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Home My WebLink Aboutproject manual-salt storage bldg-2002 r ' � HENNEPIN COUNTY - PR4PEI�TY 5ERVICES ' - � �� - �, � , ' �.� , , � �$ �,�� , ! - �� 1 �. : : � �3oO � � C � � � � � � � FOR � � � - � +. SALT STORAGE BUII.DING Orono, Minnesota � ' March 2002 � -- ��. - Hennepin County Project No.: 003I569 ' �' H.C.Project Manager: Tom Bravo r �� , ., . f . � . _ _ � ____ _ ___________� . � �: �._________�__ � � i L. G. Fulop Architects & Flanners ��. .��" - � ��:�� Minneapolis,MN� 55436 � � � � David B. Morris P.A. Structural Engineers, i �. � �-x Edea Prairie,MN 55346 � ,,� � � Steen Engineering,Inc. � <__, Brooktyn Park,MN 55430 ; , � �.; � _ ��:: :._..��..��..._�_..___.._ _.�. - ` � ' Henne in Coun S ecial Re uirements, Pro Services General TITLE PAGE P h' P 9 P�Y ' , PROJECT MANUAL FOR THE CONSTRUCTION OF , ORONO NEW SALT STORAGE BUILDING � ' FOR HENNEPIN COUNTY � STATE OF MINNESOTA Project Number: 0031569 � Contract Number: 0751R2 Commission Number: ' Architect's Name: L. G. Fulop Architects &Planners ' Address: 6650 Vemon Avenue S.,Suite 117,Minneapolis, MN 55436 Telephone: 952-930-0043 ' Structural Engineer'sName:David B. Morris P.A. Address: 6940 Ticonderoga Trail, Eden Prairie,MN 55346 , Telephone: 952-934-0351 ' Electrical Engineer's Name: Steen Engineering,Inc. Address: 5650 North Lilac Drive,Brooklyn Center,MN 55430 ' Telephone: 763-585-6742 � Specifications Consultant: George Normandin,Consulting Architects Chartered Address: 903 Plymouth Building, 12 South 6�' Street Minneapolis, MN 55402 Telephone: 612-332-1908 , Date: March 22, 2002 ' /OSS.OSS.Title Page , Title-1 HENNEPINCOUNTY Orono Salt Storagg March 22,2002 Project No.:0031569 Contract No.: 0751R2 � Division 0 Contents and Schedule of Drawings - Section 00010 , ' SECTION 00010 I TABLE OF CONTENTS AND SCHEDULE OF DRAWINGS Project Number.0031569 Contract No.: 0751R2 ' DIVISION 0 - BIDDING AND CONTRACT REOUIREMENTS � Instruc6ions for Prepazation of Bid Documents 00001 Title Page � 00010 Table of Contents and Schedule of Drawings 00030 Advertisement for Bids �050 Instructions to Bidders-AIA Document A 701,1987 Edition 00120 Bid Form -Supplementary Instructions for Bidders � 00300 Bid Form Hennepin County's Appendix S Small Business Enterprise Program(5p) Hennepin Co�u►ty Small Business Enterprise Program-Prime Contractor/Supplier Participation � Form Hennepin County Small Business Enterprise Program-Subcontractor's Participation Form Construction Affirmative Action Plan ' Minnesota Department of Labor-Prevailing Wages for State Funded Construction Projects 00700 General Conditions of the Contract for Construction-AIA Doc.A201,1987 00800 Supplementary Conditions 00850 Special Conditions ' DIVISION 1-GENERAL REOUIREMENTS ' General Requirements- All Sections Technical Specifications Sections Project Drawings , 01010 Summary of Work , 01040 Coordination 01095 Reference Standazds and Definitions , 02300 Hazardous Materials Procedures 01300 Submittals � 01400 Quality Control ' 01500 Construction Facilities and Temporary Controls 01700 Contract Closeout ' 00010-1 ' �p�Cp�'t'y ono ra¢e March 22,2002 Project No.: 0031569 Contract No.:0751 R2 , ' Contents and Schedule of Drawings - Section 00010 Division 0 tDIVISION 2-SITE WORK 02300 Earthwork , 2711 Foundation Drainage System , 2900 Landscaping DIVISION 3-CONCRETE ' 03300 Cast-in-Place Concrete 03450 Architectural Precast Concrete - Plant Cast , DIVISION 6-WOOD&PLASTICS 06105 Miscellaneous Carpentry � DNISION 7-THERMAL&MOISTURE PROTECTION � 07180 Water Repellents 7531 EPDM Single-Ply Membrane Roofing � 7620 Sheet Metal Flashing and Trim 7901 Joint Sealants � DIVISION 9-FINISHES ' 09900 Painting DIVISION 16- ELECTRICAL � 16010 General Conditions 16040 Trenching and Backfilling 16050 Basic Material and Methods , 16110 Conduits and Fittings 16120 Boxes and Fittings 16130 Wire and Cable 16140 Wiring Devices ' 16160 Panelboards 16180 Equipment Wiring 16300 Lighting ' 16900 Schedules Light Fixture Schedule ' APPENDICIES Report on Geotechnical Exploration and Review(by American Engineering Testing,Inc.) ' Standard Plates by Minnesota Department of Transportation Index Details ' 00010-2 HENNEPIN COtINTY Orono Salt Storaee March 22.2002 Project No.: 0031569 Contract No.: 0751R2 � 'vi ion 0 Contents and Schedule of Drawings - Section 00010 , Di s SCHEDULE OF DRAWINGS ' A-1 Site Plan ' A-2 Architectural Plans and Elevations A-3 Architectural Details ' S-1 Foundation Plan S-2 Roof Framing Plan ' S-3 General Structural Notes and Structural Details S-4 Structural Details E-1 Electrical Tide Sheet, Electrical Plan & Details , CONSTRUC'I'ION PLAN FOR GRADING, BITUMINOUS PAVING AND STORM SEWER ' NOTE;The entire set of Construction Plan for Grading and Bituminous Paving and Storm Sewer,pp. 1-28, (11"x 17"sheets)dated 3/15/02,as prepared by Hennepin County Transportation Department (County Project 9990072), � is attached for Contr�ctor's infotmation and guide. 1/28 Title Sheet ' 2/28 Site 3/28 Statement of Estimated Quantities 4/28 Alignment Plan 5/2g Alignment Plan-Tables ' 6/28 Typical Sections 7/28 Inplace/Proposed Contours-North Half 8/28 Inplace/Proposed Contours-South Half , 9/28 Construction Plan- North Half 10/28 Construction Plan-South Half 11/28 Grading&Erosion Control Plan 12/28 Grading&Erosion Control Plan � 13/28 Storm Sewer Profiles/Tabulation/Removals 14/28 Culvert Profiles/Tabulation & Details 15/28 Temporary Erosion Control Details ' 16J28 Profiles 17/28 Profiles 18/28 Profiles ' 19/28 Cross Sections 20/28 Cross Sections 21/28 Cross Sections 22/28 Cross Sections � 23/28 Cross Sections 24/28 Cross Sections 25/28 Cross Sections ' 26/28 Cross Sections 27/28 Cross Sections 28/28 Cross Sections ' END OF SECTION 00010 /oss/000io.c�,te„t��-a 00010-3 ' I�NNEPIN COLJNTY Orono Salt Storaee March 22,2002 Pro�ect No.: 0031569 Contract No.: 0751R2 ' � Hennepin County Supplementary I Contract Requirements,Property Services 1/2/02 Edition Page I of 2 ' SECTION 00030 ADVERTISEMENT FOR BIDS � Name of Project: ORONO NEW SALT STORAGE BUILDING � Address of Project: 3880 Shoreline Drive County Road 15 Orono, MN 55356 � BIDS RECEIVED UNTIL: 2:00 PM. April 16,2002 ' Sealed Bid Pronosals for the ORONO NEW SALT STOR.AGE BUILDING construction work to be provided in accordance with the construction contract documents as prepared by L. G. Fulop Architects � & Planners will be received in the office of the Purchasing Manager, Purchasing and Targeted Contract Services,Room A2205, Government Center, 300 South Sixth Street, Minneapolis, Minnesota SS487- 0225, until the date and time stated above,at which time they shall be publicly opened and read aloud. � Contract Documents for this construction work may be earamined in the office of the Hennepin County Purchasing Manager, (address a.bove); the Minneapolis and Saint Paul Builder's Exchanges; the � Minneapolis Office of the F.W. Dodge Corporation; the New Hope Office of Construction Maxket Data;NAMC (National Association of Minority Contractors); and L. G. Fulop Architects & Planners, 6654 Vemon Avenue S.,Suite 117,Minneapolis, MN 55436. ' Bidders may receive complete sets of the Construction Documents, up to a limit of three (3) sets per bidder,from L. G. Fulop Architects & Planners, 6650 Vernon Avenue S., Suite 117, Minneapolis, MN � 55436 upon the deposit of a check in the amount of$ 50.00 per complete set made payable to Henne�in, Countv Treasurer. Deposit(s) will be retumed to all bidders who submit bona fide bids and return the Documents in good condition within (10) days after the receipt of Bids. Contract Documents will be ' available to bidders on March 22, 2002. Additional Complete Sets of the Contract I�cuments may be purchased upon payment of$ 50.00 per set and payment will not be applicable to refund. � The Work will be accomplished under a single Prime Contract to include general, mechanical and electrical construction. The Bidder is required to include base bid sum(s), altemate bid sum(s) and unit , prices in the Bidder's Proposal. Bidders are alerted that all contractors and subcontractors involved in this project shall comply with the , requirements of the Labor Standards Provisions as indicated within the Section 00800 - Supplementary Conditions. If the amount of the Bidder's Proposal exceeds$100,000, the apparent low bidder will be required to ' submit the Small Business Enterprise (SBE)Participation Forms and a Construction Affirmative Action Plan as outlined in Section 00120- Supnlementarv Instructions to Bidders. � Advert-1 HEIVNEPINCOUIJTY Orono Salt Storagg March 22,2002 Project No.: 0031569 Contract No.: 0751 R2 ' � Hennepin County Supplementary Contract Requirements,Property Services 1/2/02 Edition Page z of 2 , The Construction Affirmative Action Plan and a directory of certified small businesses (Central , Certification Program Business Directory [CERT]), are available through a link on the Purchasing and Targeted Contract Services(PTCS)website at � http: //www.eo.hennenin.mn.uslpurchasing/Procurement.htm . You can also access mformation on how to become certified as a small business, through the follov�nng website: http://www.impactcor�com/cert/ . � If you do not have computer access, a copy of all documents are available at the PTCS Office, Govemment Center room A-2200. A nre-bid tour of the site and conference for all interested Contractors and Subcontractors will be held at ' the Orono P.W. Facility,3880 ShorelineDrive,County Road 15,Orono,NiN 55356 on April 4, 2002 at 1:00 PM. , Each bid shall be accompanied by a certified check, cashiers check, or corporate surety bond in an amount equal to five(5%)percent of the base bid,as bid security. ' If awarded a contract, each successful Bidder shall be required to furnish a Performance Bond and a Payment Bond. , Hennepin County reserves the right to reject any or all bids received and to waive any informalities and irregularities in the bidding. � Jill L. Alverson ' Purchasing Manager of Hennepin County, State of Minnesota r � t � � /OSS.Advertisemt for Bids ' Adv�t 2 ' HENNEPINCOi1NTY Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 r � Hennepin Counry Supplementary Section 00050-INSTRUCTTONS TO BIDDERS Contract Requirements,Property Services, 1/2/02 Edition � Pa e 1 0 1 g f � rSECTION 00050 � INSTRUCTIONS TO BIDDERS � Instructions to Bidders,AIA Document A701, 1987 Edition, are incorporated into this Project Manual by reference. An original copy of A701, 1987 is available for viewing by Bidders in the office of Hennepin County Property Services,A2208 Govemment Center, 300 Sixth Street, Minneapolis, MN ' S5487 and the office of the Architect,L. G. Fulop Architects& Planners, 6650 Vemon Avenue S., Suite 117, Minneapolis,MN 55436. , (If and when original or electranic copies of A701, 1987 Edition, beco»re available for purchase by Hennepin County Property Services or our Consultants, they shouCd be inserted into the Project Manual, in lieu of incorporation by reference) ' ' � � ' ' ' 1 , ioss.�,s�Biaae�.a � InstrBiddeis-1 HENNEPINCOUN'TY Orono Salt Storaee March 22,2002 Project No.:0031569 Contract No.: 0751R2 ' ' Hennepin County Special Requirements, Property Services SUPPLEI�TITARYINSTRUCTIONS TOBIDDERS SPECIAL REQUIREMENTS: BIDDING/CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PROlECTS , BID FORM Page I of S SECTION 00120 � SUPPLEMENTARY INSTRUCTIONS TO BIDDER � The following Articles modify, change, delete from or add to the "Instructions to Bidders", AIA � Document A701, 1987 Edition,and shail take precedence over the Instructions to Bidders. 4.2 BID SECURITY � Change the first sentence of Subparagraph 4.2.1 to read as follows: 4.2.1 Each Bid shall be accompanied by a certified check,cashiers check or Corporate surety bond ' in an amount equal to five(5%)percent of the Bid pledging that the Bidder will enter into a contract with the Owner on the terms stated in the Bid and will,if required,furnish bonds as ' described hereunder in Article 7 covering the faithful performance of the Contract and the payment of all obligations arising thereunder. Add to Subparagraph 4.2.2 as follows: ' Bid security shall be made payable to the Hennepin County Treasurer without conditions. � Bid bonds shall be duly executed by the Bidder as a principal and issued by a corporate surety company authorized to do business in the Sta.te of Minnesota. � The Attorney-in-Fact who executes a surety bond on behalf of the surety shall affix to the bond a certified and current copy of the Attomey-in-Fact's Power of Attomey, which shall , include the Attomey-in-Fact's current business address and telephone number. 4.4 MODIFICATION OR WITHDRAWALOF BID ' Change Subparagraph 4.4.1 to read as follows: 4.4.1 A Bid may not be modified, withdrawn or canceled by the Bidder for a period of 45 days ' following the time and date designated for the receipt of Bids, and Bidder so agrees in ' submitting the Bid. 5.3 ACCEPTANCE OF BID(AWARD) ' Add the follovv�ng to the end of the first sentence of Paragraph 5.3.1: Nothing herein shall preclude the Owner, in its sole discretion, from providing additional ' funds as it deems necessary. Suppl Instr Bi�ers-1 � H�NNEPINCOI]NTY Orono Salt Storagg March 22,2002 Project No.: 0031569 Contract No.: 0751R2 , i Hennepin County Special Requirements, Property Services SUPPLEMENTARYINSTRUCTIONS TOBIDDERS ' SPECIAL REQUIREMENTS: BIDDIIVG/CONSTRUCTIDN DOCUMENTS FOR CONSTRUCTION PROIECTS BID FORM ' Page 2 of S Change subparagraph 5.3.2 to read as follows: 5.3.2 T'he Owner shall have the right to determine the low bidder based upon the sum of the Base ' Bid alone. Add the following to Article 5: ' S.4 NON-COLLUSION CLAUSE � 5.4.1 The Bidder agrees that the Bidder has not directly or indirectly taken any actions in restraint of free competitive bidding in connection with its proposal. , More specifically,Bidder affirms as follows: The prices in Bidder's proposal have been azrived at independently, without consultatioq ' communications or agreements,for the purpose of restricting competition, as to any matter relating to such prices with any other vendor of the goods or services described in the invitation to bid; � The Bidder has not communicated the contents of its proposals to any person other than an employee, o�icer, partner or agent of bidder or its surety on any bond furnished with the � proposal nor has bidder authorized,directly or indirectly,any person whomsoever to do so; nor will bidder communicate said contents or authorize directly or indirectly, any person whomsoever to do so prior to the official opening of the proposal; ' No attempt has been made or will be made by the Bidder to induce any other person to submit a proposal for the purpose of restricting competition; ' Bidder understands that applicable law provides that collusive bidding shall be punishable by a fine not to exceed$10,000 or imprisonment for a period up to five years, or both. � 6.2 OWNER'S FINANCIALCAPABII�fY ' Delete Paragraph 6.2 and Subparagraph 6.2.1. 7.1 BOND REQUIREMENTS ' Change Subparagraph 7.1.1 to read as follows: , 7.1.1 If awarded the Contract,the Bidder shall fumish a performance bond and a payment bond in accordance with Minnesota Sta.tutes, Sections 574.26 - 574.32. The performance bond sha11 be for the use and benefit of the County and shall provide for the completion of the ' Contract according to its terms. The payment bond shall be for the use and benefit of all persons furnishing labor and materials engagedunder or to perform the Contract. Each bond shall be written for the full amount of the Contract price. � Suppl Instr Bi�ets-2 HEIJIVEPINCOIJNTY Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' � Hennepin County Special Requirements,Property Services SUPPLEMENTARYINSTRUCTIONSTOBIDDERS SPECIAL REQUIREMENTS: BIDDING/CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PROJECTS , BID FORM Page 3 of S 7.2 TIlVIE OF DELIVERYAND FORM OF BONDS ' Change Subparagraph 7.2.2 to read as follows: ' 7.2.2 The performance bond and the payment bond sha.11 each be written on a form required by Hennepin County. A copy of each bond form may be examined in the office of the ' Manager,Purchasing Division,Hennepin County, A2205 Government Center, Minneapolis, Minnesota, or a copy will be fumished upon written request. Change Subparagraph 7.2.4 to read as follows: � 7.2.4 The sureties and reinsuring companies shall be authorized to conduct surety business in the ' State of Minnesota, and the sureties and reinsuring companies shall be listed in the current Department of the Treasury Circular No. 570 with an underwriting limitation equal to or greater tha.n the penal sum of the bonds to be fumished. � The Attorney-in-Fact who executes a surety bond on behalf of the surety shall affix to the bond a certified and current copy of the Attorney-in-Fact's Power of Attorney, which shall � include the Attomey-in-Fact's current business address and telephone number. 8.1 FORM TO BE USED , Change Subparagraph 8.1.1 to read as follows: 8.1.1 The Agreement shall be written on a form required by Hennepin County, and Hennepin � County shall prepare the Agreement. A copy of the Agreement form may be examined in the office of the Manager, Purchasing Division, Hennepin County, A-2205 Govemment ' Center,Minneapolis, Minnesota 55487, or a copy will be furnished upon written request. Add the following Articles: ARTICLE 9 � OBLIGATIONS OF BIDDER , 9.1 EXAMINATIONOF THE SITE AND DOCUMENTS. ' 9.1.1 Each Bidder is obligated to thoroughly examine and study all Contract Documents, Bid and Contract Forms, and Bidding Requirements and to visit the site, to fully inform the Bidder as to all conditions,requirements and other factors which will affect the Bid or execution of ' the work under the Contract Documents. By submitting a Bid, the Bidder represents that the Bidder has made such examination and study, understands the requirements of the , Contract Documents and Bidding Requirements, is familiaz with the site and site conditions and that the Bid is made m conformance vv�th a11 reqwrements. Suppl Instr Bidders-3 � HENNEPINCOUNTY Orono Salt Storagg Mazch 22,2002 Project No.: 0031569 Contract No.: 0751R2 , ' Hennepin County Special Requirements,Property Services SUPPLEMENTARYINSTRUCTIONSTOBIDDERS ' SPECIAL REQUIREMENTS: BIDDING/CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PROJECTS BID FORM , Page 4 of S 9.1.2 In examiningthe site,the Bidder shall become fully informed and record all investigations as to the condition of the site and surrounding area,locations and accessibility, existing utilities 1 and features,relocations that might be necessary to accomplish the work under the Contract, available facilities and difficulties that may be encountered therewith, other work that may be m progress thereon at the time the bid is submitted and other relevant matters which may , affect the Bid or accomplishment of the work under the Contract Documents. 