 Bonestroo,Rosene, iAnderlik&Associates,Inc. 02635-3 SUBSURFACE DRAINAGE I SECTION 02720 AGGREGATE BASE COURSE PART 1 —GENERAL 1.01 SECTION INCLUDES A. Requirements for aggregate base course on a prepared subgrade. I1.02 RELATED SECTIONS A. Section 02318—Subgrade Preparation. B. Section 02740—Plant Mixed Asphalt Pavement. 1.03 REFERENCES A. Minnesota Department of Transportation"Standard Specifications for Construction," 2000 Edition (MnDOT Spec.): I1. 2211 -Aggregate Base. 2• 3138—Aggregate for Surface and Base Courses. 1.04 SUBMITTAL A. Submit gradation report on sample of aggregate base to be used. 1.05 SEQUENCING AND SCHEDULING A. Construct aggregate base only after all Y of the following have been completed: I1. Subgrade has been corrected for instability problems and successfully passed a test rolling test performed by the Contractor and witnessed by the Engineer. 2. Subgrade has been checked for conformance to line and ade tolerances gT es PART 2 -PRODUCTS 2.01 MATERIALS A. Aggregate Base: Conform to MnDOT Spec. 3138, Class 5 aggregate, 100 percent crushed. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02720-1 AGGREGATE BASE COURSE I PART 3 -EXECUTION 3.01 PREPARATION A. Prepare the subgrade in accordance with Section 02318—Subgrade Preparation. B. Subgrade to be completed and approved by the Engineer prior to installation of aggregate base. 3.02 CONSTRUCTION REQUIREMENTS A. Conform to MnDOT Spec. 2211.3: 1. Compact by mechanical means to 100 Percent Standard Proctor Density. 1 2. Install aggregate base in accordance with details on Drawings. 3. Deliver weight tickets to Engineer daily. I 3.03 FIELD QUALITY CO NTROL A. The Owner shall have an independent testing laboratory sample the aggregate base materials, determine the moisture/density relationships and gradation, and perform field moisture/density tests at locations determined by Engineer. aggregate base surface will be checked for a e I B. Line and Grade Tolerance: The final g conformance to specified tolerances by m tr nglin "method prior to approval to pave the surface. Grade shall be±0.03 f eet grade. I 3.04 PROTECTION A. Protect aggregate base until it is covered by surface pavement. Keep aggregate Kee a egate base free of ruts and irregularities until covered by surface paving. I C. Place water on aggregate base for dust control as required to eliminate nuisance conditions for adjacent properties. 3.05 MEASUREMENT AND PAYMENT A. A Bid Item has been provided for Aggregate Base, Class 5, 100 Percent Crushed. Measurement will be by the ton of material compacted in place as determined from weight tickets delivered to the Engineer: I 000055-05140-0 ®2006 Bonestroo,Rosene, 02720-2 AGGREGATE BASE COURSE Anderlik&Associates,Inc. I 111 SECTION 02740 PLANT MIXED ASPHALT PAVEMENT PART 1 —GENERAL 1.01 SECTION INCLUDES A. Hot plant mixed asphalt-aggregate mixtures for wearing and non-wearing g on wearmg pavement courses. B. Bituminous tack coat. 1.02 RELATED SECTIONS A. Section 02280—Adjust Miscellaneous Structures. B. Section 02720—Aggregate Base Course. C. Section 02770—Concrete Curb and Gutter. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Standard Specifications for Construction,"2000 Edition(MnDOT Spec.): 1. Attached version of Specification 2360 Plant ant Mixed Asphalt Pavement (Combined 2360/2350(Gyratory/Marshall Design) Specification). 2. 2357 -Bituminous Tack Coat. 3. 2535 -Bituminous Curb. 1.04 SUBMITTALS ' A. Submit mixture design report to the Engineer. Conform to MnDOT Spec. 2360.3E and 2360.4F, and Division 1 - General Requirements. B. Contractors shall submit mix design report for all projects, regardless of the size of the project. C. Contractor shall submit Q/C results in accordance with MnDOT Spec. 2360.4F. I I 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02740-1 PLANT MIXES ASPHALT PAVEMENT 1.05 SEQUENCING AND SCHEDULING A. to base prior to and acement bitumi concrete curb and gutter sur tot f be completed and approved by the Agg Engineer rega pl of aces. p B. The Contractor shall provide a 48 hour notice for scheduling and noticing of the I residents prior to paving operations. C. Adjust structures prior to placement of bituminous wearing course as specified in Section 02280—Adjust Miscellaneous Structures. D. Bituminous cores for testing shall be taken 12 to 48 hours after paving operations. I E. Bituminous wear course shall be constructed in 2007 as indicated by the Final Completion Date. PART 2 —PRODUCTS t' 2.01 MATERIALS A. Mixture Designation: Conform to MnDOT 2360.1, except as modified in the typical section Detail Drawing and Bid Form. B. Conform to MnDOT Section 2360.2, except as modified herein: 1. Scrap Asphalt Shingles (2360.2A2h) are not allowed in wearing course I pavements. 2. Waste Incinerator Ash (WIA) (2360.2A2j) will not be allowed in either I bituminous wear or non-wear course pavements. C. Bituminous Tack Coat: 1. Bituminous Material: Conform to MnDOT Spec. 3151: a. Emulsified Asphalt, Cationic, CSS-1 or CSS-2. D. Asphalt Binder Material: Conform to MnDOT Spec. 2360.2G and as identified in the Mix Designation. � E. Mixture Design: Conform to MnDOT Spec. 2360.3. 1 I l 000055-05140-0 ©2006 Bonestroo,Rosene, 02740-2 PLANT MIXES ASPHALT PAVEMENT Anderlik&Associates,Inc. I 1 F. Mixture Quality Management (Quality Control/Quality Assurance): Conform to MNDOT Spec. 2360.4, except as modified herein: I1. Quality Control Testing: The Contractor will be allowed to provide historical testing data from the previous 3 days of production for each Imixture type to meet the Production Sampling and Testing Rates indicated in Table 2360.4-E for Course Aggregate Angularity and Fine Aggregate Angularity. The Contractor will be allowed to provide historical testing Idata from the previous 10 days of contractor production for each mixture type to meet the Production Sampling and Testing Rates indicated in I Table 2360.4-E for TSR, Aggregate Specific Gravity, and Asphalt Binder Content. 2. Quality Assurance testing will be completed at the discretion of the Engineer, testing rates will not exceed Table 2360.4-D and 2360.4-E: I a. A verification sample will be taken by the Engineer. The Contractor will be required to use the verification companion sample as part of the QC testing program. IPART 3 —EXECUTION I 3.01 GENERAL- CONFORM TO MNDOT SECTION 2360.5 CONSTRUCTION REQUIREMENTS, EXCEPT AS MODIFIED HEREIN I A. The Contractor to review the proposed paving sequence with the Engineer prior to placement of each bituminous course(lift). 1 I B. The Proposed Sequence Shall Address The: Longitudinal seams, compaction, traffic control, hauling routes, and placement of pavement markings. IC. Preparation of Bituminous Non Wear Course: 1. Final clean up of the bituminous surface with the use of a power pickup Ibroom and front end loader 2. Adjustment of structures as specified in Section 02280 — Adjustment IMiscellaneous Structures. D. Joints: 1 1. Where new construction meets existing bituminous surfacing, the existing surface shall be uniformly milled or saw-cut straight, and bituminous tack Icoat applied prior to placement of each bituminous course(lift). 3.02 RESTRICTIONS 1 000055-05140-0 C 2006 Bonestroo,Rosene, IIAnderlik&Associates,Inc. 02740-3 PLANT MIXES ASPHALT PAVEMENT I A. Conform to MnDOT Section 2360.5B, except as modified herein: 1. All street surfaces checked and approved by the Engineer prior to paving. 2. Existing bituminous surfaces must be dry prior and during placement of any bituminous pavements. 3. Wearing course shall not be placed when the air temperature in the shade and away from artificial heat is 50° or less, unless otherwise approved by the Engineer. 3.03 EQUIPMENT I A. Conform to MnDOT Section 2360.5C. 3.04 TREATMENT OF SURFACE A. Bituminous Tack coat shall conform to MnDOT Spec. 2357, except as modified I herein. B. Restrictions: 1. The tack coat shall not be applied when the road surface is wet or when the weather conditions are unsuitable. 2. The area for tack coat application shall be limited as directed by the Engineer. 3. The Contractor shall have sole responsibility of claims of tack coat on personal property due lack of notification or signage of the area being tack coated. C. Equipment: 1. Conform to MnDOT Spec. 2321.3C1. I D. Road Surface Preparation: 1. Conform to MnDOT Spec. 2357.3C. I 1 E. Application: 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02740-4 PLANT MIXES ASPHALT PAVEMENT I 1• At a uniform rate conforming than 0.05 gallon per square to MnDOT Spec. 2357.3D1, but not greater yard. 2. Along the front edge of the concrete curb and bituminous base. gutter,prior to placement of 3.05 PAVEMENT DENSITY A. Conform to MnDOT Section 2360.6, except as modified herein: 1. Pathways, Driveways, Small Parking Lots, Patching shall conform to Section 2360.6C Leveling Courses, and Method. — Ordinary Compaction 2. All other Pavement Density shall conform to Section 2360.6B — Maximum Density Method. 3. Modify Table 2360.6-B2a Lot Determination as indicated below: Daily Production(Tons) 200 to 1000 Lots 1001 to 2000 imiimin 2001 to 3600 3601 to 5000 5001 + 4 6 Daily production 0 to 200 tons is at the discretion of the Engineer. B. Vibrating steel drum roller and a pneumatic tired roller employed in conjunction with each other during compaction of all wear courses. 3.06 THICKNESS AND SURFACE SMOOTHNESS REQUIREMENTS A. Conform to MnDOT Section 2360.7, except as modified herein: 1. Delete Section 2360.7C Pavement Smoothness. B. Structure Adjustment — Conform to Section 02280 — Adjust Miscellaneous Structures for tolerances. 3.07 MEASUREMENT AND PAYMENT 000055-05140-0 A• Method of measurement and eept as mod' payment shall conform to ex ified herein. MnDOT Section 2360.8, B. A Bid Item has been provided for bituminous material for Tack Coat: C 2006 Bonestroo,Rosene, Anderlik&Associates,Inc, 02740-5 PLANT MIXES ASPHALT PAVEMENT I I 1. Measured by volume in gallons at 60°F. 2 Payment ous material used for Tack Coat lude d application at the es p for bitumen coain ensation in full for all costs incidental to the furnishing p Bid Unit Price per gallon. i 3 Cleaning of all debris and dirt from the previous bituminous surfaces prior to placement of Tack Coat is included in the Bid Unit Price for Tack Coat. for tacking exposed edges of existing bituminous surfaces and 4. Payment fo placement I concrete curb and gutter in conjunction with base course considered incidental to the placement of the base course. or different types of bituminous mixtures: I C. Bid Items have been provided f 1 Measured by the weight in tons of material placed and accepted for each specified Bid Item as stated in the Bid Form. Payment shall be made in I schedules provided in the accordance with the acceptance and /Marshall Design) Specification. MnDOT Combined 2360/2350 (Gyr ator Y and 1 2. The Bid Unit Price includes both the bituminous course mixture asphalt binder material. will not exceed 70 percent of the total calculated payment 1 Partial payment and product documentation is received and found until the required testing I to be acceptable to the Engineer. Contractor shall note that all bituminous ebaseo course is to constructed be 2. The Contra in 1 constructed All is costs so associated with bituminous the required bituminous construction 2007. All costs as project. phasing will be considered incidental to the p ro J D. Preparation of Bituminous Base: Measurement and Payment shall be made as stated in the Bid Form and shall include the following: pickup broom. 1. Final clean up of the bituminous base course with a power pic p 2. Final adjustment of the structures to conform to Section 02280 — Adjust Miscellaneous Structures. costs of this Section shall be incidental to the Project and E. All other work and included in the TOTAL BASE BID. END OF SECTION 000055_05140m PLANT MIXES ASPHALT PAVEMENT C 2006 Bonestroo,Rosene, 02740-6 II Anderlik&Associates,Inc. I I (2360)PLANT MIXED ASPHALT PAVEMENT Combined 2360/2350(Gyratory/Marshall Design)Specification December 16,2005 This Specification requires the Contractor to provide a mix that complies with all of the design,and placement requirements of the Specification. The ' �Owner does not make any guaranty or warranty, either express or implied, that compliance with 1 part of this 4)ecification guarantees that the Contractor will meet the other aspects of the Specification. All Sections titled 2360 also apply to 2350. 2360.1 DESCRIPTION ' This work consists of the construction of 1 or more pavement courses of hot plant mixed asphalt- aggregate mixture on the approved prepared foundation, base course, or existing surface in accordance with the Specifications and in conformity with the lines, grades, thicknesses, and typical cross sections shown on the Drawings or established by the Engineer. Mixture design will be either 2360 or 2350 (gyratory or Marshall) as described in the Sposial--P-Rwisiells Drawings through the mixture designation. A Mixture Designations Mixture designations for asphalt mixtures contain the following information: (1) The first 2 letters indicate the mixture design type: SP=Gyratory Mixture Design LV=Marshall Mixture Design-Low Volume,50 blow MV=Marshall Mixture Design—Medium Volume, 50 blow SM=Gyratory Mixture Design for Stone Matrix Asphalt(SMA) (2) The third and fourth letters indicate the course: WE=Wearing and Shoulder Wearing Course NW=Non-Wearing Course (3) The fifth letter or number indicates the maximum aggregate size*: A or 4= 12.5mm[1/2 inch],SP 9.5 B or 3=19.0mm[3/4 inch],SP 12.5 I C or 2=25.0mm[1 inch],SP 19.0 5= 9.5mm[3/8 inch],(Marshall design only) E=See provision for SMA design *Letter is used in gyratory designation;number is used in Marshall designation (4) For Gyratory Design: The sixth digit indicates the Traffic Level(ESAL's x 106) The requirements for gyratory mixtures in this Specification are based on the 20 year design traffic level of the Project expressed in Equivalent Single Axle Loads(ESAL's). The 5 traffic levels are shown below in Table 2360.1-A. Traffic Level 2' 32 4 5 6 Table 2360.1-A Traffic Levels 20 Year Design ESAL's(1 x 106 ESAL's) < 1 1 to<3 3to< 10 10 to<30 II SMA -- (AADT#2300) 2-- (2300<AADT<6000) I 1 I 2360/2350 Combined Specification December 16,2005 For Marshall Design: The sixth and seventh digit indicate the Marshall design blows: 1 50 blow design for both LV and MV mixtures (5) The last 2 digits indicate the air void requirement: 40=4.0 percent for SP and SM Wear Mixtures 35=3.5 percent for MV Wear and Non-Wear 30=3.0 percent for LV Wear and Non-Wear and SP Non-Wear and Shoulder (6) The letter at the end of the mixture designation identifies the asphalt binder grade: I Standard Grades Specialty Grades B=PG58-28 A=PG52-34 C=PG58-34 D=PG 58-40 E=PG 64-28 G=PG 64-40 F=PG 64-34 H=PG 70-28 L=PG64-22 I=PG70-34 Ex: Gyratory Mixture Designation--SPWEB540E(Design Type,Lift,Agg Size,Traffic Level,Voids, Binder) Ex:Marshall Mixture Designation—LVWE35030B(Mix Type,Lift,Agg Size,Marshall Blows,Voids,Binder) Ex: SMA Mixture Designation -- SMWEE640H(Design Type,Lift,Agg Size,Traffic Level,Voids,Binder) B Minimum Lift thickness Minimum paving lift thickness will be based on maximum aggregate size: Aggregate Size A,4*;B,3*: Minimum Lift thickness=40 mm[1-1/2 inch] Aggregate Size 5*: Minimum Lift thickness=20 mm[3/4 inch] Aggregate Size C,2*(for non-wear only): Minimum Lift thickness=65 mm[2-1/2 inch] *Marshall designation 2360.2 MATERIALS A Aggregate Al General The aggregate shall consist of sound,durable particles of gravel and sand,crushed stone and sand, or combinations thereof. It shall be free ofs objectionable matter,such as metal, glass,wood,plastic, brick,rubber, and any other material having similar characteristics. Coarse aggregate shall be free from coatings of clay and silt to the satisfaction of the Engineer. The Contractor shall not compensate for the lack of fines by adding soil materials,such as clay, loam,or silt. Overburden shall not be blended into the asphalt aggregate. Each different material(source,class,kind, or size) shall be fed at a uniform rate from its storage unit. An individual source,class,type,or size of material shall not be stockpile blended with another source,class, type,or size of material. A2 Classification The aggregate shall conform to 1 of the following classifications. The class of aggregate to be used shall be the Contractor's option,unless otherwise specified in the Contract. I I Page 2 of 48 2360/2350 Combined Specification December 16,2005 B1 Aggregate sample At least 15 working days prior to the start of asphalt production,the Contractor shall submit to the Department Bituminous Engineer or the District Materials Engineer a 35 kg [80 pound] sample of representative aggregate retained on the 4.75 nun sieve [#4] and a 15 kg [35 pound] sample of material passing the 4.75 mm sieve [#4] for quality testing. The Contractor shall provide 24 hour notice of intent to sample aggregates. These samples will be tested for quality of each source, class,type, and size of virgin and non-asphaltic salvage aggregate source used in the mix design. The Contractor shall retain a companion sample of equal size until a Mixture Design Report is issued. Quality requirements are defined in Section 2360.2C. Aggregates that require the magnesium sulfate soundness test shall be submitted to the Department Bituminous Engineer or District Materials Engineer at least 30 calendar days prior to the start of asphalt production. Dispute resolution procedures for aggregate qualities are on file in the Bituminous Office. B2 Mixture sample At least 7 working days prior to the start of asphalt production, the Contractor shall submit in writing a proposed Job Mix Formula (JMF) for each combination of aggregates to the Department Bituminous Engineer or District Materials Engineer for review. A Level II Quality Management mix designer must sign the proposed JMF. For each JMF submitted, the Contractor shall include test data to demonstrate conformance to mixture properties as specified in Table's 2360.3-B2b and 2360.3-B2c. The proposed JMF shall be submitted on forms approved by the Department. In addition,the Contractor shall submit an uncompacted mixture sample plus briquettes compacted at the optimum asphalt content and required compactive effort conforming to the JMF for laboratory examination and evaluation. Mixture sample size and number of compacted briquettes are as follows: Table 2360.3-B2 I Item Mixture Sam le Requirements Gyratory Design Marshall Design Un-compacted Mixture Sample Size 30 Kg[75 pounds] 18 Kg[40 pounds] Number of compacted briquettes 2 3 B2a Mixture Aggregate Requirements The aggregate fractions shall be sized,graded,and combined in such proportions that the resulting mixture will meet the requirements listed in Section 2360.2-E and Table 2360.3-B2a shown below. I I I i 1 1 Page 9 of 48 1 2360/2350 Combined Specification December 16,2005 Table 2360.3-B2a Mixture Aggregate Requirements Traffic Traffic Traffic Traffic SMA Aggregate Blend Property Level 2 &LV Level 3&MV Level 4 Level 5 T.Level 6 20 Year Design ESAL's <1 million 1-3 million 3- 10 10—30 See SMA million million Provisions Coarse Aggregate Angularity (ASTM D5821) 30/- 55/- 85/80 95/90 (1 face/2 face),Percent-Wear 30/- 55/- 60/- 80/75 (1 face/2 face),Percent—Non-Wear Fine Aggregate Angularity(FAA) (AASHTO T304,Method A) Percent 40(2) 42(1) 44 45 -Wear 40(2) 40(i) - Percent-Non-Wear `w Flat and Elongated Particles,max21 _ 10 10 10 percent by weight,(ASTM D4791) (3:1 ratio) (3:1 ratio) (3:1 ratio) - Clay Content(2)(AASHTO T 176) - - 45 45 - Total Spall in fraction retained on the I 4.75mm [#4]sieve 5.0 2.5 1.0 1.0 - Maximum Spall Content in Total Sample 5.0 5.0 1.0 1.0 - Maximum Percent Lumps in fraction - retained on the 4.75mm[#4]sieve 0.5 0.5 0.5 0.5 Class B Carbonate Restrictions Maximum percent-4.75mm[-#4] Final Lift/All other Lifts 100/100 100/100 80/80 50/80 - Maximum percent+4.75mm[+#4] Final Lift/All other Lifts 100/100 100/100 50/100 0/100 - Gyratory Max.allowable RAP percentage 30/40 30/30 30/30 30/30 Wear/Non Wear Marshall Max.allowable RAP percentage 30/40 30/30 Wear/Non Wear (1) For Marshall design, the Contractor may determine —4 crushing by either FAA of uncompacted voids or calculation of crush from the composite blend. The choice must be made prior to start of production. Manufactured crushed fines requirement is 25 percent. RAP sand will be considered 50 percent crushed if the angularity index equals or exceeds 40, and 100 percent crushed if the angularity index equals or exceeds 45. (2) Not applicable under Marshall design. B2b Mixture Requirements I Mixture evaluation will be based on the trial mix tests and the corresponding requirements listed in Table 2360.3-B2b and Table 2360.3-B2c. 1 1 I Page 10 of 48 1 2360/2350 Combined Specification December 16,2005 A2a Class A granite, (specifically basalt, gabbro, gr shall consist of crushed igneous bedrock hr rock Class A aggregate eous or metamorphic rhyolite,diorite, and andosite) and rock from the Sioux Quartzite Formation. Other ng more than to orchic non- ecific approval of the Engineer. Class A materials may pockets more than percent material non- Cla be agg egat sp PP contain small P kets of non-Class Class A aggregate. This recognizes the fact that some quarries may within that source. Intentional blending or addition of non-Class A material is strictly prohibited! A2b Class B Class B aggregate shall consist of crushed rock from all other bedrock sources,such as carbonate and metamorphic rocks. (gneiss or schist) 1 A2c Class C C aggregate shall consist of natural or partly crushed natural gravel obtained from a natural Class a g I gravel deposit. A2d Class D gravel shall be Class D aggregate shall consist me�percent evenhavingean opening at least twice as large as the re etc a the an opening at least mixture. The amount the Specification from material retained on a square Specification permits for the maximum e selected lscreen shall not exceed 10 percent. carryover(material finer than) A2e Class E approved shall consist of a mixture of any 2 or more of the above classes of app Class E aggregate as well as the relative proportions of the different aggregate ag re and D). The use t to Class E aggregate, ineer. The relative proportions of the constituent re aggregates, shall be subject to the approve use of Engineer. blending belt approved by the Engineer aggregates sha g to aggregates shall be accurately controlled aggregate during batching operations. production or by separately weighing Alf Steel Slag Stockpiles will be percent of the mass of the total aggregate. Stockp Steel slag may not exceed 25 p percent. accepted for use if the total expansion,determined by ASTM D4792,is less than 0.50 p A2g Taconite Tailings(TT) i nom ore mined of in southwestern roh l ne located Taconite tailings shall be obtained from ore tailings smined westerly of a north-south line locate east of Biwabik,Minnesota(R15W-R16W);except that taconite will also be permitted for use. Engineer. Approved taconite tailing sources are on file with the Department Bituminous I A2h Scrap Asphalt Shingles asphalt shingles may be included in both wear and non-wear courseasste are suitable.xu of 5 Scrap P scrap asphalt shingles from manufacturing percentage. The percent g the scrap shingles of used will Only p p of the maximum allowablP regardless of total grade(use requirements for>20 percent percentage of scrap shingles used will be considered part Specifications are on file in the Bituminous Office. I Section 2360.2G1 to select a virgin asphalt binder gr RAP/shingle percentage). Scrap Shingle Sp I Page 3 of 48 I I 2360/2350 Combined Specification Ali Crushed Concrete and Salvaged A December 16,2005 g Aggregate Crushed concrete is allowed as an aggregate source for up to 50 percent of the a r non-wear mixtures. Crushed concrete is not allowed in wearing courses. gg egate in Salvaged aggregate is allowed as an a ar wear and non-wear mixtures. All salvaged aggregate shall be stockpiled uniformly to limit variation aggregate source for up to 100 percent of the aggregate in properties. Salvaged aggregates shall meet quality and crushing requirements as specified herein in mixture A2j Sewage Sludge Ash(SSA) Sewage sludge ash is allowed as an aggregate i maximum of 5 percent of the total weight of mixture. Only SSA that meets the Tier II hazard source in both wear and non-wear courses to a approved by MnDOT's Office of Environmental Services, Environmental Analysis Section, will in the mixture. d will be allow criteria as be allowed for use Approved waste incinerator ash sources are on file with the Department Bituminous Engineer. A3 Recycled Asphaltic Pavement Materials(RAP) g er. I The combined RAP and virgin aggregate calculated crushed requirements(both cod v and fine a or gg egate shall for the mi c mixture being rod aggregate angularity ed allowed for Marshall design owl aggregate)for the mixture bein plastic, brick, fabric, or any other objectionable material having similar characteristics,g produced(calculated crushed containing an having similar material, i.e.road tar, metal, glass, wood, in the asphalt pavement mixture. enstics,will not be permitted for use • Asphalt binder content in the RAP shall be determined 1 1851 or 1852. rmined according to MnDOT Lab Manual Method B Manufactured Crushed Fines(-4 material) All Class A, B, D, and E material that passes the 4.75 mm crushed fines. @#4] screen will be considered as Manufactured Crushed Fines (4 material) from Class C Aggregate. li crushed fines (-4 material) from a gravel source b larger, prior t( mechanical crushin by passing the gravel over a selected screen, 9.5 mm [3/8 inch]or incorporated into the manufactured crushed but mays be used as it qualifies for natural passes the 9.5 mm PM inch] screen shall not be carryover(material finer than)the selected scre en shall not exceed 10 percent. tural sand. The amount of The material retained on the 9.5 mm[3/8 inch] screen shall be crushed. The material the 4.75 mm [#4]screen, after crushing,will be considered as 100 percent crushed fines 4.75 min[#4]screen after crushing will not be counted as+4 crushing until test nal that passes Material retained on the C ed. Quality Requirements Cl Los Angeles l; Rattler Test.......................... The Los Angeles Rattler loss on the coarse aggregate PASHTO T96 [#4] sieve shall not exceed 40 percent for any gg egate fraction (material retained on the 4.75 mm which passes the mixture. mm[#4]sieve and exceeds Olpercent LAR loss on the coarse aggregate An a which use sn the mixture. aggregate proportion gg g e fraction is prohibited I Page 4 of48 1 1 236012350 Combined Specif1cation iiii...11M°M _ December 16,2005 I ... .. .................... material 111 Sulfate).••••••••••• "' " fraction Soundness(Magnesium cles on the coarse aggregate amin the mix: C2 soundness loss at 5 cy individual source used wt 1) ha suit exceed eed the for any mix: fractions. The magnesium shall not exceed the following I/2 inch]and larger I 4.75 o more[#4]) 19 mm[3/4 inch]to 12.5 mm[1/2 inch]and larg fraction. retained on the 112 inch]to 9.5 mm[#4]fraction• i d) No more than l4 Percent loss on the to 4.75 mm[ a) ercent loss on the 12.5 mm 318 inch] b No more than 18 P to loss. (Applies only u a113 size ftactions are tested). No more than 23 percent loss hn co p 5 mm[ the SemCe may c) 18 percent for the composite components do not, * NO the more than P percent of shd requirement for that or more osite no individual is met po n is more than'110 p°mp source may be *1) �the comp composite does not,the s be accepted if no individual comp component. requirement is met but te the osite cent. If each individual component req 2) composite is no greater than 110 percent exceeds the requirements listed accepted if the comp #4 sieve and on which passes the 4.75 mm[ ] An aggregate proportion Manual prohibited from use in the Mixture. .MnDOT Laboratory fraction is p a C3 on the coarse all aggregate to ............... .......... h lli ' and/or soft p y ............................ Spall Materials and Lumps unsound cherts,pyrite,highly weathered ar► C3 iron oxide, similar eahererisncs. Spasl is scratched with h as shale, pencil),and other materials having If the percent of lumps be scratched with a brass p clayey masses. compliance and argillite(may bonded aggregations and production shall If the percent rce nom Wem. as loosely asphalt p Lumps are defined the values listed below,d at any time u at the discretion cea of the Engineer. id or atcd feed This procedure may be rep mass,t are listed in measured in the stockpile hatching. This p percentages by shall be determined a dry Sall and lumps, expressed as p Maximum limits for P Manual .MnDOT Laboratory Table 2360.3 B2a. .••..•.•...'.'."'"........................ sieve size portion l .............. the minus 0.075 mm[#200]see Insoluble Residue Test.................. C4 of If Class B carbonate material ots used in the mix, the insoluble residue shall not exceed 10 p Aggregate Restrictions D aggregate restrictions are specified in Table 2360.3-B2a. Class B carbonate aggr asphalt Requirement produce an Gradation Req proportions to p E to the gradation as defined shall be combined in such P p 0 075 mm a an wash) The coarse and fine aggregate in Specification and shall conform T-11(-0.075 be conducted ducted Sp fixture meeting all of the requirements shall be conducted in accordance with AASHT in II' m Gradation Table 2360.2-E• and T-27• I I IPage 5 of 48 2360/2350 60/2350 Combined Specification Table 2360.2-E December 16,2005 Aggregate Gradation Broad Bands Sieve Size ercent •assin_ of total (mm[inch]) A or 4* Bashed radation 25.0 1 inch B or 3* C or 2* MIN 19.0 3/4 inch 12.5 11/2 inch] 1- 1� 85100 S inomm 9'S 3/8 inch 85-100 100 ee SMA provisions 85-100 4a- 25-10 35-90 2.36[#8] 20-80 100 0.075 #200 20-70 20-75 2.0-7.0 15-65 65-95 *Marshall Designation 2.0-7 0 15-60 45-80 gnation 2.0-7.0 The gradation broadband 20-7.0 aillimmumm containing RAP for the remain 100 RAP, maximum aggregate size the oversize material is sus g percent passing the maximum to come be reduced to 97 F �aggregate sieve size.. me fr°m the RAP source. passing Additives ur0e The g for mixtures virgin material must hydrated lime, An additive is Contract requires additives any material added to an quires ait ' anti-strip, and added asphalt hydrated lime, the additives,additives, a products that do not have e a Price s Contractor compensation to inco is included with the have such as mineral filler, incorporated Engineer directs in the Bid Form. ad Bid Items will be as Extra Bid Item at the datives, the compensation m When a Contractor's wills the Co appropriate mixture. If es option. Owner will not a as Extra Work,the � at the Bid Unit Additives Contractor for additives Bituminous Engineer. will not be incorporated dosage rate. will into the Mineral filler and hydrated agents shall be added to mixture without respectively, n of the total Anti-foaming lime may approval Y be added in a cement at the a dn5fpe of the De exceed 5 percent of mass of the a Department additives. the total mass of aggregate. The combination uantity not to exceed 5 manufacturer's recommended ggregate. The Engineer will °f ove or filler and methods s and 2 will approve or disapprove Percent, Fl hydrated lime shall not Mineral Fill pprove methods f er............................. or addition of HydratedLime....................... ......•• ...................... .......... ............................................. •• ...............314 max�mu m of g Y ated lime used in asphalt phalt •���"•"'° lime and aggregate oxides mixtures shall •••..••�•••�� •�• have a g�'egate shall be subject (as received basis • meet the requirements ................... Iect to approval by ) The of of ASS C977 lime y the Engineer method of intmixtur and have a Liquid Anti-Stripping to beginning introducing and mixing the hydrated Additive g mixture Production. Ydi'ated the When a liquid anti-stri asphalt binder is mixed with P additive is added to to meet the Performance aggregate. o the asphalt v binder,blending at the refinery orb (PG) requirements,anti-strip additives g shall be completed by the Grade h shall not be that Liquid n the i asphalt mple d by the for testing the binder/additive used. ngalt binder, such Specification for Performance Pant site. The squid anti-s that it blend has been tested andthesulCtsrshop, blend to ensure i he AS may be 0, Standard ny the The testing Asphalt Binder. No compliance with adding the additive shall i be g shall be done that binder/additive paving rt allowed the e in M320 Asphalt Binder ne in accordance ed u , Standard QC Plan are on file in Bituminous a ouD properties asphalt binder/additive the Bituminous OT approved Asphalt Binder QC criteria a in Section 2G Office. 2360. Requirements for the Page 6 of48 I I I 2360/2350 Combined Specification December 16,2005 The following requirements for HMA mixture and asphalt binder must also be met when liquid anti-strip is added at the HMA plant site: Mixture Requirements at Design: 1) The Contractor must design the mixture with the same asphalt binder that will be supplied to the plant site.(Both Laboratory Mixture Design(Option 1)and Modified Mixture Design(Option 2). 2) The Contractor must provide documentation with either design option that includes Tensile Strength Ratio results with the liquid anti-strip dosed at the optimal rate. Documentation must include verification the binder/additive blend meets AASHTO M 320 at the optimal dose rate. Contractor Production Testing Requirements for Asphalt Binder/Liquid Anti-Strip Blend:. I 1) The Contractor shall, on a daily basis,sample and test the asphalt binder/anti-strip blend.When a of the blend can be by viscosity, penetration, or dynamic shear rheometer (DSR). polymer modified asphalt binder is specified, the Contractor shall use the DSR as the daily QC Tst. 2) The Contractor shall, on a weekly basis, send the Engineer and MnDOT Chemical Laboratory Director a weekly QC report summarizing the results of the daily testing as required in number 1. 3) The Contractor shall, on a bi-weekly basis, test the binder/anti-strip blend to ensure compliance with the AASHTO M320, Standard Specification for Performance Graded Asphalt Binder (minimum 1/project). Test results shall be sent to the Engineer and MnDOT Chemical Laboratory Director. 4) In addition to the sampling requirements listed above, the Contractor shall obtain asphalt binder/anti-strip blend field verification samples according to 2360.4E12. Liquid Anti-Strip Additive Metering System I 1) The metering system shall include a liquid anti-strip flow meter in addition to an anti-strip pump. The flow meter shall be connected to the liquid anti-strip supply to measure and display only the anti-strip being fed to the asphalt binder. 2) The meter readout shall be positioned for convenient observation. 3) There shall be a means provided for comparing the flow meter readout with the calculated output of the anti-strip pump. See number 7. 4) The system shall display in units of liters[gallons]to the nearest liter[gallon]or in units of metric tons [tons]to the nearest 0.001 metric tons [0.001 tons],the accumulated anti-strip quantity being delivered to the mixer unit. 5) The system shall be calibrated and adjusted to maintain an accuracy of± 1 percent error. 6) Calibration shall be required for each plant set-up prior to production of mixture. 7) The Engineer may require, on a daily basis,the Contractor"stick"the anti-strip tank at the end of the day's production to verify anti-strip usage quantities. 8) The system shall provide for a convenient method for sampling the binder/anti-strip after blending has occurred. 9) Alternative blending and metering systems must be pre-approved by the Engineer g p Additive .3161 F4 Coating and Anti-Stripping G Asphalt Binder Material AASHTO M 320 Asphalt binder material shall meet the requirements of PG asphalt binder testing tolerances, sampling rates, testing procedures, and acceptance criteria based on the most current MnDOT Technical Memorandum titled "Inspection, Sampling, and Acceptance of Bituminous Materials." The PG asphalt binder cannot be modified with air blowing procedures, unless the Department Bituminous Engineer approves it. The statement shall be provided by the supplier for recommended laboratory emixing tand fcompaction temperatures,and statement p field maximum mixing and compaction temperatures. IPage 7 of 48 I I 2360/2350 Combined Specification December 16,2005 G1 Asphalt Binder Selection Criteria for All Mixtures with RAP Overla y Specified PG Asphalt Virgin Asphalt Binder Grade t Binder Grade to be used with RAP 5 20 Percent RAP >20 Percent RAP 64-22 64-22 64-28 Other PG Grades No grade adjustment No grade adjustment 1 11 New Construction(i) Specified PG Asphalt Virgin Asphalt Binder Grade to be used with RAP Binder Grade 5 20 Percent RAP >20 Percent RAP 52-34 52-34 Not allowed* 58-28 58-28 58-28 58-34 58-34 Not allowed* 64-28 64-28 64-28 64-34 64-34 Not allowed* Other PG Grades No grade adjustment t * * When approved by the Engineer,the virgin asphalt binder grade can be selected by using the blending chart procedure on file in the Bituminous Office. MnDOT may take production samples for information/verification of compliance with a specified asphalt binder grade. (1) Includes cold inplace recycle,reclaiming,and reconstruction. 2360.3 MIXTURE DESIGN A Mixture Design General The asphalt mix may be designed using 1 of the following 2 Contractor trial mix design options. Review of mixture designs will be performed in the District Materials Laboratory lab where the Project is located. The addition of aggregates and materials not included in the original mixture submittal is prohibited. It is the Contractor's responsibility to design a Marshall mixture in accordance with the most current AASHTO T245, the Asphalt Institute's Mix Design Methods for Asphalt Concrete MS-2, and the MnDOT I Laboratory Manual,such that it meets the requirements of this Specification. For Marshall design, the design air void content of the mixture is dependent on the mixture type, regardless of the location in the pavement structure. Design air void content for LV and MV mixtures is 3.0 percent and 3.5 percent,respectively. It is the Contractor's responsibility to design a gyratory current AASHTO T312,the Asphalt Institute's Superpave MixDesign Manual SP-2e(2 in accordance hour short term aging g the most is used for volumetric), and the MnDOT Laboratory Manual such that it meets the requirements of erio Specification. IB Laboratory Mixture Design(Option 1) Test results and documentation as described in Section 2360.3C shall be submitted with the materials described below for consideration by the Department Bituminous Engineer or District Materials Engineer to verify compliance with these Specifications and to issue a Mixture Design Report. I I I Page 8 of 48 I ■ I 2360/2350 Combined Specification December 16,2005 Table 2360.3-B2b Mixture Requirements Traffic Level Traffic Level Traffic Level Traffic Level SMA 2 3 4 5 T.Level 6 10-5 30 See SMA I 20 year Design ESAL's < 1 million 1-3 million 3- 10 million million Provisions Gyratory Mixture Requirements Gyrations for N;nitiai 6 7 8 8 - - Gyrations for Naesien 40 60 90 100 - Gyrations for Nmaximum 60 90 140 160 Air Voids,percent-Wear 4.0 4.0 4.0 4.0 - Air Voids,percent-Non-Wear 3.0 3.0 3.0 3.0 I &All Shoulder percent Gnu,at Ninitiai-Wear - 591.5 <-90.5 <-90.0 percent Gn,,,,at N;nitiat- - 5_92.5 <-91.5 5 91.0 I Non-Wear &All Shoulder - percent Gnu„at Nnax;mun-Wear <-98.0 <-98.0 <_98.0 5 98.0 percent G.at Nmaximua' <-99.0 5-99.0 <-99.0 <-99.0 NonWear &All Shoulder I Tensile Strength Ratio(I),min 75(2) 75(2) 80(3) 80(3) - percent Fines/Effective Asphahoulder lt - 1.2 - 1.2 1.2 - 1.2 VFA,percent--Wear 0.6 65-78 65-78 65-76 65-76 Non-Wear&All S 70-83 0.6 70 83 0.6 70--82 0.6 70 82 Marshall Mixture.Requirements LV MV Marshall Blows 50 50 - - - I Air Voids,percent 3.0 3.5 - - - Tensile Strength Ratio(1),min 70(4) 70(4) percent Stability,minimum N [lb f] 5000[1125] 6000[1350] Fines/Effective Asphalt Wear 0.6- 1.30 0.6- 1.30 _ _ _ Non-Wear 0.6-1.40 0.6-1.40 (1) See Section 2360.4 E9. Use 150mm[6 inch]specimens for gyratory and 100mm[4 inch]specimens for Marshall design. (2) MnDOT Min=65,(3)MnDOT Min=70,(4)MnDOT Min=60 IB2c VMA Criteria The voids in mineral aggregate(VMA) of the mixture at design and during production shall meet the minimum criteria as shown in Table 2360.3-B2c at the specified compaction level. VMA shall be calculated according to the procedures outlined in Asphalt Institutes SP-2 or MS-2 manual. VMA is a design and acceptance/process control requirement. I Table 2360.3-B2c Voids in Mineral Aggregate(VMA)Mixture Requirements Fine Mixture Coarse Mixture VMA Gradation Percent Pass 2.36 mm Minimum 15.0** Percent Pass 2.36 mm 55 47 Minimum 14.5* Aor4* >47 Bor3* > 39 14.0 5539 13.5 Cor2* > 35 13.0 5_35 12.5 5* --- 15.0** ---- ___ E See SMA Provisions Page 11 of 48 I I • 2360/2350 Combined Specification December 16, 2005 *Marshall designation. **For LV 4 and LV 5 mixes lower VMA requirements by 0.5 percent B3 Tensile Strength Ratio sample Mixture or briquettes that represent the mixture at optimum asphalt content, shall be submitted at least 7 days prior to actual production for verification of moisture sensitivity retained tensile strength ratio(TSR). Material submitted for TSR verification may be tested for maximum specific gravity Cam,compliance in addition to TSR results. Failure to meet the gun tolerance will result in rejection of the submitted mix design. A new mix design submittal will be required and will be subject to provisions described in Section 2360.3C. One of the following options may be used to verify that the tensile strength ratio (TSR) meets the requirements in Table 2360.3-B2b. Option A) The Contractor will batch material at the design proportions, including optimum asphalt. Immediately(before curing)split the sample and allow samples to cool to room temperature. Submit 35 kg [77 pounds] of mixture to the District Materials Laboratory for curing and test verification. Both groups will use a 2 hour cure time(± 15 minutes) at 144°C. [290°F.]and follow procedures in ASTM D4867-92,MnDOT modified as defined in the MnDOT Laboratory Manual. Option B) The Contractor batches, cures (as indicated in option A), compacts, and submits briquettes and uncompacted mixture as specified below. Table 2360.3-B3 Option B Mixture Requirements Item Gyratory Design Marshall Design Un-compacted Mixture Sample Size 8,200 g 8,200 g Number of compacted briquettest1 6 9 Compacted briquette air void content 6.5—7.5 percent 6.0—8.0 percent (I)150mm [6 inch]specimens for gyratory design 100mm[4 inch]specimens for Marshall design B4 Aggregate Specific Gravity AASHTO T84 and T85, MnDOT Modified The Contractor shall determine the specific gravity of all aggregate used in the mixture. C Documentation Each proposed JMF submitted for review under Section 2360.3B and 2360.3D shall include the following documentation and test results. (1) The name(s) of the individual(s) responsible for the Quality Control of the mixture during production. (2) The low projects number on which the mixture will be used. (3) The percentage in units of 1 percent(except the 0.075 mm sieve [#200]in units of 0.1 percent)of aggregate passing each of the specified sieves for (rich aggregate to be incorporated into the mixture. The gradation of aggregate from salvaged asphaltic material shall be derived from the material after the residual asphalt has been extracted. (4) The source and description of the materials to be used. The gregate pit or quarry source number. The proportion of each material(in percent of total aggregate). (5) The composite gradation based on (3) and (4) above. Note: Include virgin composite gradation based on(4)and(5)above for mixtures containing RAP. (6) The bulk (dry) and apparent specific gravities and water absorption (by percent weight of dry aggregate) of both coarse and fine aggregate, for each product used in the mixture (including RAP). Use AASHTO T84 and 185 MnDOT modified as defined in the MnDOT Laboratory Manual. The tolerance allowed between the Contractor's and the Department's specific gravities are Qb(individual)=0.040[+4 AND-4] and Gyb(combined)=0.020. Page 12 of 48 I I 2360/2350 Combined Specification 1 December 16,2005 t of the RAP with no (7) The composite gradation plotted on a FHWA 0.45 power chart. (Federal form PR-1115). l (8) For mixtures containing RAP include extracted asphalt binder conten retention factor included. (9) The percentage (in units of 0.1 percent) and PG grade of asphalt binder material to be added, based upon the total mass of the mixture. (10) When using laboratory mixture design Option 1 (2360.3B) or Option 2 (2360.3D), include the following: (a) (b) (c) (d) A minimum of 3 different asphalt binder contents (minimum 0.4 percent between each I point), with at least 1 point at I above and 1 below the optimum asphalt binder percentage. The maximum specific gravity at each asphalt binder content. The theoretical maximum specific gravity used for percent air voids determination shall be calculated based on the average of the effective specific gravities measured by a minimum of 2 maximum specific gravity tests at the asphalt contents above and below the expected optimum asphalt binder content. The test results for the individual and average bulk specific gravity, density,and heights, of at least 2 specimens at each asphalt binder content. For Marshall design include the test results for the individual and average bulk specific gravity,density,height, stability, and flow of at least 3 specimens at each asphalt binder content. The percent air voids in the mixture at each asphalt binder content. (e) The percent Voids in Mineral Aggregate(VMA)at each asphalt binder content. (f) The fines to Effective Asphalt(F/A)ratio calculated to the nearest 0.1 percent. (g) TSR results at the optimum asphalt binder content. (h) Graphs showing air voids,voids in the mineral aggregate,Gmb,Gmm and unit weight vs. percent asphalt binder content for each of the 3 asphalt binder contents submitted with trial mix. (11) Optional Add-Rock/Add-Sand Provisions If the Contractor chooses to use the add-material option to augment the submitted JMF, the Contractor shall provide samples of the aggregate for quality analysis in accordance with Section 2360.3B1. The Contractor shall provide mix design data for 2 additional design pints per add-material. One point shall show a proportional adjustment to the submitted JMF that includes 5 percent, by mass, add-material at the JMF optimum asphalt percent. The second point shall show a proportional adjustment to the submitted JMF that includes 10 percent, by mass, add-material at the JMF optimum asphalt percent. The following information will be reported for each of these 2 points: (a) (b) The maximum specific gravity(average of 2 tests). The test results for the individual and average bulk specific gravity,density,and height of at least 2 specimens at the optimum asphalt binder content. For Marshall design include the test results for the individual and average bulk specific gravity, density, height, stability,and flow of at least 3 specimens at the optimum asphalt binder content. (c) The percent air voids in the mixture for each point. (d) The Fines to Effective Asphalt ratio calculated to the nearest 0.1 of a percent. (e) Coarse and Fine Aggregate crushing counts Up to 2 add-materials will be allowed per mix design submittal. Aggregate quality and mix characteristics are required for each proposed add-material and shall be submitted at the time of the original trial mix submittal. No mixture sample or briquettes are required for these 2 additional points. 