9.2 PROMPT PAYMENTTO SUBCONTRACTORS. � 9.21 Bidders are advised that Minnesota Statutes Section 471.425, subd. 4a, requires prompt �yment to Subcontractors. The law requires the prime Contractor to pay any , Subcontractor within ten days of the prime Contractor's receipt of payment from the County for undisputed services provided by the Subcontractor. The law also requires the prime Contractor to pay interest of 1-1/2 percent per month on any undisputed amount not ' paid on time to the Subcontractor. AR1'�CI.E 10 ICONTRACT TIME ' 10.1 The Bidder shall achieve Substantial Completion of the Work as specified in Section 00800, Supplementary Conditions, Para.graph 8.4 Liquidated Damages. If the Contractor fails to complete its obligations within the project schedule, the Owner will be entitled to damages , on a daily basis. ARTICLE 11 I �,��A� ' 11.1 T'he Owner reserves the right to reinstate any alternate bid rejected at the time of contract award in the amount proposed by the successful Bidder, provided such reinstatement is made within one hundred twenty (120) days after the Bid opening. However, the Owner , sl�ll not reinstate an alternate bid unless the successful Bidder, with the inclusion in the contract award of any such alternate bid,would have been the successful Bidder at the time of contract award. rARTICLE 12 , P�tE-BID CONFERENCE 12.1 T'he Architect shall conduct a Pre-Bid Conference at the site, as per the Advertisement for Bids, for the benefit of the Bidders. All Bidders are encouragedto attend. A Small Business ' Enterprise mixer,to encourage new working relationships between the Bidders and SBE sub- contractors, may occur at this time,at the County's option. , Suppl Instr Bidders-4 HENNEPINCOUNTY Orono Salt Storage March 22,2002 Project No.: 003 t 569 Contract No.: 0751 R2 , � Hennepin County Special Requirements, Properry Services SUPPLEMENTARYINSTRUCTIONSTOBIDDERS SPECIAL REQUIREMENTS: BIDDINC/CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PROJECTS ' BID FORM Page S oj5 ' ARTICLE 13 ' HENNEPIN COUNTY AFFIRMATIVE ACTION POLICY AND SMALL BUSINESS ENTERPRISE PROGRAM ' 13.1 If the amount of the Bidder's Proposal exceeds$100,000,the Bidder, when required, should submit the Sma11 Business Enterprise (SBE) Participation Forms and a Construction � Affirmative Action Plan within 48 hours of notification of being the apparent low bidder. The Contract will not be awarded unless the required Small Business Enterprise (SBE) Participa.tion Forms, the required Construction Affirmative Action Plan and any plan ' information, requested by the County, have been approved by the County. Both are required unless the bidder receives an exemption from the County, as outlined in the Contract Documents. ' 13.2 The SBE utilization goal for this project is 20%. 13.3 Contractors shall submit SBE Participation Reports to TCS on a monthly basis, indicating ' their total contract value and the breakdown of all self-performed and subcontra.cted work—including both certified SBEs and non-SBEs. ' �oss.su�i��B�aae�s ' ' , ' r � � Suppl Instr Bidders-5 ' �P�C� Orono Salt Storage March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' ' Hennepin Counry Special Requirements Section 00300-BID FORM , SPECIAL REQUIREMENTS: BIDDING/CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PROJECTS BID FORM ' Page 1 of 3 SECTION 00300 BID FORM , BID FORM SUBMITTED BY ' legal name of person, firm or corporation County of Hennepin ' Jill L. Alverson, Purchasing Manager Pwchasing Division A2205 Government Center , 300 South Sixth Street Minneapolis, Minnesota 55487 ' Gentlemen: ' 1. The undersigned, having carefully examined the Bidding Documents prepared by L. G. Fulop Architects &Planners, 6650 Vernon Avenue S., Suite 117, Minneapolis, MN 55436 for the Work in conjunction with the: � Project Title: ORONO NEW SALT STORAGE BUII..DING � Address: 3880 ShorelineDrive County Road 15 Orono, MN 55356 , and having examinedthe site and being familiar with the local conditions affecting the cost of the Work, hereby proposes to furnish all labor, material, equipment, tools, transportation ' and services necessary to complete the Work in accordance with said Contract Documents for the following sums: ' BASE BID , Dollars($ ) , iJNIT PRICE Contractor to provide unit price for the hauling and disposal of excess excavated earth from the construction site. � cost per cubic yard Dollars ($ ) ' Bid Form-1 HENNEPINCOLTNTY Orono Sait Storage March 22,2002 Project No.:0031569 Contract No.:0751R2 , � Hennepin County Special Requirements Section 00300-BID FORM ' SPECIAL REQUIREMENTS: BIDDWG/CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PROJECTS BID FORM , Page 2 of 3 ' 2. The undersigned agrees,if awarded the Contract, to substantially complete the Work of the Contract, subject to the time provisions of the Contract Documents, Section 00800 Supplementary Conditions, Paragraph 8.4 Liquidated Damages. , 3. Accompanying this Bid is the security required by the Bidding Documents in the form of a in the amount of Dollars , ($ ). The undersigned agrees that if this Bid is accepted and the undersigned refuses, fails or neglects to execute the Agreement and furnish a satisfactory , Performance Bond and Payment Bond in accordance with this Bid and the Contract Documents, this Bid Security shall be forfeited, without recourse, to the Owner, not as a penalty, but as liquidated damages. ' 4. The undersigned agrees,if awarded the Contract, to execute and deliver to the Owner, within fifteen(15) calendar days after receipt of written notification of said award, an Agreement, � in the form specified, together with a satisfactory Performance Bond and Payment Bond each written on Owner specified form and executed by a corporate surety acceptable to the Owner. ' S. The undersigned agrees that this Bid may not be withdrawn for a period of forty-five (45) calendar days immediately following the date of receipt of bids. , 6. In submitting this Bid, it is understood that the Owner reserves the right to reject any or all bids,to accept any alternate(s)in any order or combination,and to waive any informality or ' minor irregularity in any bid received, and to readvertise for new bids where rejection, waiving or readvertising is deemed by the Owner to be in its best interest. ' 7. In submitting this Bid, the Bidder understands and agrees to the Terms of the Contract Documents including, without limitation, Paragraph 5.4, entitled Non-Collusion Clause, within Section 00120, Supplementary Instructions to Bidders. , 8. In submitting this Bid, the Bidder understands and agrees that if awarded the Contract, the contractor and all subcontractors shall pay all laborers and mechanics employed in ' connection with the contract not less than the wages prevailing in Hennepin County, Minnesota for the various skills and trades employed, as determined by the Commissioner of the Minnesota Department of Labor and Industry, as s pecifically noted in the Contract ' Document, and shall submit a Contractor/Subcontractor Certification form, submit weekly payroll reports and related documentation, ensure the submission of all required forms by � subcontractors (including lower-tier), and comply with all other requirements of the Labor Standards Provisions of the Contract Documents. ' Bid Form-2 HENNEPINCOLJNTY Orono Salt Stora�e March 22,2002 Project No.:0031569 Contract No.:0751R2 ' ' Hennepin County Special Requirements Section 00300-BID FORM ' SPECIAL REQUIREMENTS: BIDDING/CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PROJECT.S BID FORM , Page 3 of 3 9. With respect to the Bidder's required Small Business Enterprise (SBE) Participation Forms , and Affirmative Action Plan, the Owner shall have the right to delay award and/or reject a Bid if the Small Business Enterprise (SBE)Participation Forms or the Affirmative Action Plan are not submitted or when the submitted Forms or Plan and any requested plan ' information are not brought into compliance with the requirements of the Targeted Contract Services Division. ' 10. Addenda No(s). have been received and incorporated in this bid. , The undersigned operates as a: Sole Owner ' Partnership Corporation, Incorporated in the State of � Other(Specify) ' LEGAL NAME OF PERSON, FIRM OR CORPORATION Name Address ' Telephone � � - ' By Title By Title ' By Title � Seal,if bid is by a Corporation , � /00300.Bid Form.6 , ' Bid Form-3 HENNEPINCOtJNTY Orono Salt Storage March 22,2002 Project No.:0031569 Contract No.:0751R2 � ' + corrrxAcr rro C�75 t �Z2 ' PROJECT NO. OD?�_��,9 � - HENNEPIN COUNTY'S APPENDIX S � SMALL BUSINESS ENTERPRISE PROGRAM ' Henn in Coun Tar eted Contract Services (TCS) has responsibility for the determination of whether eP tY S CONTRACTOR has attained goal or successfully demonstrated good-faith efforts, during the bid/proposal ' evaluation process and contract performance, to comply with the Small Business Enterprise (SBE) goal requirements and goals on non-exempt contracts over $100,000. This Appendix S forms a part of all such contracts. The term "TCS Manager" (Manager) sha11 include the Manager's designates or representatives. The ' Manager may, as often and at such times as the Manager shall deem desirable, make on=site reviews or other contacts to ascertain compliance with this policy. , The SBE utilization goal is up to 20%, based on the opporhmity for contcacting and subcontracting and the availability of certified SBEs. This 20% SBE utilization goal applies to the original dollar value of this contract. Hennepin County Targeted Contract Services Srnall Business Enterprise Program's Prime Contractor's ' Participation Form SBE6 will be used to determine if CONTRACTOR meets this goa1. TCS Form SBE6 must list all of the subcontractor/supplier(s) to be used on the project, indicate the contract amount for each subcontractor/supplier, and identify which subcontractor/supplier(s) comprise CONTRACTOR'S SBE utilization. ' In addition to this, the CONTRACTOR is required to provide a completed Subcontractor's Participation Form SBE7 from all subcontractors/suppliers noted on the Prime Contractor's Participation Form. TCS Forms SBES and SBE7 aze a part of this contract as though fully set forth herein. ' The Manager may grant an exception to the aforesaid goal on a contract-by-contract basis prior to the publication of the bid specifications or other contract documents, or by addendum. If the exception to the SBE utilization goal is granted,a Contract Exception Request Form(TC5 Form SBE3) signed by the Manager,will be attached to the end ' of this Appendix S and the new approved goal shall prevail and wi11 be monitored and evaluated in the same manner as the original SBE goal. ' FXCEPTIONS TO SBE GOALS The CONTRACTOR may request an exception to the aforesaid goal based upon any one of the following ' situations. To request an exception, the CONTR.ACTOR must submit TCS Contractor Exception Request Form SBE4 to the Aennepin County Project Manager or county authorized designee for the project/purchase. � The Manager may grant an exception to the aforesaid goal on a contractar-by-contractor basis for said contract at any point during the bid/proposaUcontract evaluation process. If the exception to the SBE utilization goal is granted,a Conhactor Exception Form(TCS Form SBE4), signed by the Manager, and the new approved goal shall prevail and will be monitored and evaluated in the same manner as the original SBE goal. , Contracts with Other Jnrisdictions This exemption applies when another government jurisdiction ar quasi-governmental agency is contracting with the ' county. Emergency-Related Purchases ' This exception applies for emergency or life-safety (threatening) related purchases authorized by the County Administrator,Deputy Administrator, or the Purchasing Manager. ' ' SBE Program Revised by TCS 9/00 � ' ; , APPENDIX S ' ;Page 2 ,, jSole-Sonrce or Uniqne Goods,Commodities,ar Services i This exceprion applies to requests for bids/proposals in which the scope is necessarily written such that there is only ' one source,regardless of the marketplace that possesses the capability to perform the contrack $elf-Performance ' This exception applies to prime contractars who self-perform more work than the stated goal allows. For example, at 100%, the goal is waived, at less than 100%, the goal could be reduced to reflect the actual opportunity for subcontracting. � , Other Special Circumstances Wauld be evaluated on a case-by-case basis at the time good-faith efforts are reviewed. , ��OOD-F�iTH E�ORTS—BID/PROPOSAL/CONTRACT EVALUATION PROCESS i ,If CONTRACTOR does not attain the afonsaid SBE goal on TCS Form SBE6,CONTRACTOR must successfully demonstrate good-faith efforts in accordance with the"Good-Faith Efforts Guidelines—Evaluation Process"doc�ment conta�ined in Appendix S. CONTRACTOR must submit TCS Form SBE6,SBE7(if applicable),and good-faith efforts documentation to the Hennepin County Project Manager or county authorized designee for the project/purchase by die close of , the next business day or other specified time as detcrmined by the county following CONTR.ACTOR'S receipt of the COUNTY'S notice of apparent low bidder or other notice of iatent to negotiate.Determination of good-faith efforts shall be deemed satisfactory u�on the approval thereof by the Division Manager. If CONTRAGTOR,within the aforemerttioned time period,fails to submit to the County Project Manager or county ' ` authorized designee completed signed TCS Form(s)SBE6,and SBE7(if applicable),which confirms the SBE utilization level,and fails to successfully demonstrate good-faith efforts,as aforesaid,when TCS Form SBE6 ' indicates the SBE goal has not been met,CONTRACTOR may have its bid rejected/contract not approved.� � �PPEAi DURING BID ROPOSAL/CONTRACT EVALUATION PROCESS ' ' If the Manager determines that CONIRAGTOR has failed to meet the SBE utilization goal n�d has failed to successfully demonstrate good-faith efforts to meet the goal during the bid/proposaUcontract evaluation process,the ' ; Manager will notify CONTRAGTQR in writing of the COUNTY'S decision within five (5)business days of such determination. CONTRACTOR aiay appeal the Manager's decision that CONTRACTOR failed to meet the SBE � utilization goal and successfi�lly demonsh�ate gooci faith efforts to meet the goal. , � CONfRACTOR may,within five(5)business days a1�er receipt of the above—referenced written notice,appe�al the � decision to the County Administrator or designee. An appeal must be made in writing and shall be accompanied by any supporting documentation. If CONTRACTOR fails to submit an appeal within the aforesaid time period, the � 'Manager's determination shall remain in e$'ect. The COUNTY may, at its opdon, enter into a contract with the ' next lowest bidder,or other vendor meeting contract specifications or pursue such othez measures as the COUNTY deems to be in its best interes� , C'�OD F�iTH EFFORTS-CONTTZACT PERFOIZMANCE CONTRACTOR agrees that it must maintain the aforesaid SBE utilization level throughout the conhact term, ' extension and renewals of this contract If CONTRACI'OR fails to maintain the SBE utilization goal during the performance of the coniract,and caanot demonstrate good-faith efforts, in ac�ordance with the"Good-Faith Efforts , Guideiines—Contract Performance"document cantained in Appendix S,to mcet said goal, CONTRACTOR may, at the COiJNTY'S sole option,be deemed in breach of contract and subject to satictions. � ', � ' SBE Program Revised by TCS 9/00 � 3 ' ' APPENDIX S Page 3 CONTRACTOR shall insert in all of its subcontracts over $100,000, clauses requiring the subcontractor to: (1) ' adopt the contract-specific designated goal; (2) submit all information and reports required by Hennepin County; and (3) comply with all Hennepin County Board policies with regard to SBE utilization. It shall be the responsibility of the CONTRACTOR to monitor and enforce subcontractor's compliance with this paragraph. � It is understood, however,that the COIJNTY may take such steps as it deems necessary and appropriate to ascertain subcontractors' compliance with this paragraph and further, if the COLTNTY determines that subcontractor is not in � compliance, the COUNTY may require the CONTRACTOR to take appropriate measures to bring subcontractor into compliance. ' SANCTIONS If the aforesaid SBE utilization goal is not met after contract award/approval, the COLJNTY will require CONTRACTOR to successfully demonstrate that good-faith efforts have been made to meet the goal. If the � COIJNTY determines that the CONTRACTOR has failed to demonstrate the same, and/or if the CONI'RACTOR has failed to submit information required by the Manager, and/or the CONTRACTOR has engaged in discriminatory practices*, the COUNTY may, in its sole discretion, suspend, cancel or terminate, in whole or in ' part, the aforesaid contract. Additionally, the COLTN'I'Y may, in its sole discretion, withhold up to fifteen (15%) percent of the contract price until such time as the CONTRACTOR is determined to have submitted the required reports and/or information, and/or the CONTRATOR has demonstrated good-faith efforts, as determined by the � COLJNTY. In the event withholding a portion of the contract price is not a feasible alternative, the COUN'I'Y may, in its sole discretion, assess the CONIIZACTOR a daily charge for each calendar day the CONTRACTOR has not filed the required reports and/or information and/or has not made good-faith efforts,and/or the CONTR.ACTOR has ' engaged in discriminatory practices as aforesaid. Any monies so assessed are not to be construed as a penalty, but as liquidated damages to compensate the COUNTY for the CONTRACTOR'S failure to submit said reports and/or information and/or make good-faith efforts and/or for CONTRACTOR'S discriminatory practices. ' In any suit involving the assessment or recovery of liquidated damages, the reasonableness of the daily charges shall be prestuned. The daily charge will be based on the original contract amount and will be in the amount set forth below in the schedule of liquidated damages. � ORIGINAL CONTRACT AMOUNT CAARGE PER ' CALENDAR DAY FROM MORE THAN TO AND INCLUDING � $ 100,000 $ 150,000 $350 $ 150,000 $ 500,000 $500 � $ 500,000 $1,000,000 $600 $1,000,000 $2,000,000 $700 $2,000,000 ------------- $1000 � The ri hts and remedies available hereunder shall be in addition to and not a limitation of any rights and remedies g otherwise available under the aforesaid contract, law, statute,equity, and/or rules. � * A CONTRACTOR will be deemed to have engaged in discriminatory pracrices if such a finding is made in a final: (1)decision of a hearing or review committee oi the Minneapolis Civil Rights Commission/Minnesota Department of Human Rights;or(2)determination of an administrarive law judge;or(3) order ot a court,and such finding is not reversed in the course of administrative or judiciai review. � � SBE Program Revised by TCS 9/00 � r a PENDIX S ' age 4 � i 'i GOOD-FAITH EFFORTS GUIDELINES � CONTRACT AWARD dnformation referenced below shall be submitted to the county as hereinabove required to assist the county in � evaluating good-faith efforts. Vcrification of good-faith shall include a specific response to each of the following applicable categories. A bidder may include any additional information the bidder believes may be relevant. 