1 I Page 13 of 48 I 2360/2350 Combined Specification December 16,2005 Additional Documentation For: Gyratory Design (01) The test results from the composite aggregate blend at the proposed JMF proportions indicating compliance with Coarse Aggregate Angularity, Fine Aggregate Angularity, and Flat and Elongated as shown in Table 2360.3-B2a. (G2) The design traffic level and the initial, design, and maximum number of gyrations Ninitiai, Ndesign,and Nmaximum. (G3) The temperature ranges the mixture is intended to be discharged from the plant and compacted at the roadway shall be provided by the asphalt binder supplier. Temperatures to be included are laboratory mixing and compaction temperature ranges,and maximum field mixing and compaction temperatures. (G4) Evidence that the completed mixture will conform to all specified physical requirements ow Design n ai r Voids (Va ), VMA, VFA, TSR, F/Ae (Fines to effective asphalt ratio), Densification Percent Gum at Ninifian,Ndesign,and Nmaximum (05) Labeled gyratory densification tables and curves,generated from the gyratory compactor, for all points used in the mixture submittal. Marshall Design I (Ml) The test results from the composite aggregate blend at the proposed JMF proportions indicating compliance with fine aggregate angularity uncompacted voids as shown in Table 2360.3-B2a. Or calculated-4.75 mm [-#4] crushing from the composite blend of the proposed JMF. Selection of either FAA or -4.75 mm [-#4] crushing shall be made at the time of mix design submittal. This selection will dictate the choice of method used for determination of compliance and acceptance for the duration of time the Mixture Design Report is in force. RAP sand will be considered 50 percent crushed if the angularity index equals or exceeds 40, and 100 percent crushed if the angularity index equals or exceeds 45. 1 D Modified Mixture Design(Option 2) Test results and documentation as described in Section 2360.3C shall be submitted to the II Department Bituminous Engineer or the District Materials Engineer to verify compliance with mix design requirements and issue a Mix Design Report. Mixture submittal is not required. The Contractor may use this option if all of the following conditions are met: a) The aggregates in the proposed Mix Design Report have been used, in part, in other Mix Design Reports. Additionally,the aggregates must have been previously tested for and meet all applicable quality requirements in the current construction season. b) The Level II mix designer submitting the mixture design must have a minimum of 2 years experience in mixture design. c) The Contractor and his representatives cannot have violated the requirements of 1512 Unacceptable and Unauthorized Work relating to mixture design or mixture production within the last 12 month period. Dl JMF Submittal At least 2 working days prior to the start of asphalt production, the Contractor shall submit in writing a proposed Job Mix Formula (JMF) for each combination of aggregates to the Department Bituminous Engineer or District Materials Engineer for review. A Level II Quality Management mix designer must sign this I proposed JMF. For each JMF submitted,the Contractor shall include documentation as outlined in Section 2360.3C to demonstrate conformance to mixture properties as specified in Table 2360.3-B2b and 2360.3-B2c. The proposed JMF shall be submitted on forms approved by the Department. Page 14of48 2360/2350 Combined Specification December 16,2005 D2 Initial Production Test Verification At the start of production,the testing frequency for the first 1,800 metric tons [2,000 tons]of each mix type shall be as specified in Table 2360.4D. indicators All mixture placed on the Owner's projects shall meet the specified quality and required field density. Failure to do so will result in reduced payment or removal and replacement with acceptable material. The� Owner shall take a mix verification sample within the first 4 samples at the start of production of each mix type. D3 Tensile Strength Ratio sample See Section 2360.4E9. D4 Marshall Stability (Marshall Design Only) at the same time the verification On the first day of production, for each different mix design, at evaluation time Marshall stability. ,�. + ;,,+ r,r.,.or;.,16 ���-� Ene�neer• The Contractor is not sample is obtained, an additional sample shall be obtained for - This sample may be tested at the discretion of the required to test stability on production mixture. If the Marshall stability fails to a Contractor lwill be required to submit in Table mix design,Contractor shall stop production immediately. Th bituminous mixture at optimum asphalt content, to thhee District Materials Laboratory. If the mixture meets the minimum stability ,requirement,production maybe Option 1. Anew If the stability fails the secondC according Laboratory Mixture Design 2360.3B,The Contractor will then be required to submit a new mix design ac g Mix Design Report will be issued upon successful verification of the new mixture design submittal. E Mixture Design Report A Mixture Design Report consists of the JMF (Job Mix Formula). The JMF includes r lvoids do c mposite gradation, aggregate component proportions, asphalt binder content of the mixture, design bulk specific gravity values. JMF limits will be shown for gradation control Mineral Aggregate, and aggregate sieves, percent asphalt binder content, air volumetric dp�e es only.CeNo guai Mixture oDwargi'nanty,pe1ther express or mixture has been reviewed for and meets action of the mixture implied,is made regarding placement and compaction except for small re ate and mixture A Department reviewed Mixture Design Report is required for all paving, eP quantities of material provided under Section 2360.5H. All submitted materials in i t meet agtgiegate designs per design requirements before a Mixture Design Report is issued. The Department ' mix type designated in the Drawing, per Contract at no tote Transportation.Contractor. Additional mix designs will be to the Commissioner verified at a cost of$2000 per design,payable For city, county, and other agency projects,the Contractor shall provide to the District Materiak Laboratory a complete Project proposal,including Addenda, Supplemental Agreements, Change Orders, and any Drawings (including typical sections) that affect the mix design. The Department will not start the verification process without this information. I LPage 15 of 48 F 2360/2350 Combined Specification 2360.4 December 16,2005 MIXTURE QUALITY MANAGEMENT(Quality Control/Quality Assurance) A Quality Control(QC) The Contractor shall provide and maintain I quality control program is defined as all activities, including mix design,process control inspection, sampling an program HMA production. A a hot mix asphalt HMA pavement which meets the requirements of the Specifications. and testing, and necessary adjustments in the process that are related to the production of Al Contractor Certified Plant LIMA Ala Certification Procedure The Contractor shall: (1) Complete application form and request (2) Provide a site map of stockpile locations.or plant inspection. (3) Pass plant and testing facility inspection by having the Plant Inspector and Bituminous Plant Authorized Agent complete and sign the Asphalt Plant Inspection Report (TP 02142-02, TP 02143-02). By signing the Asphalt Plant Inspection Report, the HMA plant authorized agent agrees to calibrate and maintain all plant and laboratory equipment within allowable tolerances set forth in these Specifications, Standard Specifications for Construction, and the MnDOT Bituminous Manual. (4) Obtain a Mixture Design Report prior to production. IAl b Maintaining certification To maintain certification, the plant must produce, test, and document all certified plant asphalt I mixtures in accordance with the above requirements on a continuous basis. Continuous basis means all asphalt mixtures supplied from a certified plant to any P project with 2360 asphalt mixtures must be sampled and tested in accordance with 2360 requirements and the Schedule of Materials Control. p The Contractor shall assure the plant certification procedure is performed annually after winter suspension and before producing material for a Project. In addition,a first-day sampling and testing frequency rate as stated in Table 2360.4-D shall be followed. The Contractor shall recertify a plant when it is moved to a new location or a rev' location. p iously occupied 1 Alc Revocation of Plant Certification The Department Construction Engineer may revoke certification of an asphalt plant when requirements are not being met or records are falsified. The Department may revoke the Technician Certification for the individual involved. The Department Bituminous Engineer and Department Contract Administrator will maintain a list of companies who have had their asphalt plant certification revoked. B Quality Assurance(QA) I The wn r will perform Qhe A testing as part of the acceptance process. The Engineer is responsible for QA testing,records,and acceptance. T Engineer will accomplish the QA process by: (1) Conducting Quality assurance and verification sampling and testing. (2) Observing sampling and tests performed by the QC personnel. (3) Taking additional samples at any time and any location during production. Page 16 of 48 I I December 16,2005 (4) Monitoring the required QC summary sheets and control charts.. Combined Specification (5) Verifying calibration of laboratory testing equipment. (6) Communicating -T Owner test results to the Contractor's QC personnel in a timely manner. (7) Ensuring Independent Assurance Sampling and testing requirements are met. C Contractor's Quality Control Cl Personnel Requirements Along with the proposed mix design data, the Contractor shall submit to the Engineer an process control chart m nistra the names nd inspection. The Contractor shall also alternates responsible for mix design,current organizational chart and if process control administration, and t p required by the Engineer,post a daily roster of individuals performing QC testing in the Contractor's test facility. The Contractor's quality control organization or private testing firm shall have Certified Technicians who have met the requirements on file with the Department's Technical Certification program. Individuals performing process control testing must be certified as a Level I Bituminous Quality Management(QM) Tester.Bituminous Individuals performing er. The Contractor shall have a Certified aLevelnII certified MixsDesigner available to QM Mix necessary gn available to make any necessary process adjustments. The Contractor shall have a minimum of 1 person per paving operation certified as a Level II Bituminous Street Inspector. C2 Laboratory Requirements: The Contractor shall furnish and maintain a laboratory at the plant site or other site as approved by the Engineer. The laboratory shall be furnished with the necessary equipment and supplies for performing Contractor quality testing. the t in MnDOT Bituminous Man ual nd th ese Specifications,including having extraction capabilities. The laboratory shall be calibratd,ad op erational prior to the beginning of production. In addition to the requirements listed above,the laboratory shall be equipped with a telephone for use by the Contractor or the Engineer. A fax machine and copy include shall be computer ands printer.use by the Contractor or omput rr shall haveethe f ollowi gym nibmum qui ementsi )Inte b sed with include a eron or P Pentium p either Celeron or Pentium IV processor with a minimum processor speed of 1.8 MHZ. 2) CD writer with CD/RW capability and a minimum write speed of 16x. 3)Windows 2000 or Windows XP with Microsoft Excel version 97 or newer. The printer must be able to print control charts. The Engineer shall be allowed to testing inspect measuring st equipmentt nsaccordance both with cthe tat st and condition. The Contractor shall calibrate and corre late all version of the MnDOT Bituminous Manual. 1) Sampling and Testing The Contractor shall ensure that all QC samples are taken at random locations. Random number generation and determination of random sample location shall be consistent with the MnDOT Bituminous Manual Section 5-693.7 Table A or Section 5 of ASTM D3665. The Engineer may approve alternate methods of random number generation. The tests for mixture properties shall be conducted on representative portions of the mix,quartered from a larger son. he pro durekfor truck box behind sampling,an or when approved by the alternate sampling location,Engineer,s on file in the sampling o location. The p Bituminous Office. When taken from behind the patver is approved and used by the Contractor, the daily verification sample must st ill be t 1 Page 17 of 48 i 2360/2350 Combined Specification December 16, 2005 The Contractor shall obtain a sample of at least 25 k • split in the field or transported to the test facility by a method to greta npheatdto facilitate m ample quartering may be either procedures. The Contractor shall store and retain mixture bulk samples and companion samples for the Depaggiont Engineer for a period of 7 working days.'The Contractor shall maintain these split samples in containers labeled with companion numbers. The Contractor shall perform QC sampling and testing according to the following schedule. Determine the planned tonnage for each mixture to be produced durin the oduction Divide the planned production by 1000. Round the number to the next higher whole number. This number will be ay. the number of production tests required for that mixture. Required production tests are listed in Table 2360.4-E Split the planned production into even increments and select sample locations as described above. If actual tonnage exceeds planned tonnage, additional tests may be required. During production, mixture volumetric property tests will not be required when mix production is less than 270 metric tons[300 tons]. However,production tests will be required when the accumulative tonnage on successive days exceeds 270 metric tons[300 tons]. At the start of production,the testing frequency for the first 1800 metric tons[2,000 tons]of each mix type shall be as follows: Table 2360.4-D Production Start-Up Testing Rates Production Test Testin! Rates Bulk Specific Gravity 1 test per 450 metric tons[500 tons] AASHTO Test Reference Section T312,T166 MnDOT Maximum Specific Gravity modified 2360.4E2 h 1 test per 450 metric tons[500 tons] AASHTO T209 MnDOT modified 2360.4E3 Air Voids(calculated) 1 test per 450 metric tons[500 tons].halt Content 1 test .er 450 metric tons[500 tons] AASHTO&Lab T2 Manual l 2360.4E1 VMA(Calculated) 1 test per 450 metric tons[500 tons] Bit&Lab Manual 2360.4E5 Gradation I test per 900 metric tons[1000 tons] AASHTO T11, 27,T30MnDOT modified 2360.4E6 2360.4E6 2360.4E Coarse Aggregate Angularity 1 test per 900 metric tons[1000 tons] ASTM D5821 FAA ggregate Angularity 8 1 test per 900 metric tons[1000 tons] AASHTO T304,Method A 2360.4E8 (1)Marshall design allows-4.75mm[-#4]manufactured crushed fines calculation per MnDOT Bituminous Manual E Production Tests When more than 1 MnDOT approved test procedure is available,the Contractor shall select,with the approval of the Engineer, 1 method at the beginning of the Project and use that method for the entire Project. The Contractor and Engineer may agree to change test procedures during the construction of the Project. I 1 1 1 Page g 8 I i 2360/2350 Combined Specification December 16,2005 Table 2360.4-E Production p Sampling and Testing Rates Production Test Sam lin g/Testing Rates Test Reference Section Bulk Specific Gravity Divide the planned production by 1000. Round the AASHTO T312,T245,T166 number to the next hi: er whole number. 2360.4E2 Maximum Specific MnDOT Modified Gravity AASHTO T209MnDOT Air Voids(calculated) Modified 2360.4E3 Asphalt Content AASHTO T269,T312 2360.4E4 VMA Calculated) Bit&Lab Manual 2360.4E1 Gradation 1 gradation per 1,800 metric tons[2,000 tons or Al MS 2&SP 2 2360.4E5 portion thereof(minimum of 1 per day) ]' TO i, T30 MnDOT 2360.4E6 MnDO TM o dified Coarse Aggregate 2 tests/day for a minimum of 2 days,then 1 per day if ASTM D5821 Angularity CAA is met. If CAA>8 percent of requirement,1 sam.le/da but test 1/week. 2360.4E7 I Fine Aggregate 2 tests/day for a minimum of 2 days,then 1 per day if AASHTO T304,Method A Angularity(FAA)(I) FAA is met. If FAA>5 percent of requirement,1 sample/day but test 1/week. 2360.4E8 TSR 1 sample at 5,000 tons or by second day of production, ASTM D4867 MnDOT then sample at eve 18,000 metric tons 20,000 tons Modified 2360.4E9 Aggregate Specific Gravity 1 per 9,000 metric tons[10,000 tons] AASHTO T84&T85, Mixture Moisture MnDOT Modified 2360.4E10 Daily,unless exempted by Engineer Content MnDOT 5-693.950 2360.4E11 Asphalt Binder Sample P load(each grade)then 1 per 1,000,000 liter MnDOT 5-693.920 [250,000 gallon-sample size 1 quart.] 2360.4E12 (1)Marshall design allows-4.75mm[-#4]manufactured crushed fines calculation per MnDOT Bituminous Manual El Asphalt Binder Content (a) Spot Check (Vic in only) (b) Incinerator Oven Il MnDOT Bituminous Manual MnDOT Laboratory Manual Method 1853 (c) Chemical Extraction (d) Meter Method(Virgin only) MnDOT Laboratory Manual Method 1851 or 1852 MnDOT Bituminous Manual (1) Incinerator Oven may not be used when the percentage of Class B material exceeds 50 percent within the composite blend, unless a correction factor is determined by the Contractor and approved by the District Materials Engineer. E2 Marshall Bulk Specific Gravity,Gb,b(3 specimens) AASHTO T166, MnDOT Modified,or Eta Gyratory Bulk Specific Gravity,Geib(2 specimens) .AASHTO T312,T166, MnDOT Modified E3 Maximum Specific Gravity,Ga,m AASHTO T209, MnDOT Modified E4 Air Voids-Individual and Isolated(calculation) .AASHTO T269,T312 Isolated air voids are calculated using the maximum mixture specific gravity and the corresponding bulk specific gravity from a single test. Individual air voids are calculated from the aximum specific gravity moving average and the bulk specific gravity from that single test. For gyratory design,compaction shall be conducted to N at Nin;�i and Ndosisn shall be determined by applying the calculated correction factor as described in the Asphalt Institute SP 2 manual. y f ! . Page 19 of 48, ' I 2360/2350 Combined Specification December 16,2005 Production control for percentG.at N;,;r ai and N „a,shall not exceed the limit shown in Table 2360.3-B2b by more than 1.0 percent. Mixture produced beyond these limits,as measured by the moving average of 4 tests,may result in a cancellation of the Mix Design Report. A new mix design and submittal that satisfies these Specification criteria may be required. calculation E5 Voids Mineral Aggregate(VMA)(calculation) Asphalt Institute MS-2,SP-2 E6 Gradation-Blended Aggregate AASHTO T-11,T-27, and T-30(all MnDOT modified) Testing to determine the blended aggregate gradation shall be determined every 1800 metric tons i [2,000 tons],or portion thereof(minimum of 1 per day), on samples taken at the same time as the required mixture sample for a given increment. All gradations require a-0.075 mm[4200]wash. (a) Virgin Aggregate Mixtures-Drum or Screenless Plants Belt Samples or extracted production samples. (b) All Other Mixtures: 1. Hot Bins-Drybatch(Optional) 2. Incinerator Oven MnDOT Laboratory Manual Method 1853(Optional),except samples that contain over 50 percent class B. (1) 3. Extraction MnDOT Laboratory Manual Method 1851 or 1852(Optional) (1) Incinerator Oven may not be used when the percentage of Class B I material exceeds 50 percent within the composite blend, unless a correction factor is determined by the Contractor and approved by the District Materials Engineer. E7 Coarse Aggregate Angularity ASTM D5821 CAA test results shall meet the minimum percent fractured faces as shown in Table 2360.3-B2a. ASTM D5821 shall be used to determine coarse angularity on the aggregates may be tested from belt in production of hot mix asphalt. Mix samples. Mixtures that contain RAP must be tested from extracted aggregates taken from standard production samples. The percentage of fractured faces of the composite aggregate blend less than 100 percent shall be tested at the following rates: I (1) Perform 2 tests per day for each mixture blend for a minimum of 2 days and then 1 per day if the test samples meet CAA requirements. (2) If CAA crushing test results exceed 8 percent of the requirement, take 1 sample per day and perform 1 test per week. CAA results must be reported on the test summary sheet. Mixture placed and represented by results below the minimum requirement, as shown in Table 2360.3-B2a, will be subject to induced payment as II outlined in Table 2360.4-L3. Tonnage subjected to reduced payment shall be calculated as the tons placed from the sample point of the failing test until the sampling point when the test result is back within Specifications. E8 Fine Aggregate Angularity ASTM C1252 Method A FAA test results shall meet the minimum criteria shown in Table 2360.3-B2a. ASTM C1252 Method A shall be used to determine fine aggregate angularity on the composite blend from aggregates used in production of HMA. Mixtures that contain virgin aggregates may be tested from composite belt samples. Mixtures that contain RAP must be tested from extracted aggregates taken from standard production samples. The percentage of uncompacted voids from the composite aggregate blend shall be tested at the following rates. I t Page 20 of 48 i 2360/2350 Combined Specification 1 December 16,2005 (1) Perform 2 tests per day for each mixture blend for a minimum of 2 days and then 1 per day if the test samples meet FAA requirements. (2) If FAA test results exceed 5 percent of the requirement,take 1 sample per day and perform 1 test per week. FAA results must be reported on the test summary sheet. Mixture placed and represented by results below the minimums, as shown in Table 2360.3-B2a, will be subject to reduced payment as outlined in Table 2360.4-L3. Tonnage is subjected to reduced payment shall be calculated as the tons placed from the sample point of the failing test until the sampling point when the test result is back within Specifications. E8a -4.75 mm [-#4] Manufactured Crushed Fines (calculation)MnDOT Bituminous Manual iUnder Marshall design, when the -4.75 mm [#4] crushing is calculated, adjustments in target values from the composite blend must be-made at the end of each days paving. If the target quantity (percent of -4.75 mm E#4] to be crushed) changes due to mixture proportion or composite gradation change, a new target shall be established for the next days paving. E9 Field Tensile Strength Ratio(TSR) ASTM D4867 MnDOT Modified 1 A TSR sample shall be obtained within the first 4,500 metric tons [5,000 tons] of HMA produced or by the second day of production, whichever comes first, to verify tensile strength ratio (TSR). These samples may be tested at the discretion of the District M ` i°ls Engineer Owner. If the Materials Engineer Owner requires the samples to be tested, both the Contractor and the Depa#ment Engineer will be required to test these samples within 72 hours after it is sampled. Sample size shall be 50 kg [110 pound] minimum and split in half to provide a sample for the Defaftmvat Engineer and the Contractor. The Depaftraont Engineer companion of this split shall be labeled with the date,time, Project number, and approximate cumulative tonnage to date. The Depaftment Owner companion shall be given to the Depagmeat Owners Street Inspector or Plant Monitor immediately or delivered to the Distfist Materials Engineer within 24 hours of sampling,as specified by the Engineer. Mixture samples shall be taken from behind the paver,unless the Engineer approves an alternate sampling location. Specimen size shall be 100 mm [4 inch]for Marshall mix design and 150 mm [6 inch]for gyratory design. The Contractor may test the ' sample at a permanent lab site or a field lab site. Additional HMA mixture samples for TSR evaluation shall be sampled at a rate of 1 per 18,000 metric tons [20,000 tons] increments for all mixtures produced on the Project. These samples may be tested at the discretion of the District M t -'als Engineer Owner. If the Materials Engineer Owner requires the samples to be tested,both the Contractor and the Department Engineer will be required to test these samples. Minimum acceptable TSR values for production are shown in Table 2360.4-E9. The Contractor shall stop production immediately if minimum TSR requirements are not met. The Contractor will not be allowed to resume production until anti-strip has been added to the asphalt binder. Determination of who is responsible for the cost of the anti-strip is based on Owner and Contractor TSR values as outlined in Tables 2360.4E9A, 2360.4E9B, and 2360.4E9C. When MST the Owner is responsible for the cost of the anti-strip,payment will be made only for the cost of the anti-strip for mixtures placed on that Project. The Owner will not reimburse the Contractor for any delay costs associated with making changes related to this testing. ' Table 2360.449 Mixture Type--Minimum TSR LV and MV Gyratory Traffic Level 2-3 Traffic Level 4-5 MnDOT I14u1OT IMF Contractor Owner Contractor Owner Contractor Owner 70 percent 60 percent 75 percent 65 percent 80 percent 70 percent 1 1 Page 21 of 48 i I 2360/2350 Combined Specification , • December 16,2005 Table 2360.4-E9A LV and MV Contractor TSR Mixtures >70 <70 OT >60 NA T Owner Owner TSR <60 Contractor Contractor Table 2360.4-E9B • Gyratory Level Contractor TSR 2-3 >75 <75 T 1 >65 NA Ma= Owner — Owner TSR <65 Contractor Contractor Table 2360.4-E9C Gyratory Level 4-5 Contractor TSR I >80 <80 MRD9-T >70 NA OT Owner Owner TSR <70 Contractor Contractor Another sample shall be taken and tested within the first 450 metric tons [00 tons] after production resumes. If the re-test fails to meet the minimum specified value,the Contractor shall stop production immediately. Production cannot resume until the Contractor has discussed with the Engineer a proposal for resolving the problem. The Contractor shall not operate below the specified minimum TSR on a continuing basis. A continuing basis shall be defined as 2 or more successive tests failing the TSR requirements. The following conditions will automatically require a sample to be taken and tested: 1. A proportion change of more than 10 percent(from the currently produced mixture) for a single stockpile aggregate. 2. The discretion of the Engineer. Dispute resolution procedures for TSR are on file in the Bituminous Office. I El0 Aggregate Specific Gravity(Gsb) .AASHTO T84 and T85, MnDOT modified Samples of all aggregate stockpiles shall be collected on each aggregate used in the production I mixture,at a rate of 1 sample per 9,000 metric tons[10,000 tons]mixture produced. These samples shall be taken at random as directed by the Engineer. These representative stockpile samples shall be 40 kg [90 pounds] of each aggregate component. Each sample shall be split in half to provide a sample for the DepaFtment Owner and the Contractor. The Depagment Owner companion shall be labeled with date, time, Project number and approximate cumulative tonnage to date. The Depagment Owner's companion shall be given to the Department Owner's Street Inspector or i Plant Monitor immediately or delivered to the District Ma eri la Engineer within 48 hours of sampling,as specified by the Engineer. These samples may be tested. Tested samples will be compared to the Contractor's values on the Mix Design Report. If the results deviate beyond the tolerance specified in Table 2360.4-M,the dispute resolution procedure on file in the Bituminous Office will be utilized. Any mixture placed following notification of new specific gravity values will be based upon Department results,unless proven incorrect. The Contractor shall be notified when new specific gravity values become available and what impact this will have on the calculated VMA. 1 I Page 22 of 48 I I 2360/2350 Combined Specification ' December 16,2005 Ell Moisture Content MnDOT5-693.950 I Provide a mixture with a moisture content not greater than 0.3 percent. The moisture content,in the mixture shall be measured behind the paver or alternate approved sampling method on file in the Bituminous Office. Sampling and testing shall be conducted by the Contractor on a daily basis, unless exempted by the Engineer. Sampling and testing is suggested when rain on stockpiles exceed more than 5 mm[0.2 inch]in a 24 hour period. The sample shall be stored in an airtight container. Microwave testing is prohibited. HMA that exceeds 0.3 percent moisture content is unacceptable. The Contractor shall take appropriate action to remove excess water from the mixture. This action may include reducing the production rate, mixing stockpile aggregates prior to placement into the feed bins and use of covered stockpiles. 1 E12 Asphalt Binder Samples The Contractor shall sample the first shipment of each type of asphalt binder,then sample at a rate of 1 per 1,000,000 liters [250,000 gallons]; sample size shall be 1.0L a quart]. All samples shall be taken in accordance with the MnDOT Bituminous Manual 5.693.920. Sampling shall be conducted by Contractor and monitored by the Inspector. Promptly submit the sample to the Department Materials Laboratory in Maplewood. The Contractor shall record sample information on Asphalt Sample Identification Card. IF Documentation(Records) The Contractor shall maintain documentation, including test summary sheets and control charts, III on an ongoing basis. The Contractor shall also maintain a file of gyratory specimen heights for all gyratory compacted samples and test worksheets. Reports,records,and diaries developed during the progress of construction activities for the Project, shall be filed as directed by the Engineer and will become the property of the Depaftmont Owner. The Contractor shall: (1) Number test results in accordance with standard Department procedures and record on forms approved/supplied by the Department. (2) Facsimile all production test results on test summary sheets to the Di'^ eFi is r aborato y` Engineer's Street Inspector and to other sites as requested by the Engineer,by 11 AM of the day following production. (2a) Include the following production test results and mixture information on the Department approved 1 test summary sheet. 1. Percent passing on sieves listed in Table 2360.2-E. 2. Coarse and fine aggregate crushing. 3. Maximum specific gravity(G„„a.). 4. Bulk specific gravity(Gmb). 5. Percent asphalt binder content(Pb). 6. Calculated production air voids (Va). Gyratory design shall also include percentGmm at Nina.',percentG, at Ndesig, ,and percent Gn,,,,at Nmaximum 7. Calculated voids in mineral aggregate(VMA). 8. Composite aggregate specific gravity(Gab)reflecting current proportions. 9. Aggregate proportions in use at the time of sampling. I 10. 11 Tons where sampled. Cumulative tons. 11 a. Tons Represented by Test. 12. Fines to effective asphalt ratio(F/Ae). 13. Signature Line for 1>41=Engineer and Contractor Representative. 14. Mixture Moisture Content. 15. T Owner verification sample test result. (2b) Submit copies of all failing test results to the Engineer on a daily basis. (3) Provide the Engineer with asphalt manifests of BOL's(Bill of Ladding)on a daily basis. I Page 23 of 48 1 i 2360/2350 Combined Specification December 16,2005 (4) Provide a daily plant diary to include a description of QC actions taken(adjustment of cold feed percentages,changes in JMFs,etc.)include all changes or adjustments on the test summary sheets. (5) Provide weekly truck scale spot checks(as requested by the Engineer). (6) Provide a Department approved accounting system for all mixes and provide a daily and final Project summary of material quantities and types. (6a) Provide a final hardcopy summary of all quality control test summary sheets and control charts at 111 completion of bituminous operations on the Project to the Engineer. Because Certified Plant test data often represents test data for multiple projects,it may be necessary to make duplicate copies of the data for each Project. The Contractor shall also submit a diskette of the quality control summary sheets,control charts,and density worksheets to the Bituminous Engineer. (7) Furnish an automated weigh scale and computer generated weigh ticket. The ticket shall indicate project number, mix designation (including binder grade), Mixture Design Report#, truck identification and tare, net mass, date and time of loading. Any deviations from the minimum information to be provided on the computer generated weigh ticket must be approved by the Engineer in writing. (8) Charts and records for a mixture produced at 1 plant site shall be continued from contract to contract. G Documentation(Control Charts) The following data shall be recorded on the standardized control charts if requested by the Engineer, all control charts, and summary sheets shall be computer generated using software approved by the Engineer. Software is available from the MnDOT Bituminous Office at www.mrr.dot.state.mn.us/pavement/bituminous/bituminous.asp. (1) Blended aggregate gradation,include sieves shown in Table 2360.2-E for specified mixture. (2) Percent asphalt binder content(Pb). (3) Maximum specific gravity(Omni.). (4) Production air voids(Va). (5) VMA. Individual test results shall be plotted for each test point. A solid line shall connect individual points. The moving average for each test variable shall be plotted starting with the fourth test. A dashed line shall connect the moving average points. The Depagaleags.Owner's quality assurance and verification test results shall be plotted with asterisks. Specification JMF limits shall be indicated on the control charts using a dotted line. The Engineer may waive the plotting of control charts. H JMF Limits The production air voids and VMA are based upon the minimum specified requirements as shown in Tables 2360.3-B2b and 2360.3B2c. Gradations and asphalt binder content limits are based upon the current Department reviewed Mixture Design Report. Gradation control sieves include each sieve shown in Table 2360.2-E. The mixture production targets are listed on the Mixture Design Report. JMF limits are the target plus or minus the limits shown in Table 2360.4-H. JMF limits are used as the criteria for acceptance of materials based on the moving average. A moving average is the average of the last 4 test results. I 1 I Page 24 of 48 i December 16,2005 JMF Limits(N=4) JMF Limits VMA,percent 1.0 Production Air Voids,percent -0.4 Asphalt Binder Content,percent Table 2360.4-H Item Sieve-Percent Passing* ±7 25, 19, 12.5,9.5,4.75 mm[1 inch,3/4 inch,1/2 inch,3/8 inch,#4] ±6 2.36 mm[#8] 2.0 0.075 mm[#200] -0.3 *JMF limits are not allowed outside the broadband requirements in Table 2360.2-E. JMF Bands 2360/2350 Combined Specification JMF Bands are defined as the area between the target,as identified on the Mixture Design Report, and the JMF limits. J JMF Adjustment The Contractor shall begin mixture production with the materials (gradation, asphalt content,and aggregate proportions) closely conforming to the reviewed Mixture Design Report. Closely conforming shall be defined as aggregate proportions within 5 percent of the design proportions and and other mixture parameters within the JMF limits in Table 2360.4-H. This requirement may be waived if the Contractor provides the District Materials Laboratory with prior documented production data showing how production affects the mixture properties or if the Contractor provides the District Materials Laboratory with a written justification or explanation of material changes since the original mixture submittal. (1)The Contractor shall begin mixture production using all aggregate proportions included on the Mixture Design Report,unless the aggregate proportion is shown as 0 percent. If, during production, the Contractor determines from results of QC tests that adjustments to the mix design are necessary to achieve the specified properties,the following provisions shall apply. No adjustments are allowed using aggregates or materials not part of the original mix design. The Contractor shall make a request for a JMF adjustment to the Department Bituminous Engineer or District Materials Engineer. The requested change will be reviewed for the Department by a Certified Level II Bituminous QM Mix Designer. If the request meets the design requirements in Tables 2360.3-B2a and 2360.3-B2b, a revised Mixture Design Report shall be issued. Each trial mixture design submittal as described it Section 2360.3A may have 3 JMF adjustments per mixture per project without charge. Additional JMF adjustments requested must be accompanied with a$500 fee per each additional JMF adjustment,payable to the Commissioner of Transportation. If a JMF change is requested for the 0.075 mm [#200] sieve,the Fines to Effective Asphalt Ratio shall be determined on the moving average from the previous 4 gradation tests conducted during actual production. The adjusted JMF shall be within the mixture specification gradation design broadbands shown in Section 2360.2E. Should a redesign of the mixture become necessary, a new JMF shall be submitted. The JMF asphalt content may only be reduced if the production VMA meets or exceeds the minimum VMA requirement for the mixture being produced. Adjustments will be made as a result of an interactive process between the Contractor,Engineer, and District Materials Engineer. consecutive requests for JMF adjustments, without production data, are not allowed. The calculation of the moving average shall continue after the JMF has been approved. Page 25 of 48 i 2360/2350 Combined Specification December 16,2005 J1 JMF Adjustment for Proportion Change>10 percent If a JMF adjustment is requested for a proportion change exceeding 10 percent(from the currently produced mixture)for a single stockpile aggregate, supporting production test data from a minimum of 4 tests run at an accelerated testing rate of 1 test per 450 metric tons [500 tons]must be included with the request for adjustment. In addition to the requirements listed above,acceptable verification and approval of the requested JMF will be based on individual and moving average test results. Individual test results must be within twice the requested IMF limits for percent asphalt binder,production air voids,and VMA. Individual gradation must be within twice the requested JMF bands. The moving average values must be within the control limits of Table 2360.4-H . The calculation of • the moving average shall continue after the change in proportions. If the mixture meets the specified quality indicators,the request for JMF adjustment will be signed by the District Materials Laboratory and considered effective from the point the proportion change was made. Failure to meet the quality indicators will result in reduced payment or removal and replacement with acceptable 111 material. Consecutive requests for JMF adjustments without production data is not allowed. K Corrective Action —Percent Asphalt Binder Content,VMA,and Gradation and Production Air Voids When the moving average values trend toward the JMF limits,the Contractor shall take corrective action. The corrective action taken shall be documented on summary sheets and, if applicable, a request for JMF adjustment shall be submitted to the District Materials Engineer for review and approval. All tests shall be part of the Project files and shall be included in the moving average calculations. The Contractor shall notify the Engineer whenever the moving average values exceed the JMF limits. L Failing Materials The determination of price adjustments for failing materials will be based on the criteria outlined in this Section. Material acceptance is based on individual and moving average test results. Isolated test results are used for acceptance of air voids at the start of mixture production. Generally,individual test results which are more than twice the JMF bands are considered failing. Moving average test results are considered failing when they exceed the JMF limits. If the moving average values exceed the JMF limits, the Contractor shall stop production and make adjustments. The Contractor shall restart production only after notifying the Engineer of the adjustments that have been made. Testing shall resume at the accelerated rates and for the tests listed in Table 2360.4-D for the next 1800 metric tons [2,000 tons]of mixture produced. The calculation of the moving average shall continue after the stop in production. Mixture produced where the moving average of 4 exceeds the JMF limits shall be considered unsatisfactory and subject to requirements of Section 2360.4L4, L5, L6, and L7. Individual test failures are discussed in Section 2360.4L1,L2,and L3. When the total production of a mixture type for the entire Project requires less than 4 to acceptance of material will be consistent with the criteria outlined in Section 2360.4L1,L2,and L3. tests When the Contractor's testing data fails to meet specified tolerances as listed in Table 2360.4-M, quality assurance/verification data shall be used in place of the Contractor's data to determine the appropriate payment factor. 1 I Page 26 of 48 I2360/2350 Combined Specification December 16,2005 I Ll Isolated Failures at Mixture Start-Up—Production Air Voids d test results the start-up of mixture production,before a moving average of 4 can be established the first 3 isolated for production air voids will be used he°corresacceptance. onding bulk specifi production gravityair from that are s ngleltest by using the maximum mixture specific gravity and P After 4 samples have been tested and a moving average of 4 can be established, acceptance will be based on individual and moving average production air voids. If,at the start of production, any of the first 3 isolated test results for production air voids exceeds twice the tab bands from the target listed on the Mixture Table 2360.4-L3 shall apply to all tonnage placed from the sample or unacceptable. Reduced payment as outlined in point of the failing test until the sample point when the isolated test result is tonnage subjected the IMF bands.all When the failure occurs at the first test, after the start of production,the be calculated as described above and shall include the tonnage from the start of production. When isolated air voids are less than 1.0 percent or greater than 7.0 percent, the Engineer will 111 decided and re lac d,the is to removal will l perform the work. To better If the mixture is to be area t be removed ed replacement or reduced payment.removed and replaced,the Coatrac expense and replaced the Engineer may uReduced payment will be 50 mixture. the ContractBid Unit include Price.testing mixture placed prior to the failing test result. L2 Individual Failure at Mixture Start-Up—VMA mov 3 At the start-up of mixture production,before re fa 4 vain lee have been tested stablimovng a.rage individual test results for VMA will be used for acceptance. P of 4 can be established,acceptance will be based on individual and moving average VMA. If,at the start of production, any of the first 3 individual VMA test results exceeds twice the JMF bands from the payment as listed u outlined a the Table Report,the apply to all tonnage placed from thetsample point of the Reduced payment as outlined occurs test the until the sample point art of production,the tonnage subjected to reduce paymentlshall e calculated as the test results are back within I occurs at the first test, after the p described above and shall include the tonnage from the start of production. 13 Individual Failure -Gradation,Percent Asphalt Binder,Production Air Voids,and VMA Table 2360.4-13 Reduced Payment Schedule for Individual Test Item Results uactor 95 .ercent Gradation 90 percent Coarse and Fine Aggregate Crushing I As shalt Binder Content . IIIIIIIIIMEMIIIIIIIIII 70 percent Production Air Voids(individual and isolated ) (1) Lowest Pay Factor applies when there are multiple reductions on a single test. and the (2) Individual air voids are calculated using the moving average maximum specific gravity bulk specific gravity from that single test. (3) Isolated air voids are calculated from the maximum specific gravity and the bulk specific gravity from that single test. Isolated void test results are used for acceptance only for the first 3 tests after mixture production start-up. If the individual gradation test exceeds twice the JMF bands from the target listed on the Mixture Design Report, the material is considered unsatisfactory individual test. able. Reduced payment as outlined in Table I2360.4-L3 shall apply to all tonnage represented by the IPage 27 of 48 2360/2350 Combined Specification December 16,2005 If the individual tests for percent asphalt binder content, production air voids, or VMA exceeds twice the JMF bands from the target listed on the Mix Design Report,the material is considered unsatisfactory or unacceptable. Reduced payment point of the failing test until the sample point henithe test sultlislbacklwithin ltwice tonnage limits.the When the failure occurs at the first test after the start of daily production, tonnage subjected to reduced payment�shall tbe calculated as described above and shall include the tonnage from the start of production that day. When individual air voids are less than 1.0 percent or greater than decide whether the mixture is subject to removal and replacement or reduced a n payment..percent,the the mixture t be removed and replaced,the Contractor at his expense will perform the work. To better define the area to be removed p yment. If the mixture is to be and replaced the Engineer may require the Contractor to test inplace mixture. This may include testing mixture placed prior to the failing test result. Reduced payment will be 50 percent of the Contract Bid Unit Price. Moving Average Failure at Mixture Start-Up-Production Air Voids When a moving average failure occurs within any of the first 3 moving average results after mixture start-up(tests 4,5, 6),the mixture will be considered acceptable if the individual air void, corresponding to the moving average failure is within the JMF limits. If the individual air void is not within the JMF limit, the mixture will be considered unacceptable and the Engineer will decide whether the mixture is subject to removal and replacement or reduced payment. The Engineer may waive the penalty if the isolated air void corresponding to the individual air void is within the JMF limit. If the mixture is to be removed and replaced, the Contractor at his expense will perform the work. Reduced payment will be 50 percent of the Contract Bid Unit Price. Tonnage subjected to replacement or reduced payment shall be calculated as the tons placed from the sample point of the failing moving average result and corresponding individual air void beyond the JMF limit to the sampling point when the individual test result is back within the JMF limit. L5 Moving Average Failure at Mixture Start-Up-VMA When a moving average failure occurs within any of the first 3 moving average results after mixture start-up (tests 4, 5, 6), the mixture will be considered acceptable if the individual VMA, corresponding to the moving average failure is within the JMF limits. If the individual VMA is not within the JMF limit, the mixture will be considered unacceptable and the Engineer will decide whether the mixture is subject to removal and replacement or reduced payment. If the mixture is to be removed and replaced, the Contractor at his expense will perform the work. Reduced payment will be 75 percent of the Contract Bid Unit Price. Tonnage subjected to replacement or reduced payment shall be calculated as the tons placed from the sample point of the failing moving average result and corresponding individual VMA beyond the JMF limit to the sampling point when the individual test result is back within the JMF limit. L6 Moving Average Failure-Production Air Voids Af moving average production air void failure occurs when the ' moving average of 4 exceeds the JMF limit. This mixture is considered unacceptable'nandlthe Engineer will de i e whether the mixture is subject to removal and replacement,or reduced payment. If the mixture is to be removed and replaced,the Contractor at his expense will perform the work. Reduced payment will be 50 percent of the Contract Bid Unit Price. Tonnage subjected to replacement or reduced payment shall be calculated as the tons placed from the sample point of all individual test results beyond the JMF limits which contributed to the moving average value that exceeded the JMF limit to the sampling point when the individual test result is back within the JMF limits. When the failure occurs at the first test after the start of daily production, tonnage subjected to reduced payment shall include the tonnage from the start of production that day. 1 Page 28 of 48 I2360/2350 Combined Specification December 16,2005 ITable 2360.4-L6 Reduced Payment Schedule for Moving Average Test Results Pa Factor Item 75 .ercent Gradation SEE FOOTNOTE#3 BELO NA(individual failures only) Coarse and Fine Aggregate Crushing IAs•halt Binder Content 50 percent Production Air Voids (1) Lowest Pay Factor applies when there are multiple reductions on a single test. (2) See criteria for mixture production start-up. (3) Excludin the 0.075 #200 u e •5 .ercent .a factor if failure is within a e ate Qradati br°adband.Ta b1e L7 Moving Average Failure-Percent Asphalt Binder Content,VMA,and Gradation I VMA,and gradation, where the moving For mixture properties,including asphalt binder content, average of 4 exceeds the JMF limits,the mixture is consider reduced payment.blelf h the Engineer will decide emoved whether g percent of removed ed and replaced,mixture is subject to removal expense and will perform or payment will be 75 p placed from shall be calculated as the tons p replaced,the Contractor at his expense will perform the work. Reduced PaY average value Bid Unit Price. Tonnage subjected to replacement or reduced payment tha sample xce exceeded of all individual the sampling beyond point when the individual test result is back within the JMF limits.that When the the occurs limit,the the to p g P When the failure occurs at the first test after the production that dayly. Production,tonnage subjected to reduced payment shall include the tonnage from the start of I L8 Coarse and Fine Aggregate Crushing Failure ate Angularity,Fine Aggregate Angularity or -4.75mm F.#4] If any test result for Coarse Aggregate g ant shall all ba edlculasub as tto all calculated crushing fail to meet minimum requirements a in subjected Table to rOeduBced,paym material placed is subject o tons placed edfrom the sample ipoi Table of the failing test until the sampling point when the test result is back within tons placed from the sample p production, tonnage subjected to reduced payment When include the tonnage frohm the start tof production that day. p the failure occurs at reduced payment shall M Quality Assurance and d testing being performed by the The Engineer will periodically witness the sampling n tests are not being performed in Contractor. If the Engineer observes that the sampling and quality o accordance with the applicable test procedures, the Engineer may stop production until corrective action is taken. The Engineer will notify the Contractor of observed deficiencies promptly,both verbally and in writing. The Engineer i may obtain additional samples, at any time, to determine quality levels. These additional samples or verification samples are described in Section 2360.4N. For mixture,the Contractor shall test their portion immediately. All testing and data analysis shall be performed by the Certified Level I Bituminous Quality ana ement (QM) Technician. Certification shall be in accordance with the MnDOT the Personnel Certification responsible M g ivn the nam Program. The Department shall post a chart g g for the Quality assurance program. Engineer shall calibrate and correlate all laboratory testing equipment in accordance with the The Eng latest version of the MnDOT Bituminous Manual. I IPage 29 of 48 2360/2350 Combined Specification December 16, 2005 Table 2360.4-M Allowable Differences(Tolerances)Between Contractor and T Mixture Bulk S.ecific Gravi Item Owner Test Results* Mixture Maximum Specific Gravity(G Allowable Difference Gbh VMA Calculated °'� 0.030 Fine A: re ate An ulari 0.019 Coarse Aggregate uncom.acted voids U ercent ggregate Angularity,percent fractured faces(percent P) A::re:ate Individual Bulk S.eciftc Gravi +4.75mm +#4 A :re:ate Individual Bulk S.ecific Gravi -4.75mm -#4 0.040 Aggregate combined blend Specific Gravity(G,b) 0.040 Tensile Stren:th Ratio TSR .ercent 0.020 Meter Method,percent As'halt Binder Content See Table 2360.3-B2b S.of Check Method, .ercent 0.2 Chemical Extraction Methods, .ercent 0.2 Incinerator Oven,percent Chemical vs.Meter,S.of Check,or Incinerator methods 0.4 Incinerator Oven vs.S•of Check 0.3 0.4 25.0, 19.0 12.5, 9.5 Gradation Sieve percent passing 0.4 mm 1 inch,3/4 inch, inch,3/8 inch ' 4.75 mm #4 6 2.36 mm[#8] 0.075 mm #200] 4 ' *Test tolerances listed are for single test comparisons. 2.0 N Verification Testing A verification sample is a sample, which is sampled to assure compliance of the Contractor's sample is a sample, r, ram, P and tested by�gT thethe Q e program. A verification companion is a companion sample, to ' t e vi'nera verification sample,provided to the Contractor. The Contractor is required to test verification companion sample as part of the QC program. The verification companion next scheduled QC sample. It is recommended enough material be sampled to accommodate retestin sh ul d use samples fail to meet requirements as described below. P on sample will replace the g od the Verification testing shall be performed on at least 1 set of production tests Section 2360.4E,sections E9,El 0,E11,and E12,on a daily basis per mix used to verify the requirements of Tables 2360.2-E, 2360.3-B2a, 2360.3-B2b, and 2360.3-B 60.4E, to the Verification sample for compliance with allowable tolerances as specified a verification companion sample will be the mixture properties sample of 36 and will be compared Gam, (mixture max gravity), in Table 2360.inde These include (calculated), Coarse and Fine Aggregate crushing, Gnb (mixture bulk meets the requirements of Section 2360.4E7 and 2360.4E8, the I test per week shall'besphalt binder ©ntent, VMA g. gradation. For Coarse and Fine Aggregate crushing that companion. These do not include the aggregate bulk specific gravity companion. ratio (TSR). g ty Qb, fines to effective asphalt, or the tensile ( ) Asphalt binder content and gradation must be determined by either extraction method 2360.4E l b or 2360.4E1 c. Asphalt content from the verification test result must be used to determine VMA. �, Qwn .r c verification test results will be available to the Contractor within 2 working days from the time the sample is delivered to the gravity, Gmb mixture bulk gravity, air voids (calculated), asphalt binder content, for crushing results will be provided to the Contractor within 3 MnDOT working days. Once the verification mixture results x are available, they mill be included on the test summa sheet. � �A(calculated). Gradation and verification companion will be compared for allowable tolerances as specified in Table test ranuets summary These results and those from the Contractor's are met,the verification process is complete. le 2360.4-M. If the tolerances Page 30 of 48 I I2360/2350 Combined Specification December 16,2005 111 If the tolerances between Owner and Contractor are not met, retests of the material shall be conducted by the Owner. If the retests fail to meet tolerances, the verification test results will be substituted for the Contractor's results in the QC program and used pta cre. Only those parameters out of tolerance will be substituted and, if applicable, volumetric properties will be I recalculated ). When tolerances from the verification sample retests are not met, an investigation will begin immediately to determine the cause of the difference. Testing equipment, procedures, worksheets, gyratory •I specimen height sheets, and personnel will be reviewed to determine the source of the problem. The DistFiet Vials.Engineer may also require a hot-cold comparison of mixture properties be performed. The procedure for hot-cold comparisons is as follows: 111 The hot-cold comparison sample will be split into 3 representative portions. The Engineer will observe the Contractor testing the sample. One part shall be compacted immediately while still hot (additional heating maybe required to raise the temperature of the sample to compaction I temperature). The second and third part will be allowed to cool to air temperature. The Contractor will retain the second part and the third part will be transported to the Dirt-:ot M En ineer. On the same day and at approximately the same time, the Contractor and the n. at Icompact them. From this information, a calibrat nh factor will be cdeveloped ton compare the specific gravity of the hot compacted samples to reheated compacted samples. Each test will involve a minimum of 3 Marshall specimens or 2 gyratory specimens. This test may be repeated I at the discretion of the Contractor or the Dim' t M t ��R�, Engineer. Note: Care must be taken when reheating samples for mixture properties analysis tests. Mix samples should be reheated to 70°C. [160°F.]to allow splitting of the sample into representative fractions for the various tests. Overheating of the mixture portions to be tested for maximum specific gravity(Rice Test)may result in additional asphalt being absorbed in the aggregate. The Defloctmeot Owner will test the previously collected QA samples until they meet the I tolerances or the remaining samples are all tested. Once these samples are tested,the dopaftf000t QA samples subsequent to the verification sample until tolerances are met. Acceptance will be based on QC data with substitution of� �will test test result tolerances is not achieved within 48 hours,the Contractor shall cease sand placem nt of ' until the problem is resolved. and placement (1) If, through analysis of data, it is determined there is a bias in the test results,the Engineer will determine which results are appropriate and shall govern. Methods to analyze data for determination of bias are on file in the Bituminous Office. 2360.5 CONSTRUCTION REQUIREMENTS IA General The following construction requirements provide for the construction of all courses. When ' construction is under traffic,the requirements of MnDOT 2221.3D will apply. B Restrictions I In P general, no work within the roadway will be permitted in the spring until seasonal load restrictions on roads in the vicinity have been removed. However,work within the roadbed may be permitted before that time if,in the opinion of the Engineer,it can be done without damage to the subgrade. HMA shall not be placed I when,in the opinion of the Engineer,the weather or roadbed conditions are unfavorable. I IPage 31 of 48 I 2360/2350 Combined Specification I December 16,2005 No asphalt pavement wearing course (final st west lineebetween Browns1Valley and Holyoke, placed after October 15th in that part of the state north of a n ea nor after November 1st south of that line. The Engineer may waive these restrictions when: (1) The asphalt mixture is not being placed on traffic c veled portion of the oadway,or I(2) The roadway involved will not be open to (3) The Engineer directs in writing the mixture be placed. The Contractor shall not use petroleum distillates, such as kerosene and fuel oil, to prevent I adhesion of asphalt mixtures in pavement hoppers, truck beds, or on the contact surfaces of the compaction Asphalt Anti-adhesive agent must MOT's Office of Environmental Servlices and the Bituminous Office. Asphalt Release Agent Report on file in I C Equipment I Cl Asphalt Mixing Plants Cla Requirement for All Plants The Contractor shall test and calibrate all scales according to MnDOT 1901,except as otherwise I designated by the Contract. Cla(1) Equipment for the Preparation of the Aggregate Add mineral filler to the mixture using a storage silo equipped with a device to ensure a constant and uniform feed. I C1a(2) Equipment for the Preparation of Asphalt Material Tanks for storage of asphalt material at plant a end be equipped to lines hall be material and maintain the material at the required temperatures. The disc g used, aommene sal the belosupplier. I surface of the asphalt material. Provide agitation for modified asphalt,when u , An outage table or chart and ameasuring stick halt binder be material samplesch After delivery of asphalt It , Tanks shall is equipped with provisions for taking binder material to the Project, the Contractor not exceed heat trecmamrial above on of the C. [35supplier. For modified asphalt,the maximum storage temperature I Cla(3) Asphalt Binder Control When asphalt binder material is proportioned by volume,the plant shall be equipped with either a working tank or a metering system for determining asphalt binder content of the mixture. I The working tank shall lhel calibrated nd upplied with a calibrated gallons] and 7 600 L stick. The tank may [2,000 gallons]. The working tank shall b I be connected to a mixing unit and used only during spot check operations,operations. but it shall be available at all times. Any feedback shall be returned to the working tank during spot The metering system shall consist of at least to approved binderlsupply�o measure addition to play I the asphalt binder pump. The flow meter shall be connected only the asphalt binder being fed to the mixer unit.e flow readout shall be positioned for convenient the calculated output of the asphalt observation. Means shall be provided for comparing [gallons]or to the nearest 0.001 metric tons[0.001 tons], ' binder pump. In addition,the system shall display in liters[g ] the accumulated asphalt binder quantity being delivered to fie error. This calibration l sh lllbe required fore each plant set-up prior to adjusted to maintain an accuracy of±1 per , production of mixture. Page 32 of 48 I i ' 2360/2350 Combined Specification December 16,2005 Cla(4) Dryer:The aggregate shall be free of unburned fuel. Cla(5) Thermometric Equipment: ' The plant shall be equipped with a sufficient number of thermometric instruments to ensure temperature control of the aggregate and the asphalt binder material. Cla(6) Pollution Controls Cla(6)(a) Pollution 1717 Cla(7) Surge and Storage Bins The plant may include facilities to store hot asphalt mixture for coordinating the rate of production ' with the paving operations. Storage of the hot mixture will be permitted for a period not to exceed 18 hours, provided the following requirements are met: (a) Hot mix storage facilities shall be designed and operated to prevent segregation of the mix, ' drainage of the asphalt from the mix, and to prevent excessive cooling or overheating of the mixture. (b) The temperature of the mixture at time of discharge from the storage facility shall be within-a tolerance of 5°C. [9°F.]of the temperature when discharged from the silo or mixer. ' C2 Placement and Hauling Equipment All equipment shall be serviced away from the paving site to prevent contamination of the ' mixture. Units that drip fuel,oil,or grease shall be removed from the paved surface until such leakage is corrected. C2a Asphalt Pavers IAsphalt pavers shall be self-contained, power-propelled units, with an o erational v'd screed, capable of spreading and finishing courses of asphalt plant mix material in widths appli able to the bsesr d typical sections and thicknesses,indicated in the Contract. ' The screed or strike-off assembly shall produce a finished surface of the re texture without tearing, shoving, or gouging. For mainline paving, screed extensions and uger extensions are required if the paving width on either side of the paver is greater than the basic screed,unless otherwise directed by the Engineer. Strike-off only extension assemblies are not allowed for mainline wearing course paving, unless directed by the Engineer. Automatic screed control by means of an erected string line shall only be required when stated in the Contract. All pavers shall be equipped with an approved automatic screed control. The automatic controls I shall include a system of sensor-operated devices,which follow reference lines, or surfaces on 1 or both sides of the paver as required. The speed of the paver shall be adjusted to produce the best results. All mixtures shall be spread without segregation to the cross sections shown in the Drawings. In general, leveling layers shall be spread by the method producing the best results as approved by the Engineer. The objective is to secure a smooth base of uniform grade and cross section so that subsequent courses will be uniform in thickness. The leveling layer may be spread with a properly equipped paver or,when approved by the Engineer,a motor grader equipped with a leveling device, or with other means for controlling the surface elevation of the ' leveling layer. 1 Page 33 of 48 I 2360/2350 Combined Specification I December 16,2005 All mixtures shall be spread,to the fullest extent practicable,by an asphalt paver. When approved by the Engineer, mixtures may be spread by a motor grader in areas that are inaccessible to a paver, such as on driveway entrances, irregular areas, short isolated areas, or when the quantity of mixture makes it impractical to place with a paver. On shoulder surfacing and uniform width widening,when the placement width is too narrow for a paver,the mixture in each course shall be spread with an approved mechanical device. The placement of each course shall be completed over the full width of the section under I construction on each day's run,unless otherwise directed by the Engineer. C2b Trucks _ I Trucks for hauling asphalt mixtures shall have tight,clean,and smooth beds. Mixture shall not be allowed to adhere to the truck beds. Adherence may be prevented by spraying the truck bed with an anti-adhesive agent in accordance with Section 2360.5B. Each truck shall be equipped with a cover of canvas or other suitable material to protect the mixture from weather. The cover shall extend at least 300 mm[1 foot]over the sides and be attached to tie-downs,unless the truck is furnished with a mechanical or automated covering system,which prevents airflow underneath by stretching the cover tightly on the top of or inside the sideboards. The cover shall be used when directed by the Engineer. I C2c Motor Graders Motor graders shall be self-propelled and have pneumatic-tires with a tread depth of 13 mm I [1/2 inch] or less. They shall be equipped with a blade not less than 3 m [10 feet] in length and shall have a wheelbase of not less than 4.5 m[15 feet]. D Treatment of the Surface I Dl Tack Coat I An asphalt tack coat shall be applied to existing asphalt and concrete surfaces and to the surface of each course or lift constructed, except for the final course or lift, according to MnDOT 2357. Emulsified asphalt tack coats shall be allowed to break, as indicated by a color change from brown to black,before a subsequent lift is I placed. The contact surfaces of all fixed structures and the edge of the in-place mixture in all courses at transverse joints and longitudinal joints shall be given a uniform but not excessive coating of liquid asphalt or I emulsified asphalt before placing the adjoining mixture. E Compaction Operations I After being spread, each course shall be compacted to the required density. The rolle rs shall, as practicable, be operated continuously so all areas are thoroughly compacted to the required density. When not operating, the rollers shall not stand on the uncompacted mixture or newly rolled pavement having a surface temperature exceeding 60° C. [140°F.]. Rolling with steel-wheeled rollers shall be discontinued if it produces • I excessive crushing or pulverizing of the aggregate or displacement of the mixture. To prevent adhesion of the mixture to the steel roller wheels, the contact surfaces of the wheels I shall be kept properly moistened using water or a water solution containing small quantities of a detergent or other approved material. To secure a true surface,variations such as depressions or high areas,which may develop during I rolling operations,and lean, fat,or segregated areas shall be corrected by removing and replacing the material in the defective area. All such corrections shall be accomplished as directed by the Engineer at no expense to the Department Owner. i Page 34 of 48 I I 1 2360/2350 Combined Specification December 16,2005 I When mixtures are spread by a motor grader,pneumatic-tired rollers shall compact the mixture simultaneously with the spreading operation. 1 F Construction Joints Joints shall be thoroughly compacted to produce a neat, tightly bonded joint that meets surface tolerances. Both transverse and longitudinal joints are subject to density requirements as outlined in Section 2360.6 I Pavement Density. Fl Transverse Joints I A transverse joint (full paver width at right angles to the centerline) shall be constructed when mixture placement operations are suspended. The forward end of the freshly laid strip shall be thoroughly compacted by rolling before the mixture has cooled. When work is resumed,the end shall be cut vertically for the full depth of the layer,unless a formed edge is constructed as approved by the Engineer. IF2 Longitudinal Joints I Longitudinal joints between strips shall be parallel to the centerline. In multiple lift construction, the longitudinal joints between strips in each lift shall be constructed not less than 150 mm [6 inches] measured transversely from the longitudinal joints in the previously placed lift. When the wearing course is constructed in an even number of strips, 1 longitudinal joint shall be on the centerline of the road. When it is constructed in an odd 1 number of strips, the centerline of 1 strip shall be on the centerline of the road,provided that no joint is located in the wheel path area of a traffic lane. Longitudinal joints in multiple lift construction over Portland cement concrete pavements may be aligned directly over the concrete pavement longitudinal joints at the discretion of the Engineer. I At longitudinal joints formed by placing multiple strips, the adjoining surface being laid shall, after final compacting, be slightly higher (but not to exceed 3mm [1/8 inch]) than the previously placed strip. When constructing a strip adjoining a previously placed strip or a concrete pavement, any fresh mixture that I overlaps a previously placed strip or pavement shall be removed(to the longitudinal joint line)before any rolling is done. G Asphalt Mixture Production(FOB Depar4ment Owner Trucks) IFor asphalt mixture production,the Contractor shall,in addition to the asphalt mixture required on the Project,produce and deliver asphalt mixture to the Department Owner. The mixture shall be the mixture being produced and shall be loaded on Dement Owner furnished trucks at the mixing plant at a time agreed on by the I Engineer and Contractor. The Engineer will notify the Contractor of the total quantity of mixture desired not less than 2 weeks prior to completion of the wearing course construction. The Engineer will not accept the asphalt mixture if it is inappropriate for the Departments Owner's intended use. IA Small Quantity HMA Paving Unless otherwise indicated in the Special Provisions,the following provision for a small quantity Iof asphalt mixture shall apply. A Mixture Design Report is not required for planned project quantities less than 191,200 n?mm [9,000 square yard inches [4,500 square yards per 2 inch thickness, etc]) or 450 metric tons p00 tons]. I However,the Contractor shall verify in writing the asphalt mixture delivered to the Project meets the requirements of Table 2360.3-B2a and Table 2360.3B2b. The Department Owner will obtain samples, as determined by the Engineer,to verify percent design air voids and gradation. These results will be used for material acceptance. Air I voids will be subject to the requirements of Section 2360.4L1b for isolated air voids and a gradation falling outside the requirements of Table 2360.2-E will be subject to payment as indicated in Table 2360.4-L2b. Page 35 of 48 1 2360/2350 Combined Specification December 16, 2005 2360.6 PAVEMENT DENSITY A General All pavements will be compacted in accordance with the Maximum Density Method,unless otherwise specified in the Contract special provisions or as noted in Section 2360.6C. B Maximum Density Method All courses or layers of plant mixed asphalt mixtures for which the Maximum Density Method is used shall be compacted to a density not less than the percentage shown in the Table of Required Density, Table 2360.6-B2,for the applicable mixture and course. B1 Maximum Density Determination The Density requirements listed in Table 2360.6B2 are percent of maximum specific gravity (Galin)based on the individual lot. The Maximum specific gravity value used to calculate the percentage density for the lot shall be the average value obtained from the maximum gravity results from production tests taken during that days paving. If only 1 or 2 maximum specific gravity values were obtained that day,then the moving average value (at that test point) shall be used. If 3 or more maximum specific gravity values are obtained that day, then the average of those tests alone shall be used as indicated above. Bla Pave ment Density Determination The density of each lot shall be expressed as a percentage of the maximum specific gravity (percent G,,,,,,) obtained by dividing the average bulk specific gravity for the lot by the maximum specific gravity multiplied by 100, (maximum specific gravity basis is the average Q,,,,, of QC tests done on the day that the individual lot was paved as described above). Determination of the bulk specific gravity of the cores shall be in accordance with AASHTO T 166, MnDOT modified. For coarse gaded mixtures, the Engineer may require determination of bulk specific gravity of the cores be in accordance with ASTM D1188, MnDOT modified. ASTM D6752 MnDOT modified (Corelok) is also allowed for determination of bulk specific gravity of coarse graded mixtures. Selection of the test method to determine coarse graded mixture bulk specific gravity shall be agreed upon at the time of mix design submittal. Both the Contractor and MAWT Owner shall use the same test method to determine bulk specific gravity. The determination of coarse and fine graded mixtures will be based on the percentage of material passing the 2.365 mm sieve[#81 as defined in Table 2360.3-B2c. Compaction operations shall be completed within 8 hours of mixture placement and before core samples are obtained for density determination. Only pneumatic tired or static steel rollers are permitted for any compactive effort performed between 6 and 8 hours after mixture placement. Compacted mixtures represented by samples or tests having deficient densities shall not be re- rolled. The Contractor shall not operate below the specified minimum density on a continuing basis. A continual basis shall be defined as all lots in a day's production failing to meet minimum density or more than 50 percent of lots on multiple days which fail to meet minimum density requirements. Production shall be stopped until the source of the problem is determined and corrective action is taken to bring the work into compliance with specified minimum required density. .B2 Required Density Minimum density requirements for both gyratory(SP) and Marshall designed mixtures are listed in Table 2360.6-B2. Page36of48 1 . I 2360/2350 Combined Specification December 16,2005 I in the Drawings or Special Provisions, shoulders wider than 1.8 meters Unless otherwise indicated g [6 feet]paved shall be compacted by the Maximum Density Method. When shoulders are required to be compacted i by the Maximum Density Method and are paved in a separate operation or have a different required minimum density than the driving lane, the lot tonnage placed on the shoulder shall be delineated in separate lots from the driving lanes for the day paving was conducted. I Unless otherwise indicated in the Drawings or Special Provisions a narrow shoulder, 1.8 meter[6 feet] or less wide,that is paved in the same pass as a driving lane or that is paved separately will be compacted by the Ordinary Compaction Method. Mixture compacted under Ordinary Compaction is excluded from lot density requirements and that tonnage is also excluded from incentive/disincentive payment. If the Drawings or Special Provisions indicate a narrow shoulder is to be compacted by the Maximum Density Method,the minimum required density is listed in Table 2360.6-B2. If the minimum required density of the shoulder is different than the driving lane,the tonnage placed on the shoulder shall be delineated in separate lots from the driving lane. Echelon paving (2 pavers running next to each other in adjacent lanes) shall be considered Iseparate operations. Table 2360.6-B2 i Required Minimum Density SP Wear and All MV (1X2) SP Shoulders(1)(2) and LV Mixtures (1)(2) SP Nonwear Designed at 3 Designed at 4 percent voids percent voids Percent Gmm 92.0 93.0 93.0 92.0 1) Minimum reduced by 1 percent on the first lift constructed over PCC pavements. 2) Minimum reduced by 1 percent for the first lift constructed on aggregate base (mainline and shoulder),reclaimed or cold inplace recycled base courses and first lift of an overlay on a roadway with a 6.35 metric ton[7 ton]or less spring load restriction(roadway includes shoulders). tB2a Lots&Core Locations Table 2360.6-B2a Lot Determination Daily Production Metric(ton) [English(Ton)] Lots 270*—545 [300*-600] 1 546—910 [601-1,000] 2 911— 1,455 [1,001-1,600] 3 1,456—3,275 [1,601—3,600] 4 3,276—4,545 [3,601—5,000] 5 4,546+ [5,001+] 6 *When mix production is less than 270 metric tons[300 tons],establish l$`lot when accumulative tonnage exceeds 270 metric tons[300 tons]. I • II IPage 37 of 48 I I 2360/2350 Combined Specification December 16, 2005 Divide the day's production into equal lots as shown in Table 2360.6-B2a. The Engineer may require additional density lots be established to isolate areas affected by equipment malfunction/breakdown,heavy rain, or other factors that may affect the normal comp action operations. Obtain 3 cores in each lot. Two cores will be taken from random locations selected by the Engineer. The third core, a companion core, shall be taken within 0.3 meters [1 foot] longitudinally from either of the first 2 cores. The companion cores shall be given to the Owners Street Inspector immediately upon completion of coring and sawing. The random locations will be determined by the Engineer using statistically derived stratified random number tables or other approved methods of random number generation. These will also be used for partial lots. Both transverse and longitudinal joints are subject to maximum density requirements. If the random core location falls on an unsupported joint at the time of compaction(the edge of the mat being placed does not butt up against another mat,pavement surface, etc.), cut the core with the outer edge of the core barrel 0.3 meters [1 foot] away(laterally)from the edge of the top of the mat (joint). If the random core location falls on a confined joint (edge of the mat being placed butts up against another mat,pavement surface, curb and gutter, or fixed face), cut with the outer edge of the core barrel 150 mm f 12.5 mm [i inches f 0.5 inch] from the edge of the top of the mat (ex. center of 100 mm [4 inch] core barrel 200 mm± 12.5 mm [8 ± 0.5 inch] from the edge of the top of the mat). Cores will not be taken within 300 mm [1 foot]of any unsupported edge The Contractor shall be responsible for maintenance of traffic,coring,patching the core holes,and sawing the cores if necessary to the proper thickness prior to density testing. B3 Core Testing Cores will be taken and tested by the Contractor. Core locations will be determined and marked by the Engineer. The Contractor shall schedule the approximate time of testing during normal Project work hours so that the Engineer may observe and record the saturated surface dry and immersed weight of the cores. Density determination will be made by the end of the next working day after placement and compaction. If multiple layers are placed in a single day, cores shall be sawn and separated for each layer, tested and reported by the end of the next working day. The Contractor will cut pavement samples from the comp leted work with power equipment and restore the surface by the end of the next working day with new, well compacted mixture without additional compensation. Failure to restore the surface within 24 hours of coring shall subject the Contractor to a fine of$100 per working day,per lot, until the core holes are restored. Cores shall be cut using a 100 mm[4 inch]minimum outer diameter coring device. All samples shall be marked with the lot number and core number or letter. The cores shall be transported to the laboratory as soon as possible to prevent damage due to improper handling or exposure to heat. These companion cores may be tested by the Inspector on Department scales or transported to the ._; _. _ - - -- •- ' -- Engineer's Laboratory. Measure each core 3 times for thickness prior to saw cutting, report the average lift thickness on the core sheet. These average thickness will contribute to thickness compliance as described in Section 2360.7A If the Deffiginiftfit Owner companion core test result for bulk specific gravity the allowable tolerance of 0.030,substitute p g ty (r'c core result • and then average the �Owner companion result for Contractor's core result g Owner result with the non-companion result for the lot density acceptance. If, through analysis of data, it is determined there is a bias in the test results,the Engineer will determine which results are appropriate and shall govern. If the Gni, tolerance fails in more than 2 lots in a day of either consistently high the companion cores then an investigation to determine the source of errors shall low be conducted. Companion cores samples shall be increased to 2 per lot and tested until investigation is complete and tolerances are met. The Engineer may allow recoring of a sample only when the core has been damaged through no fault of the Contractor,either during the coring process or in transit to the laboratory. Page 38 of 48 I 2360/2350 Combined Specification December basis. 16,2005 Acceptance and Payment Schedule B4 Maximum Density compacted mixture shall accepted by pavement cores on a lot The density of comp hll be acce p y The Contractor's cores will be used for acceptance if the determined bulk specific gravity Gil, from AASHTO T166, MnDOT modified or ASTMuD1188 is within +0 determined from Tablstate 0 wrier or 2360 6 B4CA value. Payment for lot densities of compacted mix i Incentive and disincentive payments are for both wearing and non-wearing courses. requirement has been reduced by 1 percent,per Table 2360.6-B2,footnote 1 and When the density q payments are adjustments for lot densities will be made as specified in Table 2360.6-B4A. Incentive payments e 2, payment has been reduced. However,at the Contractors request and with app excluded when the minimum density be waived and density evaluated under Table 2360.6-B4, the Engineer, the reduced density requirement may including incentives,for first lift constructed on aggregate base,reclaimed scold inplace a recycled base co s density spring restriction shall(reduced made after shall lift be an overlay the a roadway with a t 6.35 metric pavements). The request and approval rohall evaluation after shall not be waived for the first lift constructed on PCC p the first days paving and before the third days paving begins. Once the request has been app compliance wof ty Table densi will be in accordance with Table 2360.6-B2 (e The Contra for will als be re2360. Be for and will remain in effect for the duration of mixture placement on that lift. any construction requirements on subsequent lifts. Table 2360.6-B4 Payment Schedule for Maximum Density Percent Percent of Max Specific Gravity Percent of Max Specific Gravity Sp Non-Wear payment SP Wear Sp Shoulders(3 percent Void) All MV&LV,SP Shld(4 percent Void) 104 94.6 and above 102 93.6 and above 94.1-94.5 93.1-93.5 100 93.0-94.0 98 92.0-93.0 92.0-92.9 91.0-91.9 95 91.5-91.9 91 90.5-90.9 91.0-91.4 90.0-90.4 90.5-90.9 NMI 89.5-89.9 70 90.0-90.4 70 89.0-89.4 Less than 90.0 Less than 89.0 Table 2360.6-B4A(1) 1 Percent Reduced Table percent Specific Gravity Percent of Max Specific Gravity Percent of Max Sp SP Non-Wear Payment SP Wear Sp Shoulders(3 percent Void) All MV&LV,SP Shld(4 percent Void) 100 92.0 and above 98 91.0 and above 91.0-91.9 90.0-90.9 95 90.5-90.9 91 89.7-89.9 90.0-90.4 89.4-89.6 89.5-89.9 89.2-89.3 70 89.0-89.4 89.0-89.1 Less than 89.0 Less than 89.0 1 percent for the first lift constructed on aggregate base (mainline and NEM (1) Minimum reduced by p shoulder),reclaimed or cold inplace recycled oad T courses (roadway includes shoulders).roadway with a 6.35 metric ton[7 ton]or less p g pavements s density Minimum reduced by 1 percent on the first lift constructed on PCC cannot be waived). (2) In calculating the percent of maximum specific gravity,report to the nearest tenth. �' Page 39 of 48 I 2360/2350 Combined Specification December 16,2005 (3) The payment in this portion of the Specification shall apply only if the day's weighted average individual production air voids are within-0.5 percent of the target air void value. The weighted average air voids shall be based on all the mixture production tests(2360.4e)for the corresponding I day and shall be weighted by the tons the corresponding test represents. (4) The HMA material represented by the lot shall be paid at a 70 percent pay factor,unless a single core density is less than 87.0 percent of the maximum specific gravity (Gmm). If a single core density is less than 87.0 percent of Gmm, the material shall be removed and replaced by the Contractor at their expense with mixture that meets the density requirements; or the Engineer may permit the unacceptable material to remain inplace with a 50 percent pay factor. The limits of the area to be removed will be determined by additional core samples. These additional core samples shall be taken at the same offset from centerline as the original core; unless, the original low density core was taken within 0.45 m [1.5 feet] of an edge of the paver pass. In that case, the additional cores shall be taken 0.45 m [1.5 feet] from the edge of the paver pass. The densities shall be determined at 15 m [50 foot] intervals, both ahead and back of the point of unacceptable core density(less than 87.0 percent of Gmm),until a point of acceptable core density(87.0 percent of Gmm or greater) is found. If the incremental core density testing extends into a previously accepted lot,removal of the unacceptable material will be required;however, the results of these tests shall not be used to recalculate the previously accepted lot density. All costs incurred from additional coring and testing, resulting from unacceptable core density, will be paid by the Contractor. The unacceptable pavement area is to be computed as the product of the longitudinal limits so determined by the 15 m [50 foot]cores and the full width of the paver pass, laying in the traffic lane or lanes. Shoulders shall be exempt from this calculation unless density occurred in the shoulder area. ty failure After the unacceptable material (core density less than 87.0 percent of Gmm) has been remo and replaced,the density of the replacement material will be determined by the average cores. e g of 2 cor Payment for the replacement material will be in accordance with Tables 2360.6-B4 2360.6-B4A, whichever applies. There will be no remainder of the original lot shall have a 70 percent pay factor.payment for the material removed. The or C Ordinary Compaction Method Ordinary compaction shall be used for layers identified in the planned thickness of less than 40 mm [1-1/2 inches], thin lift leveling, wed in la layers, areas which cannot be compacted with standard highway construction a typical sections with a minimum g g Y ,patching se indicated aced in the, 1 Drawings or Special Provisions,recreational trails shall also be compacted by ordinary compaction. The ordinary compaction method shall not be used on mainline, ramp, or loop equipment. Unless otherwise indicated in the Drawings or special provisions. When density is evaluated by the ordinary compaction method,a control strip be used to establish a rolling pattern. This shall be used by the Contractor for gth unless �herwise designated in the for the layer on which the control strip is constructed or until a new control strip is constructed. The p shag requirement may be waived by the Engineer in small localized areas or the compaction of the asphalt mixture establishment. control strip I other areas not conducive to its A control strip shall be constructed at the beginning of the work on each lift of each course. Each control strip shall have an area of at least 330 m2[395 square yards]and shall be of the same thickness as the lift it represents. The subgrade or pavement course upon which a control strip is to be constructed shall have the prior approval of the Engineer. The control strips shall remain in place and become part of the completed work. The materials used in the construction of the control strips shall conform to the specified requirements for the course. The materials used in the control strip shall be from the same source and of the same type as the materials used in the remainder of the course that the control strip represents. 1 ecified •1 Page 40 of 48 I 2360/2350 Combined Specification December 16,2005 approved by the Engineer and resented by the control strip. d The equipment used in the construction of the control pavement course represented be app neumatic-tired shall be the same type and mass used on the remainder of the p the Engineer. The final rolling rollers shall be required. A rolling pattern shall be established for each roller. A P A of 2 roll type rolling minimum compaction operations within 24 hours after request by roller shall fo available for comp trench rollers or mechanical tampers. a tandem steel-wheeled roller. Areas that are inaccessible to the conventional tyP shall be performed with by using equipment shall be compacted to the required density Y the Engineer. Compaction shall equip Construction of the control strips will be as directed by after the mixture has been spread to the desired r hic Densities shall continue determined by ossibi aft additional roller's d to commence as soon asp can be obtained by roved alternate and a growth curve shall be develop appreciable increase in density device or suitable app growth curve to the means in of a portable nuclear testing ttern. The Contractor shall furnish documentation of the determine the optimum rolling p Engineer. 2 test points shall be appreciable increase in density can be obtained, a portable To determine when no app at each point shall be measured by P shows ass. Rolling shall shall be suspended when testing gravity or when additional roller passes fail to established in the control stttproved alternate after each roller P density basis and the nuclear device or suitable approved of the maximum specific gr tY either a decline of more than 2 P increase the density. lashed, rolling on the remainder of that course hallt eee interval o in After said testing is in the test for that roller. A separate rolling pattern accordance with the pattern developed in the test strip shall be established for each roller. the Engineer when: A new control strip shall be ordered by A change in the JMF is made,or a in the material from the same (a) A change in the source of material is made or a Chang (b) source is observed. may be ordered by the Engineer or requested by the Contractor when: A new control strip Y accepted without construction of a new control or There days are other reasons s have been a that density is not rep (a) (b) There are other elieve that a control strip HMA mixture being placed. fishing of operated by the Contractor. The furnishing and placement f the HMo The nuclear testing device shall be furnished and op to procedures operator will be considered incidental device to shall furnishing be calibrated placement P mixture testing device and be oP ensated for separately. mixture and shall not be compensated described in the MnDOT Bituminous Manual. compacted until there is no further evidence of consolidation aav d comp no further r evidence mixture placed Each course shall be this method and the quantity mixture the placed mixture the paver er per hour, at least 2 rollers are required for compacting all roller marks are eliminated.tons] p this method is employed by exceeds 100 metric tons � each paver. Cl Rollers compaction is obtained by the ordinary The following requirements for rollers apply only when comp compaction method. Page 41 of 48 1 I 2360/2350 Combined Specification C2 Steel-Wheeled Rollers December 16,2005 Steel-wheeled rollers shall be self-propelled and has a [8 tons], or as otherwise specified in the Contrecs. [8 tors],or s o per foot]specified width. The Contract should be to at least minimum they mass of uc metric tons When vibratory rollers are used, they shall produce 45 kN per roller shall 5 capable of reversing without backlash and shall be equipped on both sets of wheels. ast 2400 vpm and amplitude setting low. The 9 Aped with spray attachments for moistening all C3 Pneumatic-Tired Rollers The pneumatic-tired roller shall have a compacting constructed that the gross pneumatic load ti foole shall shall l a minim constructed and that Levels mixtures and 22 13 width 00 1.5 m d5 ]feet] wor heel eel for It Shan be so um of 13 kN[3,000 pounds mixtures as directed Le the Engineer.mixtures s a tire arrangement shun s such wheel full for ]per wheel for Ln and be ��000 pounds] wheel for SP Level 46 mixtures and can be varied ull width with each ease n the roller. compaction will be obtained over the The roller may be self propelled or provided with suitable tractive equipment, counted in the Contract. If more than 1 roller is propelled by a single tractive unit,spurted i a he C Contract. unit. 4 pmeco, unless otherwise will b mt, then that combination will be C4 Trench Rollers Trench shall and have a [2,960 pounds per fo ]of rollers width. mass of not less than 4400 kg per meter CS Mixture Temperature be self propelled d Controls If compaction is obtained in all courses arced by the ordinary (as measured behind the compaction method,the minimum the temperature requirements the Table 2360.6-05.s reading machine) um shall be laydown temperature 1 allowed tempera Ordinary re ) to the the Et mixture s writing,in pavi g is ary Compaction Method when th air temperature by below 0g C. (3 in° .] C. [32 �;] no paving is Table 2360.6-05 Air Mixture Tem a erature Control Tern erature Compacted Mat Thickness,mm(A) +0-5[32-40] 25 mm 1 inch 40 mm 1-1/2 inch 50 mm 2 inch >75 mm 3 inch +610 41-50 129 [265] anaman +11-IS 51-60 130 270 127 260 121 [250]127 ' 260+ 16-21 [61-70] 121 ` 250 121 250 118 245 +22-27 1-80 [ ] 115 240 imunium +28-32 81-90 118 245 115 40 115 [240] +33[91+] 1.10[230] 110 230 110 230 (A) Based on approved or specified compacOted lift thickness, 110 [230] 110 230 (B) A minimum of 1 107 [225] directed minimum the Engineer. Engineer shall specify used modify intermediate rolling, unless ncefr m the Department Bituminous Engineer)a minimum or to um laydown temperature. (with concurrence from i I IPage 42 of 48 1 I 2360/2350 Combined Specification $ December 16, 2005 2360.7 THICKNESS AND SURFACE SMOOTHNESS REQUIREMENTS IA Thickness I After compaction the thickness of each lift shall be within a tolerance of 6 mm [1/4 inch] of the thickness shown in the Drawings, except that, if automatic grade controls are used,this thickness requirement will not apply to the first lift placed. This thickness requirement will not apply to a leveling lift whether or not automatic grade controls are required. The Engineer may require removal and replacement,at the Contractor's expense,of any part of any lift that is constructed to less than the minimum required thickness. I Cores taken for density determination shall be measured for thickness also. Each core shall be measured 3 times for thickness prior to sawing. Report the average of these 3 measurements. Each lot's average core thickness shall be documented and submitted to the Engineer. If the average of the 2 Contractor cores exceed the specified tolerance, an additional 2 cores may be taken in the lot in question. The average of all core thickness measurements per day per lift will be used to determine daily compliance with thickness Specifications. i On that portion of any lift constructed to more than the maximum permissible thickness, the materials used in the excess mixture above that required to construct that portion of the lift to the Drawing thickness plus 6 mm [1/4 inch] may be excluded from the pay quantities and at the discretion of the Engineer and at the I Contractor's expense may be required to be removed and replaced. B Surface Requirements 0 After compaction,the finished surface of each lift shall be reasonably free of segregated,open and torn sections,and shall be smooth and true to the grade and cross section shown on the Drawings with the following tolerances: I (1) Where a leveling lift is specified, it shall be constructed to within a tolerance of 15 mm [1/2 inch] of the elevations and grades established by the Engineer. This requirement shall also apply to the first lift placed other than leveling when automatic controls are used. (2) The surface of the final 2 lifts placed shall show no variation greater than 6 mm [1/4 inch] from the edge of a 3 m [10 foot] straightedge laid parallel to or at right angles to the centerline. Shoulder surfacing and surfacing on temporary connections and bypasses shall show no variations greater than 6mm [1/4 inch] from the edge of a 3 m [10 foot] straightedge laid parallel to the centerline. (3) After final compaction,all final lift asphalt wearing surfaces adjacent to concrete pavements shall be slightly higher(but not to exceed 6 mm[1/4 inch]than the concrete surface. After fmal compaction, all asphalt surfaces adjacent to gutters, manholes, pavement headers, or 1 other fixed structures shall be slightly higher(but not to exceed 6 mm [1/4 inch]than the surface of the structure. (4) Transverse joints(construction joints), at the beginning and end of a Project,at paving exceptions, ill or caused by suspension of daily paving operations, shall show no variation greater than 6 mm [1/4 inch] from the edge of a 3 m 10 foot] straightedge centered longitudinally across the transverse joint. The Engineer may require correction by diamond grinding when material is placed outside the above described limitations. I (5) The transverse slope of the surface of each lift, exclusive of the shoulder wearing lift, shall not vary from the slope shown in the Drawings by more than 0.4 percent. (6) The distance between the edge of each lift and the established centerline shall be no less than the Drawing distance, nor more than 75 mm [i inches] greater than the Drawing distance. In I addition, the edge alignment of the wearing lift on tangent sections and on curve sections of 3 degrees or less shall not deviate from the established alignment by more than 25 mm [1 inch] in any 7.5 m[25 foot]section. (7) The finished surface of each lift shall be reasonably free of segregated and open and torn sections. i 1 Page 43 of 48 I I 2360/2350 Combined Specification December 16,2005 Any material placed outside the above described limitations shall be removed and replaced after being cut or sawed at no expense to the Depaftfaant Owner or with the approval of the Engineer, allowed to remain inplace at a reduced cost calculated at$12 per square meter[$10 per square yard]. C Pavement Smoothness Cl General Pavement smoothness will be evaluated on the final mainline pavement surface using an Inertial Profiler (IP) and the International Roughness Index (IRI). Unless otherwise authorized by the Engineer, all smoothness testing shall be performed in the presence of the Engineer. The Engineer and the Contractor shall mutually agree upon scheduling of smoothness testing so that resting can be observed. Any testing performed without the Engineer's presence,unless otherwise authorized,may be ordered retested at the Contractor's expense. The following Table 2360.7-A(IRI) shows pavement surfaces that are excluded from smoothness testing but subject to Section 2360.7B surface requirements. Table 2360.7—A(1111) Testing Exclusions 50 feet either side of obstructions,such as manholes,water supply castings,etc.