1. Verificatian that the bidder rejected SBE's because they did not submit the lowest bid or they were not � qualified. Such verification shall include a verified statement of the amounts of all bids received from potential subcontractors on the project and that the bidder rejected SBE's because they did not submit � the lowest bid from among such bids or they were not qualified. For each SBE found to be not qualified,the vezification shall include a statement giving the bidder's reasons for its conclusion. 2. Verification of effotts to contract by timely written or telephone notice to all appropriate SBE's within , � identified subcontracting categories listed in the most current, approved certification Directory. If ; bidders have purchased project plans seven(7)calendar days or fewer before bids are due,documented a phone calls in lieu of written notice may be permitted. � � 3. Verification of effo�ts to subcontract, consistent with industry practice, with the SBE's whom the : bidder has contacted, or who have contacted the bidder. Include the names, addresses, and telephone , + numbers of a11 SBE's contacted; a description of efforts made to subcontract; and a descriptian of the � information provided to the SBE regarding the plans and specifications for the portion of the work to � be performed by subcontractors. If attempts to subcontract actually occurred, provide the dates and � places of such process and a description of the outcome. ' 4. Verification that the bidder attempted to recruit SBE's from at least the same geographic azea from � which it attempted to recruit other subcontractors. 5. Verification that, consistent with indus�y practice, the bidder gave SBE's necessary access to and � adequate tune to review all necessary project plans, drawings, specifications and other documents, as well as adequate timc to prepare subcontract bids. 6. Verification that, cansistent with industry practice and t1�bidde,r's past practices on similaz projects, � the bidder selected portions of the work to be performed by SBE's in order to achieve the project utilization levels,Including consideration of structuring the conhact into economically feasible units to facilitate meaningful SBE utilization as subcontractors or suppliers. � � 7. Stateme�t giving the reasons why the bidder and each SBE contacted or each SBE that contacted the bidder did not succced in reaching a subcontracting agreement. � ; � 8. Statement that the bidder attended pre-bid meetings or otherwise obtained the inforniation on subcontracting opportunities that is provided at such meetings. � � i1 � j SBE Program Revised by TCS 9/00 � t � +. APPENDIX S , Page 5 � GOOD-FAITH EFFORTS GUIDELINES CONTRACT PERFORMANCE ' � Information referenced below shall be submitted to the county_ as hereinabove required to assist the county in evaluating good-faith efforts. Verification of good-faith shall include a specific response to each of the following applicable categories. The CONTRACTOR may include any additional information the CONTR�CTOR believes may be relevant. ' 1. Verification that the contractor entered into a contract with the SBE firm(s) identified on TCS Form SBE6 to perform work on the projec� � 2. Verification that,consistent with industry standards,the contractor maintained communication with the SBE to insure that the SBE understood when to begin work and was available to fulfill its � contractual agreement. 3. Statement giving the reason(s) why the subcontractor/supplier contracted with to meet the SBE � utilization goal did not fulfill its contractual agreemen� 4. Verification of efforts to replace a non-perfornring SBE by written or telephone notice to all appropriate SBE's within required subcontracting categories listed in the most current, approved � certification directory. � � � M � . � . � � � � � SBE Program Revised by TCS 9/00 � ' Hennepin County � Small Business Enterprise Program Prime Contractor's/Supplier's Participation Form � Project Name: Project Number: Prime Contractor's/Supplier's Name: Phone Number: Fax Number: Contract SBE Goal: °/a Total SBE Participation: % � Total Dollar Amount(Initial NTE)of Contract: Total Dollar Amount of Work Self-PerFormed: I (If entire dollar amount of contracf, as indicated on Prime's/Supplier's SBE Participation Form, wi!!be se/f- performed by the confractor in question,you may stop here after signing and dating fhe form.) � Joint Venture Partner(if any): G Certified SBE O Non SBE Address: Phone Number: Fax Number: Services or Supplies Provided: � Doltar Amount of their Contract: %of Joint Venture's Based Bid: ' List all 1 g`tier subcontractors/suppliers and the dollar walue of their contracts: Firm Name: O Certified SBE 0 Non SBE � Address: Phone Number: Fax Number: Services or Supplies Provided: Dollar Amount of their Contract: � Firm Name: O Certified SBE 0 Non SBE Address: Phone Number. Fax Number: � Services or Supplies Provided: Dollar Amount of their Contract: � Firm Name: G Certified SBE � Non SBE Address: Phone Number: Fax Number: Services or Supplies Provided: � Dollar Amount of their Contract: Firm Name: O Certified SBE G Non SBE � Address: Phone Number: Fax Number: Services or Supplies Provided: � Dollar Amount of their Contract: Firm Name: G Ce�tified SBE O Non SBE Address: I Phone Number: Fax Number: Services or Supplies Provided: Dollar Amount of their Contract: � � Hennepin County P�ime ContraGors Form HC/TCS SBE6 9IOQ R , � Firm Name: 0 Certified SBE O Non SBE � Address: Phone Number: Fax Number: Services or Supplie� Provided: _.- . � Dollar Amount of their Contract: Firm Name: 0 CeRified SBE O Non SBE Address: � Phone Number: Fax Number: Services or Supplies Provided: Dollar Amount of their Contract: tFirm Name: O Certified SBE G Non SBE Address: Phone Number: Fax Number: � Services or Supplies Provided: Doilar Amount of their Contract: � Total Dollar Amount of Work Subcontracted to SBE Subcontractors/Suppliers $ Total Dollar Amount of Woiic Subcontracted to Non-SBE Subcontractors/Suppliers $ � Total Dotlar Amount of Work Self-PerFormed $ Total Bid/Contract $ � � Signature(s): � f Firm: Name o , Business Address: � E-Mail Address: � . � � � � Hennepin County Prlme Contradors Form HGTCS SBE6 tl , ~ � in ount . Hennep C y � Smali Business Enterprise Program Subcontractor's/Supplier's Participation Form � Project Name: Project Number: Prime Contractor's Name: Prime's Phone Number: Subcontractor's Name: Sub's Phone Number: � Doliar Amount of Subcontractor's Contract: Total Dollar Amount of Work Seif-PerFormed by 1$ Tier Sub: (If entire dollar amounf of contract,as indicated on Prime's/Suppliers SBE Participation Form,wiH be se/f- � performed by the subconfracto�/supplier in question,you may stop here after signing and dating the form.) Joint Venture Partner(if any): G Certified SBE O Non SBE � Address: Phone Number: Fax Number: Services or Supplies Provided: � Dollar Amount of their Contract: %of Joint Venture's Based Bid: List all 2'�tier subcontractors/suppliers and the dollar value of their contracts, along with the � percentage of the 1�`tier subcontract each 2"�tier subcontract represents: Firm Name: � Certified SBE G Non SBE � Address: Phone Number: Fax Number: Services or Supplies Provided: Dollar Amount of their Contract: � Firm Name: G Certified SBE 0 Non SBE Address: � Phone Number: Fax Number: Services or Supplies Provided: Dollar Amount of their Contract: , Firm Name: O Certified SBE G Non SBE Address: Phone Number: Fax Number: � Services or Supplies Provided: Dollar Amount of their Contract: Firm Name: O Certified SBE O Non SBE � Address: Phone Number: Fax Number: Services or Supplies Provided: � Dollar Amount of their Contract: FiRn Name: 0 Certified SBE G Non SBE Address: � Phone Number: Fax Number: Services or Supplies Provided: Dollar Amount of their Contract: � � Hennepin County Subc�ntractors Fom� HCrTCS S8E7 9/O�;R ' a Firm Name: � Certified SBE G Non SBE � Address: Phone Number: Fax Number: Services or Supplies Provided: _ Dollar Amount of their Contract: � Firm Name: O Certified SBE G Non SBE Address: � Phone Number: Fax Number: Services or Suppties Provided: Dollar Amount of their Contract: � Firm Name: G Certified SBE � Non SBE Address: Phone Number: Fax Number: Services or Supplies Provided: � Doilar Amount of their Contract: � Total Dollar Amount of Work Subcontracted to SBE Subcontractors/Suppliers $ Total Dollar Amount of Work Sub Contracted to Non-SBE Subcontractors/Suppliers $ � Total Dollar Amount of Work Self-Performed $ Total Bid/Contract $ � � Signature(s): � Name of Firm: � Business Address: � � ,� � . � � Hennepin County Subcontractors Form HC/TCS SBE7 �:� � � CONSTRUCTION AFFIRMATIVE ACTION PLAN � FOR � (Company Name) � Address: � � Phone: ( ) Date: � PROJECT DESCRIPTION: COUNTY CONTRACT NO.: CONTRACT DOLLAR AMOUNT: , CONTRACT PERIOD: to , In accordance with the Hennepin County Board of Commissioners' Resolutions Nos. 87-6-394B, 91-9-685R2, 96-6-362, 96-8-501 and 98-5-274, c�ntractors bidding on non-exempt construction contracts over $50,000 are required to submit an employment Affirmative Action Plan (AA Plan) � and to have the Plan approved by the Hennepin County Targeted Contract Sen�ces Division (TCS) prior to final contract award'by the County. The Plan should be submitted with bid documents/requests for proposals. , A new AA Plan must be approved for each buiiding or highway construdion contract over $50,000. It must cover employment at the County construction site, and the Plan is approved for ' the life of the contract. For maintenance service construcdon contracts over$50,000, contractors must have an AA Plan approved and on file with the TCS. The Pian must cover the contractor's workforces utilized at County construction sites, and the Plan is approved for a two-year period. � During the approval period, such contra�tors are not required to prepare new AA Plans for additional maintenance servic�e contracts. However, they should submit a letter with their bid documents indicating that their Plan is on file with the TCS and the AA Plan's approval period. � AffiRnative Action Plans approved by other govemmental jurisdictions will not satisfy Hennepin County's AffiRnative Action Plan requirement for construction contracts over$50,000. � Questions regarding the preparation of an Affirmative Action Plan should be directed to the Contract Compliancs Specialist, Construction, Targeted Contract Services Division, 348-5960. , TCS 2/2000 � . � � � AFFIRANATIVE ACTION PLAN � TABLE OF CONTENTS ' _ SECTION PAGE � I. AFFIRMATIVE ACTION PLANS ....................................................................... 3 II. EEO/AA POLICY STATEMENT........................................................................ 3 � III. HARASSMENT POLICY STATEMENT.......................................................... 4 IV. RESPONSIBILITIES OF EEO COORDINATOR................................................ 4 � V. CURRENT WORKFORCE ANALYSIS(Permanent Workforce) .......................... 5 1 FORM CC270 ....................................................................................... 6 VI. EMPLOYMENT GOALS FOR MINORITIES 8 WOMEN ....................................... 9 � VII. CALCULATION OF MINIMUM WORK HOURS FOR MINORITIES ANDWOMEN ......................................................................................... 9 ' A. PROJECT WORKFORCE UTILIZATION OF MINORITIES ....................... 10 B. PROJECT WORKFORCE UTILIZATION OF WOMEN ............................... 11 VIII.RECRUI'TMENT OF EMPLOYEES ................................................................... 12 , IX. INTERNAL EQUAL EMPLOYMENT OPPORTUNITY COMPLAINT PROCEDURES .............................................................................................. 12 � X. DISSEMINATION OF AFFIRMATIVE ACTION POLICY AND PLAN .................... 13 ' XI. REPORTING SYSTEM AND INTERWAL AUDIT......................................:......... 13 APPENDIXES � A. EMPLOYMENT RECRUITMENT SOURCES .................................................... 15 � B. SAMPLE LElTER TO UNIONS ....................................................................... 19 X. APPENDIX X-CONTRACT LANGUAGE ........................................................ 20 � C-D. COPIES OF REPORTING FORMS IDENTIFIED IN SECTION X ........................ 22 *'(Detach and Retain Fonns for Company's Use)" � � � 2 � I (COMPANY NAME) , I. AFFIRMATIVE ACTION PLANS � The Company (hereinafter used interchangeably with the word "we") understands that this Affirmative Action Plan (AA Plan) must be approved by the Hennepin County Targeted Contract Services Division (TCS) before final oor�tract award can be made. Appendix X, which is the � contract speafication language, is attached to this Plan and is made a part hereof by this referen�. , The Company will require its subcontradors that wiil provide goods or services over $50,000 for this contract, to submit to the Company AA Plans that are comparable to this Pian. We will state below the projected maximum (contractor�'s and subc.ontractors' combined) , number of workers and hours at the construction site. � TOTAL PROJECT Wo�lcers Hours ' Skilled Unskilled Total Project � II. EEO/AA POLICY STATEMENT , This statement reaffiRns the Company's policy to provide equal opportunity to employees, applicants and subcontractors in acxordanoe with all applicable Equal Employment Opportunity/ AffiRnative Action laws, directives and regulations of the State of Minnesota, federal and local , goveming bodies or agenaes thereof, speafically Hennepin County's Equal Employment Opportunity/Affimnative Action (EEO/AA) Poliaes. The Company: � 1. Will not discriminate against any employee or applicant for employment because of raoe, color, creed, religion, national origin, sex, sexual orientation, disability, age, marital status, or public assistance status. � 2. Will take affim�ative ac�tion to ensure that the Company's employment pracqces are free of discrimination including, but not limited to, hiring, upgrading, demotion, transfer, , recxuitment and recruitment advertising, selection, layoff, disaplinary action, termination, rates of pay or other forms of compensation and selec�on for training inGuding apprenticeship. ' 3. Prohibits the harassment of any employee or job applicant because of sex, national origin or race (See Section III). � 4. Commits the necessary time and resourves, both finanaal and human, in making bona fide efforts to achieve the employment goals. ' � 5. Evaluates the perFormance of its management and supervisory personnel on the basis of their involvement in achieving these AA objecqves as well as other established criteria. � 3 � � � 6. Has appointed an EEO Coordinator to manage the EEO Program. The Coordinator's � responsibilities indude monitoring all EEO activities and reporting the effectiveness of the � AA Program, as required by Hennepin County. If any employees or applicants for employment believe they have been discriminated against, contact the EEO Coordinator. � Employees of this Company and subcontractors on this contract/project, who have not made bona fide efforts to compty with the EEO policies and procedures set forth in this Statement and � AA Plan� will be subject to disciplinary action. Any subcontractor, vendor or supplier not complying with all applicable EEO/AA laws, directives and regulations of the State, federal and local goveming bodies or agenaes thereof, speafically Hennepin County's EEO/AA policie$. will � be subjec�to appropriate 1ega1 sanctions. . ; III. HARAS3MENT POUCY STATEMENT . � 1 The Company agrees that harassment as stated herein is a fonn of discrimination. The policy of the Comparry is to ensure and maintain a working environment free of harassment, ' including sexual and racial harassment, on County c�onstruction sites and faalities. Unwelcome verbal or physical condud, induding written and electronic communication, directed toward an � ; individua!(s) because of race, color, cr�eed, religion, national origin, sex, age, disabil'ity, marital � status, sexual orientation, or public assistance status, will not be tolerated. Management will ensure that all managers, supervisors and other personnel carry out this policy. � Sexual harassment is defined as unwelcome sexual advances, requests for sexual favors, and other unwelcome behavior of a sexual nature. Harassment, including sexual harassment, is � { unlawful when: � Such conduct has the purpose or effect of substantially interfering with an individual's work � rformance or cxeatin an irrtimidating, h�tile or offensive working environment; � Pe 9 1 ' Submission to such conduct is made either explicitly or implicitly a teRn or condition of an , ' individual's employment or receipt of servioes; or, Submission to or rejec6on of such conduct by an individual is used as the basis for employment � deasion afFecting such individual. Any employee found to be in violation of this policy will be treated in the same manner as � breaching any other Company policy, and the employee may be subject to disciplinary action, which may lead to termination of duties with this Company. , IV. RESPONSIBILITIES OF EEO COORDINATOR . The EEO Coordinator for the Company is � � Employees may contact the Coordinator at • ' The duties of the EEO Coordinator are to: � ; 1. Ensure that managers and supervisors understand it is their responsibility to take action to I prevent the harassment of protected class employees, applicants and subcontractors. � 4 � i � 2. Ensure that employees, who are minorities, women and persons with disabilities, are provided equal opportunity as it relates to Company-sponsored training programs, , recreational/social activities, benefit plans, pay and other working conditions without regard to race, color, creed, etc. � 3. Receive, investigate and attempt to resolve all EEO complaints. Notify employees with EEO complaints of their right to file said complaint with the Minnesota Department of Human Rights (MDHR)or the U.S. Equal Employment Opportunity Commission (EEOC). , 4. Coordinate the implementation of necessary r�emedial actions to meet compliance requirements and goals. r5. Develop and update written AA Plans consistent with the Company's Policy. , 6. Implement AA Plans induding intemal and extemal dissemination of the Company's Policy and Plan. 7. Coordinate employment recruitment efforts for women, minorities and persons with , disabilities. 