* Ramps,Loops,Climbing Lanes Side Streets,Side Connections Turn Lanes,Storage Lanes,Crossovers,Bypass Lanes Shoulders 0 Intersections constructed under traffic—Begin and end the exclusion 30.5 m[100 feet] from the intersection radius Sections less than 15.24 m[50 feet]in length Acceleration,Deceleration Lanes Projects less than 300 m[1000 feet]in length Mainline paving where the normally posted regulatory speed is less than or equal to 70 km/hr[45 miles per hour] I Begin the exclusion at the sign Single lift overlays over concrete. *Mainline shall be included in profiling if obstructions are located in auxiliary or parking lanes. Cl A Smoothness Requirements Pavement smoothness requirements will be evaluated by the International Roughness Index(IRI) I Equation A, Equation B, or Equation C. The pavement smoothness Equation will be identified in the Special Provisions of the Proposal. Location of bumps and/or dips and magnitude will be based on California Test Method 526. C2 Measurement Smoothness will be measured with an'TP, which produces both an IRI value and a profilogram • (profile trace of the surface tested). The IP shall conform to the Class 1 requirements of ASTM E950-94 and must be certified according to the most recent procedure on file in the Bituminous Office. For pavement evaluation, 1 pass will be made in each lane, 2.74 m [9 feet]from centerline. The IP shall run in the direction the traffic will be moving. Each lane will be tested and evaluated separately. The Engineer will determine the length in kilometers [miles] for each mahline traffic lane. The IP shall be operated at the optimum speed as defined by the manufacturer. I I Page 44 of 48 I I 8 2360/2350 Combined Specification December 16,2005 C3 Smoothness Testing The Contractor will furnish a properly calibrated, documented, and MnDOT certified IP. The IP shall be equipped with automatic data reduction capabilities. Computer programs used to calculate the IRI statistic from a longitudinal roadway profile shall follow the procedure developed by the World Bank for a quarter-car simulation as described in NCHRP Report 228. MnDOT certification documentation shall be provided to the Engineer on the first day the IP is I used on the Project. IP settings are on file in the Bituminous Office. The Contractor shall furnish a competent operator,trained in the operation of the IP and evaluation of both California Test Methods 526 and the International Roughness Index. The Contractor shall remove all objects and foreign material on the pavement surface prior to surface evaluation by power brooming. The pavement surface will be divided into sections which represent continuous placement. A 1 section will terminate 15.24 m [50 feet] before a bridge approach panel, bridge surface, manhole, or similar interruption. In the final pavement evaluation,a day's work joint will be included in the trace with no special . consideration. A section will be separated into segments of 0.1 km [0.1 mile]. A segment will be in 1 traffic lane only. An IRI value shall be computed p ed for each segment of 15.24 m [50 feet] or more. The IRI value will include the 15.24 m[50 feet]at the ends of the section only when the Contractor is responsible for the adjoining Isurface. End of run areas not included in the IRI value and any sections of pavement less than 15.24 m [50 feet] in length shall be checked longitudinally with a 3.028 m [10 foot]straight edge and the surface shall not deviate from a straight line by more than 6 mm in 3.028 m p/4 inch in 10 feet]. Transverse joints shall be evaluated by centering the straightedge longitudinally across the transverse joint. The Contractor shall submit the graphical trace, a summary of the bump(s)/dip(s) locations, the magnitude of the bump(s)/dip(s)and each segment IRI value on the same day as the profiling was conducted. The Contractor shall submit a final spreadsheet summary of the smoothness data to the Engineer within 5 calendar day's after all mainline pavement placement. The summary shall be signed by the Contractor. The spreadsheet summary shall be in tabular form,with each 0.1 km[0.1 mile]segment occupying a row. Each row shall include the beginning and ending station for the segment,the length of the segment,the fmal IRI value for the segment, the IRI based incentive/disincentive in dollars for the segment, and the deductions for bump(s)/dip(s)in I dollars for the segment. Each continuous run will occupy a separate table and each table will have a header that includes the following: the project number,the roadway number or designation,a lane designation,the mix type of the final lift, the PG binder of the final lift, the date of the final smoothness runs, and the beginning and ending 1 station of the continuous run. The following information shall be included at the bottom of each summary: a subtotal for the IRI based incentive/disincentive, a subtotal for the bump deductions, and a total for incentive/disincentive for both IRI values and bumps. Software to summarize the data is available from the MnDOT Bituminous Office at www.mrr.dot.state.mn.us/pavement/bituminous/bituminous.asp. iThe Contractor will be responsible for all traffic control associated with the smoothness testing and any corrective action(when applicable)that is required of the final pavement surface. C3A Retesting I The Engineer may require any portion or the total project to be retested if the results are questioned. This includes both IRI values and bump/dip locations. The Engineer will decide whether MnDOT,and II independent testing firm(ITF),or the Contractor will retest the roadway surface. I Page 45 of 48 1 I 2360/2350 Combined Specification December 16, 2005 If the retested IRI values differ by more than 10 percent from the original IRI values,the retested values will be used as the basis for acceptance and any incentive/disincentive payments. In addition, bump/dip locations as shown by the retest will replace the original results. If the Engineer directs the Contractor or an independent testing firm to perform retesting and the original results are found to be accurate,the Department Owner will pay the Contractor or the independent testing firm $62.14 per lane km [$100 per lane mile] that is retested,with a minimum charge of$500.00. The Contractor will be responsible for any costs associated with retesting if the original values differ by more than 10 percent from the retested values. J C4 IRI Values The IP shall be equipped with automatic data reduction capabilities for determining the IRI values. An IRI value shall be calculated for each segment of the final pavement surface. The IRI values shall be determined by the following NCHRP Report 228. The IRI values shall be reported in units of m per km [inches per mile]. Both m per km and inches per mile shall be reported with 2 digits right of the decimal. Follow MnDOT rounding procedures per the Bituminous Manual Section 5-693.730. (� When there is a segment equal to or less than 76.2 m [250 feet] in length at the end of a lane of paving,the IRI value for that segment shall be mathematically weighted and added to and included in the evaluation of the adjacent segment. Segments greater than 76.2 m[250 feet]in length will be evaluated individually. C4a Bumps and Dips-IRI Equation A and IRI Equation B Bump/dip location will be determined in accordance with California Method 526. Bumps and dips equal to or exceeding 10.2 mm in a 7.62 m[0.4 inch in a 25 foot] span shall be identified separately. When the _ profile trace shows a successive, uninterrupted bump, dip; or dip, bump combination (up to a maximum of 3 alternating trace deviations that relate to 1 bump or dip on the roadway),identify and evaluate these occurrences as 1 �. event. The Contractor shall correct,by diamond grinding,all areas represented by bumps or dips of 10.2 mm [0.4 inch] or more as measured by California Test Method 526. However, the Engineer may allow bumps or dips of 10.2 mm to 15.2 mm [0.4 inch to 0.6 inch]in a 7.62 m [25 foot]span to be left uncorrected, and in such case,the Contractor will be assessed a price deduct as specified in section C6("Payment")of this special provision. Corrected dips or bumps will be considered satisfactory when the profilogram shows the deviations are less than 10.2 mm in a 7.62 m[0.4 inch in a 25 foot] span. C4a Bumps and Dips-IRI Equation C I Bump/dip location will be determined in accordance with California Method 526. Bumps and dips equal to or exceeding 12.7 mm in a 7.62 m[0.5 inch in a 25 foot] span shall be identified separately. When the profile trace shows a successive, uninterrupted bump, dip; or dip, bump combination (up to a maximum of 3 alternating trace deviations that relate to 1 bump or dip on the roadway),identify and evaluate these occurrences as 1 event. S-1.1. The Contractor shall correct,by diamond grinding,all areas represented by bumps or dips of 12.7 mm [0.5 inch] or more as measured by California Test Method 526. However, the Engineer may allow bumps or dips of 12.7 mm to 17.8 mm [0.5 inch to 0.7 inch] in a 7.62 m [25 foot]span to be left uncorrected, and in such case,the Contractor will be assessed a price deduct as specified in section C6("Payment")of this special provision. Corrected dips or bumps will be considered satisfactory when the profilogram shows the deviations are less than 12.7 mm in a 7.62 m[0.5 inch in a 25 foot]span. I Page 46 of 48 1 2360/2350 Combined Specification December 16,2005 Surface Correction Other C5 grinding.approved by the Engineer, corrective work shall be byidiam diamond riding. ther Unless otherwise the milling and inlaying.in the area, or replacing the area by g corrective work. Any approve of the include; overlaying prior to the Contractor starting over the entire work. Any or overlay shall meet the Specification for ride quality h[0.4 inch]where approve of the Contractor's method of correcting segment(s)p s or dips in excess of 10.2 mm [ of corrective t correction,actions by miing and inlay inch]excess of 10.2 mm 4 is in by Equation evaluation on is b Equation the first and last or m [50 feet]. Bumps and inlay, shall be E uation A or B or bumps or dips in excess of 12.7 mm [0.5 overlay or milling C thatti are is by q prior overlay commencement df inlay,, shall b corrective the Engineer p io and end with e C that are located at tranna nSe Th Contra orshall notify actions utilizing re ion. t diamond g g overla inlay or replacement,the surface correction shall beg In tde event rior to placing permanent pavement markings. `kill n action. If the surface is corrected by overlay, surface correction activities, they transverse saw cut. pavement marking are damaged ore destroyed during that permanent p replaced at no cost to the Agency. required that pavement smoothness evaluation by Equation A is specified the Eneer may re ui per km When p Owner correct segments with an IRI greater h lieu of requiring the inches/mil ] no the g ne the assess $560 per 0.1 k [$900 per 0.1 mile] penalty [65 inches/mile] a'the Engineer may corrective work. the Engineer may required that Equation B is specified required hat When panne to smoothness evaluation by q penalty in lit.1.18 requiring per m Contractor,at no expense to the�Owners correct segments rtOh1 mile]greater than 1.18 m p the inches/mile], assess a $420 per 0.1 km [$ [75 inches/mile] or the Engineer may corrective work. require that Equation C is specified the Engineer may req When pavement smoothness evaluation by yrECt segments with an IRI greater than 1.34 m per km expense to the per 0.1 correct segments gme per with mile]penalty than lieu of leper km the Contractor,] or the Engineer may assess a $280 p [85 inches/mile] or the Eng corrective work. dip, and smoothness correction work shall be for the entire traffic lane width. Pavement Bump, p corrective areas. cross slop shall be maintained through bull of the e El be de. After and submitted corrective to the All corrective work shall be subject to the approval of the Engineer. After all required corrective A IRE value and bump/dip work is completed a final segment(s) Engineer. Corrective work and re-evaluation shall be at the Contractor's expense. days of completion of grinding. grinding will be re-profiled within 2 working y days completion n of grinding.Segments and segments Sri grinding shall be completed within 15 working Y Individual bumps/dips and segments requiring g C6 Payment corrective work is incidental The cost of traffic control for certified smoothness testing and/or any to the cost of the Wear Course Mixture. payment or be assessed a penalty based on the number of The value. The may receive an incentive paym percent of the total mix price for amber of 5 percent of the total mix price for pavement smoothness evaluate segments m smoothness andval ate value. The Equa ride tion onA, 5 p incentive shall not exceed osmoothness price or pavement nt smoothness othness v Total smoothness evaluated under IRI Eq price for pavement be based on the under shall Equation B, d or 5 percent of the placed mix p adjustments for incentives will only mix Shall be defined as all mixture placed on the Project. J Any segment that contains corrective action for segment IRI value before any corrective work has been performed. MI value or bumps is not eligible for incentive pay. percent of all payment for ride if more than 25 P The Contractor will not receive a net incentive �Ym density lots for the Project fail to meet minimum density requirements. Page 47 of 48 I I 2360/2350 Combined Specification 41: For pavement smoothness evaluated under Equation A uncorrected December 16,2005 equal to 10.2 mm[0.4 inch]in a 7.62 m[25 foot]span will be assessed a p ice dedu ion of$o0 p per eveat. than or For pavement smoothness evaluated under Equation B $900 per event. equal to 10.2 mm[0.4 inch] in a 7.62 m[25 foot]span will be assessed a price deduction of or dips greater than or For pavement smoothness evaluated under Equation C uncorrected bumps s$675 per event. equal to 12.7 mm[0.5 inch] in a 7.62 m[25 foot]span will be assessed a price deduction of p or dips greater than or Combination of bumps and dips which arise from the same single bump $450 per event. be 1 event, and shall be counted only bumps for the be 1 event, and Q purpose of calculating g p deductions. dip are considered bump-dip- bump to comp cod combinations,a 1 ns, cr dip-bump combinations, that are confined to 0efo t longitudinal segment are p-�p- Bumps or dips resulting from a construction joint will be assessed a $900 e the IRI Equation use for evaluation or pavement smoothness. p natty, regardless of based on the following equation and tcriteriaents will be based on the IRI determined for each segment and will be C6a IRI Equation A* IRI m/krn linches/milel <0.47 m/km [<30 inches/mile] I249[ 400] incentive /O.lkm 0.47 m/km to 1.03 m/km[30 inches/mile to 65 inches/mile $249[$400] /0.1 mile 1.03 m/lcm [>65 inches/mile] ] $523— *Typically,3 lift minimum construction (IRI x 584)[$850—(IRI x 15)] -$560 [$900] C6b Equation B* IRI E ua Q IRI m/km finches/miles <0.52 m/km[<33 inches/mile) Incentive/Disincentive /O.lkm 0.52 m/krn to 1.18 m/km $168[$270) /0.1 mile 0.52 [33 inches/mile to 75 inches/mile] $373— km [>75 inches/mile] (IRI x 395 *Typically,2 lift minimum construction -$420 [$675] 395) [$600—(I�x 10)J C6b IRI Equation C* IRImm finches/_m_ stet <0.57 m/km[<36 inches/mile] hv`iicentive$/0 lkm rep 0.57 m/km to 1.34 m/km $112[$180] /O. miler 0 5 [ [36 inches/mile to 85 inches/mile] $258—(IRI x 257 ��n 1>85 inches/mile] 257) [5414— *Typically,single lift construction -$280[$450) ��x 6.5)J 2360.8 METHOD OF MEASUREMENT A Asphalt Mixture Asphalt mixture of each material hauled from the mixing plant,with no deductions t o s measured be ng made foreth the materials. Y by mass, based on the total quantity of B Blank gnats. C Asphalt Mixtures Measured by the Square Meter S and for Mixtures Measured by the[Square Yard inch] Yard]per Specified (mm [inch]) thickness on the basis a t mixture ifdimes es placed.and f r The specific lift will be measured separately by area and Sections 2360.7A. constructed thickness shall meet tolerances set forth in Page 48 of 48 I I SECTION 02760 1 BITUMINOUS JOINT CONSTRUCTION PART 1 —GENERAL 1.01 SECTION INCLUDES 1 A. Joint construction for bituminous av p ements by a method of route saw and seal. 1.02 RELATED SECTIONS A. Section 02740—Plant Mixed Asphalt Pavement. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard S e Construction,"2000 Edition(MnDOT Spec.): P clfications for 1. 3723 —Joint and Crack Sealer(Hot-Poured Elastic Type). ) 2. 3725 — Joint and Crack Sealer (Hot-Poured, Extra Low Modulus, Elastic Type). 1.04 SUBMITTALS A. Submit the following items: 1. Product and data sheet for joint sealant material. 2. Manufacturer's recommendations pertaining to heating and application joint sealant. pp n of 1.05 DEFINITIONS A. Saw and d Seal: Saw cutting and sealing transverse joints in new bituminous pavements. 1.06 SEQUENCING AND SCHEDULING A. Saw and seal of joints shall be completed no sooner than 48 wear course placement. hours following the B. This work will be completed on Norwich Avenue North. I 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02760-1 BITUMINOUS JOINT CONSTRUCTION I I PART 2—PRODUCTS 2.01 JOINT SEALANT MATERIALS A. Conform to MnDOT Spec., except as modified herein: 1. Saw and Seal: I a. Conform to MnDOT Spec. 3725 with the following modifications: 1) Flexible at —30° F. (capable of being bent over without cracking). 2) Proven successful in the field in Minnesota during the last 2 years. b. Packaged In Sealed Containers Marked With: Name of li. manufacturer, trade name of sealant, manufacturer's ating batch and number,pouring temperature, and safe h 2. Bond Breaker Tape for Saw and Seal: a. Regular masking kin tap e or a suitable bond breaker tape designed for use with hot pour sealants. b. Width: Eq ual to but not more than 1/8 inch narrower than the width of the saw cut. PART 3 -EXECUTION 1 3.01 GENERAL 1 A. Perform bituminous joint construction operations during daylight hours. compatible to the operations being performed. 1 B. Establish traffic control which is c om p 3.02 PRE PARATION I A. Weather Limitations: 1. The existing bituminous surface must be dry prior to performing the joint construction work. 2. Air temperature in the shade and away from artificial heat sources is at least 40°F. I 000055-05140-0 A 2006 Bonestsoci tes,Rosene, c. 02760-2 BITUMINOUS JOINT CONSTRUCTION Anderlik&Associates,lnc. I I 3.03 SAWCUTTING OF JOINTS IA. Saw and seal joints shall be cut using blades of such size and configuration such that the resulting joint reservoir shape conforms to details on the Drawings: 1. A single saw cut shall be made if the configuration consists of multiple reservoir shape. 1 2. Extend the full width of the pavement. I3. Dry or wet cutting is allowed. B. Joint Reservoir Size: it1. Saw and Seal: 1/2 inch wide, 5/8 inch depth. I C. Saw and seal joints shall have a longitudinal spacing of 50 feet or as directed by Engineer: 1. Joints shall intersect all manhole structures castings. 2. Pavements with concrete curb, the joint shall begin at an contraction joint 1 at the curb line and extend to an contraction joint on the opposite curb line as perpendicular as possible. I3.04 CLEANING JOINTS A. Dry Sawed Joints: I1. Clean thoroughly with a 100 si air blast to remove p o e any dust, dirt, or deleterious matter adhering to the joint walls or in the joint cavity. I2. Blow or brush the dry dust and material off the p avement surface. B. Wet Sawed Joints: 1. Clean thoroughly with a 50 psi water blast immediately after sawing to II remove any slurry dirt or deleterious matter adhering to the joint walls or in the joint cavity. 1 2. Dry with a 100 psi air blast. 3. Re-clean joint with a water blast if the air blast produces dirt or other I residue from the joint cavity. 4. Immediately flush all sawing slurry from the pavement surface. 000055-05140-0 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02760-3 BITUMINOUS JOINT CONSTRUCTION l . 3.05 HEATING JOINTS A. Dry and warm joints with a hot compressed air heat lance immediately prior to 1 placing the sealant: 1. Temperature of Air at Exiting Orifice: At least 2,800°F. I 2. Velocity of Exiting Heated Air: At least 2,800 fps. 3.06 SEALING A. Heat sealant material in a kettle or melter constructed as a double boiler with the I space between the inner and outer shells filled with oil or other heat transfer medium. J B. Heat or insulate applicator wand to maintain the pouring temperature of the sealant during the placement operations. 1 C. Do not use pour pots or similar devices to fill sawed joints. D. Adhere to Manufacturer's Recommendations: i 1. Do not let field application equipment exceed the safe heating temperature recommended by manufacturer. E. Do not heat sealant material at pouring temperature for more than 6 hours. I F. Do not re-heat sealant material. G. Saw and Seal: 1. Place bond breaker tape in the bottom of the saw cut joint after cleaning j and just prior to sealing. 2. After cooling, the level of the sealer will not be greater than 1/8 inch i below the pavement or shoulder surface. 3. Do not over fill joints. I 4. Do not spread sand on sealed joints to allow for opening to traffic. lit 5. Sealant must be tack free prior to opening to traffic. 1, 000055-05140-0 @ 2006 Bonestroo,Rosene, 027604 Anderlik&Associates,Inc. BITUMINOUS JOINT CONSTRUCTION I SECTION 02766 PAVEMENT MARKINGS p�gT —GENERAL 1.01 SECTION INCLUDES guidance of traffic A Furnishing and applying pavement markings for control and 1.02 RELATED SECTIONS A. Section 02740 -Plant Mixed Asphalt Pavement. 1 1.03 REFERENCES Specifications for Minnesota Department of Transportation "Standard p A. 2000 Edition(MnDOT Spec.): Construction;' tion Specification for Conventional Pavement Marking 1, The Application d and High Solids La Materials, 3 Minute Dry Alkyd 2. High Solids Water Based Traffic Paint. 11- 3 Epoxy Resin Pavement Markings. for Lines and Pavement Marking Tape f 4. Improved Patterned Polymer Legends. Selected Symbols and Leg High Durability Preformed Pavement Markings. 5. � 6. Drop-On Glass Beads. 7. 3354 — Preformed Plastic Markings for Permanent Traffic Lane Delineation and Legends. TTALS 1.04 SUBMI A. 1 copy of the chosen paint/epoxy lot or batch formulation. B. Pavement Marking Contractor Qualific ations/Certifications. C. MnDOT Certification approvals. 1.05 SEQUENCING AND SCHEDULING A. As per MnDOT Specifications. 000055-05140-0 02766-1 PAVEMENT MARKINGS ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. PSiT 2—PRODUCTS 2.01 MATERIALS A. Paint: 1. High Solids Water Based: a. Free of toxic heavy metals, including lead, mercury, b. Y, and cadmium. Track Free Time—3 minutes or less. Index Pi C. Yellow Prime Pigment — Colour Pigment Yellow #65 or d. White Color—Flat white. e. Yellow Color—Color#33538 of Federal Standard d 595. 3 Minute Dry Alkyd: a. Free of toxic heavy metals, including lead mercury, and cadmium. b. Track Free Time—3 minutes or less. C. Yellow Prime Pigment—Color Index Pigment Yellow#65 or#75. d. White Color—Flat white. e. Yellow Color—Color#33538 of Federal Standard B. Epoxy Resin: 595. 1. Type II, slow cure material. 2. Solvent free. 3. Free of toxic heavy metals. 4. Colors: a. Yellow Prime Pigment—Color Index Pigment Yellow#65 or#75. b. White Color—Flat white. C. Yellow Color—Color#33538 of Federal Standard 595. 000055-05140-0 ©2006 Bonestroo Rosene, Anderlik&Assocates,Inc, 02766-2 PAVEMENT MARKINGS I B. Street Surface: 1• Engineer may direct cleaning aning of surface as necessary immediately prior to marking application: a. Brushing with non-metallic rotary broom. b. Other cleaning method approved by Engineer. c. Air blast following cleaning. 2. Surface must be 3. Minimum surface temperature is 50°F. 3.04 APPLICATION A. General: 1. Tolerance: a. Width: A tolerance of 1/4 inch under or 1/4 inch over the specified width will be allowed for striping provided the variation is gradual and does not detract from the general appearance. b. Length: Broken line segments may vary up to 2-3/4 inches the specified lengths provided the over and under variations are reasonably compensatory. c. Alignment: Deviations from the control guide shall not exceed 2 inches. d. Establishment of application tolerances shall not relieve the Contractor of his responsibility to comply as closely as practicable with the planned dimensions. 2. Material shall not be applied over longitudinal joints. 3. 4 inch broken line consists of 10 feet of paint and 40 feet space (1 cycle). 4. If same equipment used for different color material an amount of material equal to fifteen (15) 10 foot long stripes shall color wasted prior to beginning application with the new color. I 000055-05140-0 C 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02766-5 PAVEMENT MARKINGS • I I 5. Conditions: ause I a. Markings shall not be applied when n the or conditions carter a film of dust to be deposited on pavement surface cleaning and before the marking material can be applied. b. Except when used as a temporary marking, pavement markings shall only be applied in seasonable weather when air temperature is 50°F. or higher. B. Paint: 1. Minimum thickness 15 mil. 2. In accordance with the appropriate MnDOT Spec. 3 Painted lines on the bituminous base course shall be applied once. I 4. Painted lines on the bituminous wearing course shall be applied twice. C. Glass Beads: 1. Shall be applied immediately after application of paint or epoxy markings. I 2. Rate of application shall be 8 lbs.per gallon. 3.05 C,O. RRECAllTION pavement OF DEFEmar CTg S kin s not conforming to the requirements of the satisfaction Specifications 1 � shall be removed and replaced, or otherwise repaired to the of e Engineer. B. Where yield computations show a deficiency repair material usage age of not more than a 20 percent, Owner may require satisfactory ep 1 reduced Bid Unit Price that is in direct proportion to the percent of the deficiency. C. of 20 Where yield computations show a deficiency in material the g atnfexces on of the percent, Owner will require removal and replacement Engineer,unless other means are approved by the Engin eer. required, at least 90 percent of the deficient line I D. If removal and replacement is req , shall be removed. E. Width of removal shall be 1 inch wider on all sides than the nominal width of the marking to be removed. I 000055-05140-0 02766-6 A PAVEMENT MARKINGS 2006 Bones oo,Rosene, Anderlik&Associates,Inc. I unacceptable work shall be accomplished with suitable blasting or F. Removal of ep p $ grinding equipment, unless other means are authorized by the Engineer. IBituminous street surfacing shall not be damaged by the removal operation. 3.06 MEASUREMENT AND PAYMENT A. Lines: I1. Lines shall be measured by the lineal foot on the basis of length actually applied: Ia. Separate measurement made on the basis of color and nominal width. Ib. Separate measurement will be made for paint markings epoxy markings. IB. Messages: 1. Messages shall be measured on the basis of each applied: a. Separate measurement will be made for each type of message. Ib. Separate measurement will be made for paint messages and epoxy. C. Bid Items for pavement markings of each type are provided. Payment of each Bid I Item shall be compensation in full for all costs incidental thereto, including but not limited to surface preparation, traffic control measures, maintaining the work, I removal of temporary pavement markers, together with any other expenses incurred in completing the work that are not specifically included for payment under the Contract Bid Items. ID. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. I IEND OF SECTION I I 000055-05140-0 ®2006 Bonestroo,Ronne, 02766-7 IAnderlik&Associates,Inc. PAVEMENT MARKINGS- 1 C. Construct the style or type of curb and gutter as shown on the Drawings. D. Construct intersection curb radii and transitions sections to conform to the detail on the Drawings. I E. Construct transition sections at inlet structures to conform to the detail on the Drawings. I F. Construct concrete curb ramp depressions to conform to the detail on the ' Drawings. I G. Construct curb transitions for driveways to conform to the detail on the Drawings. Locations to be verified by Engineer at the time of construction. I H. The completed concrete work shall give the appearance of uniformity in surface contour and texture, and shall be accurately constructed to line and grade. The I required joints, edges, and flow lines shall show neat workmanship. I. Retempering of the concrete which has partially hardened with or without additional materials or water is prohibited. 02 FOUNDA TION PREPARATIONS 3. IA. Support on a compacted aggregate base: 1 1. Conform to typical sections as shown on the Drawings. 2. Conform to Section 02720—Aggregate Base Course. I3.03 FORMS A. Conform to MnDOT Spec. 2531.3B. 3.04 JOINT CONSTRUCTION IA. Conform to MnDOT Spec. 2531.3C, except as modified herein: 1. Maximum spacing of expansion joints for slip formed shall be 200 feet. 3.05 METAL REINFORCEMENT IA. Conform to MnDOT Spec. 2531.3D, except as modified herein: 1. Where required, install two (2) #4 steel reinforcing rods in lower portion of the curb section with a minimum of 2 inches coverage on all sides: Ia. Placement at catch basins conform to the details on the Drawings. 000055-05140-0 C 2006 Bonestroo,Rosene, 02770-3 CONCRETE CURB AND GUTTER Anderlik&Associates,Ina I I b. Placement at service line trenches conform to the detail on the Drawings. 3.06 PLACING AND FINISHING A. Conform to MnDOT Spec. 2531.3E and 2531.3F except as modified herein: 1. The top surface of the curb and gutter shall have a brush finish at right angles to the curb line. 3.07 CONCRETE CURING AND PROTECTION I A. Conform to MnDOT Spec. 2531.3G and 2531.3G2 (Membrane Curing Method), except as modified herein: 1. All surfaces shall be coated with membrane curing compound within 30 minutes after finishing at the specified rate. 2. The membrane-curing compound must be applied in 2 different directions perpendicular to each other. 111 3. A second application of membrane curing compound shall be applied 4 to 8 hours after the first application at the specified rate. 4. Cold weather curing when temperatures fall below 40° during placement or within the following 24 hours shall conform to MnDOT Spec. 2531.3G1 blanket curing method or method approved by the Engineer. 5. The freshly finished surface shall be protected, surfaces pitted by rain will be considered unacceptable. y 6. Removal and replacement of any curb section damaged by traffic, rain, cold weather, or other causes occurring prior to final acceptance shall be the responsibility of the Contractor. 3.08 BACKFILLING A. Conform to MnDOT Spec. 2531.3J, except as modified herein: 1. Initial Backfilling: a. Follow the 72 hour curing period with completion within 6 days of original placement. 1 b. Tolerance within 0.3 feet to the top of curb elevation. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02770-4 CONCRETE CURB AND GUTTER I SECTION 02775 CONCRETE WALKS, MEDIANS, AND DRIVEWAYS PART 1 —GENERAL 1.01 SECTION INCLUDES A. Cast-in-place concrete pedestrian ramps and driveways. 1.02 RELATED SECTIONS A. Section 02315—Excavation and Fill. B. Section 02720—Aggregate Base Course. C. Section 02740—Plant Mixed Asphalt Pavement. D. Section 02770—Concrete Curb and Gutter. 1.03 REFERENCES A. American Society of Testing Materials (ASTM): 1. C260 - Air g Air-Entraining Admixtures for Concrete. IB. Minnesota Department of Transportation "Standard Specifications for Construction,"2000 Edition(MnDOT Spec.): 1. 2211 —Aggregate Base. 2. 2461 —Structural Concrete. 3. 2521 —Walks. 4. 2531 —Concrete Curbing. 1 5. 3702—Preformed Joint Filers. 6. 3754—Membrane Curing Compound. ■ 1.04 SUBMITTALS A. Submit design mix for each concrete mix used. 1 000055-05140-0 CONCRETE WALKS, C Anderlik 2006 Bonestroo,Rosene, 02775 1 &Associ ciatestes, - Inc. MEDIANS,AND DRIVEWAYS I i 1.05 SEQUENCING AND SCHEDULING A. Construction of pedestrian curb ramps shall be completed following the placement of the bituminous walk or pathway. B. Construction of the concrete driveway apron shall begin no sooner than 24 hours after placement of the adjacent concrete curb and gutter with completion within 5 days of curb placement. PART 2—PRODUCTS 2.01 MATERIALS A. Concrete to conform to MnDOT Spec. 2461, except as modified herein: 1. Portland Cement: Conform to MnDOT Spec. 3101: a. Type 3 air-entraining concrete produced by using Type IA Air- Entraining Portland Cement. 2. Air-Entraining Admixtures: conform to MnDOT Spec. 3113: a. Conforming to ASTM C260. I b. Not to be added to the concrete mixtures in the field without approval from Engineer. I 3. Mix Designation and Classification: a. Manual Placement Mix No. 3Y22A. b. Slip Form Placement Mix No. 3Y22A. I B. Preformed Joint Filler: Conform to MnDOT Spec. 3702. C. Curing Compound: Conform to MnDOT Spec. 3754. D. Sub-Grade Base Material: 1. Aggregated Base: Conforming to Section 02720 — Aggregate Base Course. E. Truncated Dome Panels: Approved products: 1. Cold Spring Granite Co. —Granite Panels (2 ' p g ( inch minimum thickness). 2. Hanover Detectable Warning Pavers. I 000055-05140-0 C 2006 Bonestroo,Rosene, 02775-2 CONCRETE WALKS, Anderlik&Associates,Inc. MEDIANS,AND DRIVEWAYS I I5. Joint space between truncated dome panels shall be a minimum of 1/8 of an inch and maximum of 3/8 of an inch in width. I6. All joints shall be cleaned and cleared of all debris prior to sealing. The I concrete adjacent to the truncated dome panel shall be cured for a minimum of 7 days prior to joint sealing. Follow all other manufacturer's recommendations prior to sealing. Use only the product joint sealant I specified. The joint sealant shall be applied to all joints between and around the perimeter of the truncated dome panels. The sealant shall be applied so that the depth is not less then 1/4 inch and not greater then 1/2 I inch. The joint shall be tooled so that the finished sealant is 1/4 inch below the finished surface. 7. The required color of the truncated dome panels is red. I 3.07 CONCRETE CURING AND PROTECTION IA. Conform to MnDOT Spec. 2521.3C3 and 2521.3C3b (Membrane Curing Method), except as modified herein: I1. Coat all surfaces with membrane curing compound within 30 minutes after finishing at the specified rate. I2. The membrane-curing compound must contain a fugitive dye and be applied at 2 different directions perpendicular to each other. I3. A second application of membrane curing compound shall be applied 4 to 8 hours after the first application at the specified rate. 4. Cold weather curing, when temperatures fall below 40° F. during placement or within the following 24 hours, shall conform to MnDOT I Spec. 2521.3C3a blanket curing method, or method approved by the Engineer. 5. The freshly finished surface shall be protected, surfaces pitted by rain will be considered unacceptable. 1 6. Removal and replacement of any concrete section damaged by traffic, rain, cold weather, or other causes occurring prior to final acceptance shall be the responsibility of the Contractor. I3.08 BACKFILLING IA. Conform to MnDOT Spec.2521.3E, except as modified herein: 1. Perform backfilling to protect the concrete no sooner than 72 hours after Iplacement of the concrete. 000055-05140-0 CONCRETE WALKS, I ®2006 Bonestsoci tes,Rosene, c. 02775-5 MEDIANS,AND DRIVEWAYS Anderlik&Associates,Inc. 3.09 MEASUREMENT AND PAYMENT A Bid Item for 6 Inch Thick Concrete Driveway Pavement has been included in the I Bid Form. Measurement shall be on the basis of in-place square feet: 1. Payment of the Bid Item shall include the following: 1 a. Excavation. b. Concrete materials. c. Subgrade and base preparation. d. Placement of materials. e. Finishing. f. Curing and protection. g. Reinforcement. I h. Backfilling. 2. Aggregate base beneath concrete sidewalk shall be measured and compensated per Section 02720 -Aggregate Base Course. B. A Bid Item has been provided for Concrete Pedestrian Curb Ramp. Measurement shall be on the basis of square feet of ramp actually constructed: 1. Measurement of ramp shall not include adjacent concrete curb and tter, S'u , or truncated dome portion of ramp. Those shall be measured and compensated separately. 1 2. Payment shall include the following: a. Excavation. b. Concrete materials. I c. Aggregate base material. d. Subgrade and base preparation. e. Saw cutting of existing concrete sidewalk or bituminous pathway I pavement. f. Placement of materials. I 000055-05140-0 ®2006 Bonestroo,Rosene, 02775-6 CONCRETE WALKS, Anderlik&Associates,Inc. MEDIANS,AND DRIVEWAYS I Ig. Finishing. Ih. Curing and protection. i. Backfilling. IC. A Bid Item has been provided for the Truncated Dome Surface, which is part of 1 the concrete pedestrian curb ramp. Measurement shall be on the basis of square feet of Truncated Dome Surface actually constructed: 1. Payment shall include the following: a. Truncated P anel materials. 1 b. Placement of truncated panels. c. Joint sealing material. d. Protection of truncated panels during constnittion. ID. All other work and costs of this Section shall be incidental to the Project and included in the TOTAL BASE BID. I END OF SECTION I I I I I I I 000055-05140-0 C 2006 Bonestroo,Rosene, CONCRETE WALKS, IAnderlik&Associates,Inc. 02775-7 MEDIANS,AND DRIVEWAYS I SECTION 02890 NING I PART 1 —GENERAL 1.01 SECTION INCLUDES A. Signs, signposts, and hardware. 1.02 REFERENCES A "Standard Specifications for attio of Tran sportation Minnesota n De"2partm OT S )Coscton000 n(M� 1 2564—Traffic Signs and Devices. 2. 3352—Signs and Markers. 3 3401 —Flanged Channel Sign Posts. MMUTCD). B. Minnesota Manual on Uniform Traffic Control Devices PART 2—PRODUCTS 2.01 MATERIALS A Sign Material: to the material 1. Sign Panel Base Material: Spec. 3352.2A1a. Sheet aluminum ponforming requirements of MnDOT conforming to the Panels: Reflective sheeting tandard No. in (High 2. Sign Face Material for Sign Spec. 3352.2A2b requirements of MnDOT Intensity Grade Sheeting): a. VIP Sheeting MnDOT Spec. 3352.2A2c. "Direct Applied" conforming to the 3. Sign Legend°Material T SpeC1�3352.2A4b. requirements B. Flanged Channel Sign Posts: form to MnDOT Spec. 3401 and be in 2 sections 1 All signposts shall con weight: with following minimum a. Bottom Section: 3.0 lbs/ft. 000055-05140-0 02890-1 SIGNING ®2006 Bonestroo,Rosen. Anderlik&Associates,Inc. I b Top Section: At least 2.5 I the bottom lbs/ft and not greater than the weight post section. ght of 2. The appropriate length appropriate gth of the upper post shall be Contractor and meet the construction requirements of the determined by the herein at each specific location staked by the The lower t above stated post shall be 6 to 7 feet in length. I PART 3 -EXECUTION Engineer. 3.01 GENE, IA. Unless otherwise noted or modified 3 parts of MnD herein, all sections of MnDOT Spec. 2564 all Standard Signs Manual, and Chapter 6 of apply. 11 MMUTCD shall I B. The fabrication of all signs latest edition of the MMUTCD s and devices shall conform and the MnDO S andar�OT Spec. 2564 and C. The sign number designation Signs Manual. gnation indicated on the Drawings shall comply with applicable requirements of MMUTCD and MnDOT Standard Signs Manual. 3.02 CONSTRUCTION A. Sign locations shown on I shall locations bons shown in the field are only a shall all underground Y PProximate. The final siblefor by the Engineer. 'Contractor is responsible for and utilities located prior to installing all signposts. installations t tie' to allow for equate Provide Engineer 48 hours notice prior to sign iung B. Fabricate, hole I drawings c Punch, and mount sign in the MnDOT Standard Signs panels in accordance with the standard Iinstalled sign panel with gns Manual. Date the back of each newly marker pen or furnish and install inventoryon d year Y using a thick permanent black /LD. stickers approved by the Owner. IIC. Install nylon washers between the bolt tighten bolts to the and the sign face (sheeting).would be cause for rejection e s d sheeting g) Do not over I/ which would The nylon cause for r used to g t no additional the sign backing Contract. replacement at no additional cost to the have a maxim inside protect to sign face shall be 1/32 inch thick, There shall also be inless steel w 3/8 inch head. washer between the nylonlwasher and the and the bolt If 1 I 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02890-2 SIGNING I SECTION 02920 LAWNS AND GRASSES PART 1 - GENERAL 1.01 SECTION INCLUDES A. Restoration of construction area by installation of topsoil, seed, sod, soil amendments, mulch, and erosion control. 1.02 RELATED SECTIONS A. Section 01570—Temporary Erosion and Sediment Control. B. Section 02315—Excavation and Fill. C. Section 02318—Sub grade Preparation. �' P 1 1.03 REFERENCES A. Minnesota Department of Transportation"Standard Specifications for Construction," 2000 Edition (MnDOT Spec.): I1. 2575 —Turf Establishment. 2. 3876—Seed. 3. 3877—Topsoil Borrow. 4. 3878 —Sod. 5. 3881 —Commercial Fertilizer. 6. 3882—Mulch Material. 7. 3883 —Erosion Control Netting. 8. 3884—Hydraulic Soil Stabilizer. 9. 3885 —Erosion Control Blanket. 10. 3888—Erosion Stabilization Mat. B. "Minnesota Department of Transportation Seeding Manual 2000,"(MnDOT Seeding Manual). 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02920-1 LAWNS AND GRASSES I f 1.04 SUBMITTALS A. Provide source and invoice for seed to be used for this Project. I 1.05 QUALITY ASSURANCE I A. At the conclusion of the establishment period,which will be 1 year following initial installation,a final inspection of planting will be made to determine the conditions of areas specified for seeding. All areas with insufficient plant establishment as determined by the Engineer will be noted. This material shall be re-supplied and planted in the next growing season at no additional cost to the Owner. Evaluation of plantings shall be done in accordance with Early Maintenance and Evaluation of Plantings,MnDOT Seeding Manual 2000, and with MnDOT Spec. 2575.3. 1.06 FIELD QUALITY CONTROL A. Provide Engineer with bags and tags of seed used for identification purposes. 1 PART 2 -PRODUCTS 2.01 MATERIALS A. Topsoil: Stocked topsoil from site shall be used for seeding and sod. I B. Soil Amendments: Conform to MnDOT Spec. 3881 and 3879. Fertilizer shall be complete fertilizer containing 8 percent nitrogen, 16 percent phosphoric acid, and 8 percent potash. T Spec.Sod: Conform to MnDO ec. 3878.D-Mineral Sod.p D. Seed Mix Tabulations: Conform to MnDOT Seeding Manual: I 1. Lawn Mix: Conform to MnDOT Seeding Manual Mixture 60A. 2. Temporary Spring Mix: Conform to MnDOT Seeding Manual Mixture 110A. E. Mulch: Conform to MnDOT Spec. 3882. F. Erosion Control Blanket: Conform to MnDOT Spec. 3885. 1 000055-05140-0 C 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 02920-2 LAWNS AND GRASSES I PART 3 -EXECUTION 3.01 EXAMINATION A. Review restoration areas with the Engineer. Determine locations for seed or sod. Schedule for restoration of areas maybe revised to fit field conditions. B. Notify the Engineer at least 3 days in advance of hauling topsoil borrow on Project Site so the Engineer may visually inspect and sample for testing if deemed necessary. C. Finish grades are to be inspected and approved by the Engineer prior to start of restoration. 3.02 PREPARATION A. General: Conform to MnDOT Spec. 2575.3A. B. Soil Preparation: Conform to MnDOT Spec. 2575.3B. C. Fertilizers and Conditioners: Conform to MnDOT Spec. 2575.3C: 1. Apply fertilizer at a rate of 450 lbs.per acre(10 lbs./1000 sq. ft.). 2. Where soil pH is lower than 5.5, apply ground limestone at 3 tons per acre (140 lbs./1000 sq. ft.). 3.03 SOWING SE ED A. Seeding Dates: Conform to MnDOT Seeding Manual for the mixes specified. B. Seeding Rates: Conform to MnDOT Seeding Manual for the mixes specified. C. Applying Mulch: Conform to MnDOT Spec.2575.3 and apply at a rate of 2 tons per acre (90 lbs./1000 sq. ft.). D. Sowing Seed: Conform to MnDOT Spec. 2757.3. 3.04 PLACING SOD A. Conform to MnDOT Spec. 2575.3J. I ■ 000055-05140-0 ®2006 Bonestroo,Rosene, LAWNS AND GRASSES IAnderlik&Associates,Inc. 02920-3 I 1-24-06: 4=28PM:U S WEST ;6517301385 # 1/ 7 DATE RECEIVED: J`-1 u,_ '-'' :J IDATE SENT: //d 406 Benson,Vonnie From: irthq @gwest.com Sent: Tuesday,January 10,2006 9:10 AM To: Minnesota Locates Subject: Ticket 60005701 from QWEST COMMUNICATIONS MN OC2006011000287 MN_DESIGN_LOC 2006/01/10 10:09:59 00007 II GOPHER STATE ONE CALL Ticket No: 60005701 LORQ NON-EXCAV. Send To: QLNMN14 Seq No: 95 Map Ref: II Transmit Date: 1/10/06 Time: 9:54 am Op: alixt original Call Date: 1/10/06 Time: 9:46 am Op: alixt Work to Begin Date: 2/01/06 Time: 10:00 am : Company : BONESTROO AND ASSOCIATES phone (651)636-4600 Contact Name : CATHY WHITE Phone: (651)604-4788 Alt. Contact : KAREN ERICKSON Fax Phone : (651)636-1311 Email Address: CWHITE @BONESTROO.COM Type of Work: DESIGN OF NEW ROAD Work Being Done For: CITY OF OAK PARK HEIGHTS - R.O.W Y Explosives: N Duration: 7 MONTHS County: WASHINGTON Place: 0 PARK, HEIGHTS CI State: MN t: JL/ . Address: Street: 60TH ST N -/-4.1 _ Nearest Intersecting Street: OAK GREEN AVE N II Location of Work: LISTING OF UTILITIES FOR ENTIRE ROAD RIGHT OF WAY OF NEW : ST N APPROX OF WITHIN ON THEOSH : SIDE. Remarks: THIS DESIGN LOCATE REQUIRES DRAWINGS FAXED TO: 651-636-1311 ITwp: 29N Rng: 20W Sect-Qtr: 5-NE Twp- *MORE Rng: 20W Sect-Qtr: 5-NW-NE,4-NW II Legal Given: COKPKHO1 COMCSTO1 CSTLWTO1 MNSDOTO1 NOSTPWO1 PBHOME01 QLNMN14 + SENHOS01 II I 1 II II H 1 II SECTION 16000 PRIVATE UTILITY CONDUIT PART 1 - GENERAL 1.01 SECTION INCLUDES A. Placement of PVC conduit to be used at a later date by private utility contractors and the City of Oak Park Heights. 1.02 RELATED SECTIONS A. Section 02320—Trench Excavation and Backfill. 1.03 SEQUENCING AND SCHEDULING A. Install conduit after the public utilities are completed and prior to the street base improvements. B. Line items are included in the Bid Form for crossings consisting of single or multiple conduits,based on estimates made at the time of Drawing preparation: C. At the pre-construction meeting, a final Drawing of proposed crossings will be presented to the Contractor based on the actual needs of each private utility company. The location of the City's conduit will also be identified on this final Drawing. PART 2—PRODUCTS 2.01 MATERIALS A. Conduit: PVC, Schedule 40. 4 inch and 6 inch nominal diameter. B. Markers: Steel fence posts, 5 feet in length. PART 3 —EXECUTION 3.01 GENERAL A. Excavation and Backfill to conform to Section 02320—Trench Excavation and Backfill. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16000-1 PRIVATE UTILITY CONDUIT 3.02 INSTALLATION A. Conduit—Trenching: • 1. In general, underground conduit shall be installed by trenching. 2. The location of each crossing will be staked by the Engineer at the time of construction to assist the Contractor in proper placement of conduits. 3. Install conduit as shown on Detail STR-12: a. Mark ends of crossing locations with steel fence-,posts. 1 post required at each end of a crossing,regardless of number of conduits within that crossing. 4: Trenches for the crossings shall be backfilled and compacted to the same standards as the water and sewer utility trenches: 5. Excess excavated material shall be removed and disposed of off Project Site 3.03 FIELD QUALITY CONTROL A. The Engineer reserves the right to reject any material or workmanship not in accordance with the Specifications, either before or after installation. B. After trenches are excavated and conduit is placed,the Engineer shall be notified so that an inspection may be made before backfilling. 3.04 MEASUREMENT AND PAYMENT A. Bid Items have been provided in the Bid Form for Conduit Crossings. Payment for Schedule 40 PVC private utility crossings shall be made on the basis of each lineal foot of 4 inch PVC actually installed. For example, if a location is determined to require 3 conduits, the Contractor would be paid for 3 lineal feet of conduit per running foot of crossing. Payment at the Bid Unit Price will be considered compensation in full for the installation of the conduit as shown in the Drawings, including excavation,bedding and backfill: 1. It should be noted that due to the estimation required for Drawing preparation, the quantities of private utility crossings actually constructed may vary significantly from those given in the Bid Form. 2. The Engineer reserves the right to increase or decrease the conduit quantities with no change to the Contract Bid Unit Price. No additional compensation will be considered or allowed for changes to the estimated quantities or for the deletion of any of these Bid Items in their entirety. 000055-05140-0 ©2006 Bonestroo,Rosene, PRIVATE UTILITY CONDUIT Anderlik&Associates,Inc. 16000-2 B. For most crossings, the 4 inch diameter PVC conduit is of adequate size for the private utility companies to place their facilities. In the event that a larger utility line is anticipated, a Bid Item for 6 Inch Diameter PVC, Schedule 40 Conduit,has been r included in the Bid Form. Measurement of the 6 inch diameter PVC shall be identical to that for the 4 inch diameter conduits with payment made under the separate Bid Item for 6 inch conduit. C. All.other work and costs of this Section shall be considered incidental to the Project and included in the TOTAL BASE BID. END OF SECTION • r'. r 000055-05140.0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16000-3 PRIVATE UTILITY CONDUIT SECTION 16550 ROADWAY LIGHTING ;` PART 1 = GENERAL 1.01 SECTION INCLUDES A. References used in Division 16-Electrical. § ' B. Regulatory requirements for electrical construction. C. System description. D. Requirements of equipment and materials. E. Workmanship. F. Equipment mounting. G. Identification. H. Receiving and storing equipment. 1.02 REFERENCES A. ANSI-American National Standards Institute. B. C2-National Electrical Safety Code. C. ICEA-Insulated Cable Engineers Association: 1. S-61-402-Thermoplastic-Insulated Wire and Cable. 2. S-65-375—Rubber-Insulated Wire and Cable. 3. S-66-524 — Cross-Linked Thermosetting Polyethylene Insulated Wire and Cable. 4. S-68-516—Ethylene-Propylene-Rubber Insulated Wire and Cable. D. NECA-National Electrical Contractors Association: 1. NECA 1 — Standard Practices for Good Workmanship in Electrical Contracting. 000055-05140-0 C 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-1 ROADWAY LIGHTING E. NEMA-National Electrical Manufacturers Association: ,1. TC 2 -Electrical Polyvinyl Chloride(PVC) Tubing and Conduit. 2. ICS 2 - Industrial Control and Systems "Controllers, Contactors, and Overload Relays,Rated Not More Than 2000.Volts AC or 750 Volts DC. 3. 250 -Enclosures for Electrical•Equipment(1000 Volts Maximum). 4. WC 5 —(See ICEA S-61-402). 5: WC 7—(See ICEA S-66-524). F. OSHA-Occupational Safety and Health Administration: 1. 29 CFR 1910—Occupational.Safety and Health Standards. G. UL-'Underwriters Laboratories, Inc:: 1. UL-83 - Thermoplastic-Insulated Wires and Cables. 2: UL-467—Electrical Grounding and Bonding Equipment. 3. ; UL-508-Industrial Control.Equipment. 4. UL-651 -Schedule 40 and 80 Rigid PVC Conduit. 5. UL-1029 -High-Intensity-Discharge Lamp Ballasts. 6. UL-1572-High Intensity Discharge Lighting Fixtures. 1.03 REGULATORY REQUIREMENTS A. All work performed under this Contract shall conform to the latest editions of the National Electrical Code (NFPA70), the National Electrical Safety Code (ANSI C2), and the Minnesota State Building Code. 000055-05140-0 ID 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-2 ROADWAY LIGHTING 1.04 INSTRUCTIONS AND PARTS LITERATURE r. A. Instruction and parts literature is generally packed with electrical equipment and devices. Contractor shall remove this literature from the packing container or equipment enclosure, identify the literature with the equipment to winch it applies; and file the literature in 3.ring binders with index tabs. Each binder shall have an index, which lists each piece of equipment and the literature which applies to it An t index tab shall be provided for each piece of equipment. 1.05 SUBMITTALS A. Shop drawings shall be submitted with Contractor's stamp of approval. 1.06 ELECTRICAL SERVICE CABINET QUALITY ASSURANCE A. All cabinets shall meet the requirements of UL508. t B. All cabinets shall be UL labeled or third party certified in accordance with Minnesota Board of .Electricity Requirements for Approval of Electrical Equipment,Minnesota Rules Parts 3800.3619 and 3800.3620. C. All cabinets shall be labeled or third party certified when delivered to the Project Site All field modifications shall be in conformance with UL508. When the Owner accepts the panels, the Contractor certifies that the panels have retained their UL labeling or third party certification. PART 2 -PRODUCTS 2.01 EQUIPMENT AND MATERIALS A. All equipment and materials shall be new and shall bear the Underwriter's Laboratory's(UL)label if such products are listed by UL. B. Where applicable, equipment and materials shall conform to ANSI, ICEA, IEEE, and NEMA Standards. 2.02 RACEWAYS ` A. Rigid Nonmetallic Conduit and Fittings: 1. EPC-40-PVC and EPC-80-PVC for Type II and Type III applications. 2. Sunlight resistant. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-3 ROADWAY LIGHTING 3. Approved for: a. Direct burial. b. Concrete encasement. c. Above ground and exposed applications. 4. NEMA TC2. • 5. NFPA 70 Article 352. 6. UL.listed. 7. Carlon, CertainTeed,or equal. 2:03 WIRES AND CABLES A. 600 volt insulated with stranded copper conductor. B. THWN insulated for conductor sizes#4 AWG and smaller. C. XHHW or THWN insulation for conductor sizes#3 AWG and larger. D. All control wiring shall be #14 AWG,7 or 9-strand copper, 75° C., 600 volt with solid color THWN or XEI HW insulation. E. Insulation of all wire shall conform to NEMA-WC5-1973, NEMA-WC7-1982, NFPA 70, and UL-83. F. All Wire and Cable Shall Be: 1. New and coiled or on reels. 2. Each coil and/or reel shall have a label with the manufacturer's name, trade name of wire, size of wire, and UL label. 2.04 TERMINALS AND CONNECTORS A. Tool compressed terminals and connectors shall be made of one-piece seamless highly conductive copper with a uniform tin-plate coating to minimize corrosion; Burndy,3M,or equal. B. Step-down adapters shall be copper compression type; Greaves PT-R Series, or equal. 000055 -05140-0 C 2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-4 ROADWAY LIGHTING C. Electrical spring connectors shall be 3M "Scotchlok" or "Ranger," Ideal "Wing- Nut,"or equal. D. Fork Terminals: 1. Vinyl or nylon self-insulated locking type. 2. Terminal insulation that supports wire insulation. 3. Thomas & Betts Type FL, Burndy Type TP-LF, Panduit Type PNF, 3M Type MNG or equal. E. Waterproof kits shall be utilized for all outdoor below-grade .splices and connections;Raychem Type CRSM, 3M 82-BF1, or equal. 2.05 LUMINAIRES A. Pole Mounted Fixture-Type A: 1. 22 inch 1 piece seamless spun aluminum hard top cylindrical luminaire. 2. Extruded aluminum arm secured to pre-wired fixture. 3. 1 piece die cast,heat and impact resistant door frame with fully gasket lens. 4. Lens and optical assemblies hinge down for easy access. 5. High pressure sodium lamp,250W. 6. Cut-off optic.Type 3 distribution. 7. Integrated 240 Volt H.P.F. ballast assembly is fully prewired with quick disconnects. 8. UL listed. 9. Hardcoat, fade resistant, electrostatically applied polyurethane finish, color to be determined by Owner. 10. Gardco Form 10 CA22 Series. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-5 ROADWAY LIGHTING B Pole Mounted Fixture-Type,B: 1. 19 inch 1 piece multi-formed aluminum shoebox style fixture, with integral reinforcing splice and a single concealed joint. 2. Extruded aluminum arm secured to prewired fixture. 3. Optically clear, heat and impact resistant tempered flat glass lens retained in a mitered, extruded anodized aluminum door frame. 4. Lens shall be sealed with a memory retentive extruded silicone rubber.. 5. Interchangeable, anodized-aluminum segmented.reflector. 6. High pressure sodium lamp, 250W:. 7. Cut-off optic:Type 3 distribution. 8. Integrated 240 Volt RP!. ballast-assembly is fully prewired with quick' disconnects. 9. UL listed. 10. Thermosetting polyester baked finish,color to be determined:by Owner. 11. Gardco Form 10 H19 Series. 2.06 POLES A. Round, straight,seamless extruded aluminum tubing. B. 30 foot pole. C. Steel tube welded to tenon assembly. Stainless steel fasteners secure aluminum pole shaft to base tenon. D. 1 piece heavy wall spun aluminum cover conceals anchor base. E. Tube and base are both hot dipped galvanized. F. Finish to be determined by Owner. G. Gardco RAS-30L, or pre-approved equal. 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-6 ROADWAY LIGHTING 2.07 LAMPS A. All luminaires shall be furnished complete with lamps; General Electric, Phillips, Sylvania,Venture Lighting,or equal. B. 250W high pressure sodium,medium base lamp. 2.08 GROUND RODS A. 5/8 inch x 15 feet copperweld. B. Ground rods shall be considered as incidental to concrete bases, service cabinet etc. 2.09 LIGHTING SERVICE CABINET A. Cabinet: f 1. Free-standing NEMA 3R enclosure. 2. Minimum#16 gauge steel. 3. Approximate dimensions of 42 inches H x 24 inches W x 12 inches D. 4. Seams continuously welded and ground smooth,no holes or knockouts. 5. Continuous hinge. 6. 3 point latch,padlockable handle. 7. ANSI-61 gray baked enamel finish over a rust-inhibiting prime coat. B. Panelboard: 1. Hardware: a. Surface or flush mounted as indicated on the Drawings. b. Door in door front complete with trim, doors, flush chrome plated cylinder lock, catch, and directory with clear plastic cover. c. 2 keys. d. Gray baked enamel finish. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-7 ROADWAY LIGHTING e. Trim attached directly to the box with screws; trim clamps shall not be used f. Provide a 5 inch minimum gutter space top and bottom. g. Copper bus (this includes all current carrying parts, such as phase buses, ground,and neutral buses/bars, bus fingers, etc.): All spaces .indicated shall have bus fully extended and drilled for the.fixture installation of breakers. C. Ratings: 1. Panelboard rating, main breaker, and branch breakers as specified on the Drawings. Branch mounted main breakers shall not be allowed 2. " Service entrance ratings as required. 3. Thermal-magnetic, quick make, quick-break, switching rated plug on circuit breakers. 4. Circuit breaker rating and number of poles as.specified on the Drawings: S. Multi-pole breakers with a common trip. 6. Handle padlock attachments where required. 7. Ampere Interrupting Ratings: 18,000 RMS symmetrical for. 480 volt or under. D. Contactors: 1. 600 volt electrically held. 2. Ampere rating and number of poles per the Drawings. 3. NEMA 1 enclosure or open type if mounted in enclosure with other components. 4. Cutler-Hammer CN35, General Electric CR360L, Square D Class 8903 Type S, or equal. E. Photo Controls: 1. Light level selector to adjust activation. 2. Time-delay activation and de-activation. 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-8 ROADWAY LIGHTING 3. SPST contacts rated 15 amps tungsten at 120 Vac. 4. ` 1/2 inch male thread for mounting. s `f' 5. Intermatic K4100, Tork 2100, or approved equal. 2.10 HANDHOLES A. Precast concrete box and cover or fiber reinforced polyester box and polymer concrete cover: B. Covers suitable for light traffic loading and with a minimum of 2 stainless steel bolts to secure them to the box. C. Sized as Required.Per Code, Minimum Size: 13 inches wide, 24 inches long,:-and 36 inches deep. D. Molin Concrete Products, CDR Systems Corp., Quazite "Composite," or approved equal. 2.11 UNDERGROUND WARNING TAPE A. 6 inches wide,4 mil polyethylene film. B. Vivid,opaque,long-lasting red color with bold,black letters. C. Lettering: 1. Top line.—"...CAUTION CAUTION CAUTION..." 2. Bottom line—"...ELECTRIC LINE BURIED BELOW..." D. Seton. Name Plate Corp. No. 210 ELE, EMED Co. Stock No. UT27737-6, or approved equal. PART 3 -EXECUTION 3.01 INSTALLATION A. All work shall be performed in a neat,workmanlike manner consistent with the high } quality standards of the electrical trade. Each electrician shall be knowledgeable and well-trained in the particular task he/she is to perform. B. All wiring shall be installed in conduit. Placement of all conduits shall be coordinated with placement of utilities, storm sewer,traffic control structures, etc. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-9 ROADWAY LIGHTING C. Contractor shall do all trenching for underground conduit with a minimum size •trench. Underground warning tape shall be laid approximately 9 inches below the surface the trench above the conduit, All conduits shall be not less than°24 inches below grade. D. 3 inches of sand shall be placed below and above buried conduit in`trench. All.fill - material shall be placed in 12 inch lifts and compacted to 95 Percent Standard Procter Density.. E. Surfaces of existing roadways shall not be disturbed for placement of conduits, conduit shall be jacked under existing roadways at a depth sufficient to prevent creasing or spalling of the roadway surface. Any damage to the roadway surface. shall be repaired by the Contractor to the satisfaction of the Owner. P. Poles and luminaires shall be located where shown on the Drawings. G. ' Lenses, refractors, and glassware shall be clean and free from.cracks or:-.chips. All reflectors, luminaire. fixture bodies, etc. shall be free from dents and scratches; thoroughly cleaned, and properly aligned before installation is accepted by the Owner. All exposed tags and labels other than UL shall be removed. I . All poles and pole mounted luminaires shall be leveled after installation. I. All luminaires shall be aimed in the direction as shown on the Drawings. 3. An equipment grounding conductor shall be installed with each . circuit. Connections at each pole and pull box shall be made as detailed and as required by the NFPA-70. K. Provide control cabinet wiring as shown by the schematic on the Drawings. 3.02 WIRING METHODS A. All wire shall be installed in the specified raceways. Wire pulling shall be performed through the system in such a manner as not to exceed the maximum tensile strength of the cable being pulled as allowed by NFPA 70 and/or cable. manufacturer. Pulling compound shall dry to a fine non-conducting lubricating powder and shall be approved by the cable manufacturer. All handling and installation of wire and cables shall be done by competent and skilled workmen who shall use methods,which will prevent damage to the wire and cable. B. Adequate measures shall be employed to determine that the raceways are free of foreign material and moisture before pulling wire or cable. C. Any conductor solely for equipment grounding purposes shall be green in color, unless it is bare. 000055-05140-0 ®2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-10 ROADWAY LIGHTING D. Conductors shall be without splice from termination to termination,unless indicated otherwise on the Drawings. E. Contractor shall provide.all wire connectors, lugs, and terminals, unless indicated • otherwise. F. Splices and terminations of the grounding electrode system shall be brazed, shall be ; • exothermic welded using Erico Products "Cadweld," or shall be made with tool compressed fittings;Burndy"Hyground,"Thomas&Betts 53,000 Series or equal. G. Splices and terminations subject to the presence of moisture or direct burial shall be protected utilizing splice kits. • 3.03 'IDENTIFICATION A. Each pole shall be identified on the inside,of the handhole cover with;the:number.`; shown on the Drawings. B. All service cabinet components shall be identified with .laminated plastic nameplates: Each cabinet shall be identified on the inside with the number shown on the.Drawings. 3.04 PROJECT SITE RESTORATION A. After the lighting system installation is complete, the Project Site, including grade,. sidewalks,driveways,etc., shall be restored to its original or better condition. • 3.05 GROUND RESISTANCE MEASUREMENTS A. A ground resistance test shall be conducted at each feed point and the results of the test submitted to the Engineer. The ground resistance of the existing grounding electrode at each feed point shall be measured before it is connected to the grounding electrode system. A final ground resistance measurement shall be made after the completed grounding electrode system has been connected at each lighting service cabinet. 2 measurement methods are considered acceptable: use of a null balance instrument; Associated Research "Vibroground;" James G. Biddle "Megger," or equal, or clamp-on ground resistance tester AEMC Model 3700. Ground resistance test reports shall contain the following information: 1. Project number and location. 2. Feed point Number-As indicated on the Drawings. 3. Contractor. 000055-05140-0 ©2006 Bonestroo,Rosene, Anderlik&Associates,Inc. 16550-11 ROADWAY LIGHTING 4. Name of person conducting test. 5. Test method. 6. Potential electrode type and distance(if applicable). 7. ; Current electrodeitype'and distance(if applicable). 8. Measured resistance in ohms. 9. Test set manufacturer and type. . • 3.06 MEASUREMENT AND PAYMENT A. Conduit:• The conduit shall be measured from termination to termination in linear feet;for each size. The Bid Unit Price shall be full compensation;for furnishing and installing all-materials, including all hardwares fittings internal wiring,underground - warning tape, terminals and connectors, and .incidentals necessary to:complete the work. B Wires. The wires shall be measured from.termination'to termination in linear'feet for each size. The Bid Unit Price shall be full compensation for furnishing and installing all materials. C. Lighting Service Cabinet: Measurement will be by each installed. Payment at the Bid Unit Price shall be full compensation for furnishing and installing all materials, including all hardware, fittings, internal wiring,photocell, and incidentals necessary • to complete the work. D. Concrete Light Pole Base: Measurement Shall be b y e ach base installed. Payment at the Bid Unit Price shall be full compensation for furnishing and installing all materials. Ground rods shall be considered as incidental to concrete pole bases. E. Lighting Unit A: Measurement shall be by each pole and luminaire installed. Payment at the Bid Unit Price shall be full compensation for furnishing and installing all materials, including all hardware, fittings, internal wiring, and incidentals necessary to complete the work. F. Concrete Equipment Pad: Measurement shall be by each base installed. Payment at the Bid Unit Price shall be full compensation for furnishing and installing all materials. Ground rods shall be considered as incidental to concrete equipment pad. 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N 0 N O O O Man' I 'I'R V' } 000 J III i? ' c e i -r . .....2 • 1 .. . . , . 1 , _ _ 4 /L # 98£tO£LLS9' 1S3M S f1`-NdSZ:1, :90-1,Z-t l This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the Controlling Law. 1 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By ACEC ;: National society of Professional iEngineers /� l rCn iaeer$In Mate Praulice �mccom. c "r. "' + "'"„ �.N l:Nll:.1.'l.OIiNC(L U[F.: %Itif;f.N1�4 t.()11.1�IL5 P�nte�or�a ^ �- PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN COUNCIL OF ENGINEERING COMPANIES AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by f ` s The Associated General Contractors of America Knowledge for Creating and Built Eni the Buuilt Envirr onment Construction Specifications Institute EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional 1 l Engineers for EJCDC. All rights reserved. I it I I I Copyright©2002 National Society of Professional Engineers 1420 King Street,Alexandria,VA 22314 American Council of Engineering Companies 1015 15th Street,N.W.,Washington,DC 20005 American Society of Civil Engineers 1801 Alexander Bell Drive,Reston,VA 20191-4400 I These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions(No.C-800)(2002 Edition). I EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-2 I ITABLE OF CONTENTS PaQ,e I 6 ARTICLE 1 -DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms 6 6 1.02 Terminology 8 9 ARTICLE 2-PRELIMINARY MATTERS 9 1 2.01 Delivery of Bonds and Evidence of Insurance 9 2.02 Copies of Documents 9 2.03 Commencement of Contract Times;Notice to Proceed 9 2 2.04 Starting the Work 9 2.05 Before Starting Construction 9 9 2.06 Preconstruction Conference 10 2.07 Initial Acceptance of Schedules 10 r ARTICLE 3-CONTRACT DOCUMENTS:INTENT,AMENDING,REUSE 3.01 Intent 10 3.02 Reference Standards 10 3.03 Reporting and Resolving Discrepancies 11 3.04 Amending and Supplementing Contract Documents 11 3.05 Reuse of Documents 11 3.06 Electronic Data 11 ARTICLE 4-AVAILABILITY OF LANDS;;SUBSURFACE POINTS AND PHYSICAL CONDITIONS;HAZARDOU 11 IENVIRONMENTAL CONDITIONS;REF 12 4.01 Availability of Lands 12 4.02 Subsurface and Physical Conditions 12 II . 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 14 II 4.06 Hazardous Environmental Condition at Site ARTICLE 5 -BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds 14 14 5.02 Licensed Sureties and Insurers 15 5.03 Certificates of Insurance 5.04 Contractor's Liability Insurance 15 15 5.05 Owner's Liability Insurance 16 5.06 Property Insurance 17 1 5.07 Waiver of Rights 17 5.08 Receipt and Application of Insurance Proceeds 5.09 Acceptance of Bonds and Insurance; Option to Replace 17 17 5.10 Partial Utilization,Acknowledgment of Property Insurer 18 ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES 18 6.01 Supervision and Superintendence 18 II 6.02 Labor; Working Hours 18 6.03 Services, Materials, and Equipment 18 6.04 Progress Schedule 6.05 Substitutes and "Or-Equals" 18 19 20 I 6.06 Concerning Subcontractors, Suppliers, and Others 21 6.07 Patent Fees and Royalties 21 21 6.08 Permits 22 it- 6.09 Laws and Regulations 22 6.10 Taxes 22 6.11 Use of Site and Other Areas 6.12 Record Documents 22 I 6.13 Safety and Protection 22 6.14 Safety Representative 23 6.15 Hazard Communication Programs EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional 3 Engineers for EJCDC. All rights reserved. 6.16 Emergencies 6.17 Shop Drawings and Samples 23 6.18 Continuing the Work 23 6.19 Contractor's General Warranty and Guarantee 24 6.20 Indemnification 24 6.21 Delegation of Professional Design Services 24 ARTICLE 7-OTHER WORK AT THE SITE 25 1 7.01 Related Work at Site 25 7.02 Coordination 25 7.03 Legal Relationships 26 ARTICLE 8-OWNER'S RESPONSIBILITIES 26 8.01 Communications to Contractor 26 8.02 Replacement of Engineer 26 8.03 Furnish Data 26 8.04 Pay When Due 26 8.05 Lands and Easements;Reports and Tests 26 8.06 Insurance 26 8.07 Change Orders 26 8.08 Inspections, Tests, and Approvals 26 - 8.09 Limitations on Owner's Responsibilities 26 8.10 Undisclosed Hazardous Environmental Condition 27 8.11 Evidence of Financial Arrangements 27 ARTICLE 9-ENGINEER'S STATUS DURING CONSTRUCTION 27 9.01 Owner's Representative 27 1. 9.02 Visits to Site 27 9.03 Project Representative 27 9.04 Authorized Variations in Work 27 9.05 Rejecting Defective Work 27 9.06 Shop Drawings, Change Orders and Payments 27 , 9.07 Determinations for Unit Price Work 28 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work 28 9.09 Limitations on Engineer's Authority and Responsibilities 28 ARTICLE 10 CHANGES IN THE WORK;CLAIMS 28 10.01 Authorized Changes in the Work 28 10.02 Unauthorized Changes in the Work 28 10.03 Execution of Change Orders 29 10.04 Notification to Surety 29 10.05 Claims 29 ARTICLE 11 COST OF THE WORK;ALLOWANCES; UNIT PRICE WORK 29 11.01 Cost of the Work 30 11.02 Allowances 30 III 11.03 Unit Price Work 31 ARTICLE 12-CHANGE OF CONTRACT PRICE;CHANGE OF CONTRACT TIMES 31 12.01 Change of Contract Price 32 12.02 Change of Contract Times 32 12.03 Delays 33 33 ARTICLE 13 -TESTS AND INSPECTIONS;CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 33 13.01 Notice of Defects 13.02 Access to Work 33 13.03 Tests and Inspections 33 13.04 Uncovering Work 33 13.05 Owner May Stop the Work 34 13.06 Correction or Removal of Defective Work 34 13.07 Correction Period 34 13.08 Acceptance of Defective Work 34 13.09 Owner May Correct Defective Work 35 ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION 35 14.01 Schedule of Values 36 14.02 Progress Payments 36 14.03 Contractor's Warranty of Title 36 14.04 Substantial Completion 37 EJCDC C-700 Standard General Conditions of the Construction Contract. 37 Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-4 1 I I I I I I, 1 1 I I I I I 1 I 14.05 Partial Utilization 38 , 14.06 Final Inspection 38 14.07 Final Payment 39 14.08 Final Completion Delayed 39 14.09 Waiver of Claims 39 ARTICLE 15 -SUSPENSION OF WORK AND TERMINATION 39 15.01 Owner May Suspend Work 39 15.02 Owner May Terminate for Cause 40 15.03 Owner May Terminate For Convenience 40 15.04 Contractor May Stop Work or Terminate 41 ARTICLE 16-DISPUTE RESOLUTION 41 16.01 Methods and Procedures 41 ARTICLE 17 -MISCELLANEOUS 41 17.01 Giving Notice 41 17.02 Computation of Times 41 17.03 Cumulative Remedies 41 17.04 Survival of Obligations 41 17.05 Controlling Law 41 17.06 Headings EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-5 38 I GENERAL CONDITIONS 9. Change Order--A document recommended by Engineer which is signed by Contractor and Owner and 11 ARTICLE 1 -DEFINITIONS AND TERMINOLOGY authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the 1.01 Defined Terms Agreement. A. Wherever used in the Bidding Requirements 10. Claim--A demand or assertion by Owner or or Contract Documents and printed with initial capital Contractor seeking an adjustment of Contract Price or letters, the terms listed below will have the meanings Contract Times,or both,or other relief with respect to the indicated which are applicable to both the singular and terms of the Contract. A demand for money or services by plural thereof. In addition to terms specifically defined, a third party is not a Claim. terms with initial capital letters in the Contract Documents include references to identified articles and 11. Contract--The entire and integrated written paragraphs,and the titles of other documents or forms. agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, II 1. Addenda--Written or graphic instruments representations,or agreements,whether written or oral. issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed 12. Contract Documents-- Those items so Contract Documents. designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract 2. Agreement--The written instrument which is Documents. Approved Shop Drawings,other Contractor's evidence of the agreement between Owner and Contractor submittals, and the reports and drawings of subsurface covering the Work. and physical conditions are not Contract Documents. 3.Application for Payment--The form acceptable 13. Contract Price--The moneys payable by to Engineer which is to be used by Contractor during the Owner to Contractor for completion of the Work in course of the Work in requesting progress or final accordance with the Contract Documents as stated in the payments and which is to be accompanied by such Agreement (subject to the provisions of Paragraph 11.03 supporting documentation as is required by the Contract in the case of Unit Price Work). i Documents. 14. Contract Times--The number of days or the 4. Asbestos--Any material that contains more dates stated in the Agreement to: (i)achieve Milestones,if than one percent asbestos and is friable or is releasing any, (ii)achieve Substantial Completion; and (iii) corn- asbestos fibers into the air above current action levels plete the Work so that it is ready for final payment as established by the United States Occupational Safety and evidenced by Engineer's written recommendation of final Health Administration. payment. I 5. Bid--The offer or proposal of a Bidder 15. Contractor--The individual or entity with submitted on the prescribed form setting forth the prices whom Owner has entered into the Agreement. for the Work to be performed. 16. Cost of the Work--See Paragraph 11.01.A for 6. Bidder--The individual or entity who submits definition. a Bid directly to Owner. 17. Drawings--That part of the Contract 7. Bidding Documents--The Bidding Documents prepared or approved by Engineer which Requirements and the proposed Contract Documents graphically shows the scope, extent, and character of the (including all Addenda). Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so 8. Bidding Requirements--The Advertisement or defined. Invitation to Bid, Instructions to Bidders, bid security of acceptable form, if any, and the Bid Form with any 18. Effective Date of the Agreement--The date supplements. indicated in the Agreement on which it becomes effective, but if no such date 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. 19. Engineer--The individual or entity named as such in the Agreement. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-6 1 20. Field Order--A written order issued by 32. Progress Schedule--A schedule,prepared and Engineer which requires minor changes in the Work but duration of the activit es�omprising the, t Con t actor's plan seuence and II which does not involve a change in the Contract Price or to accomplish the Work within the Contract Times. the Contract Times. 21. General Requirements Sections of Division 33. Project--The total construction of which the 1 of the Specifications.The General Requirements pertain Work to be performed under the Contract Documents may to all sections of the Specifications. be the whole,or a part. 22. Hazardous Environmental Condition--The 34. Project Manual--The bound documentary presence at the Site of Asbestos, PCBs, Petroleum, information prepared for bidding and constructing the Hazardous Waste, or Radioactive Material in such Work. A listing of the contents of the Project Manual, quantities or circumstances that may present a substantial which may be bound in one or more volumes, is ert osed thereto in contained in the table(s)of contents. danger to persons or prop y ex P connection with the Work. 35. Radioactive Material Source, special nude 23. Hazardous Waste The term Hazardous ar,or byproduct material as defined by the Atomic Energy Waste shall have the meaning provided in Section 1004 of Act of 1954 (42 USC Section 2011 et seq.) as amended the Solid Waste Disposal Act (42 USC Section 6903) as from time to time. amended from time to time. 36. Related Entity--An officer,director,partner, 24. Laws and Regulations; Laws or Regulations- employee,agent,consultant,or subcontractor. -Any and all applicable laws,rules,regulations, ordinanc 37. Resident Project Representative The autho es, codes, and orders of any and all governmental bodies, agencies,authorities,and courts having jurisdiction. rized representative of Engineer who may be assigned to the Site or any part thereof. 25. Liens--Charges, security interests, or 38. Samples Physical examples of materials, personal upon Project funds, real property, or equipment, or workmanship that are representative of personal property. some portion of the Work and which establish the 26. Milestone--A principal event specified in the standards by which such portion of the Work will be Contract Documents relating to an intermediate comple- judged. tion date or time prior to Substantial Completion of all the 39. Schedule of Submittals—A schedule,prepared Work. and maintained by Contractor, of required submittals and 27. Notice of Award--The written notice by the time requirements to support scheduled performance Owner to the Successful Bidder stating that upon timely of related construction activities. compliance by the Successful Bidder with the conditions 40. Schedule of Values A schedule, prepared Agreement.listed therein, Owner will sign and deliver the and maintained by Contractor, allocating portions of the Agreement. Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for 28.Notice to Proceed--A written notice given by Owner to Contractor fixing the date on which the Con Payment. tract Times will commence to run and on which 41. Shop Drawings All drawings, diagrams, I Contractor shall start to perform the Work under the illustrations, schedules, and other data or information Contract Documents. which are specifically prepared or assembled by or for 29. Owner--The individual or entity with whom Contractor and submitted by Contractor to illustrate some Contractor has entered into the Agreement and for whom portion of the Work. the Work is to be performed. 42. Site Lands or areas indicated in the Contract 30.PCBs Polychlorinated biphenyls. Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and 31. Petroleum--Petroleum, including crude oil or easements for access thereto, and such other lands any fraction thereof which is liquid at standard conditions furnished by Owner which are designated for the use of of temperature and pressure (60 degrees Fahrenheit and Contractor. 14.7 pounds per square inch absolute), such as oil, 43. Specifications That part of the Contract petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste Documents consisting of written requirements for materials, equipment,en to Wostan ands cerand and crude oils. workmanship as applied EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professioonnal Engineers for EJCDC. All rights reserved. e administrative requirements and procedural matters but is evidence that the parties expect that the change applicable thereto. ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order 44. Subcontractor--An individual or entity following negotiations by the parties as to its effect, if having a direct contract with Contractor or with any other any,on the Contract Price or Contract Times. Subcontractor for the performance of a part of the Work at the Site. 1.02 Terminology 45. Substantial Completion--The time at which A. The following words or terms are not defined the Work (or a specified part thereof) has progressed to but, when used in the Bidding Requirements or Contract the point where, in the opinion of Engineer, the Work(or Documents,have the following meaning. a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the B.Intent of Certain Terms or Adjectives purposes for which it is intended. The terms"substantially 1. The Contract Documents include the terms "as complete" and "substantially completed" as applied to all allowed," "as approved," "as ordered", "as directed" or or part of the Work refer to Substantial Completion terms of like effect or import to authorize an exercise of thereof. professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," 46. Successful Bidder--The Bidder submitting a "proper," "satisfactory," or adjectives of like effect or responsive Bid to whom Owner makes an award. import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise 47. Supplementary Conditions--That part of the of professional judgment, action or determination will be Contract Documents which amends or supplements these solely to evaluate, in general, the Work for compliance General Conditions. with the requirements of and information in the Contract Documents and conformance with the design concept of 48. Supplier--A manufacturer, fabricator, suppli- the completed Project as a functioning whole as shown or, er, distributor, materialman, or vendor having a direct indicated in the Contract Documents (unless there is a contract with Contractor or with any Subcontractor to specific statement indicating otherwise). The use of any furnish materials or equipment to be incorporated in the such term or adjective is not intended to and shall not be Work by Contractor or any Subcontractor. effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work or any 49. Underground Facilities--All underground duty or authority to undertake responsibility contrary to pipelines, conduits,ducts,cables, wires,manholes, vaults, the provisions of Paragraph 9.09 or any other provision of tanks, tunnels, or other such facilities or attachments, and the Contract Documents. any encasements containing such facilities, including those that convey electricity, gases, steam, liquid C.Day products, telephone or other communications, y cable television, water, wastewater, storm water, other liquids or chemicals,or traffic or other controls stems. 1• The word "day" means a calendar day Y of 24 hours measured from midnight to the next midnight. 50. Unit Price Work--Work to be paid for on the D. Defective basis of unit prices. 1. The word "defective," when modifying the 51. Work--The entire construction or the various word "Work," refers to Work that is unsatisfactory, separately identifiable parts thereof required to be faulty,or deficient in that it: provided under the Contract Documents. Work includes and is the result of performing or providing all labor, a. does not conform to the Contract Documents, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating or all materials and equipment into such construction, all as b. does not meet the requirements of any required by the Contract Documents. applicable inspection, reference standard, test, or 52. Work Change Directive--A written statement approval referred to in the Contract Documents, or to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by c. has been damaged prior to Engineer's - Engineer ordering an addition, deletion, or revision in the Work,or responding to differing or unforeseen subsurface recommendation of final payment (unless responsibility for the protection thereof has been or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive assumed by Owner at Substantial 14.0 al Com05). in g accordance with Paragraph 14.04 or 14.05). will not change the Contract Price or the Contract Times EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-8 or,if a Notice to Proceed is given,on the day indicated i E. Furnish, Install, Perform, Provide the Notice to Proceed. A Notice to Proceed may given 1. The word "furnish," when used in connection at any time within 30 days after the Effective Date of the A reement. In no event will the Contract Times com- mence to run later than the sixtieth day after the day of with services, materials, or equipment, shall mean to g supply and deliver said services, materials, or equipment Bid opening or the thirtieth day after the Effective Date of to the Site(or some other specified location)ready for use the Agreement,whichever date is earlier. or installation and in usable or operable condition. 2. The word "install," when used in connection 2.04 Starting the Work ■ with services, materials, or equipment, shall mean to put A. Contractor shall start to perform the Work on into use or place in final position said services, materials, the date when the Contract Times commence to run. No or equipment complete and ready for intended use. Work shall be done at the Site prior to the date on which " rovide," when used the Contract Times commence to run. 3.The words"perform" or p in connection with services,materials,or equipment, shall 2 05 Before Starting Construction mean to furnish and install said services, materials; or A. Preliminary Schedules: Within 10 days after equipment complete and ready for intended use. erform," or"pro- the Effective Date of the Agreement (unless otherwise 4. When"furnish," "install," "p specified in the General Requirements), Contractor shall vide"is not used in connection with services,materials,or submit to Engineer for timely review: equipment in a context clearly requiring an obligation of 1. a preliminary Progress Schedule; indicating Contractor,"provide"is implied. Unless stated otherwise in the Contract Docu- the times (numbers of days or dates) for starting and F. completing the various stages of the Work, including any ments, words or phrases which have a well-known es specified in the Contract Documents; technical or construction industry or trade meaning are Milestones a preliminary Schedule of Submittals;and used in the Contract Documents in accordance with such recognized meaning. 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which ARTICLE 2-PRELIMINARY MATTERS when added together equal the Contract Price and subdi- vides the Work into component parts in sufficient t detail tail to serve as the basis for progress payments 2.01 Delivery of Bonds and Evidence of Insurance performance of the Work. Such prices will include applicable to appropriate amount of overhead and profit app A. When Contractor delivers the executed each item of Work. it counterparts of the Agreement to Owner,Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. 2.06 Preconstruction Conference A. Before any Work at the Site is started, a B. Evidence of Insurance: Before any Work at conference attended by Owner,Contractor,Engineer, and the Site is started, Contractor and Owner shall each others as appropriate will be held to establish a working understanding among the parties to establish to the Work working to deliver to the other,with copies to each additional insured insurance in the Sher evidence of insurance certificates of discuss the schedules referred to in Paragraph and other insurance (and other evidence of my reasonably which either procedures for handling Shop Drawings submittals, processing Applications for Payment, and which them or any additional nwnerred pct re y are required request) which Contractor and Owner respectively are required to maintaining required records. purchase and maintain in accordance with Article 5. 2,07 Initial Acceptance of Schedules 2,02 Copies of Documents to ten A. At least 10 days before submission of the first A. Owner copies of to Contractor up Application for Payment a conference tten attended be printed or hard copies of the Drawings and Project Contractor, Engineer, and others as appropriate held to review for acceptability to as Engineer provided w lbe Mahe cost t Additional reprol uopies will be furnished upon request below the review for acceptability submitted in accordance with at the cost of reproduction. Paragraph 2.05.A. Contractor shall have an additional 10 2.03 Commencement of Contract Times; Notice to days to make corrections and adjustments and to complete Proceed and resubmit the schedules.No progress payment shall be made to Contractor until acceptable schedules are A. The Contract Times will commence to run on submitted to Engineer. the thirtieth day after the Effective Date of the Agreement EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional al Engineers for EJCDC. All rights reserved. responsibilities of Owner, Contractor, or Engineer, or any 1. The Progress Schedule will be acceptable to of their subcontractors, consultants, agents, or employees Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acce tance from those set forth in the Contract Documents. No such P provision or instruction shall be effective to assign to will impose Progress not Scheduleon, for Engineer sequencingresponsibility, schedulin for the r o Owner, or Engineer, or any of, their Related Entities, any progress of the Work nor interfere with or relieve duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake respon- Contractor from Contractor's full responsibility therefor. sibility inconsistent with the provisions of the Contract 2. Contractor's Schedule of Submittals will be Documents. acceptable to Engineer if it provides a workable arrangement for reviewing and 3.03 Reporting and Resolving Discrepancies g processing the required submittals. A.Reporting Discrepancies 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it 1• Contractor's Review of Contract Documents Before Starting Work:Before undertaking each part of the provides a reasonable allocation of the Contract Price to Work, Contractor shall carefully study and compare the component parts of the Work. Contract Documents and check and verify pertinent figures therein and all applicable field measurements. ARTICLE 3-CONTRACT DOCUMENTS: INTENT, Contractor shall promptly report in writing to Engineer AMENDING,REUSE any conflict, error, ambiguity, or discrepancy which Contractor may discover and shall obtain a written interpretation or clarification from Engineer before 3.01 Intent proceeding with any Work affected thereby. 