8. Serve as a liaison befinreen �e Company and its contractors, vendors and suppliers and ' Hennepin County. 9. Serve as a liaison between protected dass groups and the Company. ' 10. Conduct and/or coo�dinate EEO training and orientation of Company supervisors, managers, and suboontractors and vendors to inform them of their responsibilities ' pursuant to the AA Plan. 11. Monitor and measure the Company's progress ta�vard AA goals and report resutts to , management. 12. Maintain EEO reports and records and make them available to appropriate enforcement ' agenaes. 13. Hold regular discussions with project managers, supervisors and employees to ensure � the Company's EEO Poliaes are being followed. 14. Monitor subcontractors and vendors to ensure oompliance in such areas as: , a. Employment of women and minority employees, b. Displaying EEO posters on the construction sites; and � c. Maintaining a work environment free of harassment and infimidation based on rac.e, color, cxeed, etc. ' V. CURRENT WORKFORCE ANALYSIS (Form C270) Please complete the attached Current Workforce Analysis Repo�t, Form CC270, which is found on Page 6 of this Plan. Instructions for completing this report are on Page 7 and definitions are ' on Page 8. ' S � � � � � � � � � r � � � � � � �0�470 � CURRENT WORKFORCE ANALYSIS (Permanent Full&Pa�t Time Employees) AS OF CONTRACTOR: INSTRUCTION3: See also Page 8 for detalied instruct(ons. ' Column 1: Enter Construct(on Trade Titles for Joumey Workers and Operatives*in your Worlcforce. ADDRESS: Column 2: Using Full-Time Equivalencies(FTE),enter Total Number of Males&Females (Mfnority&Non-Minority)in each Job Title. Column 3-7: Using FTEs,enter total number of male and female employees in each racial/ethnic category. Column 8-9: Enter the Percenta es of M(noriUes and Women in ur Workforce for each Construction Trade. COUNTY CONTRACT NO. l�) �2). l3) �g� �g) CONSTRUCTION TOTAL BLACK,NOT (4) ASIAN/ AMERICAN INDIAN (7) (8) (9) TRADES EMPLOYEES OF HISPANIC HISPANIC PACIFIC OR ALASKAN WHITE MINORITIES WOMEN ORIGIN ISLANDERS NATIVE JOURNEY WORKERS 8 USE FTEs APPRENTICES(Sk(Iled) M F M F M F M F M F M � F PERCENT PERCENT CATEGORY TOTAL OPERATIVES I APPRENTICES(Skllled � CATEGORY TOTAL TOTAL SKILLED LABORERS Unskllled CATEQORY TOTAL WORKFORCE TOTALS * Deflnidons of CONSTRUCTION TRADE and Radal/Ethnic Categories on Page 8 of the Plan. CONTRACTOR'S EEO OFFICIAL 8 _____-_ _—__�._v,._ _. _ _ INSTRttCTtON3 FOR PREPARING THE CUR ;fORM�G�"�---`- . _.__�. . The following instructions will assist you in completing the Current Workforce Analysis Report, Form CC270, contained in the Affirmative Action Plan. Please note that an incorrect or incomplete Current Workforce Analysis Report submitted to Hennepin County will be returned to the contractor for revisions or completion. 1. Your CurrentWorkforceMalysia Rsqort.Form CC270,should oNy includethe Contractorspermanentconstructiontrade workforce. Do not include administratfveor office personnel. 2. COLUMN 1 - Column 1 Iists the Construction Trades Categories(Joumey Workers& Apprentices(Skilled),Operatives&Apprentfces(Skilled),and Laborers(Unskilled)).Companies should report employees by Job�under the appropriate Construc8on Trade Category. To flnd the appropriate Construction Trade Category for each Job Tide in your company, please review Page 10. If you have more than one employee for a single Job TiNe list the Job Title ONLY ONCE (i.e.,Carpenter or Welder),then(ndicate the number(in FTEs)of employees for that Job Title. 3. COLUMN 2-Enter the Totai Number of Full-Tlma Equivalency Empioyees(Males and Females)boing nport�d for each Job TINe,and tl�e tot�number of empbyees(FTEs)for each Constructlon Trade Cateaorv. �(4)below for deflniHon of Full-Time Equivalency. , 4. COLUMNS 3 through 7-Enter your workforcefor each Job Title and Category Total by Full-Time Equivalencies(FTEs)using decimals(for example,indicate.5 not�). Also enter the Workforce Totals by FTEs. DO NOT enter actual numbers of employeesfor any Job Title,Category Total or WorkforceTotal,unless your entlre workforce is fuli-time and you have no part time employees. An FTE fs calculated by dividing a pa�t-time employee'sweekly hours by 40 hours. For example,a part-time employee working 20 hours per week would be reported as a .5 FTE(20 hours divided by 40 hours equals.5). M employeeworlcing fuli tlme(40 hours/week)should be reported as 1 Full-Time Equivalency(FT�. NOTE: Round off a two(or more)place decimal to one numberfollowing a decimal poin� Depending on the decimal,you should round up or down to one place after the decimal. For example,2.75 should be rounded off to 2.8 and.44 shouid be rounded off to.4). 5. COLUMNS 8 8 9- In Columns 8 and 9 for each Job Title being reported,enter the PERCENTAGESof minoritles and females that constltutethe totai FTEs for that Job Title. For example, if you reported(in FTEs),20 Carpenters with 2 of them being minoritti�es and 4 females,in Column 8 you would indicate a percentage of 10�o Mino�itles. In Column 9,you would report a percentageof 20°h Women(combine minority and non-minority). NOTE: You must also indicate the PERCENTAGES of minoritles and females in Columns 8 and 9 of the Category Total Ifnes for each Constructlon Trade Category and for the WorkforceTotal. CALCULATING PERCENTAGE3: To calculate the minority or female percentages,divide the totai FTEs of minoritlesor females by the total FTEs for the given Job Ti�e and multiply the resulting number by 100. Use the same formula for calculating the percentagesof your minority and female employees in the Category Total and the Workforce Total Iines. Percentage=Total FTEs minority or female divided by Total FTEs for the Job Title,Category Tota�or Wo�lcforce Total. Next,multiply the resuit by 100 to arrive at the percentile. Add the symbol(%). 6. CATEGORYTOTALS-Enterthe column totals for columns 2-9 in the CATEGORYTOTAL Iln�under each ConstructionTrade Category. 7. WORKFORCE TOTAL-Enter the WORKFORCE TOTALS(Grand Totals)from each CATEGORY TOTAL on the WORKFORCE TOTAL line of Form CC270. In other words,add all of the CategoryTotalstogetherto arrive atthe WorkforceTotals. 8. COMPANY EEO'3 SIGNATURE-The Current Workforce Analysis Report,Form CC270,must be signed by the Company Official responsiblefor implementing the AffirmativeAction Plan requirements. PLEASE NOTE: THIS REPORT WILL BE RETURNED,TO THE CONTRACTOR IF NOT FULLY COMPLETED OR IT CONTAINS ERRORS. TCS 2/2000 7 � � � r � � � � �r � � �e � rr � r � � �r � 1 FORM CC270 DEFINITIONS ' CONSTRUCTION TRADE CATEGORIES WOMEN/MINORITY/NON-MINORffY , DEF1NtTIONS SKILLED MINORITIES(indude male 8�femaie minorities) , JOURNEY WORKER & APPRENTICES: Manuai BLACK: (not of Hispanic origin): Ali persons having woricers of relatively high skill level having a thorough origins in any of the Biack racial groups of Afica. ' and comprehensive knovvledge of the prooess involved in their work. Exercises considerabie independent judgment and usually receive an extensive period of HISPANIC: All persons of Mexican, Puerto Rican, ' training such as building trades. hourly paid supervisors Cuban, Central or South American, or other Spanish and lead operators who are not members of cufture or origin, regardless of r�ace. management, mechanics and repairers. skilled machining occupafions, electriaans, painters , (construction and maintenance). carpenters, b�icklayers, ASIAN OR PACIFIC ISLANDERS: All persons having plumbers and kindred workers. origins in any of the originai peoples of the Far East, Southeast Asia� the Indian Subconanent. or the Pacific ' Islands. This area includes, for example, China, Japan, OPERATIVES AND APPRENTICES: Workers who Korea�the Philippine Islands,and Samoa. operate mac�ine or proc;essing equipment or perfortn ' duties of relatively high skili level having a thorough and comprehensive knowledge of the process involved in AMERICAN INDIAN OR ALASKAN NATIVE: All persons their work. Exercises considerable independent having origins in any of the original peoples of North judgment and usually receive an extensive period of America, and who maintain cultural idenGfication through ' training such as blasters, wefders, flame cutters� tribal afliliation or tribal recogni�on. inspectors, testers, motor operators and kindred workers. � ' WHITE/CAUCAStAN/NON-AAINORITY UNSKILLED WHITE (not of Hispan� origin): Ali persons having , origins in any of the original peoples of Europe, North LABORERS: Workers in manual occupations which Af�ica,or the Middle East. generally require no special training that pertorm elementary duties that may be leamed within a few days WOMEN: "Women" includes minority and non-minorily ' and require the application of little or no independent women. judgment such as ground-keepers, gardeners, laborers perfonning lifting, digging, mixing, loading and pulling ' operations,and kindred workers. TCS 212000 ' , ' $ ' VI. EMPLOYMENT OOALS AND WORK HOURS FOR MINORITIES AND WOMEN , The Company adopts Hennepin County's employment goais for minorities and women, as ' stated below(goals apply to work hours on the project/contract). We will require subcontractors ' that have been awarded subcontracts over $50,000 to indude identical employment goals in their AA Pians. � 'CONSTRUCTION EMPLOYMENT GOALS Mi�orities Women , (Male&Female Minoritiesl (Minoritv 8 Non-minority Females) s Skilled 8.6% SWlled & Unskiiled 9.4% � Unskilled 9.5% (combined) , The Company will require its subcontractors to make bona fide efforts to comply with the above goals. ! i , � VII. CALCULATION OF MINIMUM WORK HOURS FOR MINORITIES AND WOMEN The purpose of this Section is to help the Company detennine whether it can meet the , minimum employment goals in this AA Plan with the Company's existing workforce or whether other measures may be needed to achieve the goals. Below, calculate the number of skilled and unskilled minority and female work hours needed to , meet the minimum employment goals. In Column One (1), enter the number of projected ' maximum worlc hours for each employrnent category from Seati�on I of this Plan (see page 3). , i Multiply the work hours in Column One (1)by the employment goal percentages in Column Two (2)and enter the results in Column Three (3). � ' i COLUMN 1 COLUMN 2 COLUMN 3 � �; PROJECTED MAXIMUM EMPLOYMENT TOTAL WORK HOURS ' WORK HOURS GOALS NEEDED � Skilied Work Hours x 8.6% = i � Minority- Skilled i Unskilled Work Hours x 9.5% _ ' Minority—Unskilled , Total Projected Work Hours x 9.4% _ Women-(Skilled & Unskilled ' � Combined) � ' ; � � 9 , ' � VII(A). PROJECT WORKFORCE UTILIZATION OF MINORITIES 1. If you can attain the minimum skilled and unskilled minority WORK HOURS listed above , by using your current permanent workforce, indicate this below, then skia ltem Vil(A)(2), and go to Item VII(B), on Page. 11. If you cannot meet the goals with your current permanent workforce, complete number two (2) below. , - 2. PLANS TO MEET MINORITY EMPLOYMENT GOALS ON THE PROJECT SITE , If your Company does not have sufficient minorities in its permanent workforce to meet the WORK HOURS, o� you decide not to utilize the minorides in your permanent ' workforce to fulfill tfie skilled and unskiiled minority wo�ic hours, as indicated above, explain in narrative form in the space below the steps that wiil be taken to meet the minority employment goais on the contract/project. , (Example: The Company has no skilled minorities in its permanent workforce. However, we will need additional carpenters to complete this project. We will make bona fide efforts to reavit a minority �mpioyee for this position by c�ntacting the , Carpenters Union, Locai #851, and the c�nstruction sources listed in the attached Reavitment Sources List, Appendix A, to recxuit one minority to fu�ill the skilled work houcs indicated above for this project.) ' Steas Comaanv�II Take to Meet Minorit�i Emoloyment Goais: , ' ' , � , � , � � 10 . � i i , VII(B). PROJECT WORKFORCE UTILIZATION OF WOMEN , 1. If you can attain the female WORK HOURS by using your cuRent permanent workforce, ' indicate this below� then skia ltem VII(B)(2). If you cannot meet the goa!for women with ' your current permanent workforce, complete number two (2) below. 2. PLANS T4 MEET EMPLOYMENT GOALS FOR WOMEN ON THE PROJECT SITE I If your Company does not have sufficient women in its permanent workforce to meet the , WORK HOURS or you deade not to utilize the women in your permanent workforce to fuifill the female work hours, as indicated above, explain in namative form in the space � below the steps that will be taken to meet the female employment goals on the project. � (Example: The Company has no female employees in its pennanent workforce. However, we will need to hire roofers for this project. We wiil make bona fide efforts to � meet the female goal on this project by contacting the Roofers Union, Locai #96, and ; the construction sourr.es listed on the attached Recxuitment Sources List, Appendix A, ; to recruit finro (2)females to meet the work hours indicated above for this proje�t.) � :; Steas Comaanv�ll Take to Meet Emaloyment Goals for Women: , � ' � , ' � ' ' i ; ' � ' , l � � ; .� � , � ; � � 11 � , ' VIII. RECRUITMENT OF EMPLOYEES VVe will use and encourage our subcontractors to use agencies and organizations that refer for , employment women, minorities and persons wi� disabil'�ties. A. Organizations — The Company wiil use, and we will require our subcontractors to use ' the Recruitrnent Sources List provided by Hennepin County (see Appendix A). We will disseminate and encourage our subcontractors to use this List (see Appendix A). The Company wili require each of its contractors to work closely with designated community agenaes, such as LEAP, and to maintain records of those interactions including the ' name of the person contacted and dates and types of contacts. B. Advertisements - When the Company recxuits employees, we will use media which ' serves/targets minorities, women and persons with disabil'�ties to advertise the openings (see Appendix A). We will allow reasonable time after the publication of the advertisement to provide opportunities for minorities, women and persons wi#h , disabilfies. IX. INTERNAL EQUAL EMPLOYMENT OPPORTUNITY COMPLAINT PROCEDURES , will follow the com laint rocedures�identified below when EEO compiaints are The Company p P received from employees or applicants. ' COMPLAINT/GRIEVANCE FLOW CHART , co�r.nn�rr 1 PRESENTED 1N EFA OFFICER DECISIUN WRiTDJG TO �TIC"+T� ns�En � YES CQ�,A�� (10 DAYS) OFFICER ' ' ADVISE AT FILING OF COMPLAINT NO I �� Mnvx�soTa D�.. ADVISE TO APPEAL TO OF HUMAN RIGHTS OUTSIDE AGENCY , (MDHR) 2) EQUAI- O- SA APPEAL TO CHIEF ��r EXECUTIVE OFFICER OPPORTUNITY (10 DAYS) ' COMMISSION �) ) LEGAL COUNSEL ' , � 12 , i , X. DISSEMINATION OF AFFIRAAATION ACTION POLICY AND PLAN • � The EEO/AA Poli wili be disseminated as outlined below: , � � i ' A. Internal Dissemination , 1. During the contract period, the EEO/AA Policy Statement will be permanently and conspicuously displayed in areas such as the construction site(s), employee ' - builetin boards, lunch areas and will be printed in company newsletters and other . publications. " { 2. All employees and contractors will be fumished a copy of the EEO/AA Policy ' Statement and they will be notified of the AA Plan's location and availability. This EEO/AA Pdicy will be made available to all employees, induding part-time, ' temporary or seasonal employees. � 3. We will conduct orientation/training sessions to thoroughly inform staff and ; managemerrt of the Company's EEO/AA commitrnent. ' :, B. External Dissemination ' 1. The Company will conduct pre-bid and pre-award conferences to discuss the Company's �ffirmative acqon commiUnent and the subcontractors' responsibilfies regarding affirmative action, and to instruct our subcontractors on how to , ' accurately complete the required report forms. 