2. Cntractor's Reviw of Contract Documents A. The Contract Documents are complementary; During Performance of Work:e If, during the performance what is required by one is as binding as if required by all. of the Work, Contractor discovers any conflict, error, B. It is the intent of the Contract Documents to ombiguity, or discrepancy within the Contract Documents between the Contract of describe a functionally complete Project (or part thereof) any LaworRegula Regulation applicable tto the aper ormancce of to be constructed in accordance with the Contract Docu- the Work or of any standard, specification, manual or ments. Any labor, documentation, services, materials, or code, or of any instruction of any Supplier, Contractor equipment that may reasonably be inferred from the shall promptly report it to Engineer in writing. Contractor Contract Documents or from prevailing custom or trade shall not proceed with the Work affected thereby (except usage as being required to produce the intended result will in an emergency as required by Paragraph 6.16.A)xuntil be provided whether or not specifically called for at no an amendment or supplement to the Contract Documents additional cost to Owner. has been issued by one of the methods indicated in C. Clarifications and interpretations of the Paragraph 3.04. Contract Documents shall be issued by Engineer as 3.Contractor shall not be liable to Owner or provided in Article 9. Engineer for failure to report any conflict, error, ambigu- ity, or discrepancy in the Contract Documents unless 3.02 Reference Standards Contractor knew or reasonably should have known A. Standards, Specifications, Codes, Laws, and thereof. Regulations B.Resolving Discrepancies 1. Reference to standards, specifications, 1.Except as may be manuals, or codes of any technical society, organization, in the Contract Documents, the provi ions of the lContract or association, or to Laws or Regulations, whether such Documents shall take precedence in resolving any it reference be specific or by implication, shall mean the conflict, error, ambiguity, or discrepancy between the standard, specification, manual,code, or Laws or Regula- provisions of the Contract Documents and: tions in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), a. the provisions of any standard, specification, except as may be otherwise specifically stated in the Contract Documents. manual, code, or instruction (whether or not specifically incorporated by reference in the 2. No provision of any such standard, Contract Documents);or specification, manual or code, or any instruction of a Supplier shall be effective to change the duties or b. the provisions of any Laws or Regulations EJCDC C-700 Standard General Conditions of the Construction eContr the performance of the Work Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-10 I P (unless such an interpretation of the provisions sole risk. If there is a discrepancy between the electronic I of files and the hard copies,the hard copies govern. the Contract Documents would result in viola- tion lion of such Law or Regulation). B. Because data stored in electronic media 3.04 Amending and Supplementing Contract format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the i Documents party receiving electronic files agrees that it will perform A. The Contract Documents may be amended to acceptance tests or procedures within 60 days,after which provide for additions,deletions,and revisions in the Work the receiving party shall be deemed to have accepted the or to modify the terms and conditions thereof by either a day thus acceptance transferred. Any errors be detected corrected d within by 60- Order or a Work Change Directive. Change transferring party.. the B. The requirements of the Contract Documents C. When transferring documents in electronic may be supplemented, and minor variations and party makes no deviations in the Work may be authorized,by one or more r media representations as to long term compatibility, usability,or of the following ways: readability of documents resulting from the use of software application packages, operating systems, or 1. A Field Order; computer hardware differing from those used by the. 1 2. Engineer's approval of a Shop Drawing or data's creator. Sample; (Subject to the provisions of Paragraph 6.17.D.3);or ARTICLE 4 AVAILABILITY OF LANDS; 3. Engineer's written interpretation or SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; clarification. REFERENCE POINTS 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier 4.01 Availability of Lands or other individual or entity performing or furnishing all A. Owner shall furnish the Site. Owner shall - of the Work under a direct or indirect contract with Contractor,shall not: notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the 1. have or acquire any title to or ownership Site with which Contractor must comply in performing rights in any of the DrawingSpecifications,ar by or for Work. forwill Pe�manent structures manner permanent other documents (or copies of any thereof)p re prepared bearing the seal of Engineer or Engineer's consultants, unable sti agree facilities. If tiemen Con ractor the"Owner are including electronic media editions;or extent, if any, of any adjustment in the Contract Price or 2. reuse any t such copies reof on extensions Owner's furnishing the Site or a part ithe thereof, Contractor other documents, or copies th of the Project or any other project without written verifieat on 10.05. may make a Claim therefor as provided in Paragraph of Owner and Engineer and specific written or adaption by Engineer. B.Upon reasonable written request, Owner shall B. The prohibition of this Paragraph 3.05 will furnish and legal Contractor statement upon ewh ch the survive final payment, or termination of the Contract. title g al description of the Nothing herein shall preclude Contractor from copies of the Contract Documents for record purposes. Wor i s t performed o ner's interest c for giving notice of therein mechanic's or construction lien against such lands in accordance with 3.06 Electronic Data applicable Laws and Regulations. A. Copies of data furnished by Owner or C. Contractor shall provide for all additional Engineer to Contractor or Contractor to itOd to the temporary construction r facilities or may torage rofumater materials 11 Engineer that may be relied upon are printed copies (also known as hard copies). Files in and equipment. electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Pro es o a ll Engineers for EJCDC. All rights reserved. s 4.02 Subsurface and Physical Conditions 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally A. Reports and Drawings: The Supplementary recognized as inherent in work of the character provided Conditions identify: for in the Contract Documents; 1. those reports of explorations and tests of then Contractor shall, promptly after becoming aware subsurface conditions at or contiguous to the Site that thereof and before further disturbing the subsurface or Engineer has used in preparing the Contract Documents; physical conditions or performing any Work in connec- and tion therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writing 2. those drawings of physical conditions in or about such condition. Contractor shall not further disturb relating to existing surface or subsurface structures at or such condition or perform any Work in connection contiguous to the Site (except Underground Facilities) therewith (except as aforesaid) until receipt of written that Engineer has used in preparing the Contract order to do so. Documents. B. Engineer's Review: After receipt of written B. Limited Reliance by Contractor on Technical notice as required by Paragraph 4.03.A, Engineer will Data Authorized: Contractor may rely upon the general promptly review the pertinent condition, determine the accuracy of the "technical data"contained in such reports necessity of Owner's obtaining additional exploration or and drawings, but such reports and drawings are not tests with respect thereto, and advise Owner in writing Contract Documents. Such "technical data" is identified (with a copy to Contractor) of Engineer's findings and in the Supplementary Conditions.Except for such reliance conclusions. on such "technical data,"Contractor may not rely upon or make any claim against Owner or Engineer, or any of C.Possible Price and Times Adjustments their Related Entities with respect to: 1. Price or 1. the completeness of such reports and drawings both, will eh equitably adjusted toe then extent th is the, or for Contractor's purposes, including, but not limited to, existence of such differing subsurface or physical any aspects of the means, methods, techniques, condition causes an increase or decrease in Contractor's sequences,and procedures of construction to be employed cost of, or time required for, performance of the Work; by Contractor, and safety precautions and programs subject,however,to the following: incident thereto;or a. such condition must meet any one or more of 2. other data, interpretations, opinions, and the categories described in Paragraph 4.03.A; information contained in such reports or shown or and indicated in such drawings;or b. with respect to Work that is paid for on a Unit 3. any Contractor interpretation of or conclusion Price Basis, any adjustment in Contract Price drawn from any "technical data" or any such other data, will be subject to the provisions of Paragraphs interpretations,opinions,or information. 9.07 and 11.03. 4.03 Differing Subsurface or Physical Conditions 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: A.Notice: If Contractor believes that any subsur- face or physical condition at or contiguous to the Site that a. Contractor knew of the existence of such is uncovered or revealed either: conditions at the time Contractor made a final commitment to Owner with respect to Contract 1. is of such a nature as to establish that any Price and Contract Times by the submission of a "technical data"on which Contractor is entitled to rely as Bid or becoming bound under a negotiated provided in Paragraph 4.02 is materially inaccurate;or contract;or 2. is of such a nature as to require a change in the b. the existence of such condition could Contract Documents;or reasonably have been discovered or revealed as a 3. differs materially from that shown or indicated result of any examination, investigation, explo- ration, test, or study of the Site and contiguous in the Contract Documents;or areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment;or 1 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-12 Ic. Contractor failed to give the written notice as promptly review the Underground Facility and determine g required by Paragraph 4.03.A. the extent, if any, to which a change is required in the Contract Documents to reflect and document the 3. If Owner and Contractor are unable to agree consequences of the existence or location of the Under- on entitlement to or on the amount or extent, if any, of ground Facility. During such time, Contractor shall be any adjustment in the Contract Price or Contract Times, responsible for the safety and protection of such or both, a Claim may be made therefor as provided in Underground Facility. Paragraph 10.05. However, Owner and Engineer, and any 2. If En ineer concludes that a change in the of their Related Entities shall not be liable to Contractor g for any claims, costs, losses, or damages (including but Contract Documents is required, a Work Change not limited to all fees and charges of engineers, architects, Directive or a Change Order will be issued to reflect and attorneys, and other professionals and all court or document such consequences. An equitable adjustment arbitration or other dispute resolution costs) sustained by shall be made in the Contract Price or Contract Contractor on or in connection with any other project or both, to the extent that they are attributable to Times, or the anticipated project. existence or location of any Underground Facility that was not shown or indicated or not shown or indicated 4.04 Underground Facilities with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably A. Shown or Indicated:The information and data have been expected to be aware of or to have anticipated. shown or indicated in the Contract Documents with If Owner and Contractor are unable to agree on respect to existing Underground Facilities at or entitlement to or on the amount or extent, if any, of any contiguous to the Site is based on information and data such adjustment in Contract Price or Contract Times, furnished to Owner or Engineer by the owners of such Owner or Contractor may make a Claim therefor as Underground Facilities, including Owner, or by others. provided in Paragraph 10.05. Unless it is otherwise expressly provided in the Sup- plementary Conditions: 4.05 Reference Points 1. Owner and Engineer shall not be responsible A. Owner shall provide engineering surveys to for the accuracy or completeness of any such information establish reference points for construction which in I or data;and Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible 2. the cost of all of the following will be for laying out the Work, shall protect and preserve the included in the Contract Price, and Contractor shall have established reference points and property monuments,and I full responsibility for: shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to a. reviewing and checking all such information Engineer whenever any reference point or property and data, monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and b. locating all Underground Facilities shown or shall be responsible for the accurate replacement or indicated in the Contract Documents, relocation of such reference points or property monuments by professionally qualified personnel. • c. coordination of the Work with the owners of such Underground Facilities, including Owner, 4.06 Hazardous Environmental Condition at Site during construction,and A. Reports and Drawings: Reference is made to d. the safety and protection of all such Under- the Supplementary Conditions for the identification of ground Facilities and repairing any damage those reports and drawings relating to a Hazardous thereto resulting from the Work. Environmental Condition identified at the Site,if any,that have been utilized by the Engineer in the preparation of B.Not Shown or Indicated the Contract Documents. 1. If an Underground Facility is uncovered or B. Limited Reliance by Contractor on Technical revealed at or contiguous to the Site which was not shown Data Authorized: Contractor may rely upon the general or indicated, or not shown or indicated with reasonable accuracy of the "technical data" contained in such reports accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified disturbing conditions affected thereby or performing any in the Supplementary Conditions.Except for such reliance Work in connection therewith (except in an emergency as on such"technical data,"Contractor may not rely upon or required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that make any claim against Owner or Engineer, or any of their Related Entities with respect to: owner and to Owner and Engineer. Engineer will EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-13 1. the completeness of such reports and drawings entitlement to or on the amount or extent, if any, of an for Contractor's purposes, including, but not limited to, adjustment in Contract Price or Contract Times as a result any aspects of the means, methods, techniques, sequences of deleting such portion of the Work, then either party and procedures of construction to be employed by may make a Claim therefor as provided in Paragraph Contractor and safety precautions and programs incident 10.05. Owner may have such deleted portion of the Work thereto;or performed by Owner's own forces or others in accordance with Article 7. 2. other data, interpretations, opinions and information contained in such reports or shown or G. To the fullest extent permitted by Laws and indicated in such drawings;or Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the 3. any Contractor interpretation of or conclusion officers, directors, partners, employees, agents, drawn from any "technical data" or any such other data, consultants, and subcontractors of each and any of them interpretations,opinions or information. from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of C. Contractor shall not be responsible for any engineers, architects, attorneys, and other professionals Hazardous Environmental Condition uncovered or re- and all court or arbitration or other dispute resolution vealed at the Site which was not shown or indicated in costs) arising out of or relating to a Hazardous Drawings or Specifications or identified in the Contract Environmental Condition, provided that such Hazardous Documents to be within the scope of the Work. Environmental Condition: (i) was not shown or indicated Contractor shall be responsible for a Hazardous in the Drawings or Specifications or identified in the Environmental Condition created with any materials Contract Documents to be included within the scope of brought to the Site by Contractor, Subcontractors, the Work, and (ii) was not created by Contractor or by Suppliers, or anyone else for whom Contractor is anyone for whom Contractor is responsible. Nothing in responsible. this Paragraph 4.06. G shall obligate Owner to indemnify any individual or entity from and against the conse- D. If Contractor encounters a Hazardous quences of that individual's or entity's own negligence. Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous H. To the fullest extent permitted by Laws and Environmental Condition, Contractor shall immediately: Regulations, Contractor shall indemnify and hold (i) secure or otherwise isolate such condition; (ii) stop all harmless Owner and Engineer, and the officers,directors, Work in connection with such condition and in any area partners, employees, agents, consultants, and affected thereby (except in an emergency as required by subcontractors of each and any of them from and against Paragraph 6.16.A); and (iii) notify Owner and Engineer all claims, costs, losses, and damages (including but not (and promptly thereafter confirm such notice in writing). limited to all fees and charges of engineers, architects, Owner shall promptly consult with Engineer concerning attorneys, and other professionals and all court or the necessity for Owner to retain a qualified expert to arbitration or other dispute resolution costs) arising out of evaluate such condition or take corrective action, if any. or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor E. Contractor shall not be required to resume is responsible. Nothing in this Paragraph 4.06.H shall Work in connection with such condition or in any affected obligate Contractor to indemnify any individual or entity area until after Owner has obtained any required permits from and against the consequences of that individual's or related thereto and delivered to Contractor written notice: entity's own negligence. (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or I. The provisions of Paragraphs 4.02, 4.03, and (ii) specifying any special conditions under which such 4.04 do not apply to a Hazardous Environmental Work may be resumed safely. If Owner and Contractor Condition uncovered or revealed at the Site. cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stop- ARTICLE 5 -BONDS AND INSURANCE page or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. 5.01 Performance, Payment, and Other Bonds F. If after receipt of such written notice A. Contractor shall furnish performance and Contractor does not agree to resume such Work based on payment bonds, each in an amount at least equal to the a reasonable belief it is unsafe, or does not agree to Contract Price as security for the faithful performance and resume such Work under such special conditions, then payment of all of Contractor's obligations under the Owner may order the portion of the Work that is in the Contract Documents. These bonds shall remain in effect area affected by such condition to be deleted from the until one year after the date when final payment becomes Work. If Owner and Contractor cannot agree as to due or until completion of the correction period specified EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright CO 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-14 07 whichever is later,except as provided from claims set forth below which may arise out of or in Paragraph 13 , I III otherwise by Laws or Regulations or by the Contract result from Contractor's performance of the Work and 1 Documents. Contractor shall also furnish such other Contractor's other obligations under the Contract bonds as are required by the Contract Documents. Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or B. All bonds shall be in the form prescribed by indirectly employed by any of them to perform any of the the Contract Documents except as provided otherwise by Work, or by anyone for whose acts any of them may be Laws or Regulations, and shall be executed by such liable: sureties as are named in the current list of "Companies 1. claims under workers' compensation, Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Compa- nies" as published in Circular 570 (amended) by the acts; Financial Management Service,Surety Bond Branch,U.S. 2. claims for damages because of bodily injury, Department of the Treasury. All bonds signed by an agent must be accompanied by a certified copy of the agent's occupational sickness or disease, or death of Contractor's authority to act. employees; C. If the surety on any bond furnished by 3. claims for damages because of bodily injury, Contractor is declared bankrupt or becomes insolvent or sickness or disease, or death of any person other than its right to do business is terminated in any state where Contractor's employees; any part of the Project is located or it ceases to meet the 4. claims for damages insured by reasonably requirements of Paragraph 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 available personal injury liability coverage which are sus days after the event giving rise to such notification, sus- tained: provide another bond and surety, both of which shall a.b an person as a result of an offense directly comply with the requirements of Paragraphs 5.01.B and or indirectly related to the employment of such 5.02. i . person by Contractor,or 5.02 Licensed Sureties and Insurers b.by any other person for any other reason; I _ A. All bonds and insurance required by the 5, claims for damages, other than to the Work III Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or itself, because of injury to or destruction of tangible insurance companies that are duly licensed or authorized property wherever located, including loss of use resulting in the jurisdiction in which the Project is located to issue therefrom;and bonds or insurance policies for the limits and coverages 6.claims for damages because of bodily injury or so required. Such surety and insurance companies shall also meet such additional requirements and qualifications death of any person or property damage arising out of the as may be provided in the Supplementary Conditions. ownership,maintenance orat use of any motor vehicle. 5.03 Certificates of Insurance B. The policies of insurance required by this Paragraph 5.04 shall: A.Contractor shall deliver to Owner,with copies 1 with respect to insurance required by to each additional insured identified in the Supplementary p 1 Conditions, certificates of insurance (and other evidence Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include of insurance requested by Owner or any other additional as additional insured (subject to any customary exclusion insured) which Contractor is required to purchase and regarding professional liability) Owner and Engineer, and maintain. any other individuals or entities identified in the Supple- mentary Conditions, all of whom shall be listed as addi- tional Owner shall deliver to Contractor,with copies tional insureds, and include coverage for the respective to each additional insured identified in the Supplementary officers, directors, partners, employees, agents, Conditions, certificates of insurance (and other evidence consultants and subcontractors of each and any of all such of insurance requested by Contractor or any other additional insureds, and the insurance afforded to these additional insured) which Owner is required to purchase additional insureds shall provide primary coverage for all and maintain. claims covered thereby; 5.04 Contractor's Liability Insurance 2. include at least the specific coverages and be written for not less than the limits of liability provided in A. Contractor shall purchase and maintain such the Supplementary Conditions or required by Laws or liability and other insurance as is appropriate for the Regulations, whichever is greater; Work being performed and as will provide protection EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-15 3. include completed operations insurance; 2. be written on a Builder's Risk "all-risk" or open peril or special causes of loss policy form that shall 4. include contractual liability insurance at least include insurance for physical loss or damage to covering Contractor's indemnity obligations under the Work, temporary buildings, false work, and materials Paragraphs 6.11 and 6.20; and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, 5. contain a provision or endorsement that the extended coverage, theft, vandalism and malicious coverage afforded will not be canceled, materially mischief, earthquake, collapse, debris removal, changed or renewal refused until at least 30 days prior demolition occasioned by enforcement of Laws and written notice has been given to Owner and Contractor Regulations, water damage, (other than caused by flood) and to each other additional insured identified in the and such other perils or causes of loss as may be specifi- Supplementary Conditions to whom a certificate of cally required by the Supplementary Conditions; insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to 3. include expenses incurred in the repair or Paragraph 5.03 will so provide); replacement of any insured property (including but not limited to fees and charges of engineers and architects); 6. remain in effect at least until final payment and at all times thereafter when Contractor may be 4. cover materials and equipment stored at the correcting, removing, or replacing defective Work in Site or at another location that was agreed to in writing by accordance with Paragraph 13.07;and Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in 7. with respect to completed operations insur- an Application for Payment recommended by Engineer; ance, and any insurance coverage written on a claims- made basis, remain in effect for at least two years after 5. allow for partial utilization of the Work by final payment. Owner; a. Contractor shall furnish Owner and each other 6. include testing and startup;and additional insured identified in the Supple- mentary Conditions, to whom a certificate of 7. be maintained in effect until final payment is insurance has been issued, evidence satisfactory made unless otherwise agreed to in writing by Owner, to Owner and any such additional insured of Contractor, and Engineer with 30 days written notice to continuation of such insurance at final payment each other additional insured to whom a certificate of and one year thereafter. insurance has been issued. 5.05 Owner's Liability Insurance B. Owner shall purchase and maintain such boiler and machinery insurance or additional property A. In addition to the insurance required to be insurance as may be required by the Supplementary provided by Contractor under Paragraph 5.04, Owner, at Conditions or Laws and Regulations which will include Owner's option, may purchase and maintain at Owner's the interests of Owner, Contractor, Subcontractors, and expense Owner's own liability insurance as will protect Engineer, and any other individuals or entities identified Owner against claims which may arise from operations in the Supplementary Conditions, and the officers, under the Contract Documents. directors, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is 5.06 Property Insurance deemed to have an insurable interest and shall be listed as an insured or additional insured. A. Unless otherwise provided in the Supple- mentary Conditions, Owner shall purchase and maintain C. All the policies of insurance (and the certifi- property insurance upon the Work at the Site in the cates or other evidence thereof) required to be purchased amount of the full replacement cost thereof (subject to and maintained in accordance with Paragraph 5.06 will such deductible amounts as may be provided in the contain a provision or endorsement that the coverage Supplementary Conditions or required by Laws and afforded will not be canceled or materially changed or Regulations).This insurance shall: renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other 1. include the interests of Owner, Contractor, additional insured to whom a certificate of insurance has Subcontractors, and Engineer, and any other individuals been issued and will contain waiver provisions in accor- or entities identified in the Supplementary Conditions, dance with Paragraph 5.07. and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them, D. Owner shall not be responsible for purchasing each of whom is deemed to have an insurable interest and and maintaining any property insurance specified in this shall be listed as an insured or additional insured; Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the Work to the extent of any EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-16 , I deductible amounts that are identified in the Supple- 1. loss due to business interruption, loss of use, mentary Conditions. The risk of loss within such or other consequential loss extending beyond direct identified deductible amount will be borne by Contractor, physical loss or damage to Owner's property or the Work Subcontractors, or others suffering any such loss, and if caused by, arising out of, or resulting from fire or other any of them wishes property insurance coverage within perils whether or not insured by Owner;and I the limits of such amounts, each may purchase and 2, loss or damage to the completed Project or maintain it at the purchaser's own expense. part thereof caused by, arising out of, or resulting from E. If Contractor requests in writing that other fire or other insured peril or cause of loss covered by any special insurance be included in the property insurance property insurance maintained on the completed Project policies provided under Paragraph 5.06, Owner shall, if or part thereof by Owner during partial utilization possible, include such insurance, and the cost thereof will pursuant to Paragraph 14.05,after Substantial Completion be charged to Contractor by appropriate Change Order. pursuant to Paragrarh 14.07 14.04, or after final payment Prior to commencement of the Work at the Site, Owner p g P shall in writing advise Contractor whether or not such C, An insurance policy maintained by Owner other insurance has been procured by Owner. y covering any loss, damage or consequential loss referred 5.07 Waiver of Rights to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Owner, Contractor, Subcontractors, and Engineer, and all Engineer, and the officers, directors,partners, employees, other individuals or entities identified in the Supple- mentary Conditions to be listed as insureds or additional th , consultants and subcontractors of each and any of em. insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of 5.08 Receipt and Application of Insurance Proceeds I them) in such policies and will provide primary coverage A. Any insured loss under the policies of for all losses and damages caused by the perils or causes Y of loss covered thereby. All such policies shall contain insurance required by Paragraph 5.06 will be adjusted provisions to the effect that in the event of payment of with Owner and made payable to Owner as fiduciary for I _ any loss or damage the insurers will have no rights of the insureds, as their interests may appear, subject to the recovery against any of the insureds or additional insureds requirements of any applicable mortgage clause and of thereunder. Owner and Contractor waive all rights against Paragraph 5.08.B. Owner shall deposit in a separate each other and their respective officers, directors, partners, employees, agents, consultants and account any money so received and shall distribute it in accordance with such agreement as the parties in interest subcontractors of each and any of them for all losses and may reach. If no other special agreement is reached, the damages caused by,arising out of or resulting from any of the perils or causes of loss covered by such policies and damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and any other property insurance applicable to the Work; and, the cost thereof covered by an appropriate Change Order. in addition, waive all such rights against Subcontractors, B. Owner as fiduciary shall have power to adjust I and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as and settle any loss with the insurers unless one of the insured or additional insured (and the officers, directors, parties in interest shall object in writing within 15 days partners, employees, agents, consultants and after the occurrence of loss to Owner's exercise of this subcontractors of each and any of them) under such power. If such objection be made, Owner as fiduciary policies for losses and damages so caused. None of the shall make settlement with the insurers in accordance with above waivers shall extend to the rights that any party such agreement as the parties in interest may reach. If no making such waiver may have to the proceeds of such agreement among the parties in interest is reached, insurance held by Owner as trustee or otherwise payable Owner as fiduciary shall adjust and settle the loss with the under any policy so issued. insurers and, if required in writing by any party in interest, Owner as fiduciary shall give bond for the proper B. Owner waives all rights against Contractor, performance of such duties. Subcontractors, and Engineer, and the officers, directors, partners, employees, agents, consultants and 5.09 Acceptance of Bonds and Insurance; Option to I subcontractors of each and any of them for: Replace A. If either Owner or Contractor has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-17 Documents, the objecting party shall so notify the other received from the superintendent shall be binding P bon party in writing within 10 days after receipt of the Contractor. certificates (or other evidence requested) required by Paragraph 2.01.B. Owner and Contractor shall each 6.02 Labor; Working Hours provide to the other such additional information in respect of insurance provided as the other may reasonably A. Contractor shall provide competent, suitably request. If either party does not purchase or maintain all qualified personnel to survey and lay out the Work and of the bonds and insurance required of such party by the perform construction as required by the Contract Docu- Contract Documents, such party shall notify the other ments. Contractor shall at all times maintain good disci- party in writing of such failure to purchase prior to the pline and order at the Site. start of the Work, or of such failure to maintain prior to any change in the required coverage.Without prejudice to B. Except as otherwise required for the safety or any other right or remedy, the other party may elect to protection of persons or the Work or property at the Site obtain equivalent bonds or insurance to protect such other or adjacent thereto, and except as otherwise stated in the party's interests at the expense of the party who was Contract Documents, all Work at the Site shall be required to provide such coverage, and a Change Order performed during regular working hours. Contractor will shall be issued to adjust the Contract Price accordingly. not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written 5.10 Partial Utilization, Acknowledgment of Property consent (which will not be unreasonably withheld) given Insurer after prior written notice to Engineer. A. If Owner finds it necessary to occupy or use a 6.03 Services,Materials, and Equipment portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph A. Unless otherwise specified in the Contract 14.05, no such use or occupancy shall commence before Documents, Contractor shall provide and assume full the insurers providing the property insurance pursuant to responsibility for all services, materials, equipment,labor, Paragraph 5.06 have acknowledged notice thereof and in transportation, construction equipment and machinery, writing effected any changes in coverage necessitated tools, appliances, fuel, power, light, heat, telephone, thereby. The insurers providing the property insurance water,sanitary facilities,temporary facilities,and all other shall consent by endorsement on the policy or policies, facilities and incidentals necessary for the performance, but the property insurance shall not be canceled or testing,start-up,and completion of the Work. permitted to lapse on account of any such partial use or occupancy. B. All materials and equipment incorporated into the Work shall be as specified or,if not specified, shall be of good quality and new, except as otherwise provided in ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, 6.01 Supervision and Superintendence Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and A. Contractor shall supervise, inspect, and direct quality of materials and equipment. the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as C. All materials and equipment shall be stored, may be necessary to perform the Work in accordance with applied, installed, connected, erected, protected, used, the Contract Documents. Contractor shall be solely cleaned, and conditioned in accordance with instructions responsible for the means, methods, techniques, of the applicable Supplier, except as otherwise may be sequences, and procedures of construction. Contractor provided in the Contract Documents. shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific 6.04 Progress Schedule means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly A. Contractor shall adhere to the Progress required by the Contract Documents. Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided B. At all times during the progress of the Work, below. Contractor shall assign a competent resident superin- tendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communications given to or EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-18 I 1. Contractor shall submit to Engineer for 2) it will conform substantially to the acceptance (to the extent indicated in Paragraph 2.07) detailed re uirements of the item named in the proposed adjustments in the Progress Schedule that will q not result in changing the Contract Times. Such adjust Contract Documents. ments will comply with any provisions of the General Re- quirements applicable thereto. 2. Substitute Items 2. Proposed adjustments in the Progress a. If in Engineer's sole discretion an item of Schedule that will change the Contract Times shall be material or equipment proposed by Contractor submitted in accordance with the requirements of Article does not qualify as an "or-equal" item under 12. Adjustments in Contract Times may only be made by Paragraph 6.05.A.1, it will be considered a a Change Order. proposed substitute item. 6.05 Substitutes and "Or-Equals" b. Contractor shall submit sufficient information as provided below to allow Engineer to A.Whenever an item of material or equipment is determine that the item of material or equipment specified or described in the Contract Documents by proposed is essentially equivalent to that named using the name of a proprietary item or the name of a and an acceptable substitute therefor. Requests for review of proposed substitute items of particular Supplier, the specification or description is material or equip ment will not be accepted by 1 intended to establish the type, function, appearance, and quality required. Unless the specification or description Engineer from anyone other than Contractor. contains or is followed by words reading that no like, equivalent, or "or equal" item or no substitution is c. The requirements for review by Engineer will be as set forth in Paragraph 6.05.A.2.d, as permitted, other items of material or equipment or supplemented in the General Requirements and material or equipment of other Suppliers may be pP submitted to Engineer for review under the circumstances as Engineer may decide is appropriate under the 1 described below. circumstances. 1. "Or-Equal" Items: If in Engineer's sole d. Contractor shall make written application to discretion an item of material or equipment proposed by Engineer for review of a proposed substitute item Contractor is functionally equal to that named and of material or equipment that Contractor seeks to sufficiently similar so that no change in related Work will furnish or use.The application: be required, it may be considered by Engineer as an 1) shall certif that the proposed substi I "or-equal"item,in which case review and approval of the ) y proposed item may, in Engineer's sole discretion, be tute item will: accomplished without compliance with some or all of the a erform ad uatel the functions and requirements for approval of proposed substitute items. achieve the results called for by the For the purposes of this Paragraph 6.05.A.1, a proposed general design, item of material or equipment will be considered g functionally equal to an item so named if: b) be similar in substance to that a. in the exercise of reasonable judgment specified,and Engineer determines that: c) be suited to the same use as that s ecified; 1) it is at least equal in materials of P construction, quality, durability, appearance, 2)will state: strength,and design characteristics; I2) it will reliably perform at least a) the extent, if any, to which the use of equally well the function and achieve the results the proposed substitute item will preju- imposed by the design concept of the completed dice Contractor's achievement of Project as a functioning whole, Substantial Completion on time; 3) it has a proven record of performance b) whether or not use of the proposed and availability of responsive service;and substitute item in the Work will require a change in any of the Contract Docu- b. Contractor certifies that, if approved and ments (or in the provisions of any other incorporated into the Work: direct contract with Owner for other work on the Project) to adapt the design 1) there will be no increase in cost to to the proposed substitute item;and the Owner or increase in Contract Times,and i EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-19 c) whether or not incorporation or use Documents uments (or in the provisions of any other direct of the proposed substitute item in con- contract with Owner) resulting from the acceptance of nection with the Work is subject to each proposed substitute. payment of any license fee or royalty; F. Contractor's Expense: Contractor shall 3) will identify: provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. a) all variations of the proposed substitute item from that specified,and 6.06 Concerning Subcontractors, Suppliers, and Others b) available engineering, sales, maintenance, repair, and replacement A. Contractor shall not employ any Subcon- services; tractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 4) and shall contain an itemized esti- 6.06.B), whether initially or as a replacement, against mate of all costs or credits that will result whom Owner may have reasonable objection. Contractor directly or indirectly from use of such substitute shall not be required to employ any Subcontractor, item, including costs of redesign and claims of Supplier, or other individual or entity to furnish or other contractors affected by any resulting perform any of the Work against whom Contractor has change, reasonable objection. B. Substitute Construction Methods or Proce- B. If the Supplementary Conditions require the dures: If a specific means, method, technique, sequence, identity of certain Subcontractors, Suppliers, or other or procedure of construction is expressly required by the individuals or entities to be submitted to Owner in Contract Documents, Contractor may furnish or utilize a advance for acceptance by Owner by a specified date substitute means, method, technique, sequence, or prior to the Effective Date of the Agreement, and if procedure of construction approved by Engineer. Contractor has submitted a list thereof in accordance with Contractor shall submit sufficient information to allow the Supplementary Conditions, Owner's acceptance Engineer, in Engineer's sole discretion, to determine that (either in writing or by failing to make written objection the substitute proposed is equivalent to that expressly thereto by the date indicated for acceptance or objection called for by the Contract Documents. The requirements in the Bidding Documents or the Contract Documents)of for review by Engineer will be similar to those provided any such Subcontractor, Supplier, or other individual or in Paragraph 6.05.A.2. entity so identified may be revoked on the basis of reason- able objection after due investigation. Contractor shall C. Engineer's Evaluation: Engineer will be submit an acceptable replacement for the rejected allowed a reasonable time within which to evaluate each Subcontractor, Supplier, or other individual or entity, and proposal or submittal made pursuant to Paragraphs 6.05.A the Contract Price will be adjusted by the difference in the and 6.05.B. Engineer may require Contractor to furnish cost occasioned by such replacement, and an appropriate additional data about the proposed substitute item. Change Order will be issued .No acceptance by Owner of Engineer will be the sole judge of acceptability. No "or any such Subcontractor, Supplier, or other individual or equal" or substitute will be ordered, installed or utilized entity, whether initially or as a replacement, shall consti- until Engineer's review is complete, which will be tute a waiver of any right of Owner or Engineer to reject evidenced by either a Change Order for a substitute or an defective Work. approved Shop Drawing for an "or equal." Engineer will advise Contractor in writing of any negative C. Contractor shall be fully responsible to Owner determination. and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or D. Special Guarantee: Owner may require entities performing or furnishing any of the Work just as Contractor to furnish at Contractor's expense a special Contractor is responsible for Contractor's own acts and performance guarantee or other surety with respect to any omissions.Nothing in the Contract Documents: substitute. 1. shall create for the benefit of any such E. Engineer's Cost Reimbursement: Engineer Subcontractor, Supplier, or other individual or entity any will record Engineer's costs in evaluating a substitute contractual relationship between Owner or Engineer and proposed or submitted by Contractor pursuant to any such Subcontractor, Supplier or other individual or Paragraphs 6.05.A.2 and 6.05.B Whether or not Engineer entity,nor approves a substitute item so proposed or submitted by Contractor, Contractor shall reimburse Owner for the 2. shall anything in the Contract Documents charges of Engineer for evaluating each such proposed create any obligation on the part of Owner or substitute. Contractor shall also reimburse Owner for the Engineer to pay or to see to the payment of any moneys charges of Engineer for making changes in the Contract due any such Subcontractor, Supplier, or other individual EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright CO 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-20 I. I or entity except as may otherwise be required by Laws B. To the fullest extent permitted by Laws and and Regulations. Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers,directors, D. Contractor shall be solely responsible for partners, employees, agents, consultants and scheduling and coordinating the Work of Subcontractors, subcontractors of each and any of them from and against Suppliers, and other individuals or entities performing or all claims, costs, losses, and damages (including but not furnishing any of the Work under a direct or indirect limited to all fees and charges of engineers, architects, contract with Contractor. attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of E. Contractor shall require all Subcontractors, or relating to any infringement of patent rights or Suppliers, and such other individuals or entities per- copyrights incident to the use in the performance of the forming or furnishing any of the Work to communicate Work or resulting from the incorporation in the Work of with Engineer through Contractor. any invention, design, process, product, or device not specified in the Contract Documents. F. The divisions and sections of the Specifica- tions and the identifications of any Drawings shall not 6.08 Permits control Contractor in dividing the Work among Subcon A. Unless otherwise provided in the Supple tractors or Suppliers or delineating the Work to be Supple- mentary Conditions, Contractor shall obtain and pay for performed by any specific trade. all construction permits and licenses. Owner shall assist G. All Work performed for Contractor by a Contractor, when necessary, in obtaining such permits Subcontractor or Supplier will be pursuant to an appro- and licenses. Contractor shall pay all governmental priate agreement between Contractor and the charges and inspection fees necessary for the prosecution 111 Subcontractor or Supplier which specifically binds the of the Work which are applicable at the time of opening Subcontractor or Supplier to the applicable terms and of Bids, or, if there are no Bids, on the Effective Date of conditions of the Contract Documents for the benefit of the Agreement. Owner shall pay all charges of utility Owner and Engineer. Whenever any such agreement is owners for connections for providing permanent service with a Subcontractor or Supplier who is listed as an to the Work. additional insured on the property insurance provided in Paragraph 5.06, the agreement between the Contractor 6.09 Laws and Regulations I - and the Subcontractor or Supplier will contain provisions A. Contractor shall give all notices required by whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, and Engineer„ and all other and shall comply with all Laws and Regulations applica- individuals or entities identified in the Supplementary ble to the performance of the Work. Except where Conditions to be listed as insureds or additional insureds otherwise expressly required by applicable Laws and (and the officers, directors, partners, employees, agents, Regulations,for monitoring Owner nor shall wbe consultants and subcontractors of each and any of them) responsible for all losses and damages caused by, arising out of, any Laws or Regulations. relating to,or resulting from any of the perils or causes of B. If Contractor performs any Work knowing or loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any having reason to know that it is contrary to Laws or such policies require separate waiver forms to be signed Regulations, Contractor shall bear all claims, costs, by any Subcontractor or Supplier, Contractor will obtain losses, and damages (including but not limited to all fees the same. and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute 6.07 Patent Fees and Royalties resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's primary A. Contractor shall pay all license fees and responsibility to make certain that the Specifications and royalties and assume all costs incident to the use in the Drawings are in accordance with Laws and Regulations, performance of the Work or the incorporation in the Work but this shall not relieve Contractor of Contractor's of any invention, design, process, product, or device obligations under Paragraph 3.03. which is the subject of patent rights or copyrights held by C.Changes in Laws or Regulations not known at others. If a particular invention, design, process, product, b or device is specified in the Contract Documents for use the time of opening of Bids (or, on the Effective Date of in the performance of the Work and if to the actual the Agreement if there were no Bids) having an effect on knowledge of Owner or Engineer its use is subject to the cost or time of performance of the Work shall be the patent rights or copyrights calling for the payment of any subject of an adjustment in Contract Price or Contract license fee or royalty to others, the existence of such Times. If Owner and Contractor are unable to agree on rights shall be disclosed by Owner in the Contract entitlement to or on the amount or extent, if any, of any Documents. such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-21 D. Loading Structures: Contractor shall not load 6.10 Taxes nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall A. Contractor shall pay all sales, consumer, use, Contractor subject any part of the Work or adjacent and other similar taxes required to be paid by Contractor property to stresses or pressures that will endanger it. in accordance with the Laws and Regulations of the place of the Project which are applicable during the 6.12 Record Documents performance of the Work. A. Contractor shall maintain in a safe place at the 6.11 Use of Site and Other Areas Site one record copy of all Drawings, Specifications, Addenda, Change Orders,Work Change Directives, Field A.Limitation on Use of Site and Other Areas Orders, and written interpretations and clarifications in good order and annotated to show changes made during 1. Contractor shall confine construction equip- construction. These record documents together with all ment, the storage of materials and equipment, and the approved Samples and a counterpart of all approved Shop operations of workers to the Site and other areas Drawings will be available to Engineer for reference. permitted by Laws and Regulations, and shall not Upon completion of the Work, these record documents, unreasonably encumber the Site and other areas with Samples, and Shop Drawings will be delivered to Engi- construction equipment or other materials or equipment. neer for Owner. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or 6.13 Safety and Protection occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precau- 2. Should any claim be made by any such owner tions and programs in connection with the Work. or occupant because of the performance of the Work, Contractor shall take all necessary precautions for the Contractor shall promptly settle with such other party by safety of, and shall provide the necessary protection to negotiation or otherwise resolve the claim by arbitration prevent damage,injury or loss to: or other dispute resolution proceeding or at law. 1. all persons on the Site or who may be affected 3. To the fullest extent permitted by Laws and by the Work; Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, 2. all the Work and materials and equipment to partners, employees, agents, consultants and be incorporated therein, whether in storage on or off the subcontractors of each and any of them from and against Site;and all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, 3. other property at the Site or adjacent thereto, attorneys, and other professionals and all court or including trees, shrubs, lawns, walks, pavements, arbitration or other dispute resolution costs) arising out of roadways, structures, utilities, and Underground Facilities or relating to any claim or action, legal or equitable, not designated for removal, relocation, or replacement in brought by any such owner or occupant against Owner, the course of construction. Engineer, or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance B. Contractor shall comply with all applicable of the Work. Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from B.Removal of Debris During Performance of the damage, injury, or loss; and shall erect and maintain all Work: During the progress of the Work Contractor shall necessary safeguards for such safety and protection. keep the Site and other areas free from accumulations of Contractor shall notify owners of adjacent property and of waste materials, rubbish, and other debris. Removal and Underground Facilities and other utility owners when disposal of such waste materials,rubbish, and other debris prosecution of the Work may affect them, and shall shall conform to applicable Laws and Regulations. cooperate with them in the protection, removal, relocation, and replacement of their property. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work C. All damage, injury, or loss to any property and make it ready for utilization by Owner. At the corn- referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, pletion of the Work Contractor shall remove from the Site directly or indirectly, in whole or in part, by Contractor, all tools, appliances, construction equipment and any Subcontractor, Supplier, or any other individual or machinery, and surplus materials and shall restore to entity directly or indirectly employed by any of them to original condition all property not designated for perform any of the Work,or anyone for whose acts any of alteration by the Contract Documents. them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Draw- EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-22 ' b. Data shown on the Shop Drawings will be ings or Specifications or to the acts or omissions of lete with respect to quantities, dimensions,p Owner or Engineer or , or anyone employed by any of s comp erformance and design criteria, them, or anyone for whose acts any of them may be P liable, and not attributable, directly or indirectly,in whole materials, and similar data to show Engineer the services, materials, and equipment Contractor or in part, to the fault or negligence of Contractor or any ro to provide and to enable Engineer to I Subcontractor, Supplier, or other individual or entity proposes P directly or indirectly employed by any of them). review the information for the limited purposes required by Paragraph 6.17.D. D. Contractor's duties and responsibilities for II safety and for protection of the Work shall continue until 2. Samples: Contractor shall also submit such time as all the Work is completed and Engineer has Samples to Engineer for review and approval in accor- issued a notice to Owner and Contractor in accordance dance with the acceptable schedule of Shop Drawings and with Paragraph 14.07.B that the Work is acceptable Sample submittals. (except as otherwise expressly provided in connection a. Submit number of Samples specified in the with Substantial Completion). Specifications. 6.14 Safety Representative b. Clearly identify each Sample as to material, A. Contractor shall designate a qualified and Supplier,pertinent data such as catalog numbers, the use for which intended and other data as experienced safety representative at the Site whose duties may require to enable Engineer to and responsibilities shall be the prevention of accidents Engineer y re q review the submittal for the limited purposes and the maintaining and supervising of safety precautions required by Paragraph 6.17.D. and programs. 6.15 Hazard Communication Programs B.Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals A. Contractor shall be responsible for coordi- nating any related Work performed prior to Engineer's review any exchange of material safety data sheets or and approval of the pertinent submittal will be at the sole i _ other hazard communication information required to be expense and responsibility of Contractor. made available to or exchanged between or among C.Submittal Procedures employers at the Site in accordance with Laws or Regulations. 1. Before submitting each Shop Drawing or 6.16 Emergencies Sample,Contractor shall have determined and verified: A. In emergencies affecting the safety or protec- a. all field measurements,quantities,dimensions, tion of persons or the Work or property at the Site or specified performance and design criteria, installation requirements, materials, catalog adjacent thereto, Contractor is obligated to act to prevent numbers, and similar information with respect threatened damage, injury, or loss. Contractor shall give thereto; Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the b, the suitability of all materials with respect to Contract Documents have been caused thereby or are intended use, fabrication, shipping, handling, required as a result thereof. If Engineer determines that a inter e assembly,u use, fabrication, and installation, ship pertaining, had i g, change in the Contract Documents is required because of g to the action taken by Contractor in response to such an the performance of the Work; emergency, a Work Change Directive or Change Order c, all information relative to Contractor's will be issued. responsibilities for means, methods, techniques, 6.17 Shop Drawings and Samples sequences, and procedures of construction, and safety precautions and programs incident thereto; A. Contractor shall submit Shop Drawings and and Samples to Engineer for review and approval in accor- dance with the acceptable Schedule of Submittals (as Shop Drawing or Sample with other Shop required by Paragraph 2.07). Each submittal will be P b identified as Engineer may require. Drawings and Samples and with the requirements of the Work and the Contract 1. Shop Drawings Documents. a. Submit number of copies specified in the 2. Each submittal shall bear a stamp or specific General Requirements. written certification that Contractor has satisfied Contractor's obligations under the Contract Documents 1 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-23 with respect to Contractor's review and approval of that disagreements with Owner. No Work shall be delayed or submittal. postponed pending resolution of any disputes or disagreements,except as permitted by Paragraph 15.04 or 3. With each submittal, Contractor shall give as Owner and Contractor may otherwise agree in writing. Engineer specific written notice of any variations, that the Shop Drawing or Sample may have from the requirements 6.19 Contractor's General Warranty and Guarantee of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawing's A. Contractor warrants and guarantees to Owner or Sample Submittal; and, in addition, by a specific that all Work will be in accordance with the Contract notation made on each Shop Drawing or Sample submit- Documents and will not be defective. Engineer and its ted to Engineer for review and approval of each such Related Entities shall be entitled to rely on representation variation. of Contractor's warranty and guarantee. D.Engineer's Review B. Contractor's warranty and guarantee I hereunder excludes defects or damage caused by: 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule 1. abuse, modification, or improper maintenance of Submittals acceptable to Engineer. Engineer's review or operation by persons other than Contractor, Sub- and approval will be only to determine if the items contractors, Suppliers,or any other individual or entity for covered by the submittals will, after installation or whom Contractor is responsible;or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with 2.normal wear and tear under normal usage. the design concept of the completed Project as a functioning whole as indicated by the Contract Docu- C. Contractor's obligation to perform and ments. complete the Work in accordance with the Contract Documents shall be absolute. None of the following will 2. Engineer's review and approval will not constitute an acceptance of Work that is not in accordance extend to means, methods, techniques, sequences, or with the Contract Documents or a release of Contractor's procedures of construction (except where a particular obligation to perform the Work in accordance with the means, method, technique,sequence,or procedure of con- Contract Documents: struction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs 1.observations by Engineer; incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in 2. recommendation by Engineer or payment by which the item functions. Owner of any progress or final payment; 3. Engineer's review and approval shall not 3. the issuance of a certificate of Substantial relieve Contractor from responsibility for any variation Completion by Engineer or any payment related thereto from the requirements of the Contract Documents unless by Owner; Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written 4. use or occupancy of the Work or any part approval of each such variation by specific written thereof by Owner; notation thereof incorporated in or accompanying the Shop Drawing or Sample.Engineer's review and approval 5. any review and approval of a Shop Drawing or shall not relieve Contractor from responsibility for Sample submittal or the issuance of a notice of acceptabil- complying with the requirements of Paragraph 6.17.C.1. ity by Engineer; E.Resubmittal Procedures 6. any inspection,test,or approval by others;or 1. Contractor shall make corrections required by 7.any correction of defective Work by Owner. Engineer and shall return the required number of cor- rected copies of Shop Drawings and submit, as required, 6.20 Indemnification new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than A. To the fullest extent permitted by Laws and the corrections called for by Engineer on previous Regulations, Contractor shall indemnify and hold submittals. harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and 6.18 Continuing the Work subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not A.Contractor shall carry on the Work and adhere limited to all fees and charges of engineers, architects, to the Progress Schedule during all disputes or attorneys, and other professionals and all court or EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-24 1 arbitration or other dispute resolution costs) arising out of shall appear on all drawings, calculations, specifications, I or relating to the performance of the Work, provided that certifications, Shop Drawings and other submittals any such claim, cost, loss, or damage is attributable to prepared by such professional. Shop Drawings and other bodily injury, sickness,disease,or death,or to injury to or submittals related to the Work designed or certified by destruction of tangible property (other than the Work such professional, if prepared by others, shall bear such 1 itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission professional's written approval when submitted to Engineer. of Contractor, any Subcontractor, any Supplier, or any I individual or entity directly or indirectly employed by any C. Owner and Engineer shall be entitled to rely of them to perform any of the Work or anyone for whose upon the adequacy, accuracy and completeness of the acts any of them may be liable. services, certifications or approvals performed by such design professionals, provided Owner and Engineer have I B. In any and all claims against Owner or specified to Contractor all performance and design criteria Engineer or any of their respective consultants, agents, that such services must satisfy. officers, directors,partners, or employees by any employ- ee (or the survivor or personal representative of such D. Pursuant to this Paragraph 6.21, Engineer's 1 employee) of Contractor, any Subcontractor, any review and approval of design calculations and design Supplier, or any individual or entity directly or indirectly drawings will be only for the limited purpose of checking employed by any of them to perform any of the Work, or for conformance with performance and design criteria I anyone for whose acts any of them may be liable, the indemnification given and the design concept expressed in the Contract fication obligation under Paragraph 6.20.A shall Documents. Engineer's review and approval of Shop not be limited in any way by any limitation on the amount Drawings and other submittals(except design calculations or type of damages,compensation,or benefits payable by and design drawings) will be only for the purpose stated I or for Contractor or any such Subcontractor, Supplier, or in Paragraph 6.17.D.1. other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit E. Contractor shall not be responsible for the I acts. adequacy of the performance or design criteria required by the Contract Documents. C. The indemnification obligations of Contractor I under Paragraph 6.20.A shall not extend to the liability of - Engineer and Engineer's officers, directors, partners, ARTICLE 7 -OTHER WORK AT THE SITE employees, agents, consultants and subcontractors arising out of: I . 7.01 Related Work at Site 1.the preparation or approval of,or the failure to prepare or approve, maps, Drawings, opinions, reports, A. Owner may perform other work related to the surveys,Change Orders,designs,or Specifications;or Project at the Site with Owner's employees, or via other direct contracts therefor,or have other work performed by 2. giving directions or instructions, or failing to utility owners. If such other work is not noted in the Con- give them, if that is the primary cause of the injury or tract Documents,then: I damage. 1. written notice thereof will be given to 6.21 Delegation of Professional Design Services Contractor prior to starting any such other work;and A. Contractor will not be required to provide 2. if Owner and Contractor are unable to agree professional design services unless such services are on entitlement to or on the amount or extent, if any, of specifically required by the Contract Documents for a any adjustment in the Contract Price or Contract Times I portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph means, methods, techniques, sequences and procedures. 10.05. I Contractor shall not be required to provide professional services in violation of applicable law. B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner B. If professional design services or and Owner, if Owner is performing other work with I certifications by a design professional related to systems, Owner's employees, proper and safe access to the Site, a materials or equipment are specifically required of reasonable opportunity for the introduction and storage of Contractor by the Contract Documents, Owner and materials and equipment and the execution of such other Engineer will specify all performance and design criteria work, and shall properly coordinate the Work with theirs. I that such services must satisfy. Contractor shall cause Contractor shall do all cutting,fitting, and patching of the such services or certifications to be provided by a Work that may be required to properly connect or properly licensed professional, whose signature and seal otherwise make its several parts come together and 1 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-25 properly integrate with such other work. Contractor shall ARTICLE 8-OWNER'S RESPONSIBILITIES I not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of Engineer and the 8.01 Communications to Contractor others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for A.Except as otherwise provided in these General the benefit of such utility owners and other contractors to Conditions, Owner shall issue all communications to the extent that there are comparable provisions for the Contractor through Engineer. benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 8.02 Replacement of Engineer I C. If the proper execution or results of any part A. In case of termination of the employment of of Contractor's Work depends upon work performed by Engineer, Owner shall appoint an engineer to whom others under this Article 7, Contractor shall inspect such Contractor makes no reasonable objection, whose status other work and promptly report to Engineer in writing any under the Contract Documents shall be that of the former delays, defects, or deficiencies in such other work that Engineer. render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's 8.03 Furnish Data failure to so report will constitute an acceptance of such other work as fit and proper for integration with A. Owner shall promptly furnish the data Contractor's Work except for latent defects and required of Owner under the Contract Documents. deficiencies in such other work. 8.04 Pay When Due 7.02 Coordination I A. Owner shall make payments to Contractor A. If Owner intends to contract with others for when they are due as provided in Paragraphs 14.02.0 and the performance of other work on the Project at the Site, 14.07.C. the following will be set forth in Supplementary Condi- tions: 8.05 Lands and Easements;Reports and Tests 1. the individual or entity who will have A. Owner's duties in respect of providing lands I authority and responsibility for coordination of the and easements and providing engineering surveys to activities among the various contractors will be identified; establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner's identifying I 2. the specific matters to be covered by such and making available to Contractor copies of reports of authority and responsibility will be itemized;and explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing 3. the extent of such authority and responsibili- surface or subsurface structures at or contiguous to the ties will be provided. Site that have been utilized by Engineer in preparing the Contract Documents. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole 8.06 Insurance authority and responsibility for such coordination. A. Owner's responsibilities, if any, in respect to 7.03 Legal Relationships purchasing and maintaining liability and property insur- ance are set forth in Article 5. A.Paragraphs 7.01.A and 7.02 are not applicable for utilities not under the control of Owner. 8.07 Change Orders B. Each other direct contract of Owner under A. Owner is obligated to execute Change Orders Paragraph 7.01.A shall provide that the other contractor is as indicated in Paragraph 10.03. liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a 8.08 Inspections, Tests, and Approvals I result of the other contractor's actions or inactions. A. Owner's responsibility in respect to certain C. Contractor shall be liable to Owner and any inspections, tests, and approvals is set forth in Paragraph other contractor for the reasonable direct delay and 13.03.B. disruption costs incurred by such other contractor as a result of Contractor's action or inactions. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-26 Il ' Owner informed of the progress of the Work and will 8.09 Limitations on Owner's Responsibilities endeavor to guard Owner against defective Work. A.The Owner shall not supervise,direct,or have control or authority over, nor be responsible for, B. Engineer's visits and observations are subject Contractor's means, methods, techniques, the safety q tes,re sequences, or aut ons and responsibilitylsettforth in Paragraph 9 09 Particularly,but procedures of construction, or the safe y p programs incident thereto,or for la any onslaTe applicable Contractor to visits or limitation, observations of Contractor'srWork Engineer will to comply with Laws and Regulations pp performance of the Work. Owner will not be responsible not supervise, direct,control, or have authority over or be for Contractor's failure to perform the Work in sequences, or procedures of constructionaortthen safety accordance with the Contract Documents. 8.10 precautions and programs incident thereto, or for any Con Undisclosed Hazardous Environmental Regulations applicable to the performance of the Work. failure of Contractor to comply Condition A. Owner's responsibility in respect to an undis- closed Hazardous Environmental Condition is set forth in A. If Owner and Engineer agree, Engineer will Paragraph 4.06. furnish a Resident Project Representative to assist 8.11 Evidence of Financial Arrangements Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such A. If and to the extent Owner has agreed to Residentt Project ReprSupplementad assistants Conditions, b and furnish Contractor reasonable evidence that financial provided arrangements have been made to satisfy Owner's tiro provided in Paragraph 9.09.sibilOi`evnerhdes designates another obligations under the Contract Documents, Owner's P at the Site who responsibility in respect thereof will be as set forth in the ispnot Engineer's consultant,represent agent or employee, the Supplementary Conditions. responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the ARTICLE 9 - ENGINEER'S STATUS DURING Supplementary Conditions. CONSTRUCTION 9.04 Authorized Variations in Work A. Engineer may authorize minor variations in 9.01 Owner's Representative the Work from the requirements of the Contract A. Engineer will be Owner's representative Documents which do not involve an adjustment in the during the construction period. The duties and responsi- bilities and the limitations of authority of Engineer as with the design concept of the completed Project as a Owner's representative during construction are set forth functioning whole as indicated by the Contract Docu- in the Contract Documents and will not be changed meats. These may be accomplished by a Field Order and without written consent of Owner and Engineer. will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an 9.02 Visits to Site adjustment in the Contract Price or Contract Times, or A. Engineer will make visits to the Site at inter- vals appropriate to the various stages of construction as or on the amount or extent,if any,of any such adjustment PP a Claim may be made therefor as provided in Paragraph Engineer deems necessary in order to observe as an 10.05. experienced and qualified design professional the progress that has been made and the quality of the various 9.05 Rejecting Defective Work aspects of Contractor's executed Work. Based on information obtained during such visits and observations, A. Engineer will have authority to reject Work Engineer, for the benefit of Owner, will determine, in ��hich Engineer believes to be defective, or that Engineer general,if the Work is proceeding in accordance with the believes will not produce a completed Project that Contract Documents. Engineer will not be required to conforms to the Contract Documents or that will prejudice make exhaustive or continuous inspections on the Site to the integrity of the design concept of the completed check the quality or quantity of the Work. Engineer's Project .as a functioning whole as indicated by the efforts will be directed toward providing for Owner a Contract Documents. Engineer will also have authority to greater degree of confidence that the completed Work will require special inspection or testing of the Work as ' conform generally to the Contract Documents. On the provided in Paragraph 13.04, whether or not the Work is basis of such visits and observations, Engineer will keep fabricated,installed,or completed. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Prosio a 27ngineers for EJCDC. AU rights reserved. 00 partiality to Owner or Contractor and will not be liable in I 9.06 Shop Drawings, Change Orders and Payments connection with any interpretation or decision rendered in good faith in such capacity. A. In connection with Engineer's authority, and limitations thereof,as to Shop Drawings and Samples, see 9.09 Limitations on Engineer's Authority and Paragraph 6.17. Responsibilities B. In connection with Engineer's authority, and A. Neither Engineer's authority or responsibility limitations thereof, as to design calculations and design design under this Article 9 or under any other provision of the drawings smi ipo dele Contract Documents nor any decision made by Engineer professional design ub tted servn icesres,if annse y,see to Paraga raph gation 6.21.of in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or C. In connection with Engineer's authority as to performance of any authority or responsibility by Change Orders,see Articles 10, 11,and 12. Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to D. In connection with Engineer's authority as to Contractor, any Subcontractor, any Supplier, any other Applications for Payment,see Article 14. individual or entity, or to any surety for or employee or agent of any of them. 9.07 Determinations for Unit Price Work B.Engineer will not supervise,direct, control,or A. Engineer will determine the actual quantities have authority over or be responsible for Contractor's and classifications of Unit Price Work performed by means, methods, techniques, sequences, or procedures of Contractor. Engineer will review with Contractor the construction, or the safety precautions and programs Engineer's preliminary determinations on such matters incident thereto, or for any failure of Contractor to before rendering a written decision thereon (by comply with Laws and Regulations applicable to the recommendation of an Application for Payment or performance of the Work. Engineer will not be respon- otherwise). Engineer's written decision thereon will be sible for Contractor's failure to perform the Work in final and binding (except as modified by Engineer to accordance with the Contract Documents. I reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of C. Engineer will not be responsible for the acts Paragraph 10.05. or omissions of Contractor or of any Subcontractor, any I Supplier, of 9.08 Decisions on Requirements of Contract any of the oWork.any other individual or entity performing Documents and Acceptability of Work D. Engineer's review of the final Application for A. Engineer will be the initial interpreter of the Payment and accompanying documentation and all requirements of the Contract Documents and judge of the maintenance and operating instructions, schedules, acceptability of the Work thereunder. All matters in guarantees, bonds, certificates of inspection, tests and question and other matters between Owner and Contractor approvals, and other documentation required to be I arising prior to the date final payment is due relating to delivered by Paragraph 14.07.A will only be to determine the acceptability of the Work,and the interpretation of the generally that their content complies with the require- requirements of the Contract Documents pertaining to the ments of, and in the case of certificates of inspections, performance of the Work, will be referred initially to tests, and approvals that the results certified indicate Engineer in writing within 30 days of the event giving rise compliance with the Contract Documents. to the question E. The limitations upon authority and responsi- 1 B. Engineer will, with reasonable promptness, bility set forth in this Paragraph 9.09 shall also apply to, render a written decision on the issue referred. If Owner the Resident Project Representative, if any,and assistants, or Contractor believe that any such decision entitles them if any. to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the ARTICLE 10-CHANGES IN THE WORK;CLAIMS II event giving rise to the issues referenced for the purposes of Paragraph 10.05.B. C. Engineer's written decision on the issue 10.01 Authorized Changes in the Work referred will be final and binding on Owner and Contractor,subject to the provisions of Para rah 10.05. A. Without invalidating the Contract and without g p notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the D. When functioning as interpreter and judge Work by a Change Order, or a Work Change Directive. under this Paragraph 9.08, Engineer will not show Upon receipt of any such document, Contractor shall EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-28 I. promptly proceed with the Work involved which will be 10.05 Claims performed under the applicable conditions of the Contract A. Engineer's Decision Required: All Claims, Documents(except as otherwise specifically provided). except those waived pursuant to Paragraph 14.09,shall be B. If Owner and Contractor are unable to agree referred to the Engineer for decision. A decision by on entitlement to,or on the amount or extent,if any,of an Engineer shall be required as a condition precedent to any adjustment in the Contract Price or Contract Times, or exercise by Owner or Contractor of any rights or remedies both,that should be allowed as a result hereforaasJorovided Change n or by Laws and Regulations under n respect of such Claims. Documents I Directive, a Claim may be made P Paragraph 10.05. B. Notice: Written notice stating the general 10.02 Unauthorized Changes in the Work nature of each Claim,shall be delivered by the claimant to Engineer and the other party to the Contract promptly (but t A.Contractor shall not be entitled to an increase in in e reset thereto than The days) responsibilitye to substanratena in the Contract Price or an extension of the Contract g g Claim shall rest with the party making the Claim. Notice Times with respect to any work performed that amended, of the amount or extent of the Claim, with supporting data required by the Contract Documents as modified,or supplemented as provided in Paragraph oded 3.04, in shall be 60 days after thedstart of such even except in the case the emergency P (unless Engineer allows additional time for claimant to Paragraph 6.16 or in the case of uncovering Work as submit additional or more accurate data in support of such provided in Paragraph 13.04.B. Claim). A Claim for an adjustment in Contract Price shall 10.03 Execution of Change Orders be prepared in accordance with the provisions of Paragraph 12.01.B.A Claim for an adjustment in Contract A. Owner and Contractor shall execute appropri- Time shall be prepared in accordance with the provisions ate Change Orders recommended by Engineer covering: of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment I1. changes in the Work which are: (i) ordered by claimed is the entire adjustment to which the claimant Owner pursuant to Paragraph 10.01.A, (ii) required believes it is entit bmias any result o of said engineevent. ahe because of acceptance of defective Work under Paragraph opposing party 13.08.A or Owner's correction of defective Work under last submittal(unless days after receipt additional claimant's Paragraph 13.09,or(iii)agreed to by the parties; 2. changes in the Contract Price or Contract C. Engineer's Action: Engineer will review each Times which are agreed to by the parties, including any Claim and, within 30 days after receipt of the last undisputed sum or amount of time for Work actually submittal of the claimant or the last submittal of the performed in accordance with a Work Change Directive; opposing party, if any, take one of the following actions I in writing: and 3. changes in the Contract Price or Contract 1.deny the Claim in whole or in part, Times which embody the substance of any written 2.approve the Claim,or decision rendered by Engineer pursuant to Paragraph a pp 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such 3.notify the parties that the Engineer is unable to decision in accordance with the provisions of the Contract resolve beeinappropriate lai if, in the Engineer's sole to discretion,For Documents and applicable Laws and Regulations, but ores of further resolution of the Claim, such notice during any such appeal, Contractor shall carry on the purposes Work and adhere to the Progress Schedule as provided in shall be deemed a denial. Paragraph 6.18.A. D.In the event that Engineer does not take action 10.04 Notification to Surety on a Claim within said 30 days, the Claim shall be deemed denied. A. If notice of any change affecting the general scope of the Work or the provisions of the Contract E. Engineer's written action under Paragraph pursuant to Paragraphs 10.05.C.3 or Documents (including, but not limited to, Contract Price 10.05.D will final and binding upon Owner and or Contract Times) is required by the provisions of any 10.05.0 or deni bond to be given to a surety,the giving of any such notice Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within will be Contractor's responsibility. The amount of each P applicable bond will be adjusted to reflect the effect of 30 days of such action or denial. I any such change. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional 2Engineers for EJCDC. All rights reserved. 00700 NIIIMMENNMEMMEMEIMMI F. No Claim for an adjustment in Contract Price Contractor and shall deliver such bids or Contract Times will be valid if not submitted in then determine, with the advice of Engineer, which bids, accordance with this Paragraph 10.05. if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the us a ARTICLE 11 - COST OF THE WORK; and feel shall ebe tdetermined in 's othe same the anneroas k ALLOWANCES;UNIT PRICE WORK Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 11.01 Cost of the Work 4. Costs of special consultants (including but not limited to Engineers, architects, testing laboratories, A. Costs Included: The term Cost of the Work surveyors, attorneys, and accountants) employed for means the sum of all costs, except those excluded in services specifically related to the Work. Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When 5. Supplemental costs including the following: the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is a. The proportion of necessary transportation, determined on the basis of Cost of the Work, the costs to travel, and subsistence expenses of Contractor's be reimbursed to Contractor will be only those additional employees incurred in discharge of duties or incremental costs required because of the change in the connected with the Work. Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by b. Cost, including transportation and mainte- Owner, such costs shall be in amounts no higher than nance, of all materials, supplies, equipment, those prevailing in the locality of the Project,shall include machinery, appliances, office, and temporary only the following items, and shall not include any of the facilities at the Site, and hand tools not owned by costs itemized in Paragraph 11.01.B. the workers, which are consumed in the perfor- mance of the Work, and cost, less market value, 1. Payroll costs for employees in the direct of such items used but not consumed which employ of Contractor in the performance of the Work remain the property of Contractor. under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, c. Rentals of all construction equipment and without limitation, superintendents, foremen, and other machinery, and the parts thereof whether rented personnel employed full time at the Site.Payroll costs for from Contractor or others in accordance with employees not employed full time on the Work shall be rental agreements approved by Owner with the apportioned on the basis of their time spent on the Work. advice of Engineer, and the costs of Payroll costs shall include, but not be limited to, salaries transportation, loading, unloading, assembly, and wages plus the cost of fringe benefits, which shall dismantling, and removal thereof. All such costs include social security contributions, unemployment, shall be in accordance with the terms of said excise, and payroll taxes, workers' compensation, health rental agreements. The rental of any such equip- and retirement benefits, bonuses, sick leave, vacation and ment, machinery, or parts shall cease when the holiday pay applicable thereto. The expenses of use thereof is no longer necessary for the Work. performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in d. Sales, consumer, use, and other similar taxes the above to the extent authorized by Owner. related to the Work, and for which Contractor is liable,imposed by Laws and Regulations. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of e. Deposits lost for causes other than negligence transportation and storage thereof, and Suppliers' field of Contractor, any Subcontractor, or anyone services required in connection therewith. All cash directly or indirectly employed by any of them or discounts shall accrue to Contractor unless Owner for whose acts any of them may be liable, and deposits funds with Contractor with which to make pay- royalty payments and fees for permits and ments, in which case the cash discounts shall accrue to licenses. Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall f. Losses and damages (and related expenses) accrue to Owner, and Contractor shall make provisions so caused by damage to the Work, not compensated that they may be obtained. by insurance or otherwise, sustained by Contractor in connection with the performance 3. Payments made by Contractor to of the Work (except losses and damages within Subcontractors for Work performed by Subcontractors. If the deductible amounts of property insurance required by Owner, Contractor shall obtain competitive established in accordance with Paragraph bids from subcontractors acceptable to Owner and 5.06.D), provided such losses and damages have EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-30 1 causes other than the negligence of be determined as set forth in the Agreement. When the resulted from Contractor, any Subcontractor, or anyone value of any Work covered by a Change Order or when a ' directly or indirectly employed by any of them or Claim for an adjustment in Contract Price is determined for whose acts any of them may be liable. Such on the basis of Cost of the Work,Contractor's fee shall be losses shall include settlements made with the determined as set forth in Paragraph 12.01 C. I written consent and approval of Owner. No such losses, damages, and expenses shall be included D. Documentation: Whenever the Cost of the in the Cost of the Work for the purpose of Work for any purpose is to be determined pursuant to determining Contractor's fee. Paragraphs 11.01.A and 11.01.B,Contractor will establish and maintain records thereof in accordance with generally g. The cost of utilities, fuel, and sanitary accepted accounting practices and submit in a form II facilities at the Site. acceptable to Engineer an itemized cost breakdown I together with supporting data. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the 11.02 Allowances Site, expresses, and similar petty cash items in connection with the Work. A. It is understood that Contractor has included in the Contract Price all allowances so named in the i. The costs of premiums for all bonds and Contract Documents and shall cause the Work so covered insurance Contractor is required by the Contract to be performed for such sums and by such persons or Documents to purchase and maintain. entities as may be acceptable to Owner and Engineer. B. Costs Excluded: The term Cost of the Work B. Cash Allowances Ishall not include any of the following items: 1.Contractor agrees that: 1. Payroll costs and other compensation of a. the cash allowances include the cost to I Contractor's officers, executives, principals (of Contractor (less any applicable trade discounts) partnerships and sole proprietorships), general managers, of materials and equipment required by the safety managers, engineers, architects, estimators, attor- neys, auditors, accountants, purchasing and contracting applicable taxes;and agents, expediters, timekeepers, clerks, and other PP personnel employed by Contractor, whether at the Site or b. Contractor's costs for unloading and handling in Contractor's principal or branch office for general on the Site, labor, installation , overhead, profit, • administration of the Work and not specifically included and other expenses contemplated for the cash in the agreed upon schedule of job classifications referred allowances have been included in the Contract to in Paragraph 11.01.A.1 or specifically covered by Price and not in the allowances, and no demand Paragraph 11.01.A.4, all of which are to be considered for additional payment on account of any of the I administrative costs covered by the Contractor's fee. foregoing will be valid. 2.Expenses of Contractor's principal and branch C. Contingency Allowance offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, 1. Contractor agrees that a contingency including interest on Contractor's capital employed for allowance, if any, is for the sole use of Owner to cover 111 the Work and charges against Contractor for delinquent unanticipated costs. payments. D.Prior to final payment, an appropriate Change 4. Costs due to the negligence of Contractor, any Order will be issued as recommended by Engineer to Subcontractor, or anyone directly or indirectly employed reflect actual amounts due Contractor on account of Work by any of them or for whose acts any of them may be covered by allowances, and the Contract Price shall be liable, including but not limited to, the correction of correspondingly adjusted. defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to 11.03 Unit Price Work property. A. Where the Contract Documents provide that 5. Other overhead or general expense costs of all or part of the Work is to be Unit Price Work, initially any kind and the costs of any item not specifically and the Contract Price will be deemed to include for all Unit expressly included in Paragraphs 11.01.A and 11.01.B. Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work SC. Contractor's Fee: When all the Work is times the estimated quantity of each item as indicated in performed on the basis of cost-plus,Contractor's fee shall the Agreement. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-31 Ili allowance for overhead and profit not necessarily in B. The estimated quantities of items of Unit accordance with Paragraph 12.01.C.2);or Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial 3. where the Work involved is not covered by. Contract Price. Determinations of the actual quantities unit prices contained in the Contract Documents and and classifications of Unit Price Work performed by agreement to a lump sum is not reached under Paragraph Contractor will be made by Engineer subject to the 12.01.B.2, on the basis of the Cost of the Work provisions of Paragraph 9.07. (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as C. Each unit price will be deemed to include an provided in Paragraph 12.01.C). amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately C. Contractor's Fee: The Contractor's fee for identified item. overhead and profit shall be determined as follows: D. Owner or Contractor may make a Claim for 1. a mutually acceptable fixed fee;or an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions 1. the quantity of any item of Unit Price Work of the Cost of the Work: performed by Contractor differs materially and signifi- cantly from the estimated quantity of such item indicated a. for costs incurred under Paragraphs 11.01.A.1 in the Agreement;and and 11.01.A.2, the Contractor's fee shall be 15 percent; 2. there is no corresponding adjustment with respect any other item of Work;and b. for costs incurred under Paragraph 11.01.A.3, the Contractor's fee shall be five percent; 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having c. where one or more tiers of subcontracts are on incurred additional expense or Owner believes that Owner the basis of Cost of the Work plus a fee and no is entitled to a decrease in Contract Price and the parties fixed fee is agreed upon, the intent of Paragraph are unable to agree as to the amount of any such increase 12.01.C.2.a is that the Subcontractor who or decrease. actually performs the Work,at whatever tier,will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs ARTICLE 12 - CHANGE OF CONTRACT PRICE; 11.01.A.1 and 11.01.A.2 and that any higher tier CHANGE OF CONTRACT TIMES Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; 12.01 Change of Contract Price d. no fee shall be payable on the basis of costs A. The Contract Price may only be changed by a itemized under Paragraphs 11.01.A.4, 11.01.A.5, Change Order. Any Claim for an adjustment in the and 11.01.B; Contract Price shall be based on written notice submitted by the party making the Claim to the Engineer and the e. the amount of credit to be allowed by other party to the Contract in accordance with the Contractor to Owner for any change which provisions of Paragraph 10.05. results in a net decrease in cost will be the amount of the actual net decrease in cost plus a B. The value of any Work covered by a Change deduction in Contractor's fee by an amount equal Order or of any Claim for an adjustment in the Contract to five percent of such net decrease;and Price will be determined as follows: f. when both additions and credits are involved 1. where the Work involved is covered by unit in any one change, the adjustment in prices contained in the Contract Documents, by applica- Contractor's fee shall be computed on the basis tion of such unit prices to the quantities of the items of the net change in accordance with Paragraphs involved (subject to the provisions of Paragraph 11.03); 12.01.C.2.a through 12.01.C.2.e, inclusive. or 12.02 Change of Contract Times 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a A. The Contract Times may only be changed by mutually agreed lump sum (which may include an a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-32 by the party making the Claim to the Engineer and the I other party to the Contract in accordance with the provisions of Paragraph 10.05. ARTICLE 13 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF B. Any adjustment of the Contract Times DEFECTIVE WORK I covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 13.01 Notice of Defects 111 12.03 Delays A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to A. Where Contractor is prevented from Contractor. All defective Work may be rejected, I completing any part of the Work within the Contract corrected,or accepted as provided in this Article 13. Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to 13.02 Access to Work I the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the A. Owner, Engineer, their consultants and other control of Contractor shall include, but not be limited to, representatives and personnel of Owner, independent acts or neglect by Owner, acts or neglect of utility owners testing laboratories, and governmental agencies with I or other contractors performing other work as contemplat- ed jurisdictional interests will have access to the Site and the by Article 7, fires, floods, epidemics, abnormal Work at reasonable times for their observation, weather conditions,or acts of God. inspecting, and testing. Contractor shall provide them I B. If Owner, Engineer, or other contractors or proper and safe conditions for such access and advise them of Contractor's Site safety procedures and programs utility owners performing other work for Owner as so that they may comply therewith as applicable. contemplated by Article 7,or anyone for whom Owner is I responsible, delays, disrupts, or interferes with the 13.03 Tests and Inspections performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract A. Contractor shall give Engineer timely notice Price or the Contract Times or both. Contractor's of readiness of the Work for all required inspections, I - entitlement to an adjustment of the Contract Times is tests,or approvals and shall cooperate with inspection and conditioned on such adjustment being essential to testing personnel to facilitate required inspections or tests. Contractor's ability to complete the Work within the I Contract Times. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all C If Contractor is delayed in the performance or inspections, tests, or approvals required by the Contract progress of the Work by fire, flood, epidemic, abnormal Documents except: I weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other 1. for inspections, tests, or approvals covered by causes not the fault of and beyond control of Owner and Paragraphs 13.03.0 and 13.03.D below; I Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such 2. that costs incurred in connection with tests or adjustment is essential to Contractor's ability to complete inspections conducted pursuant to Paragraph 13.04.B the Work within the Contract Times. Such an adjustment shall be paid as provided in said Paragraph 13.04.C;and I shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.C. 3. as otherwise specifically provided in the Con- tract Documents. I D. Owner, Engineer and the Related Entities of each of them shall not be liable to Contractor for any C. If Laws or Regulations of any public body claims, costs, losses, or damages (including but not having jurisdiction require any Work (or part thereof) limited to all fees and charges of Engineers, architects, specifically to be inspected, tested, or approved by an I attorneys, and other professionals and all court or employee or other representative of such public body, arbitration or other dispute resolution costs) sustained by Contractor shall assume full responsibility for arranging Contractor on or in connection with any other project or and obtaining such inspections,tests,or approvals,pay all II anticipated project. costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays D. Contractor shall be responsible for arranging I within the control of Contractor. Delays attributable to and obtaining and shall pay all costs in connection with and within the control of a Subcontractor or Supplier shall any inspections, tests, or approvals required for Owner's be deemed to be delays within the control of Contractor. and Engineer's acceptance of materials or equipment to I EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-33 be incorporated in the Work; or acceptance of materials, A. If the Work is defective,or Contractor fails to P P , mix designs,or equipment submitted for approval prior to supply sufficient skilled workers or suitable materials or Contractor's purchase thereof for incorporation in the equipment, or fails to perform the Work in such a way Work. Such inspections, tests, or approvals shall be that the completed Work will conform to the Contract performed by organizations acceptable to Owner and Documents, Owner may order Contractor to stop the Engineer. Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner E. If any Work (or the work of others) that is to to stop the Work shall not give rise to any duty on the part be inspected, tested,or approved is covered by Contractor of Owner to exercise this right for the benefit of without written concurrence of Engineer, it must, if Contractor, any Subcontractor, any Supplier, any other requested by Engineer,be uncovered for observation. individual or entity, or any surety for, or employee or agent of any of them. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless 13.06 Correction or Removal of Defective Work Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has A. Promptly after receipt of notice, Contractor not acted with reasonable promptness in response to such shall correct all defective Work, whether or not notice. fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and 13.04 Uncovering Work replace it with Work that is not defective. Contractor shall ' pay all claims, costs, losses, and damages (including but A. If any Work is covered contrary to the written not limited to all fees and charges of engineers, architects, request of Engineer, it must, if requested by Engineer, be attorneys, and other professionals and all court or uncovered for Engineer's observation and replaced at arbitration or other dispute resolution costs) arising out of Contractor's expense. or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of B. If Engineer considers it necessary or advisable others). that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, B. When correcting defective Work under the shall uncover, expose, or otherwise make available for terms of this Paragraph 13.06 or Paragraph 13.07, observation, inspection, or testing as Engineer may Contractor shall take no action that would void or require, that portion of the Work in question, furnishing otherwise impair Owner's special warranty and guarantee, all necessary labor,material,and equipment. if any,on said Work. C. If it is found that the uncovered Work is 13.07 Correction Period defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and A. If within one year after the date of Substantial charges of engineers, architects, attorneys, and other Completion (or such longer period of time as may be professionals and all court or arbitration or other dispute prescribed by the terms of any applicable special resolution costs) arising out of or relating to such guarantee required by the Contract Documents) or by any uncovering, exposure, observation, inspection, and specific provision of the Contract Documents, any Work testing, and of satisfactory replacement or reconstruction is found to be defective,or if the repair of any damages to (including but not limited to all costs of repair or the land or areas made available for Contractor's use by replacement of work of others); and Owner shall be Owner or permitted by Laws and Regulations as entitled to an appropriate decrease in the Contract Price.If contemplated in Paragraph 6.11.A is found to be the parties are unable to agree as to the amount thereof, defective, Contractor shall promptly, without cost to Owner may make a Claim therefor as provided in Owner and in accordance with Owner's written Paragraph 10.05. instructions: 111 D. If, the uncovered Work is not found to be 1.repair such defective land or areas;or defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or 2.correct such defective Work;or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and 3. if the defective Work has been rejected by reconstruction. If the parties are unable to agree as to the Owner, remove it from the Project and replace it with amount or extent thereof, Contractor may make a Claim Work that is not defective,and therefor as provided in Paragraph 10.05. 4. satisfactorily correct or repair or remove and 13.05 Owner May Stop the Work replace any damage to other Work, to the work of others or other land or areas resulting therefrom. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-34 ■ I B. If Contractor does not promptly comply with 13.09 Owner May Correct Defective Work 1 the terms of Owner's written instructions, or in an A. If Contractor fails within a reasonable time. emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work after written notice from Engineer to correct defective corrected or repaired or may have the rejected Work re- Work or to remove and replace rejected Work as required moved and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with of engineers, architects, attorneys, and other professionals the Contract Documents, or if Contractor fails to comply and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair with any other provision of the Contract Documents,Owner may, after seven days written notice to Contractor, or such removal and replacement (including but not correct or remedy any such deficiency. limited to all costs of repair or replacement of work of I others) will be paid by Contractor. B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. C. In special circumstances where a particular In connection with such corrective or remedial action, item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and period for that item may start to run from an earlier date if suspend Contractor's services related thereto,take posses- so provided in the Specifications . sion of Contractor's tools, appliances, construction I D. Where defective Work (and damage to other equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or Work resulting therefrom) has been corrected or removed for which Owner has paid Contractor but which are stored and replaced under this Paragraph 13.07, the correction elsewhere. Contractor shall allow Owner, Owner's I period hereunder with respect to such Work will be representatives, agents and employees, Owner's other extended for an additional period of one year after such contractors, and Engineer and Engineer's consultants correction or removal and replacement has been and access to the Site under enable ble Owner to exercise the rights Isatisfactorily completed. E. Contractor's obligations under this Paragraph C. All claims, costs, losses, and damages 13.07 are in addition to any other obligation or warranty. (including but not limited to all fees and charges of 1 - The provisions of this Paragraph 13.07 shall not be engineers, architects, attorneys, and other professionals construed as a substitute for or a waiver of the provisions and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the of any applicable statute of limitation or repose. rights and remedies under this Paragraph 13.09 will be 13.08 Acceptance of Defective Work charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the A. If, instead of requiring correction or removal Contract Documents with respect to the Work;and Owner I and replacement of defective Work, Owner (and, prior to shall be entitled to an appropriate decrease in the Contract Engineer's recommendation of final payment, Engineer) Price.If the parties are unable to agree as to the amount of prefers to accept it, Owner may do so. Contractor shall the adjustment, Owner may make a Claim therefor as pay all claims, costs, losses, and damages (including but provided in Paragraph 10.05. Such claims, costs, losses I not limited to all fees and charges of engineers, architects, and damages will include but not be limited to all costs of attorneys, and other professionals and all court or repair, or replacement of work of others destroyed or arbitration or other dispute resolution costs)attributable to damaged by correction, removal, or replacement of IOwner's evaluation of and determination to accept such Contractor's defective Work. defective Work(such costs to be approved by Engineer as D. Contractor shall not be allowed an extension to reasonableness) and the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to of the Contract Times because of any delay in the this sentence. If any such acceptance occurs prior to performance of the Work attributable to the exercise by Engineer's recommendation of final payment, a Change Owner of Owner's rights and remedies under this Order will be issued incorporating the necessary revisions Paragraph 13.09. I in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work ARTICLE 14 - PAYMENTS TO CONTRACTOR AND I so accepted. If the parties are unable to agree as to the COMPLETION amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation,an appropriate amount will be 14.01 Schedule of Values paid by Contractor to Owner. A.The Schedule of Values established as provid- ed in Paragraph 2.07.A will serve as the basis for progress I EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-35 payments and will be incorporated into a form of Applica- b. the quality of the lion for Payment acceptable to Engineer. Progress q y Work is generally in accor- tion g dance with the Contract Documents (subject to payments on account of Unit Price Work will be based on an evaluation of the Work as a functioning whole the number of units completed. prior to or upon Substantial Completion, to the results of any subsequent tests called for in the 14.02 Progress Payments Contract Documents, to a final determination of quantities and classifications for Unit Price Work A. Applications for Payments under Paragraph 9.07, and to any other 1. At least 20 days before the date established in qualifications stated in the recommendation);and the Agreement for each progress payment (but not more 111 often than once a month), Contractor shall submit to c. the conditions precedent to Contractor's being Engineer for review an Application for Payment filled out entitled to such payment appear to Engineer's been y fulfilled in so far as it is Engineer's and signed by Contractor covering the Work completed as responsibility to observe the Work. of the date of the Application and accompanied by such supporting documentation as is required by the Contract 3.By recommending any such payment Engineer Documents. If payment is requested on the basis of will not thereby be deemed to have represented that: materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another a. inspections made to check the quality or the location agreed to in writing, the Application for Payment quantity of the Work as it has been performed shall also be accompanied by a bill of sale, invoice, or have been exhaustive, extended to every aspect other documentation warranting that Owner has received of the Work in progress, or involved detailed the materials and equipment free and clear of all Liens inspections of the Work beyond the responsi- and evidence that the materials and equipment are bilities specifically assigned to Engineer in the covered by appropriate property insurance or other Contract Documents;or arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. b. that there may not be other matters or issues between the parties that might entitle Contractor 2. Beginning with the second Application for to be paid additionally by Owner or entitle Payment, each Application shall include an affidavit of Owner to withhold payment to Contractor. Contractor stating that all previous progress payments received on account of the Work have been applied on 4. Neither Engineer's review of Contractor's account to discharge Contractor's legitimate obligations Work for the purposes of recommending payments nor associated with prior Applications for Payment. Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. a. to supervise,direct,or control the Work,or B.Review of Applications b. for the means, methods, techniques, 1. Engineer will, within 10 da s after recei t of sequences, or procedures of construction, or the y P safety precautions and programs incident thereto, each Application for Payment, either indicate in writing a or recommendation of payment and present the Application to Owner or return the Application to Contractor c. for Contractor's failure to comply with Laws indicating in writing Engineer's reasons for refusing to and Regulations applicable to Contractor's recommend payment. In the latter case, Contractor may performance of the Work,or make the necessary corrections and resubmit the Application. d. to make any examination to ascertain how or for what purposes Contractor has used the 2. Engineer's recommendation of any payment moneys paid on account of the Contract Price,or requested in an Application for Payment will constitute a representation by Engineer to Owner,based on Engineer's e. to determine that title to any of the Work, observations on the Site of the executed Work as an materials,or equipment has passed to Owner free experienced and qualified design professional and on and clear of any Liens. Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of 5. Engineer may refuse to recommend the whole Engineer's knowledge, information and belief: or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner a. the Work has progressed to the point indicat- stated in Paragraph 14.02.B.2. Engineer may also refuse ed; to recommend any such payment or, because of subse- quently discovered evidence or the results of subsequent EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-36 1 I inspections or tests, revise or revoke any such payment 3. If it is subsequently determined that Owner's I recommendation previously made, to such extent as may refusal of payment was not justified, the amount be necessary in Engineer's opinion to protect Owner from wrongfully withheld shall be treated as an amount due as loss because: determined by Paragraph 14.02.C.I. I a. the Work is defective, or completed Work has 14.03 Contractor's Warranty of Title been damaged, requiring correction or replace- ment; A. Contractor warrants and guarantees that title Ito b. the Contract Price has been reduced by all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Change Orders; Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. I c. Owner has been required to correct defective Work or complete Work in accordance with 14.04 Substantial Completion Paragraph 13.09;or A. When Contractor considers the entire Work d. Engineer has actual knowledge of the ready for its intended use Contractor shall notify Owner occurrence of any of the events enumerated in and Engineer in writing that the entire Work is Paragraph 15.02.A. substantially complete(except for items specifically listed I by Contractor as incomplete) and request that Engineer C.Payment Becomes Due issue a certificate of Substantial Completion. I 1. Ten days after presentation of the Application B. Promptly after Contractor's notification, , for Payment to Owner with Engineer's recommendation, Owner, Contractor, and Engineer shall make an the amount recommended will (subject to the provisions inspection of the Work to determine the status of of Paragraph 14.02.D)become due, and when due will be completion. If Engineer does not consider the Work I paid by Owner to Contractor. substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. D.Reduction in Payment If Engineer considers the Work substantially IC. 1. Owner may refuse to make payment of the full complete, Engineer will deliver to Owner a tentative amount recommended by Engineer because: certificate of Substantial Completion which shall fix the date of Substantial Completion.There shall be attached to I , a. claims have been made against Owner on the certificate a tentative list of items to be completed or account of Contractor's performance or furnish- corrected before final payment. Owner shall have seven ing of the Work; days after receipt of the tentative certificate during which Ito make written objection to Engineer as to any provisions b. Liens have been filed in connection with the of the certificate or attached list. If, after considering such Work, except where Contractor has delivered a objections, Engineer concludes that the Work is not specific bond satisfactory to Owner to secure the substantially complete,Engineer will within 14 days after I satisfaction and discharge of such Liens; submission of the tentative certificate to Owner notify Contractor in writing, stating the reasons therefor. If, after c. there are other items entitling Owner to a consideration of Owner's objections, Engineer considers set-off against the amount recommended;or the Work substantially complete, Engineer will within ' said 14 days execute and deliver to Owner and Contractor d. Owner has actual knowledge of the occurrence a definitive certificate of Substantial Completion (with a of any of the events enumerated in Paragraphs revised tentative list of items to be completed or correct- ' 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. ed) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner. I 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give D. At the time of delivery of the tentative Contractor immediate written notice (with a copy to certificate of Substantial Completion, Engineer will Engineer)stating the reasons for such action and promptly deliver to Owner and Contractor a written recommen- I pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptly pay dation as to division of responsibilities pending final payment between Owner and Contractor with respect to Contractor the amount so withheld, or any adjustment security, operation, safety, and protection of the Work, thereto agreed to by Owner and Contractor, when maintenance, heat, utilities, insurance, and warranties and I Contractor corrects to Owner's satisfaction the reasons for guarantees. Unless Owner and Contractor agree otherwise such action. in writing and so inform Engineer in writing prior to Engineer's issuing the definitive certificate of Substantial I EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-37 Completion, Engineer's aforesaid recommendation will that the Work is incomplete or defective. Contractor shall be binding on Owner and Contractor until final payment. immediately take such measures as are necessary to complete such Work or remedy such deficiencies. I E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial 14.07 Final Payment Completion subject to allowing Contractor reasonable access to complete or correct items on the tentative list. A. Application for Payment 14.05 Partial Utilization 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections A. Prior to Substantial Completion of all the identified during the final inspection and has delivered, in Work, Owner may use or occupy any substantially accordance with the Contract Documents,all maintenance completed part of the Work which has specifically been and operating instructions, schedules, guarantees, bonds, identified in the Contract Documents, or which Owner, certificates or other evidence of insurance certificates of Engineer, and Contractor agree constitutes a separately inspection, marked-up record documents (as provided in functioning and usable part of the Work that can be used Paragraph 6.12), and other documents, Contractor may by Owner for its intended purpose without significant make application for final payment following the interference with Contractor's performance of the procedure for progress payments. remainder of the Work, subject to the following condi- tions. 2. The final Application for Payment shall be accompanied(except as previously delivered)by: 1. Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of a. all documentation called for in the Contract the Work which Owner believes to be ready for its Documents, including but not limited to the intended use and substantially complete. If and when evidence of insurance required by Paragraph Contractor agrees that such part of the Work is 5.04.B.7; substantially complete, Contractor will certify to Owner 111 and Engineer that such part of the Work is substantially b. consent of the surety,if any,to final payment; complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. c. a list of all Claims against Owner that Contractor believes are unsettled;and _ 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such d. complete and legally effective releases or part of the Work ready for its intended use and substan- waivers (satisfactory to Owner) of all Lien rights tially complete and request Engineer to issue a certificate arising out of or Liens filed in connection with of Substantial Completion for that part of the Work. the Work. 3. Within a reasonable time after either such 3. In lieu of the releases or waivers of Liens request, Owner, Contractor, and Engineer shall make an specified in Paragraph 14.07.A.2 and as approved by inspection of that part of the Work to determine its status Owner, Contractor may furnish receipts or releases in full of completion. If Engineer does not consider that part of and an affidavit of Contractor that: (i) the releases and the Work to be substantially complete, Engineer will receipts include all labor, services, material, and notify Owner and Contractor in writing giving the reasons equipment for which a Lien could be filed; and (ii) all therefor. If Engineer considers that part of the Work to be payrolls, material and equipment bills, and other substantially complete, the provisions of Paragraph 14.04 indebtedness connected with the Work for which Owner will apply with respect to certification of Substantial or Owner's property might in any way be responsible have Completion of that part of the Work and the division of been paid or otherwise satisfied. If any Subcontractor or responsibility in respect thereof and access thereto. Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral 4. No use or occupancy or separate operation of satisfactory to Owner to indemnify Owner against any part of the Work may occur prior to compliance with the Lien. requirements of Paragraph 5.10 regarding property insurance. B. Engineer's Review of Application and Acceptance 14.06 Final Inspection 1. If, on the basis of Engineer's observation of A. Upon written notice from Contractor that the the Work during construction and final inspection, and entire Work or an agreed portion thereof is complete, Engineer's review of the final Application for Payment Engineer will promptly make a final inspection with and accompanying documentation as required by the Owner and Contractor and will notify Contractor in Contract Documents, Engineer is satisfied that the Work writing of all particulars in which this inspection reveals has been completed and Contractor's other obligations EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-38 I under the Contract Documents have been fulfilled, with the requirements herein and expressly acknowledged I Engineer will, within ten days after receipt of the final by Owner in writing as still unsettled. Application for Payment, indicate in writing Engineer's recommendation of payment and present the Application for Payment to Owner for payment. At the same time ARTICLE 15 - SUSPENSION OF WORK AND I Engineer will also give written notice to Owner and TERMINATION Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will Ireturn the Application for Payment to Contractor, indicat 15.01 Owner May Suspend Work ing in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the A. At any time and without cause, Owner may necessary corrections and resubmit the Application for suspend the Work or any portion thereof for a period of I Payment. not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which C.Payment Becomes Due Work will be resumed. Contractor shall resume the Work Ion 1. Thirty days after the presentation to Owner of the date so fixed. Contractor shall be granted an adjust- ment in the Contract Price or an extension of the Contract the Application for Payment and accompanying docu- Times, or both, directly attributable to any such mentation, the amount recommended by Engineer, less suspension if Contractor makes a Claim therefor as I any sum Owner is entitled to set off against Engineer's provided in Paragraph 10.05. recommendation, including but not limited to liquidated damages, will become due and , will be paid by Owner to 15.02 Owner May Terminate for Cause I Contractor. A. The occurrence of any one or more of the 14.08 Final Completion Delayed following events will justify termination for cause: IA. If, through no fault of Contractor, final 1. Contractor's persistent failure to perform the completion of the Work is significantly delayed, and if Work in accordance with the Contract Documents Engineer so confirms, Owner shall, upon receipt of (including, but not limited to, failure to supply sufficient I - Contractor's final Application for Payment (for Work skilled workers or suitable materials or equipment or fully completed and accepted) and recommendation of failure to adhere to the Progress Schedule established Engineer, and without terminating the Contract, make under Paragraph 2.07 as adjusted from time to time payment of the balance due for that portion of the Work pursuant to Paragraph 6.04); I ' fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or 2. Contractor's disregard of Laws or Regulations corrected is less than the retainage stipulated in the of any public body having jurisdiction; I Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the 3. Contractor's disregard of the authority of payment of the balance due for that portion of the Work Engineer;or fully completed and accepted shall be submitted by I Contractor to Engineer with the Application for such 4. Contractor's violation in any substantial way payment. Such payment shall be made under the terms of any provisions of the Contract Documents. and conditions governing final payment, except that it I shall not constitute a waiver of Claims. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving 14.09 Waiver of Claims Contractor (and surety ) seven days written notice of its intent to terminate the services of Contractor: A. The making and acceptance of final payment will constitute: 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor's tools, I 1. a waiver of all Claims by Owner against appliances, construction equipment, and machinery at the Contractor, except Claims arising from unsettled Liens, Site, and use the same to the full extent they could be from defective Work appearing after final inspection used by Contractor (without liability to Contractor for pursuant to Paragraph 14.06, from failure to comply with trespass or conversion), I the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's 2. incorporate in the Work all materials and continuing obligations under the Contract Documents; equipment stored at the Site or for which Owner has paid I and Contractor but which are stored elsewhere,and 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance I EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-39 1 3. complete the Work as 'Owner may deem 2. expenses sustained prior to the effective date expedient. of termination in performing services and furnishing I labor, materials,or equipment as required by the Contract C. If Owner proceeds as provided in Paragraph Documents in connection with uncompleted Work, plus 15.02.B, Contractor shall not be entitled to receive any fair and reasonable sums for overhead and profit on such further payment until the Work is completed. If the expenses; unpaid balance of the Contract Price exceeds all claims, costs,losses,and damages(including but not limited to all 3. all claims, costs, losses, and damages fees and charges of engineers, architects, attorneys, and (including but not limited to all fees and charges of other professionals and all court or arbitration or other engineers, architects, attorneys, and other professionals dispute resolution costs) sustained by Owner arising out and all court or arbitration or other dispute resolution of or relating to completing the Work,such excess will be costs) incurred in settlement of terminated contracts with paid to Contractor. If such claims, costs, losses, and Subcontractors,Suppliers,and others; and I damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, 4. reasonable expenses directly attributable to and damages incurred by Owner will be reviewed by termination. I Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. B. Contractor shall not be paid on account of loss When exercising any rights or remedies under this of anticipated profits or revenue or other economic loss Paragraph Owner shall not be required to obtain the arising out of or resulting from such termination. I lowest price for the Work performed. 15.04 Contractor May Stop Work or Terminate D. Notwithstanding Paragraphs 15.02.B and I 15.02.C, Contractor's services will not be terminated if A. If, through no act or fault of Contractor, (i) Contractor begins within seven days of receipt of notice the Work is suspended for more than 90 consecutive days of intent to terminate to correct its failure to perform and by Owner or under an order of court or other public proceeds diligently to cure such failure within no more authority, or (ii) Engineer fails to act on any Application than 30 days of receipt of said notice. for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally E. Where Contractor's services have been so determined to be due, then Contractor may, upon seven terminated by Owner, the termination will not affect any days written notice to Owner and Engineer, and provided • rights or remedies of Owner against Contractor then Owner or Engineer do not remedy such suspension or existing or which may thereafter accrue. Any retention or failure within that time, terminate the Contract and payment of moneys due Contractor by Owner will not recover from Owner payment on the same terms as release Contractor from liability. provided in Paragraph 15.03. II F. If and to the extent that Contractor has B. In lieu of terminating the Contract and provided a performance bond under the provisions of without prejudice to any other right or remedy, if I Paragraph 5.01.A,the termination procedures of that bond Engineer has failed to act on an Application for Payment shall supersede the provisions of Paragraphs 15.02.B, and within 30 days after it is submitted, or Owner has failed 15.02.C. for 30 days to pay Contractor any sum finally determined I to be due,Contractor may,seven days after written notice 15.03 Owner May Terminate For Convenience to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including A. Upon seven days written notice to Contractor interest thereon. The provisions of this Paragraph 15.04 I and Engineer, Owner may, without cause and without are not intended to preclude Contractor from making a prejudice to any other right or remedy of Owner, Claim under Paragraph 10.05 for an adjustment in terminate the Contract. In such case, Contractor shall be Contract Price or Contract Times or otherwise for I paid for(without duplication of any items): expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the I effective date of termination, including fair and ARTICLE 16-DISPUTE RESOLUTION reasonable sums for overhead and profit on such Work; 16.01 Methods and Procedures I A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be EJCDC C-700 Standard General Conditions of the Construction Contract. I Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-40 I governed by the Construction Industry Mediation Rules 2. delivered at or sent by registered or certified I of the American Arbitration Association in effect as of the Effective Date of the Agreement. The request for mail, postage prepaid, to the last business address known to the giver of the notice. mediation shall be submitted in writing to the American I Arbitration Association and the other party to the 17.02 Computation of Times Contract. Timely submission of the request shall stay the effect of Paragraph 10.05.E. A. When any period of time is referred to in the Contract Documents by days, it will be computed to . I B. Owner and Contractor shall participate in the exclude the first and include the last day of such period. If mediation process in good faith. The process shall be the last day of any such period falls on a Saturday or concluded within 60 days of filing of the request. The Sunday or on a day made a legal holiday by the law of the I date of termination of the mediation shall be determined applicable jurisdiction, such day will be omitted from the by application of the mediation rules referenced above. computation. C. If the Claim is not resolved by mediation, 17.03 Cumulative Remedies I Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become A. The duties and obligations imposed by these final and binding 30 days after termination of the General Conditions and the rights and remedies available I mediation unless, within that time period, Owner or hereunder to the parties hereto are in addition to, and are Contractor: not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which 1. elects in writing to invoke any dispute are otherwise imposed or available by Laws or Regula- I resolution process provided for in the Supplementary Conditions,or tions, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated I 2. agrees with the other party to submit the specifically in the Contract Documents in connection with Claim to another dispute resolution process,or each particular duty, obligation, right, and remedy to which they apply. 3. gives written notice to the other party of their I ! intent to submit the Claim to a court of competent 17.04 Survival of Obligations jurisdiction. A. All representations, indemnifications, warran- t ties, and guarantees made in, required by, or given in ARTICLE 17-MISCELLANEOUS accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Docu- ments, will survive final payment, completion, and II 17.01 Giving Notice acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. A. Whenever any provision of the Contract I Documents requires the giving of written notice, it will be 17.05 Controlling Law deemed to have been validly given if: A. This Contract is to be governed by the law of 1. delivered in person to the individual or to a the state in which the Project is located. l member of the firm or to an officer of the corporation for whom it is intended,or 17.06 Headings for I A. Article convenience and paragraph only and do headings not cons are titute inserted parts of these General Conditions. I I I EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright©2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-41 10:10 MAY 16, 2AU6 FAX NO; 548-9997 #65625 PAGE 2/5 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID RI� BURSCHV DATE(MMIDD/YYYV) PRODUCER I 05/16/06 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION RJF Agencies, Inc. Plymouth ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 6000 Nathan Lane N. , Suite 400 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Plymouth MN 55442 Phone: 763-746-8000 INSURERS AFFORDING COVERAGE NAIC# INSURED — INSURER A: Western National Insurance 15377 Burschville Construction Co INSURERS Travelers Ins. Co. J&K Schendel _ fax 763-497-4266 INSURER C. PO Box 65 Hanover MN 55341 INSURER D COVERAGES INSURER E. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TNSR RUM_ --- LTR INSRC TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIOW DATE(MMIDINYY) DATE(MM/DDlYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X X COMMERCIAL GENERAL LIABILITY CP300007926 05/01/06 05/01/07 PREMISES(Eaoccurcnce) $ 100,000 CLAIMS MADE X OCCUR X Blkt Addl Insd MEDEXP(Anyoneperson) $ 5,000 PERSONALS ADV INJURY $1,000,000 X contractual liab GENERAL AGGREGATE $2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: _ POLICY X PE� LOC PRODUCTS-COMP/OP AGG $2,000,000 AUTOMOBILE LIABILITY A X ANY AUTO CA300008438 COMBINED SINGLE LIMIT 05/01/06 05/01/07 (Ea accident) S 1,000,000 ALL OWNED AUTOS SCHEDULED AUTOS BODILY S (Peer r person) — HIRED AU 1 OS — NON-OWNED AUTOS BODILY INJURY $ (Per accklent) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AN AUTO AUTO ONLY-EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESS/UMBRELLA LIABILITY A X 'OCCUR I J CLAIMS MADE CU300003110 EACH OCCURRENCE $5,000,000 05/01/06 05/01/07 AGGREGATE _ $5,000,000 X IDEDUCTIBLE S RETENTION $10,000 $ WORKERS COMPENSATION AND 8 EMPLOYERS'LIABILITY we si n rU- °R- EMPLOYERS' X TORYLIMITS I ER ANY PROPRIETOR/PARTNER/EXECUTIVE WC300003007 05/01/06 05/01/07 E.L.EACH ACCIDENT $100,000 OFFICER/MEMBER EXCLUDED? __--, yes,describe under E L.DISEASE-EA EMPLOYEE $100,000 SPECIAL PROVISIONS below OTHER E.L.DISEASE-POLICY LIMIT $500,000 B Lease/Rented QT660411X8343 05/01/06 05/01/07 Leased 350,000 Equipment DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Deduct 1,000 City of park Heights and Bonestroo, Rosene, Anderlik & Association are additional insured per attached forms CG 2033 07-04 and CG 2037 07-04. CERTIFICATE HOLDER CANCELLATION • CITYOOA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL City of Oak Park Heights IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 14168 Oak Park Blvd Oak Park Heights MN 55082 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) Tom Nepper ©ACORD CORPORATION 1988 10 11 MAY 16, 2 006 FAN, No: 548-9997 #65625 PAGE: 3/5 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract to the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001108) 10:11 MAY 16, 20 06 F9X NO:_548-9997 165625 PAGE: 4/5 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Or•anization s : Location And Descri•tion Of Corn•leted Co•erations City of Oak Park Heights Novak Ave N & Norwich Ave N Utility 14168 Oak Park Blvd & Street Improvements Project Oak Park Heights, MN 55082 Bonestroo, Rosene, Anderlik &Association (architects) Information required to complete this Schedule, if not shown above,will be shown in the Declarations. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s)shown in the Schedule, but only with respect to liability for"bodily injury"or"property dam- age" caused, in whole or in part, by"your work" at the location designated and described in the sched- ule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". 1 CG 20 37 07 04 ®ISO Properties, Inc.,2004 Page 1 of 1 p 1©:12 MAY 16, 2006 FAX..NO: 548-9997 #65625 PAGE: 5/5 COMMERCIAL GENERAL LIABILITY CG 20 33 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES ES OR WHEN CONTRACTORS - AUTOMATIC E��ENT WITH YOU REQUIRED IN CONSTRUCTION AG This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II —Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured any person or or- additional insureds, the following additional exclu- ganization for whom you are performing operations sions apply: when you and such person or organization have This insurance does not apply to. agreed in writing in a contract or agreement that ''Bodily injury", "property damage" or "personal such person or organization be added as an addi- and advertising inu y", injury""property arising out of the"personal tional insured on your peal insured Such person wior th or- ing of, or the failure to render, any professional spect tion is an additional insured only prop rt architectural, engineering or surveying ser- damage"to liability for "bodily injury', "property vices,including: damage" or "personal and advertising injury' vices, The preparing, approving, or failing to pre- caused,in whole or in part, by: pare or approve, maps, shop drawings, pre- 1. Your acts or omissions;or opinions, reports, surveys, field orders, 2. The acts or omissions of those acting on your change orders or drawings and specifica- behalf; tions;or in the performance of your ongoing operations for b. Supervisory, inspection, architectural or the additional insured. engineering activities. A person's or organization's status as an additional 2. "Bodily injury" or "property damage" occurring insured under this endorsement ends when your after: operations for that additional insured are com- pleted. a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than ser- vice, maintenance or repairs) to be per- formed by or on behalf of the additional in- sured(s) at the location of the covered operations has been completed;or b. That portion of"your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontrac- tor engaged in performing operations for a principal as a part of the same project. CG 20 33 07 04 ISO Properties, Inc.,2004 Page 1 of 1 ❑