2. We will notify all subcontractors and vendors in writing of our affirmative action ' ; policy and r+equire supportive action on their part. This notiflcation will specify � sanctions that will be imposed on them should they fail or refuse to comply with ` our Policy and goals. t 3. We will notify employment reavitment sources and minority and female oriented media (see Appendix A) and the applicable unions (see Appendix B) of our Equal ' i Opportunity Policy and encourage them to refer women and minorities to assist us in achieving our affirmative action objec6ves. � 4. We will indude the statement "E ual O ortuni Em lo er/Contractor' or ' +:, q PP tY P Y � "AffiRnative Action Employer/Contracto�'on company stationery, letterhead, and in � advertisements recxuiting employees and contractors,where reasonably possible. , � 5. We will indude the Affirmative Action Clause in all bid specifications and contracts. � 'XI. REPORTING SYSTEM AND INTERNAL AUDIT The Company will prepare and submit all documents, information and reports (on the contracto� , and subcontractors) required by the Hennepin County Targeted Contract Services Division for ; the purposes of monitoring and assessing the Company's compliance with its contractual � agreement and AffiRnative Action Plan. We a�e responsible for the accuracy of all data � submitted to Hennepin County. i ,, t � 13 � , We will submit the foilowing reports to the Hennepin County Targeted Contract Servlcea , Division, Attention: Contract Compiiance Unit-Construc#ion, A 2206 Governmant Center� 300 South Sixth Stree t, Minneapolis, MN, 55487-0226, as indicated below: 1 1. Monthlv Em�lovment Utilization Reports (Form CC25n - Must be submitted by the 10th calendar day of each month (see Appendix C). Reports submitted for construction contracts must cover the employment hours worked by the Company and its ' subcontractors at the project site. Reports submitted for service matntenance contracts must indicate the employment hours worked at all of the sit�. ' 2. E�nalovment Sumrrr�rv Reaort for Constru�tton Projeats (Fo�n CC�;gO) - Must be attached to the Monthly Employment U�lizadon Reports 'for 'the report pertod and submitted by the 10th calendar day of each month (see Appendix D). ' We will also evaluate our u�lization of minority and women �mpioyees on a monthly basls. if our u�liza�on of such employees falis below.the goals established in our approved Affirmative ' Adion Pian, we will submit to the Hennepin County Targeted Contract Services Division, along with the monthly reports listed above, a written Narrative Report that indudes the foliowing information: � (a) An explanation of the•reasons why the utilization has failen below the goals; and (b) The affirtnative action steps that our subc�ntractors and we took to achieve our ' goals during the repofing period. In addition, we will provide assistance to the Hennepin County Targeted Contract Services , . Division during on-site visits and desk audits. The Company will notify subcontractors of their responsibilfti� for Equat: Employment ' Opportunity and Affirmative Action under this Affirmative Action Plan and we will hold them accountabie and impose sanctions where appropriate. ' All Company empioyees shall be told.of their rights and a notice of their rights shall be posted. The employees shall be told of their right to flle a complaint with an enforcement agency and where to file such a complaint. Ali unions representing our employees shall be notified of our ' policy (see Appendix B). As President of this Company, I shall monitor our Afflrmative Action Program to ensure ' compliance with all poliaes. The Company hereby agrees to carry out this Affirma�ve Ac�ion Plan and all Hennepin Couniy ' Equal Emptoyment Opportunity/Affirmative Action polides: ' COMPANY Date By ' President's Signature/Or Company Officiai TiBe AuthoNzed to sign AA Plan ' Type or Print Name TCS 2/2000 ' 14 , APPENDIX A � RECRUITMENTSOURC�S � � . , Communitv Aaencies Communitv Agencias (General Empioymsnt) (General Employmsnt) ' Ame�ican Indian O.I:C. Chicanos La�noa Employment Opportun�fes ' Don Clark Lu Lopez 1845 East.Fi�anklln 1575 Ames Avenue - ' Mpis..MN 55404 (612-341-3358) S�Paul,MN 55106 (651-7742045) Fax (341-37B8) Fax (7747401) ' Anishinabe Councii of Job Developers • Chicanos Lattnos Unldos En Servicio(CLUES) �ima Mason Jerry U�IYbe(Minneapolis S St. Paul offlc:es) 3702 East Lske 3treet 2110 Nic:oilet Avenue So. ' Mpis.,MN 55406 (612-722-1886) Mpls.,MN 55404 (612-877-0200) Fex (722-2792) fax (871-1058) See o Construction Sources Iisting) 220 30. Robert Street,Suite 103 ' St. Peul�MN 55107 (651-292-0117) Fex (292-0347) Caiholic Cha�tfes ' ' Job Service Depertment Eastside Neighbort►ood Services 1200-2nd Avenue Mgie Vocalino Mple.� MN 55403 (612-664-8500) 1929—2"�Street NE • Fax (864-8555) Mpls.. MN 55418(812-781-6011) ' Fax (781-9257) Catholic Chari�es—Exodus HIRED ' Division—Job Services Lo�i Bames(contect�Joblfnk(notk:es) 1624 Chicago Avenue So. 1200 Plymouth Avenue No. Mpis.�MN 55404 (812-27&1120) AApls.,MN 55411 (B12-529�{373) Fex (375-9105) Fax (528-7131) , . Catholic Chartties—Seton Servtces Lorfng Nfcollet Be�lehem Center , Polly Shaw-Cassidy Dixie Lehmann • 2104 Steven Avenue So. 1925 Nlcalet Avenue So. Mpls.�MN 55404 (612-872-8777) Mpis., MN 55403 (612-871-2031 j ' Fax (872-9696) . Fax (8T2-3601) Mtnneapol�American Indian Center ' Centre for Asians 8 Pecific lalanders Frences Fairbenks Daniel Kratz 1530 East Frenkltn� 3702 East Lake Street Mpis.,MN 55404 (612-8T1-4555) Mpls.�MN 55406 (612-721-0122) Fax (879-1796) , Fax (721-7054) � Mtnnee�wlis Rehebilitation Center AI Hewkins,Employment Dept. ' Centro Cultural Chic�no, Inc. 1900 Chicago Avenue So. Warren Herrera Mpia.� MN 55404 (812-752-8138) 9 915 Chicego Avenue So. . Fex (752-8001) ' Mpls., MN 55404 (612-8741412)� TCS 2/20� Fax (874-8149) ' . 15 . - 1 ' � �RECRUITMENT SOURCES APPENDtX A ' � (Page 2) Commun�Aaencles: continued ConstructioNTradas Sources ' (Osneral Employment) (For ConstructionRrades Positivna) � Minneepolis Ur�n League Anishfnabe Counal of Job Developers , � Lee Tiilman. � Wiima Mason (For(3eneral Empioyment Referrals) 3702 Eest Lake Street ' 2000 Plymouth Avenue No. - Mpls.,MN 55406 (612-722-1866) ' Mpls., MN 55411 (692-302�113) � Fax (722-2792) !• Fex (521-8513) S o Construction Sources listlna) Minneapolis Urban Leaeue—LEAP t ' . . Jan Winiams(ConstructionlTrades) � 2000 Piymouth Averwe No. � Mpls.,MN 55411 (612-302-3116) ' j Pilisbury Untted Netghbort�od Services � Fex (521-8513) � Rick Nevliles ; 2507 Fremont Aveneie No. Nattonal Aesodadon of Minority Contrectors ' ; Mpis., MN 55411 (612-529-9287) (NAM�) � Fax (529-4743) P.O. Box 50118 . � Mpls.�MN 55406-0118 (612-3745129) � ' Fex (377-8381) , Summit Ac�demy O.I.C. Women in the Trades Annette Rodriguez � Pat Wagner ' , 935 Olsan Memo�ial Highwey 550 Rfce Street ; Mpis.�MN 56405 (812-377-0150) • St. Paul, MN 55103 (651-22&9955) � . Fax (377-0156) Fex (292-9417) ' j • . � � � WomenVenture. � Upper Midwest Ame�ic� Indian Center Beverly Gonzalez Joycs YeUowhammer 2324 Unlverstty Avenue ' ' 1035 West 8roadway S�Paul�MN 55114 (851-646-3808, e�ct. 148) � Mpis.� MN 55411 ; (612-522-4436j Fax . (841-7?23) Fax (322-8855) ' MEDIA . Pertodicals/Newsoaasra ; Wings ' � Julie BeMhin Asisn Ame�ican Press ; 3200 Penn Averwe No. Nghi Huynh ,; ' Mpls.,MN 55412 (612-521-8T50) 41 T Univers(ty Avenue �� _ Feuc (521-3818) S�Paui, MN 55103 (851-224-6570) , . Fax (2247032) WomenVerrture � Insight News,Inc. � ' . Beverly Oonzalez Front Deak Universfty Avenue , 1815 Bryant Avenue No. - ' St.Paul�MN 55114 (6fi1-846-3808� Mpis.,MN 55411 (612-588-1313) , 3 ext. 148) Fax (588-0048) � Fax (641=7223) - (See also Construdion Sourc�listing) La Presna � M�rio Durate ' � 417 University Avenue . St.Paul, MN 55103 (851-224-0404) � Fax (2240098) , ; � . ,a ' RECRUITMENT SOURCES ; APPENDIX A (Page 3) , MEDIA SCHOOLS Periodicais/New�oaasrs Colleees/Unlversltfss Minneapolis Spokesman Augsburg College , Waltace Jackman : Center for Service Wor{c�Leamtng � 3744—4�'Avenue So. Lynda Olson Mpis., MN 55409 (612-8�7-4021) 2211 Riverside Avenue � ' Fsx (827-0577) Mpfs., MN 55454 (612-330-1167) � Fax (330-1606) Minnesota Woman's Press Kathy Magnuson Mac�lester Coilege , 771 Raymond Avenue Multicultural Affairs St. Paul, MN 55114 (851-646-3968) 1600 Grand Avenue Fa�c (648-2186) St. Paui,MN 55105 (651-69B-6258) ' Fax (696-66�) The Clyde Missa Rostman African American LRC ' 1530 East Franklin Rm.315 Science Classroom Btdg. � Mpls.�MN 55404 (612-679-1780) University of MN Fax (879-1712) 222 Pfeasant Street SE ' Mpis.,MN 55455 (612-825-1363) Radio Shtiona: Fax (B25-0821) KMOJ Radio ' Vusumuzi Zulu Asian/Padfia tslander LRC 501 Bryant Avenue No. Rm.306 Walter Ubrery, Univeroity of MN Mpls., MN 55405 (612-377-0594) 117 Pleasant Street SE ' Fax (377-6919) Mpls.�MN 55455 Fax (625-0821�317) KFAI ' Denise Mayote 1808 Rivereide Avenue Chicano/La�no LRC Mpls., MN 55�454 (612-341-3144) Rm.338 Wsiter Librery, University of MN Fsx (341-4281) 717 Pleasant Street SE . ' Mpls., MN 55455 (612-625-8013)• SCHOOLS Fax (625-0821) TechnicaWocationai Schools � ' Minneapotis Community 8 Techntcaf College Ame� Indian Center for E�cc�itence Lucy Kennedy 125 Fraser Hali, Universfty of MN ' 1501 Hennepin Avenue So. 106 Piessant Street SE Mpis.,�MN 55403 (B12-359-1410) Mpis.,MN 55455 (612-6242555) Fax (359-1409) . � Fax (626-7840) . , St.Paul Technlcal Callege ' . Curt Groth/Roberto Acosta GLBT Progrems Office 235 Marshall Avenue Student Diversity Ins�tute ' St.Paul, MN 55102 (851-221-1384) •340 Coffman Union, University of MN Fax (221-1416) 300 Washtngtan Avenue SE Mpis., MN 55455 (612-626-2324) Minnesota Schooi of Bus�ness Fax (626-0909) ' Sally Hlvely 1401 West 78�'Street #500 Richfield, MN 55423 (612-798-3732) ' Fax (869-5548) � 17 � � � �' RECRURMENT SOURCES APPENDIX A , (Page 4) � � '3tudendCaresr Develooment Profssslonai Ornanizations � �inroads—MinneepoNs/S�Paui American Indfan Business Development Corp. - Alberder Oillespie Theresa Catr 2550 UnNersity Avenue W.,3uite 435 So. 1433 East Franklin Avenue ' St.Paul, MN 55114 (851-644-4406) Mpls.� MN 55404 (612-870-7555) Fax (849-3032) Fex (870-0327) ; , ( 1; Ame�icsn Indian Science�Engineering Soclety � ClvfclPublir Oraan�atlo� Univers(ty of Minnesota � 125 Freser Hall ' Asian Ame�ic�n Chamber of Commen:e 106 Pl�sent Street SE r` Nghi Huynh Mpis., MN 55455 (612-8Z42555) :� 417 University Avenue West � Fax (626-7840) j St.Paul,MN 55102 (651-2248570) ' � Fax (224-7032) ' Minnesota HEspanic Bar Associatlon Chiceno La�no AffaiB Co�cil Juan Hoyos ' Margerita Zalamea P.O.Box 1788 Pioneer Station � 555 Park Avenue,3uite 408 SL Paul, MN 55101 (651-953-6087) .�' 3t Psul,MN 55103 (851 296-9587) • , Fax (287-128T) Mlnnesots Nurses Assoc�tion a Councp of 81ack Min��otians � Vidcie Besm�—or—Sue Noer ' Lester Collins 1295 Bandana Bivd.,Suite 140 � Wright Bldg.�Suite 426 St Paul, MN 55108 (651-646-4807) � 2233 Unhrersity Avenue West Fax (64T-6301) ' SG Paul,MN 55103 (651-642-0811) ' i Fax (643-3580) � �Natbnal Assodation of Blacks(n Criminal . � Diseb�ity Coundl Justk:e . ' Cleli Hemphiil Rex Marshep ; Metro Square Bidg. 1807 Elliot,Apt 2A 121 East 7"'Place�Suite 107 Mpis.,MN 55404 (612-871-5915) ' Sk Paui�MN 55101 (651-296-6785j Fax (871-5915) Fax (�98-5935) � Indian Affeirs Coundl Natlonal Assodati�on af Women Business ' Joe Day -. Owners 1450 Energar Park Driva 3uite 140 (NAWBO) SL Paul,MN 55108 (851-643-3032) 4248 Park Gien Road ' Fax (643-3077) � S�Louis Park, MN 55416 (812-927-8781) � Fax (929-1318) � Mlnnesota(ndien Chatnber of Commerce � ' UViil Antef Colonial Warehouse Bldg.,Suite 567 � 212—3'�Avenue No. Mpis.�MN 55�W1 (812-333-0500) ' Fax (333-Q330) . , TCS 2/2000 . : ' . 18 ' APPENDIX B ' ' INSTRUCT/ONS: RE-TYPE ON COMPANY LETTERHEAD FOR AIAlL1NG AND SUBMIT TO TCS, WITH THE AA PLAN, COPIES OF THE LE7TER3 SENT TO THE UNlONS � . Dear Union Rspresentative: � � In compliance with Hennepin County's Equal Employment Opportuniiy/Afflnna�vvaAction PoNdes, this Company, as � � County contractor,hes agreed to take afffrma�ve ac�ion to ensure our employees end appficants inr employment are n� disa�iminated ae�inst In employment or application for employment because cf race,color,creed�religion,netional origin, . � sex,sexuel orientation,disabllity,age,marital status,or stetus w(th regard to pubAc assistance. We have also agreed to: � 1. Poat nondisc�f mination nottces in«�napic�ous places avaqeble to employees and applicents for empbyment. � 2. State that we are an Eausi Emolovment Ooaortunitv/ Actlon Emolovoer in media advertising and on aur stationery,where rsesonably possibie. 3. Provide a notic:e to eac� of our lebor unions advisinA the labor union or worke�'s rep�esentative of our � commitmentsto Hennepin County's Equai EmploymentOppo�tunfty/AffirmativeAation Pdk�es. 4. Fumish all informatfon end reports required by Hennepin County. Permit access to books,records and accounts � by Hennepin County for purposes of inveatlgation to det�mine c�mplfance. � 5. Aasure Hennepfn Courrty that labo�unions representing our employees wi11: . � a. Conduct their business in a nondis�ximinetory menner, by referring minorities and femeles for employment as requested by us. � b. Include a protected dass nondisaimination dause in each labor union a�eement. c. Ensure the union grievance. process 1s adequately representlng each of the dasaes prot�ted by ' Hennepin County's Equal Empioyment OpporGmity/Afflrtn�th�e Action Polides. d. Review ccllecWe bargaining agreements to elimtnate baniers to Equai Employment Opportunity. ' e. Review seniority dauses in union contrads to ensure that they are nondiscriminato��r and do not have a d�iminatory effect. . ' To meet the requirements set forth� we ask.for your partiapation in helping us fuiAli our commitment to Hennepin County's Equal Employment Opportunity/AfflimathreAcdon Polides. t - Yours truy, . � . Company President/CEO , TCS 2/2000 , 19 � � CONTRACT/PROJECT NO. � HENNEPIN COUNTY'S APPENDiX X-CONSTRUCTION � The Afflrmative Action Plan (Plan) shail be reviewed by the DNisbn Manager of the Hennepin County Targeted Contract 3ervices Division (Division Manager)for approval. The term "Dlvislon Manager'es used herein shalt Include the Divlsion Managers deaignates or repreaentatives. The Pian shall contain the follavMg goals: � . • � CONSTRUCTION EMP�OYMENT . Skiiled Minority: • 8.6°�6 Women 9.4% � � Unskilted Minority: ` � 9.596 (Minority 8 Non-Minority Fem�es Combined) W�h respect to s�id Plsn, the Division Manager may pravide the CONTRACTOR with tedu�icei assistance upon � request of CONTRACTOR. Contract c�mpliance with reapect to an approved Pian shall be monitored by the Divisian Manager. The Division Menager may, as often and at such times ae the Divisian Menaa�shaU deem desirabie� meke on-site reviews to escertaln compiiance w(th an approved Pian. � If the aforesaid goals are not met�the COUNTY wtll require CONTRACTOR to demonsUate that bona fide effarts have been made to meet the goals. If the COUNTY determines fhat CONTRACTOR has faqed to demonsGate the sams, and/or if the CONTRACTOR has failed to submit employment r�orts and/or information required by the Division ;� Manager,andlor!he CONTRACTOR.has engaged in discriminatory pr�tices'th�COUNTY may� in its sole discretion, suspend, c�ncel or terminate� in whole or in pa�t, �e aforeaaid contract. Addi�onally� tha COUNTY may, in its sole discretfon, withhold up to flfteen (15°�0) percent of the contrac� price unt� such time as the CONTRACTOR fs � � determined to have submi�ed the requ�ed reports andlor info�rnation and/or CONTRACTOR has damonstreted bona flde efforts�as determined by the COUNTY. In the event that withholding a por8on of the contred p�ice is not a feasible aiternative, the COUNTY may, In its sole discre�on, assess the CONTRACTOR a daily charge for each calendar day � the CONTRACTOR has not filed the required reports and/or infonna�on. and/or has not made bona fide efforts, and/or the CONTRACTOR has engaged in discciminatory p�actices, as aforesald. My monies so assessed are not to be construed as a.penalty, but as liquidated damages to compensate the COUNTY f�CONTRACTOR'S�fa�ure to flie said reports and/or Informatlon and/or make bona�ide efforts,and/or fo�CONTRACTOR'S disa9minatory pract�es. � In an suit involvin the assessment or recov of li uidated dema es, tl�e ressonableness of the da cha shell Y 9 �Y q 9 �Y � be presumed. � � The daily charge wiil be based on the or�ginai contract amount and will be in the amount in the below set forth schedule of Ilquidated demages. � . � CHAR�3E PER � � ORI�iINAL CONTRACTAMOUNT CALENDAR DAY � FROM AAORE THAN TO AND INCLUDINt3 � S 50,000 • $ 100,000 $200 $ 1�,000 $ 500�000 - $350 � S 500,000 $1,000,000 $450 $1,000,000 $2�000,000 �550 � . $2,000,000 ' $85�1 - � � . 20 . . �� , ; �Appendix X Page 2 . � ''1'he r(ghts and remedfes ava�abie hereunder shali be in additlon to and not a limitation of any rights and remedies � ' otherwise avaqeble under the aforesaid aontract�law,statute��quity,and/or rules. :.The CONTRACTOR shel{ insert in all of its subcontracts over$50�000,which have not been grented an exemption or � ' which have had any such�bxemptfon withdrawn,dauses requMng the subcontrac�r to: (1)fumish the CONTRACTOR rtiith�an Artinnative Action Pi�m �fiing goals identicai to the above set forth gosls; (2) submft to the Division ' Manaper all informe�on snd reports,required by Hennepin County; and (3) compiy with the Hennepin County 8oerd's ;� EEO/AA poUcies with regsrd to emploqmenL It shail be the responsibility of the CONTRACTOR to monitor and enforce subcontractor's complience with this paragreph. it is understood,however,tl�at the COUNTY mey take such steps as it deems approp�iete ta escertaM st�contractor's compilance with this paraeraph snd further, if the COUMY determines � that subcontre�tor is not in complience,the COUNTY may requ�+e the CONTRACTOR to teke appropriaM messurea to bring subcontracto�into complianc:e. . « � ; A CONTRACTOR wiil be dsemed to have engaped � discx�ninatory practices if such a finding is made in a flnaL � (1) dedsion of a hearing or review committee of the Mtnneapolis CN� Rights Commission; or (2) determtnation of � an adminiahativve lew Judge; or(3)order of a�court.8nd s�ch findin8 is not reveraed in the course of adminishative � • or Judictel review. . � � � � I � � � ; . �� i t � � �� . � TCS 2/000 � � � � � : . ' � 21 � � � � � � � � � � � � � � � � � � • � HENNEPIN COUNTY CONSTRUCTION MONTHLY EMPLOYMENT UTILIZATION REPORT, FORM CC257 ' (�°►) CompanY I�Fame (C�County Conb'ad No.: (�P�ojed No.: Status:[ l c.ontr,actor[ �suboontrador.-(C�( )one) . (B)A�r�s N)Yoiu Prime Gbntrac.tor's t�nna: . � Statua: [ ]contractor [ ]Std�oonttrac�or-(c��edc(d)a�e) Phone( ) Fax( ) WORI�ORCE GOAL3: Skpled Mi 8.6% U�Idiled Mino 9.5�L Woman ml on-�Mno 9.4'K �� [HJ TOTAL URS NbR1�D ON THE PRQIECT [Ij TOTAL NUMBER . [F] REPORT PERIOD . OF EMPLOYEES � IH�I I� IH3l IH4I � I�l (H6]� IN] (12] FROAA: TOTAL BLACK,NOT ASIAW AMERICAN PERCENT TOTAL TOTAL TO: EMPLOYEES OF HISPANIC HISPAMC PACIFlC INDIAN OR OF TOTAI. ALL ALL � ORIQdN ISLANDER ALASKAN HOl/RS EMPLOYE IYIMIOWIIE NATiVE ES S ((3)CLASSIFlCATION M F M F M F AA F M F (� (b) IaI NI �aI Nl BY TRADE MIN F M F M F TRADE � Tt�il1DE . TRADE ' . . TRADE . TRADE � [J] TOTAL S1aLl.ED (K]TOTAL UNSKILLED ' � . s GRAND TOTALS � The iMont�etfon on N�s torin is trus and�ccurde t�U�e best of my In�cavledpe. . IM]Print or type narne of company'a sutlwrized EEO�the S�natta�e � � Z v ��ti . rteceived on: ' Re,de,Med oe: � Form CC257 TCS 1f� A � } )� �1 . HENNEPiN COUNTY CONSTRUCTION � instructi�ons tor Filing Monthly Employment Utilizatlon Report(Forni CC25� � the Monthly Empbyment Utlllzatlon Report, Form CC157� inc(udes the tot�l work hours for each employee classificatlon in each � - tirade on the construdion aite(s). The reports are to be completed by eech contrador(both the p�me and tts subcontractors); and signed by a responsibie offldal of Ihe comparry. The pdme contractor must submft the reports by the 10°1 calendar day of each � �ronth to Hennopin County Tar��d Contract 8orvic�s Divlslon, A-2Z08 Oovernmant C�nter, 300 8outh Slxth 9treat, Mlnnsapolb,MN lfs487-0226,At�ntfon: Contract Comoll�nce Proanm.Constructlan. DEFlNITION8: (1) WOAA�N Indudes both minorilyy and non-minorfty females. � ; (2) MINORITY Indud� Blacks, HispaNcs. Americ:an Indiana/Alaskan Netives and AataNPadflc Islanders;and also indudes both males and femalea. � A Company Name 8�Status E�r the neme oi y�our oomp�ny In thla secNon. Piace a ma�ic In the eppropriate � box to indic�te fhe contra s�tus of ur co, "B. �kldroas Er�r your company addreea and indude�e telephone and fa�c number. C. County Contract Number Enter the County c�r�tract number as stated in your Co cvntract documents. If � �Y [ yau are s subcoriKador on e CouMy cor�tract,c�tad your prime contrecbor to obtain this infortrfetio�. �� D. Prinre Contracto�Name&Status EM�the neme of your prlme wMrac�or. Place a merk In the appropriete box to indic�its ths co�a ata�s of our conlracbor a qcable . E. County Project Number EMer the Counfy project number as stated i� your County contrect docurtrents. [If you are a subccntractor on a County oor�tract�contact your prime contracbr b obtain � thfs h�formatlon. F. Report Psrlod Errter the dafies covered by fhe report(e.g.,the motrth of 1H/2000—1/31/2�00). O. Classiflc�tlon by Trede Enter only fhe eldlled and unskiiled c�nstrudion trade woricer daasiflcedons that you � employ on the pro)ed. [Gerical and other oifaite personnei ere rrot consfdered -' const�uc�on workers and muat not tie Inciuded in the rtwMh utlllzatbn re �. H(1-5). Tota!Houra vrarked on the in Column (H1), eMer the total number of hours vwriced by ali empbyees M each � Projed site(a). trade daseiHc�tion, indudtng minottty and non-mtnority employees. Indic�te males end femete twura separately. � In Colu►rm (H2-H5), eMer the btal houra worked by minorities in each trade � de�iflc�tlon. indlcab meles end female hours se . - � H(6). AAinotity & Female In Column [H8j (a) "MIN�" enter the pert:entpe of the 6otal hours worked by . PerceMages mfnoritbs(aort�bine mede&femede minoritbe)in�trade dassiflcadon. In Column � � [H8](b)"F�"er�ter�e percentage of fi�tal houra warked by vwmen(c�mbine minority � S rwn-rtdno f�ernales in each trade desNflc�tlon. 1(1). Totai Numbe�of Err�loyees In Column [I](1) (a) and (b), enter the total number of empbyees working in each trade da�tlon in your worMorce durinp the reportln� pe�iod. Indude minority � and non-mino male and f�nale lo � 1(2). Totai Numb�of MlnorKies In Column p](2)(a)and(b),e�er the total number of minority employees working in each trade d�siflcatlon in ycur virorldorcs durin8 the reportit�g per(od. Indicate males and fe�nales ae � J. Total SkiUed . On tti� Ilne, under. each Column, enter the b�al number of Sldlled hour�, peRxr�tepee and fhe fiotal number of empioyess working in each trade clasaHicaHon in ur woridforcs du re �od. � K. Total Unsldlled O� thls INe, ur�der each Column, er�ter tl�e tctal number of Unsidlled hours, pe�gea arx!the t�tal number of empioyees working In each trade ctasetflcatlon in urworkforce du�i re �fod. L. (3rand Totels On this tlne, under eech Column, enter the btal number of Sktlled and Unaktlied � hou�s, pe�entages and total number of employees w�ricing in each trade ci�siflc�n in our rr�rldoroe duri rtf riod. M. OffidaPs Sipnature The comparry ofticial vr authorized repres�tive must print, sign and date this re rt�n tn�s area. � THI8 REPOItT MUST BE 810NED BY A COMPANY OFFICIAL OR DESIGNEE. �� Fomt CC� � TCS?1Z000 � �. � 2A � . • � TARGETED HENNEPIN COUNTY CONSTRUCTION CONTRACT EMPLOYMENT SUMMARY REPORT FOR SERVICES CONSTRUCTION PROJECTS/CONTRACTS OVER 550,000 �-�p��p�� DMSiON (Form C260) � i��a aa aw.t� The purpose of the Employment Summary Report, Fortn C280, is to summarize by race%thnicJiy and pander,the total hours , worked on the project by skilled and unBkilied workers of the Prime Contractor and a{I its subcontractors. IN8TRUCTION8 � This report must be submitted by the 10'" calendar day of each month by prime coMractors on all Hennepin CouMy construdbn contrads totaling over 550,000 pursuerrt to Hennepin County Board Resolutlons 5�-6-394B, 91=9-685R2, 91-6- 362,96-8-501 and 98-5-274. � , 1. Complete the Monthiy Employmant Utllizadon Raport. Fonn CC2Sl,on!he prhne coMractors woricforce and colled completed CC257 reports from�all your subcantradors that are working on the project. � 2. THE PRIME CONTRACTOR IS RE8PONSIBLE FOR THE ACCURACY OF ALL CC287 d� CZ80 REPORTS SUBMITTED TO HENNEPIN COUNTY. 3. For each Skilled and Unskilled caffigory, add the worlc hours trom atl CC257 �rts and transfer the totals to the � appropriate spaces on thls Summery Report. 4. For ead�SWlfed and Unskllled category and for the Totafs category,cakxilaDe and record the percent hours for minoritles � and woomen. 5. Staple aii CC257 Reports to this Summary Report(Form (�80)and aubmit the r�orts to Hannapin County Targeted CoMract Sanic�s Dtvision. A-2206 Gov�mnwnt Gnb�� 300 8outh Sixth 8tro�t. Mfnnetpoils, YN :�i487. � AttenHon: Cornract Comollsnco Prooram Construction. PROJECT NO.: CONTRACT NO.: REPORT PERIOD: � PRIAAE CONTRACTOR NAAAE: OFfICIAL NAME: $�G�T�� , (TYPe/Print Name) TI77.E: � D,ATE: IpLL MINORRY WOMEN EMPLOYEES (Includa IYulss�Females) (Includa Minority 8 � Non-Minorlty Femates) TOTAL WORK HOURS WORK HOURS PER E WORK HOURS PER � � . Skilled °� - �° � � Unskilled °� �D Totals °� �0 � HENNEPIN COUNTY MAY DELAY PAYMENT IF TARCaETED CONTRACT SERVICES , DOES NOT RECENE THIS REPORT BY THE DUE DATE Form C260 TCS 2l2000 � 24 � MINNFSOTA DFPARTMFNT OF LABOR AND INDUSTRY PREVAILING WAGES FOR STATL FUNDED CONSTRUCTION PROJ8CT5 � TFIIS NOTICE; MUST B$ POSTSD ON THB JOBSITL IN A CONSPICUOUS PLACB � CONSTRUCTION TYPB: HIGHWAY AND HBAVY RBGION NUMBffit: 08 COUNTIES WITHIN REGION: CHIPPEWA-12, KANDIYOHI-34, LAC QUI PARLB-37, � LINCOLN-41, LYON-42, MC LEOD-45, MBEKER-47, MURRAY-51, PIPF3STONF-59, REDWOOD-64, RENVILLE-65, YELLOW MBDICINE-87 , EFFECTIVE: 011001 TIiIS PROJFsCT IS COVERID BY MINNESOTA PRSVAILING WAGE STATUTFsS. WAG$ R.ATES LISTBD BELOW ARE THE MINIMUM HOURLY R.ATF3S TO BE PAID ON THIS PROJECT. � ALL HOURS WORKED IN EXCE3SS OF EIGHT (8) HOURS Pffit DAY OR FORTY (40) HOURS . PBR WEBK SHALL BE PAID AT A RATE OF ONE AND ONE HALF (I 1/2) TIMBS THS BASIC � HOURLY R.ATF. VIOLATIONS SHOULD BE RBPORT� TO THE DE�PARTMENT OF TR.�,NSPORTATION, OFFICE OF � CONSTRUCTION, TRANSPORTATION BLDG, JOHN IRBLAND BLVD, ST PAUL, bII�T 55155 (651) 297-5716. REFFR QUESTIONS CONCERNING THL PREVAILING WAGE R.ATE�S TO THE D}3PARTMENT OF LABOR AND INDUSTRY, PREVAILING WAGE SECTION, 443 LAFAYETTB ROAD N, ST PAUL, l�i 55155, (651) 284-5091. � BFF}3CT BASIC FRNGE TOTAL , _LABOR_CODE_AND_CLASS-------------------------- DATE__ RATE3_ RATB_ RATE_ 101 LABORER, COI�ION (GEN LABOR WRK) 011001 13 . 98 05 . 92 19.90 020501 14 . 98 05 . 92 20. 90 � 102 LABORER,SKILLED-ASST CRFT JRNYNIIJ 011001 13 . 98 05 . 92 19. 90 020501 14. 98 05 . 92 20.90 , 103 LABORER, LANDSCAPING 011001 08 .50 00 .50 09.00 � 104 FLAGPEFtSON 011001 09.84 00 . 00 09. 84 1 0 5 W A T C H P E R S O N 0 1 1 0 0 1 1 1. 9 8 0 5 .8 7 1 7. 8 5 020501 � 12 . 98 05 . 87 18. 85 , 106 . BLASTER 011001 16. 98 05 . 92 22 . 90 020501 17. 98 05 . 92 23 . 90 � 107 PIPELAYER (WATER, SEWBR & GAS) 011001 14.23 05 .72 19. 95 108 TUNNEL MIDTFR 011001 14.68 05 . 92 20. 60 � 020501 15. 68 05 . 92 21. 60 109 UNDRGRND & OPEN DITCH LABOR (8 ' ) 011001 17. 00 00 . 00 17.00 � � � � ,RE 'ION NUMBER: 08 � CO, IES WITHIN REGION: CHIPPEWA-12, KANDIYOHI-34, LAC QUI PARLE-37, L COLN-41, LYON-42, MC LEOD-45, MEEKER-47, MURR.AY-51, PIPESTONE-59, R OOD-64, RTNVILLE-65, YELLOW MEDICINE-87 � FFECTIVE-DATF: 011001 CLASS: H SFFECT BASIC FRNGE TOTAL OR CODF AND CLASS DATE R.ATE RATE R.ATE -�------------------------------ OUP 1 011001 21.45 07.55 29. 0 020501 21. 65 08 .45 30 . 10 O1 HELICOPTER PILOT , q2 CRANE WITH OVER 135-FOOT BOOM, EXCLUDING JIB 03 DR.AGLINE, CRAWLER, HYDR.AULIC BACI�30L AND/OR OTHER SIMILAR FQUIPMEN'P WITH SHOVEL-TYPB CONTROLS , THREL CUBIC YARDS A1�TD OVER MANUFACTURER'S RATED CAPACITY 04 PILE DRIVING WHEN THREL DRUMS AR}3 IN US8 05 TOWER CRANF y� ! � 0�' 2 011001 20 .52 07.55 28 . 07 020501 20. 72 08 .45 29. 17� ��6 CABLE�,V�IAY � 07 CONCRETB MIXER, STATIONARY PLANT '08 DBRRICK (GUY OR STIFFLEG) (POWBR) (SKIDS OR STATIONARY) r 09 DR.AGLINE, CRAWLER, HYDRAUI,IC BACKH08 AND/OR SIMILAR EQUIPMSNT WITH SHOVEL-TYPL CONTROLS, UP TO THRBE CUBIC YARDS MANUFACTURER'S R.AT$D CAPACITY � 10 DREDGE OR ffi�TGINBBRS, DR�G$ (POWER) AND BNGINSffit 11 FRONT ffi�TD LOADffi2, FIVE CUBIC YARDS AND OVSR 12 GRADBR OR MOTOR PATROL � 13 LOCOMOTNS CRANS OPER.ATOR 14 MIXBR (PAVING) CONCRBTL PAVING, ROAD MOLS, � INCLUDING MLTCKING OPERATIONS, CONWAY OR SIMILAR PILE DRIVING � 16 TRACTOR - BOOM TYPE 17 TRUCK CRANE - CRAWLER TYPE � 18 TUGBOAT 100 H.P. AND OVER � ; �ROUP 3 011001 26 . 97 00 . 00 26 . 97 � 19 DUAL TRACTOR . � 20 ELBVATING GRADFR 21 PUMPCRETS 22 SCRAPSR - STRUCK CAPACITY 32 CUBIC YARDS AND OVSR � 23 SELF-PROPELLBD TRAVELING SOIL STABILIZER ROUP 4 011001 20.21 07.55 27. 76 020501 20 .41 08 .45 28 . 86 � 224 AIR TRACK ROCK DRILL 225 ASPHALT BITUMINOUS STABILIZBR PLANT � 226 AUTOMATIC ROAD MAQiINB (CMI OR SIMILAR) 227 BACKFILLffit OPBRATOR 228 CONCRBTE BATCH PLANT � 229 BITUMINOUS ROLLBR (LIGHT TONS AND OVER) '230 BITiJMINOUS SPREADffit AND FINISHING (POWRR) 231 CAT TRACTORS WITH ROCK WAGONS OR SIMILAR TYPBS � j � � i REGION NUMBER: 08 COUNTIES WITHIN REGION: CHIPPE4VA-12, KANDIYOHI-34, LAC QUI PARL$-37, LINCOLN-41, LYON-42, MC LEOD-45, MESKER-47, MLTRRAY-51, PIPBSTONE-59, � RFDWOOD-64, RFsNVILLE-65, YELLOW Nl�ICINB-87 EFFLCTIVB-DATE: 011001 CLASS: H BFFECT BASIC FRNGB TOTAL , _LABOR_COD}3_AND_CLASS-------------------------- DATI3__ RATE_ R.ATE_ R.ATE_ 232 CHIP HARVESTER AND TRBE CUTTBR 233 CONCRSTB MIXER ON JOBSITE � 234 CONCRETE MOBIL 235 CRUSHING PLANT (GRAVEL AND STONE3) OR GR.AVRL WASIiING, CRUSHING AND SCRFBNING PLANT � 236 CURB MACHINE . 237 DOPB MACHINE (PIPLLINE) 238 DRILL RIGS, HEAVY ROTARY OR CHURN OR CABL£ DRII�L 239 FORK LIFT OR STR.ADDLE CARRIBR � 240 FORK LIFT OR LUNIBER STACKLR 241 FRONT ffiJD LOADER, OVER OIJ$ CUBIC YARD 242 HOIST ENGINEER (POWBR) ' 243 HYDR.AULIC TRLE PLANTER . 244 LAUNCHER pER$ON (TANKER PERSON OR PILOT LIC�iSE) 245 LOCOMOTIVE � 246 MECHANIC - WFLDLR 247 MILLING, GRINDING, AND PLANING MACHINF 248 MULTIPLE MACHINES, SUCH AS AIR COMPRLSSORS, WELDING MACHINES, GSNBR.ATORS, PUMPS � 249 PAVEMENT BREAKBR OR TAMPING MACHINE (POWER DRIVBN) MIGHTY MITE SIMILAR TYPE 250 PICKUP SWEEPffit, ONE CUBIC YARD AND OVER _HOPPffit CAPACITY � 251 PIPELINE WRAPPING, CLF.�P,NING OR BSNDING MACHINE 252 POWER PLANP ENGINFER, 100 KWH AND OVBR 253 POWER ACTUAT� HORIZONTAL BORING MACHINF, OVRR 1 � SIX INCHES 254 PUGMILL 255 RUBBER-TIR� FARM TR.ACTOR, BACKHOL ATTACHM�TT 256 SCRAPER, UP TO 32 CUBIC Y�S � 257 SKID STEER LOADER, OVSR ONS CUBIC YARD WITH BACKHOE ATTACHIKENT 258 SLIP FORM (POWBR DRIV}3N) (PAVING) � 25 9 TIE TAMPE3R.AND BALLAST MACHINE3 260 TRACTOR, BULLDOZER 261 TRENCHING MACHINS (SBWER, WATBR, GAS) � 262 WELL POINT INSTALLATION GROUP 5 011001 18.50 07.55 26 . 05 020501 18.70 08.45 27.15 , 263 AIR COMPRESSOR, 600 CFM OR OVfiR 264 BITUMINOUS ROLLBR (UNDBR BIGHT TONS) � 265 CONCRLTE DISTRIBUTOR AND SPRTsADI3R FINISHING MACHINS, LONGITUDINAL FLOAT, JOINT MACHINB, AND S PR.AY 2 6 6 CONCRETE SAW (MULTIPLE BLADB) (POWER OPE3R.AT�) � 267 FORM TRBNCH DIGGBR (POWBR) 268 FRONT END LOADBR, UP TO AND INCLUDING 1 CUBIC YARD 269 GUNITE GUNALL , 270 HYDRAULIC LOG SPLITTER � .REC�IQN NUMBER: 0 8 � CO IES WITHIN REGION: CHIPPEWA-12, KANDIYOHI-34, LAC QUI PARLE-37, LI OLN-41, LYON-42, MC LLOD-45, MEEKER-47, MURRAY-51, PIPFs'STONB-59, OOD-64, RENVILLE-65, YELLOW MBDICINE-87 � FFECTIVE-DATE: OT1001 CLASS: H EFFBCT BASIC FRNGE TOTAL OR CODE AND CLASS DATE R.ATE RATB R.ATE 2 1--LOADER (BARB$R GREELJE OR SIMILAR TYPE) ---- ------ ----- ----- ----� 2 2 POST HOLS DRIVING MACHINE / POST HOLS AUGER 2 '3 POWBR ACTUAT� AUGER AND BORING MACHINE � 2 4 POWER ACTUATED JACK 2 5 PUMP � 2 6 SELF-PROPBLL� CHIP SPREADER (FLAHBRTY OR SIMII�AR) � 2 7 SHEEP FOOT COMPACTOR WITH BLADE - 200 H.P. AND OVER 2 8 SFIOULDBRING MACHINE (POWBR) APSCO� OR SIMILAR TYPB � INCLUDING SELF-PROPELLED SAND AND CHIP SPREADER 2 9 STUMP CHIPPER AND TRSB CHIPPER � 2 i0 TREE FARMER (MACHINE) 2 1 BITUMINOUS SPREADER AND BITUMINOUS FINISHING MACHINS OPERATOR (HSLPER) � OUP 6 011001 17. 90 07.55 25 .45 020501 18 .10 08 .45 26.55� 2 2 CONVEYOR 3 DREDGE DECK HAND 84 FIRE P�3RSON OR TANK CAR HEATER � 85 GRAVSL SCREENING PLAN'P (PORTABLB NOT CRUSHING OR WASHING) 6 6 GREP,S ER (TRUCK OR TR.ACTOR) � 87 LEVSR PERSON �88 OILER (POWSR SHOVEL, CR.ANB, DRAGLINB, CRUSHERS, ' AND MILLING MACHINES 8 9 POWffit SWBEPffi2 r 90 ROLLER ON GRAVBL COMPACTION 91 SELF-PROPELL� VIBR.ATING PACKET 92 SHEEP FOOT ROLLffit ' �93 TRACTOR, WHEFsL TYPE, OVBR 50 H.P. 394 TRUCK CRANE OILBR �ROUP 1 011001 17. 02 06 . 00 23 . 02� 020501 17.52 06.50 23 .51 �O1 MECHANIC - WBLDBR � 02 TRACTOR TR.AILFR DRNSR 03 TRUCK DRIVER (HAIILING MACHINERY INCLUDING OPBRATION OF HAND AND POWER OP$R.ATFD WINCHBS) � �3ROUP 2 011001 12.20 00 . 00 12.20 ' 04 FOUR OR MORE AXLE UNIT, STRAIGHT BODY TRUCK � ROUP 3 011001 12.00 00 . 00 12 . 00 305 BITUMINOUS DISTRIBUTOR DRIVER , �306 BITUMINOUS DISTRIBUTOR (ONE PERSON OPERATION ) � , 1 I ; � ' REGIQN NUMBFR: 08 COUNTIES WITHIN REGION: CHIPPEWA-12, KANDIYOHI-34, LAC QUI PARLE-37, LINCOLN-41, LYON-42, MC LEOD-45, MEE£KER-47, MURR.AY-51, PIP}3STONE-59, � REDWOOD-64, RENVILLFs-65, YELLOW MID�ICINE-87 EFFFsCTIVE-DATE: 011001 CLASS: H EFFBCT BASIC FRNGE TOTAL LABOR CODB AND CLASS DATE R.ATB RATE RATB � 307 THREE AXLE UNITS-------------------------- ------ ----- ----- ----- � GROUP 4 011001 11.64 01. 96 13 . 60 308 BITUMINOUS DISTRIBUTOR SPRAY OPER.ATOR , (REAR AND OILER) 309 DUMP PERSON 310 GREASER 311 PILOT CAR DRIVER ' 312 RUHBER-TIRED, SELF-PROPELLTD PACKRR 313 TWO AXLE UNIT 314 SLURRY OPERATOR � 315 TANK TRUCK HELPER (GAS, . OIL, ROAD OIL, AND WATER) 316 TR.ACTOR OPFRATOR, UNDE3R 50 H.P. , 401 HEATING AND FROST INSULATORS 011001 22.89 16 . 69 39.58 402 BOILERMAKFRS FOR RATL CALL 651-284-5091 � 403 BRICKLAYSRS FOR R.ATF CALL 651-284-509I. � 404 CARPENTERg 011001 18 .86 08 .48 2?.34 020501 19.96 08 .48 28.44 ' 405 CARPST LAYERS (LINOLEUM) FOR R.ATB CALL 651-284-5091 406 CFMffi�TT MASONS 011001 21.89 10.61 32.50 � 407 ELECTRICIANS +$500000 011001 26 .00 11.38 37.38 -$500000 011001 23 .50 11.23 34.73 � 408 ELEVATOR CONSTRUCTORS FOR RAT$ CALL 651-284-5091 409 GLAZISRS FOR R.AT}3 CALL 6 51-2 8 4-5 0 91 � 410 LATHBRS FOR R.ATE CALL 651-284-5091 411 GROUND PERSON 011001 16 .63 06 .38 23 . 01 , 412 IRONWORKSRS 011001 28 .45 10. 79 39.24 020501 30 .55 10 . 79 41.34 � 413 LINEMAN. 011001 24. 82 08 .50 33 .32 414 MILLWRIGHT 011001 25.78 09. 87 35. 65 � 020501 27.63 09. 87 37.50 415 PAINTFRS 011001 22.48 05 .72 28.20 ' � REG ON NUMBER: 08 � CO IES WITHIN REGION: CHIPPEWA-12, KANDIYOHI-34, LAC QUI PARLB-37, LIN OLN-41, LYON-42, MC LFOD-45, MTSKER-47, NICTRRAY-51, PIPESTONE-59, RED OOD-64, RENVILLE-65, YELLOW MEDICINE-87 E FECTIVE-DATE: 011001 CLASS: H EFFECT BA I � S C FRNGE TOTAL ' OR CODE AND CLASS DATB RATE RATE RATB 41 PILEDRIVER-------------------------------- 011001 28 .23 00 . 00 28 23� 41 PIPBFITTERS - STEANIFITTERS 011001 22 . 61 10 . 61 33 .22� 41 PLASTERERS FOR R.ATB CALL 651-284-5091 41 PLTJN�ERS 011001 22 . 71 12 .17 34 .88 t 42 ROOFER FOR RATB CALL 651-284-5091 , 42 SHEET METAL WORKERS 011001 22 .40 06. 86 29 .26 � 020501 24 . 05 06 . 86 30 . 91 42 SPRINKLBR FITTERS FOR RATE CALL 651-284-5091 � 42 TBRRAZZO WORKERS FOR RATE CALL 651-284-5091 � 42 TILE SBTTERS FOR R.ATB CALL 651-284-5091 4 DRYWALL TAPER FOR R.ATS CALL 651-284-5091 � 4 0 WIRING SYSTEM TBCFII�ICIAN FOR R.ATE CALL 651-284-5091 4 1 WIRING SYSTLN! INSTALLffi2 FOR RATB CALL 651-284-5091 � 4 5 ASBSSTOS ABATSMSNT WORKER FOR R.ATB CALL 651-284-5091 4 6 SIGN ERECTOR FOR R.ATE CALL 651-284-5091 , • ; �,' ' � � , , 1 � � � , . 3 � � � , � z : � , Hennepin County Special Requirements, Property Services GENERAL CONDITIONS - Section 00700 � Page l of 1 ' � SECTION 00700 GENERAL CONDITIONS , General Conditions of the Contract for Construction, AIA Document A201, 1987 Edition, are incorporated into this Project Ma.nual by reference. An original copy of A201, 1987 is available for � viewing by Bidders in the office of Hennepin County Property Services, A2208 Government Center, 300 South Sixth Street, Minneapolis, Minnesota 55487 and the office of the Architect L. G. Fulop Architects &Planners,6650 Vernon Avenue S.,Suite 117, Minneapolis, MN 55436. � (If and when original or electronic copies of A201, 1987 become available for purchase by Hennepin County Property Services or our Consultants, they should be inserted into the Project Manual, in lieu of ' incorporation by reference.) ' � , ' ' ' , ' /00700.Genl Conds.7 ' ' Gen7 Conds-1 HEIVN�PINCOtJNTY Orono alt�roraee March 22,2002 Project No.: 0031569 Contract No.: 075 I R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition , Page I of 32 , SECTION 00800 , SUPPLEMENTARY CONDITIONS , The following conditions may change,delete from or add to the "General Conditions of the Contract for Construction", AIA Document A201, 1987 Edition, and shall take precedence over the General , Conditions. Where any article of the General Conditions is modified or any paragraph, subparagraph or clause thereof is modified or deleted by these Supplementary Conditions, the unaltered provisions of that article,paragraph,subparagraph or clause shall remain in effect. ' 1.1 BASIC DEFINITIONS Add the followin to the list of documents com risin the Contract Documents in the first sentence of ' g p g Subparagraph 1.1.1: Biddin Re uirements Advertisement or Invitation to Bid Instructions to Bidders and ' g 9 � )� Supplementary Instructions to Bidders, the Contracto�'s Bid, and portions of Addenda relating to the bidding requirements. � Delete the third sentence of Subparagraph 1.1.1. , 1.2 EXECUTION,CORRELATION AND INTENT Add the following subparagraph: � 1.2.6 Where a reference in the Contract Documents to a Federal Specification, American National , Standards Institute standard, American Society of Testing Materials standard or other standard does not include the edition or date of the standard, the edition and amendments current as of the date of this Project Manual shall apply. � 2.2 INFORMATION AND SERVICES REQUIREDOF THE OWNER Delete Subparagraph 2.2.1. ' Change Subparagraph 2.2.5 to read as follows: ' 2.2.5 The Contractor will be furnished,free of charge,l0(ten) copies of the Drawings and Project Manuals for execution of the Work. , Suppl Conds-1 ' HETRJEPINCOIJIVTY Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' ' Hennepin County Spexial Requirements Section 00800 - SUPPLEMENARY CONDITIONS ' 1/2/02 Edition Page Z of 32 ' Add the following to Article 2: 2.5 OWNER'S RIGHT TO AUDIT BOOKS AND RECORDS. , 2.5.1 The Contractor agrees that the County, the State Auditor, the Legislative Auditor and/or any of their duly authorized representatives shall at any time during normal business hours, ' and as often as they may reasonably deem necessary, have access to and the right to examine,excerpt,and transcribe any books, documents,papers, records, etc., which involve transactions relating to this Agreement. Such material must be retained by the Contractor ' for the longer of(1) six years after Final Payment; or (2) such additional period as may be necessary to comply with specific Contract Conditions (incli�ding without limitation any period covered by a written warranty). The Contractor's accounring practices and ' procedures relevant to this Contract shall also be subject to examinationby any of aforesaid persons as often as and during such times as aforesaid. ' 3.4 LABOR AND MATERTAIS , Add the following to Subparagraph 3.4.1: Should the Contract Documents require work to be performed after regular working hours or should the Contractor elect to perform work after regular worki.ng hours, the additional cost � of such work shall be bome by the Contractor. Add the following subparagraphs: ' 3.4.3 The Contractor shall be responsible for the costs of additional work and changes required to incorporate substitute materials,products or equipment approved during the bidding period ' into the Project. 3.4.4 After award of the Contract, a request for substitution of a material, product or piece of � equipment at no change in the Contract Sum will not be approved by the Owner or the Architect, unless the specified item is no longer manufactured, the specified item is unavailable as a result of an act of government(such as declaration of a national emergency), ' or delivery of the specified items is substantially delayed as a result of labor disputes affecting the manufacturer, unusual delay in transportation, or any other cause beyond control of the Contractor or a Subcontractor or material supplier which the Architect ' determines justifies the delay. Requests will not be approved where the delay in delivery results from failure to promptly place subcontracts and material orders. Requests for substitution shall be submitted in writing to the Architect and shall clearly describe the � proposed substitution, state the reason for the unavailability of the specified item and be accompanied by such additional data and information as may be necessary to establish the acceptability of the proposed substitution. ' ' Suppl Conds-2 I�ENNEPINCOUNTY Or no �it ctoraee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 � � Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition , Page 3 oJ32 3.5 WA�tRANTY ' Add the following subparagraph: � 3.5.2 To ensure, wherever practical and appropriate, that materials with recycled content are given reasonable consideration for mcorpora.tion m construct�on of Hennepm County facilities: ' .l Performance standards and specifications for products used in construction or remodeling of County facilities or public works shall not prohibit the use of products , with recycled content, except as set forth in Subparagraph 3.5.2.2. .2 Specifications shall allow use of materials and products with recycled content ' wherever practical and appropriate except when the architect/engineer determines that either the performance requirements for the product will be compromised by the use of recycled materials, or when a product with recycled content is impractical or will , otherwise negatively affect health,safety, or operational e�'iciency. 3.7 PERMITS,FEES AND NOTICES ' Delete Subparagraph 3.7.2 and substitute the following: 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, codes, i rules,regulations,decrees and orders of public authorities,bodies and/or tribuna.ls bearing on performance or nonperformance of the Work. The aforesaid requirements shall apply fully ' to the requirements referenced in subparagraph 10.2.2 hereof. Contractor shall indemnify, defend and hold the County, its officers, elected o�cials, employees and agents harmless from any and a11 clanns, liability, costs, penalties, damages, and/or attomeys' fees or any ' other costs or expense whatsoever arising from or based on violations committed by the Contractor, any subcontractor and their employees or agents. Add the following subparagraph: i 3.7.5 If the Contractor is not resident within the State of Minnesota and if the Contract Price is greater than$100,000,the Contractor shall provide a bond equal to eight percent(8%) of the � Contract Price for the period of the Contract, or shall provide certification by the Minnesota Deparnnent of Revenue that the Contractor is exempt from the surety requirements of ' Minnesota Statute, Section 290.9705. � , Suppl Conds-3 ' H�PINCOiJNTY Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS ' 1/2/02 Edition Page 4 of 3Z , Delete Paragraph 3.9 and substitute the following: 3.9 PROJECT MANAGERAND SUPERINTENDENT ' 3.9.1 The Contractor shall employ a competent Project Manager who shall administer the Agreemerrt Between Owner and Contractor and who shall represent the Contractor. , Communications given to the Project Manager shall lx as binding as if given to the Contractor. Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. , 3.9.2 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The superintendent shall ' represent the Contractor,and commumcations given to the superintendent shall be as binding as if given to the Contractor. Important communications shall be confirmed in writing. Other communications shall be similady confirmed on written request in each case. ' 3.9.3 The Project Manager and the Superintendent shall be assigned to the Project throughout the term of the Contract except or unless the designa.ted individual's service to the Contractor is , terminated or the Owner finds reasonable objection to the individual in which case another individual shall be assigned to the same responsibility for the remaining term of the Contract. I3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES , Add the following to Subparagraph 3.10.1: The contractor is requested to provide a Critical Path Method Construction Schedule. ' 3.11 DOCUMENTS AND SAMPLES AT THE SITE � Add the following to Paragraph 3.11: 3.11.2 The Architect will furnish one complete set of Drawings and Project Manual to the ' Contractor for the purposes of recording all changes in the Work. The Contractor sha11 preserve and maintain these documents at the site in good condition and shall promptly and , directly record all changes to the Work upon them. 3.11.3 The Architect shall mspect these Record Documents from time to time during the course of � the Work to ascertain their condition and that they reflect the current condition of the Work. 3.11.4 Upon Substantial Complerion of the Work and prior to Final Payment, the Contractor shall � return the Record Documents to the Architect for the Arclutect's translation of all changes in the Work in the Record Documents for delivery to the Owner. � Suppl Conds-4 ��C��TY Orono �lt toraee March 22,2002 Project No.: 0031569 Contract No.: 0751 R2 � , Hennepin County Special Requirements Secdon 00800 - SUPPLEMENARY CONDIT'IONS 1/2/02 Edition ' Page S of 32 Delete Subparagraph 3.18.1 and substitute the following: ' 3.18.1 To the fullest e�ent permitted by law, the Contractor agrees to indemnify, hold hannless, , and defend the Owner, Architect, Architect's consultants, and their agents and employees from and agau�st all clauns, loss, damage,costs and expense, mcluding reasonable attomey's fees arising from personal or bodily injury or sickness,illness, or death of person or damag�e , to or destruction of property including, without limitation, property and employees of Owner and Architect, occurring wholly or in part, as a result of the work done or omitted to be done by, or contracted to be done but not done by Contractor or its Subcontractors or , their employees, agents,or anyone for whose acts any of them may be liable,regardless of whether or not it is caused in part by a pariy indemnified hereunder, except claims, loss, damage,costs or expenses resulting from risks as are required to be insured by the Owner. ' 4.1 ARCffiTECT Delete Subparagraph 4.1.4 and substitute the following: , 4.1.4 Disputes arising under Subparagraphs 4.1.2 and 4.1.3 sha.11 be subject to action at law or arbitration as provided in Paragraph 4.5. ' 4.4 RESOLUTION OF CLAIMS AND DISPUTES Delete the first sentence of Subparagraph 4.4.4 and substitute the following: ' 4.4.4 If a Claim has not been resolved after consideration of the foregoing and of further evi�ence , presented by the parties or requested by the Architect,the Architect shall notify the parties in writing that the Architect's decision will be made within seven days, which decision sha11 be final subject to action at law or arbitration as provided in Paragraph 4.5. ' 4.5 ARBITRATION Delete Paragraph 4.5 and substitute the following: � 4.5 ACTION AT LAW AND ARBITRATION ' 4.5.1 All disputes, claims and other matters in question arising out of or relating to this Contract, shall,at the Owner's option, be subject to and decided by: ' 1. Actions at law or 2. Arbitration in accordance with the provisions of the Minnesota Arbitration Act M.S.A. Chapter 572 or � 3. Arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect which demand for arbitration shall be filed in writing with the other party to this Agreement and with the American � Arbitration Association. Suppl Conds-5 ' HENNEPINCOIJNTY Orono Salt Storagg March 22,2002 Project No.: 0031569 Contract No.: 0751 R2 ' , Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS , 1/2/02 Edition Page 6 of 32 ' 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTION� OF 'I� ' woRx Add the following subparagraph: , 5.2.5 The Contractor agrees to the Owner's right to audit books and records, as stipulated in Paragraph 2.5 of the Supplementary Conditions to Contract, in reference to the Contractor's selection,award of Contract and payments to sub-contractors. ' Add the following paragraph to Article 5: ' S.5 PROMPT PAYMENT OF SUBCONTRACTS. ' S.5.1 Minnesota Statutes, Section 471.425, subd. 4a,requires prompt payment to Subcontractors. The law requires the prime Contractor to pay any Subcontractor within ten days of the prime Contractor's receipt of payment from the County for undisputed services provided ' by the Subcontractor. The law also requires the prime Contractor to pay interest of 1-1/2 percent per month on any undisputed amount not pa.id on time to the Subcontractor. ' 6.2 MUTUALRESPONSIBII.ITY , Change Subparagraph 6.2.5 to read as follows: 6.2.5 Should the Contractor wrongfully cause damage to the work or property of any separate contractor, the Contractor sha11, upon due notice, promptly attempt to settle with such ' other contractor by agreemerrt, or otherwise to resolve the dispute. If such separate contractor sues the Owner on account of any damage alleged to have be�n caused by the Contractor, the Owner shall notify the Contractor who shall defend such procee�ings at the , Contractor's expense,and if any judgment or award against the Owner arises therefrom, the Contractor shall pay or satisfy it and shall reimburse the Owner for all attomey's fees and ' court costs which the Owner has incurred,if any. , 7.1 CHANGES(IN THE WORI� Change Subparagraph 7.1.1 to read as follows: � 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive, order for a minor change in the Work or Authorization to Proceed with a Construction Change, subject � to the limitations stated in this Article 7 and elsewhere in the Contract Documents. ' Suppl Conds-6 HEIVIJEPINCOUNTY Orono S91 4t ragg March 22,2002 Project No.: 0031569 Contr�t No.: 0751R2 ' , Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition ' Page 7 of 32 Change Subparagraph 7.1.2 to read as follows: ' 7.1.2 A Change Order or Authorization to Proceed with a Construction Change shall be based ' upon agreement among the Ovmer, Contractor and Architect; a Construction Change Directive requires agreementby the Owner and Architect and may or may not be agreed to by the Contractor; an order for a minor change in the Work may be issued by the Architect ' alone. In the event the Contractor ignores the Architect's directions to correct defective or non-complying work, or if previously undetected defective work causes the Owner expense, the Architect and Owner, if in agreement and notwithstanding the Contractor's disagreement, ' may execute a Change Order to compensate the Ovmer for the cost of such corrective work or repair, from the amount owed the Contractor. Change Subparagraph 7.1.3 to read as follows: , 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract � Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change Order, Construction Change Directive, order for a minor change in the Work, or Authorization to Proceed with a Construction Change. ' 7.2 CHANGE ORDERS Chan e Su a a h 7.2.2 to read as follows: , g bP�' Sr P 7.2.2 Methods used in determining adjustments to the Contract Sum shall adhere to the ' requirements listed in Subparagraphs 7.3.3 and 7.3.6. Add the following subparagraph: , 7.2.3 Change Orders shall be prepared using AIA Document G701. Computer generated forms ' may not be substituted, wiless AIA software is used to produce a facsimile. 7.3 CONSTRUCTION CHANGE DIRECTIVES ' Change Subparagraph 7.3.3 to read as follows: 7.3.3 If the Change Order or the Construction Change Directive provides for an adjustment to the ' Contract Sum,the adjustment shall be based on one of the following methods: .1 By mutual accepta.nce of a lump sum properly itemized and supported by sufficient ' substantiating data to permit evaluation. A lump sum for an increase in the Contract Sum may contain a reasona.ble allowance for the Contractor's overhead and profit. No allowance � for overhead and profit will be allowed if the change results in a net decrease in cost. When Suppl Conds-7 ' HENIVEPINCOLJN'TY Orono Salt Storage March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS , 1/2/02 Edition Page 8 of 3Z ' both additions and credits covering related Work or substitutions are involved in any one change,the allowance for overhead and profit shall be figured on the basis of net increase, if ' any. .2 By unit prices stated in the Contract Documents or subsequently agread upon. Unit prices ' shall cover all of the Contractor's costs for labor, materials, equipment and related services including such costs for subcontracted work and the Contractor's overhead and profit. ' .3 By cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee. , .4 By the method provided in Sub�ragraph 73.6. .5 The cost of a change determined under the methods in Clauses 7.3.3.1, 7.3.3.3 and 7.3.3.4 , shall include all costs direetly related to the change,and the Contractor shall itemize these costs and provide appropriate supporting data as may be necessary to establish their correctness. All indirect costs whether incurred on or off site sha11 be included in the , Contractor's overhead. Indirect costs shall include such items as local telephone use, coordination of trades and/or utilities, site inspection, photography, clerical support, estimating,postage, handling,general carthage and/or cleanup and field coordination. ' .6 In the case of Work authorized under Clauses 73.3.1 7.3.3.3 and 7.3.3.4 a reasonable , , ' allowance for overhead and profit shall be not more than ten (10%) percent of the net cost of Work accomplished by the Contractor's own forces, five (5%) percent of the net cost of Work accomplished by Subcontractors and five(5%)percent of the net cost of materials and � equipment. Subcontractors, sub-subconttactors and subsequent tiers of contractors may add an allowance of not more than ten (10%) percent of the net cost of the work accomplished by their own forces to cover their overhead and profit, five (5%) percent of ' the net cost of the Work accomplished by their Sub-contractors and five(5%)percent of the net cost of materials and equipment. Further, as a condition for the Owner's authorization of a five (5%) percent allowance for work of any lower tier contractor, as aforesaid, the ' Owner may request the Contractor and/or any pertinent lower tier contractor to provide to the Owner detailed, written information to establish to the Owner's satisfaction the actual relationship between the contractor and any lower tier contractor. Such information shall be ' provided promptly to the Owner following the request therefor. .7 Cost of additional insurance and performance bond coverage related to the change shall not be ' included by the Contractor as part of the cost of each change,but shall be compensated for on the basis of actual cost by means of a single Change Order prior to Project Close-Out. ' ' Suppl Conds-8 I�INEPINCOUNI'Y O�+ono Salt 4tnra� March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition ' Page 9 of 32 Delete the first sentence of Subparagraph 7.3.6 and substitute the following: ' If the Contractor does not respond promptly or disagrees with the method for adjustment in , the Contract Sum, the method and the adjustment sha11 be determined by the Architect on the basis of reasonable expenditures and savmgs of those performmg the Work attnbutable to the change, including, in case of an increase in the Contract Sum, an allowance for ' overhead and profit as stated in Clause 7.3.3.6. Change Clauses 7.3.6.1, 7.3.6.2, 7.3.6.3, 7.3.6.4, and 7.3.6.5 to read as follows: ' 7.3.6.1 Costs of labor including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers compensation insurance, all as directly attributable to the change; ' 7.3.6.2 Costs of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed,all as directly attributable to the change; ' 7.3.6.3 Rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others, all as directly attributable to the change;and ' 7.3.6.4 Costs of permit fees, and sales, use or similaz taxes related to the Work, all as directly amibuta.ble to the change. , 7.3.6.5 Addrtional cost of supervision and field o�ice personnel directly attributable to the change only when due to approved extension of Contract time. Add the followin to Sub a a h'7.3.8: ' g P� S�' P Adjustments to the Contract Time shall reflect only the additiona.l time directly attributable ' to the Change in the Work. Add the following to Paragraph to Article 7: ' 7.5 AUTHORIZATIONTO PROCEED WITHA CONSTRUCTION CHANGE 7.5.1 An Authorization to Proceed with a Construction Chan e is a written instrument re ared ' g P P by the Owner or the Architect, acting on behalf of the Owner, and signed by the Owner authorizing the Contractor to proceed with a Change to the Work as submitted by the ' Contractor in written proposal form. Work will be authorized by a Lump Sum, Negotiated Price, Time and Materials, Unit Price(s), or other method as agreed upon. The , Authoriza.tion to Proceed with a Construction Change is intended to expedite the change approval process, and �mplementation of the Work by the Constractor denotes acceptance of the Authorization. Upon completion of the Work, an aggregate of Authorizations to ' Proceed with a Construction Change will be incorporated into a Change Order, per Subpazagraph 7.2.1. Suppl Conds-9 ' HENNEPINCOUNTY Orono Salt Storage March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS ' 1/2/02 Edition Page I 0 of 32 ' 8.1 DEFINITIONS ' Delete the first sentence of Subparagraph 8.1.2 and substitute the following: , The date of commencement of the Work is the date established in the Notice to Proceed given by the Owner. Add the following to Subpara.graph 8.1.2: ' The Contractor shall not commence the Work nor a11ow any Subcontractor to commence work until: , 1. The Contract has been fully executed and the Owner has issued a Notice to Proceed. 2. The Owner has approved the Contractor's performance and�yment bonds and the ' bonds have been filed with the Treasurer of Hennepin County. , 3. The Owner has approved evidence of the Contractor's Liability Insurance, Owner's Protective Liability Insurance and any other insurance required to be purchased by the Contractor. ' 8.3 DELAYS AND EXTENTIONS OF TIME. ' Add the following to Subparagraph 8.3.1: The Owner will look first to the Critical Path Method Construction Schedule, if provided by the ' Contractor, per Paragraph 3.10, for justification of extensions of Contract time. Add the following Paragraph to Article 8: ' 8.4 LIQUIDATED DAMAGES 8.4.1 Time being an essential element of the Contract, and based on the Project Schedule of ' Substantial Completion within 160 calendar days from the date of Notice to Proceed, it is hereby agreed that if the Owner determines that an extension is not justified, the Owner will be entitled to da.mages for failure on the part of the Contractor to complete its , obligations. In view of the impracticality and extreme difficulty of fixing and ascertaining the actual damages the Owner would sustain in such event, the Owner shall be entitled to One Hundred dollars ($100) per calendar day for each and every day beyond the date of ' Substantial Completion in these specifications. The aforesaid specified amount shall not be construed as a penalty, but as liquidated damages for any such failure on the part of the ' Contractor. The act of the Owner in canceling the Contract for any such failure and/or any unexpected delay shall not forfeit its right to recover liquidated damages from the Contractor and/or its surety. In any su�t mvolvmg assessment or recovery of liquidated da,mages, the ' Suppl Conds-10 ��C�TI' Orono Salr Crnra� March 22,2002 Proj�t No.: 0031569 Contract No.: 0751R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition ' Page l l of 32 reasonableness of the daily charges shall be presumed, and the amount assessed, as well as , the aforesaid cancellation right or any other cancellation rights stated in these specifications, will be in addition to every other right or remedy now or hereinaf�er enforceable at law, in ' equity, by statute, regulation and/or under the Contract. The Contractor will not be charged with liquidated damages when any delay or failure is due , to: any act or neglect of the Owner; written and mutually agreed to changes in the Contract; labor disputes; fire,flood or other natural disasters; unusual delay in transportation; adverse weather conditions not reasonably anticipated; unavoidable casualties; or any other causes , beyond the Contractor's reasonable control and without fault or negligence of the Contractor. Contract time or performance dates or times may be extended for such rea.sonable time as the Owner's Project Manager may determine. A claim for extension will ' not be allowed unless the Contractor, not later than the end of the Owner's first business day following the day on which the claim arises, shall have telephoned and informed the Hennepin County Project Manager,Tom Bravo at 612-596-7754 about the full details of the ' cause necessitating such a claim within seven (7) calendar days of any such telephone call. The Contractor shall also send to each of the Owner's addresses referenced above a communication specifying in detail the cause(s)of the delay. The herein provisions will not ' preclude the Owner from canceling or terminating the Contract regardless of any act or event beyond the Contractor's reasonable controt,as aforesaid,provided that the Owner shall have ' given the Contractor thiriy (30) days prior written notice of the Owner's intention to so cancel or termmate,and that dunng sazd penod,the Contractor shall have failed to cure such delay or failure in performance. , If liquidated damages are charged,they will be charged daily, first against moneys then due to the Contractor, then against moneys coming due,and then against funds held for eventual release to the Contractor. If these three sources are not sufiicient to cover the liquidated , damages,the Owner will bill the Contractor for the necessary tralance and the Contractor shall promptly pay the invoiced amount(s). ' The Owner may waive m wntmg all or any portion of any hqwdated damage assessment after the date services or obligations are completed and accepted by the Owner. Permitting the Contractor to continue and complete the setvices or obligations or any part of ' them after stipulated times will not in any way operate as a waiver on the part of the Owner or its rights hereunder. No act by the Owner in pursuing or affecting its rights hereunder t will constitute a forfeiture of the Owner's right to recover liquidated damages from the Contractor and/or its surety. ' ' Suppl Conds-11 ' HENNEPINCOUIVTY Orono Salt Storagg March 22,2002 Praject No.: 0031569 Contract No.: 0751R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS , 1/2/02 Edition Page 12 of 32 ' 9.2 SCHEDUI.E OF VALUES ' Add the following to Subpazagraph 9.2.1: The Schedule of Values shall list each item of value in the order of the Project Manua.l's Table of Contents by Section number. Each value component of work within each Section ' shall be itemized to identify labor and material value separately and to include a directly proportional amount of the Contractor's profit and overhead. The Schedule of Values shall , include a separate line item for insurance premium, perfornlance and payment bond, each Allowance, and for the Project Contract Close-out Submittals, establishing a composite value for as-built record drawings, maintenance and equipment manuals, test reports and ' waxranties. Round off all sums to whole dollars. The sum of all values shall equal the Contract Sum. The Schedule of Values sha.11 be confirmed on Continuation Sheet, AIA Document G703, Utilizing the original form or AIA software for any computerized version. , 9.3 APPLICATIONS FOR PAYMENT ' Add the following subparagraphs: 9.3.1.3 Use AIA Document G702, notarized, with the continuation on AIA Document G703. ' Computer genera.ted forms may not be substituted unless AIA software is utilized to produce a facsimile. ' 9.3.1.4 Submit 3 copies on the first day of the month. 9.3.1.5 With each Application for Payment, the Contractor shall submit a written Summary of ' Payments listing each contractor, subcontractor or supplier by name, section of the Work and amount of payment, in the exact order of the approved Schedule of Values so that the individual payments in aggregate shall be identical to the TOTAL PAYMENT EARNED , LESSRETAINAGE ofthe Application for Payment. The Contractor shall certify that the information therein is true and correct and shall affix his signature to the Summary of Payments. ' 9.3.1.6 Failure to submit the Summary of Payments shall be cause for the Architect to withhold Certifica.tion of the Application for Payment. ' 9.6 PROGRESS PAYMENTS , Add the following to Paragraph 9.6.1: To insure proper performance of the Contract,the Owner will retain five(5%)percent of ' the amount of each Certificate for Payment issued by the Architect prior to Completion of the Project. Such retainage will be held by the Owner until Final Payment. ' Suppl Conds-12 HF;IJNEPINCOUNTY Orono Salt Stor�e March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition ' Page I 3 of 32 9.8 SUBSTANTIAL COMPLETION , Add the following to Subparagraph 9.8.1: ' Substantial Completion shall be that point of completion and progress of the Work when: .1 The completed Work represents a value of not less than ninety-eight percent (98%)of ' the current Contract Sum, as represented in the most current Certificate of Payment; and , .2 The completed Work represents a value of not less than ninety percent (90%) of the current Contract Sum as distributed for each line item in the Schedule of Values , representation in the most current Certificate of Payment; and .3 All primary building systems, to include but not be limited to exterior envelope, ' structural, exiting, elevator, electrical power, heating, ventilation, air conditioning, plumbing, fue protection, controls and automation, lighting, communications, partitions, floors, ceilings,finish hardware, signage,security, millwork and casework, ' pa.inting,fumishings,equipment, and furniture are essentially complete;and; .4 HVAC balancing is complete and the HVAC Balancing Report has been accepted by ' the Owner; and .5 Specified operational manuals for equipment and systems as well as operational , instructions for all systems and equipment have been delivered to and accepted by the Owner; and ' .6 Specifi�warranties for equipment and systems have been delivered to and accepted by the Owner. ' Delete Subparagraph 9.8.2 and substitute the following: 9.8.2 When the Contractor considers that the Work, or a designated portion thereof which is ' acceptable to the Owner, is substantially complete, he shall submit to the Architect a statement that the Work meets all the requirements for Substantial Completion as defined in ' Subparagraph 9.8.1, and that such completed Work represents a value of not less than ninety-eight percent(98%)of the current Contract Sum. The Contra.ctor shall also submit a list of any items of the Work remaining to be completed or corrected for fmal completion. ' The failure to include any items on such list does not alter the responsibility of the Contractor to complete all of the Work in accordance with the Contract Documents. Based on the Contractor's statement of uncompleted Work and observations at the site, if the , Architect agrees the Work appears to be substantially complete, the Architect will schedule Suppl Conds-13 � INCOUNTY Orono Salt Storagg March 22,2002 Project No.: �31569 Contract No.: 0751 R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS ' 1/2/02 Edition Page I 4 nf 32 ' and make an inspection of the Work and confirm to the Contractor the list of all items to be completed, replaced or corrected. If the Work is not substantially complete in the ' Architect's opinion, the Contractor will be advised and a subsequent date set for the inspection. The day on which the Architect inspects the last unit, phase or part of the Work, and determines the Work as substantially complete, shall be the Date of Substantial ' Completion. The Arclutect shall be required to conduct one Substantial Completion Inspection and one Final Completion Inspection. If additional inspections are required to establish Substantial Completion, the Architect shall be compensated for the Architect's ' inspection, review and processing requirements in full by the Contractor and such compensation shall be borne by the Contractor and accomplished by a Change Order to the Contract. Wazranties required by the Contract Documents shall commence on the date of ' Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The Certificate of Substantial Completion shall be submitted to the Owner and Contractor ' for their written acceptance of the responsibilities assigned to them by such Certificate. 9.9 PARTIALOCCUPANCY OR USE ' Add the followin to Sub ara a h 9.9.1: g P �' P ' The Owner shall have the right to install furnishings and equipment within the Project prior to Completion of the Work Such installation shall not constitute occupancy or use by the ' Owner. Add the follovv�ng to Subparagraph 9.9.2: ' The Owner shall have the right to use or occupy the Project, or a portion thereof, prior to Completion of the Work under the following conditions: ' .1 The Owner shall givethe Contractor at least ten days prior written notice of intention to use or occupy the Project, or a portion thereof. Prior to use or occupancy, the Arehitect accompanied by the Owner and the Contractor will conduct an inspection ' of the area to be used or occupied;based on this inspection, the Architect will prepare a list of work to be completed or corrected. Prior to use or occupancy,the Owner and the Contractor shall agree in writing on their individual responsibilities for security, ' maintenance,heat, utilities, damageto the Work and insurance for the area to be used or occupied. ' .2 The insurance company or companies providing the property insurance required by Paragraph 11.3 shall consent to the use or occupancy by endorsement prior to such use or occupancy. ' .3 After occupancy, the Owner will allow the Contractor reasonable access to the occupied area to complete and correct the Work , Suppl Conds-14 H�JNEPINCOUNfP Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' ' Hennepin County Spacial Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition ' Page 1 S of 32 , .4 Any claims for an adjustment in the Contract Sum or an extension of the Contract Time because of the Owner's use or occupancy sha.11 be made in writing to the , Architect prior to such use or occupancy. .5 The Contractor shall not be held responsible for any damage to the occupied part of ' the Project resulting from the Owner's use or occupancy. .6 Use or occupancy by the Owner shall not be deemed to constitute a waiver of e�sting , claims in behalf of the Owner or Contractor against each other. 9.10 FINAL COMPLETION AND FINAL PAYMENT , Add the following to Subparagraph 9.10.1: In r uestin final ins ction and accom ying the Contractor's Final Application for ' e9 g Pe 1� Payment, the Contractor shall prepare and submit the following: .1 Contractor's Affidavit of Pa ment of Debts and Claims AIA Documents G706 A ril ' y , , P 1970 Edition. , .2 Contractor's Affidavit of Release of Liens, AIA Documents G706A, April 1970 Edition. , .3 Contractor's lien waiver on the full amount of the Contract Sum. .4 Contractor's Sum of Payments. ' .5 Consent of Surety to fmal payment on Consent of Surety Company to Final , Payment,AIA Document G707,April 1970 Edition. .6 State of Minnesota - Department of Revenue Form IC-134 rev. 9/89, "Withholding ' Affidavit for Contractors" prepared by the Contractor and all Subcontractors and certified by the Commissioner of Revenue. .7 Current list of subcontractors and major material suppliers indicating type of work or ' product, brand name and/or manufacturer's name and model number in the sectionai order of the Project Manual, fum name,address,telephone and contact person. ' .8 Contractor's Record Copy of all Drawings, Specifications, Change Orders and other modifications, in good order, and marked to record all changes made during , construction, and approved Shop Drawings,Product Data and Samples. Suppl Conds-15 , HENNEPINCOLJIV'TY Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' � Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS ' 1/2/02 Edition Page l 6 of 32 � .9 All payroll reports, certifications and related documents necessary to fulfill the Labor ' Standards Provisions requirements of the Contract that have not been previously submitted. , .10 All written warranties required by the Contract Documents, wlvch were not submitted at the time of Substantial Completion. ' .11 All operational manuals, instructions, test reports and other data required by the Contract Documents and not submitted at the time of Substantial Completion. 10.1 SAFETY PRECAUTIONS AND PROGRAMS � Delete Subparagraph 10.1.2 and substitute the following: ! 10.1.2 In the event the Contractor encounters material reasonably believed to be asbestos or polychlorinated biphenyl (PCB) on the site which has not been rendered harmless and which ' has not been previously identified within the Contract Documents as related to the Work, the Contractor shall immediately stop Work in the area affected and report the condition to the Owner and Architect in writing. If in fact the material is asbestos or polychlorinated ' biphenyl (PCB)which has not been rendered hannless, the Owner shall cause such material to be removed or rendered harmless under separate contract. Upon written notification by the Owner to the Contractor that such material has been removed or rendered harmless in the ' area affected,the Work shall be resumed. Delete Subparagraph 10.1.4 in its entirety. , 1�Z SAFETY OF PERSONS AND PROPERTY , Delete Subparagraph 10.2.6 and substitute the following: � 10.2.6 The Contractor shall appoint a responsible member of his organization to act as Safety Director(fire and accident)whose duty shall be to prevent accidents, minimize fire hazards and to enforce safety precautions. The Safety Director shall develop procedures and , regulations to guide the Contractor, subcontractors and all workmen. With particular respect to existing buildings,facilities,and the Owner's staff, the Safety Director shall consult with and be guided by the directions of the Owner. ' .1 The Safety Director shall provide a written Safety Program at the outset of the project and shall transmit copies to all subcontractors engagedin the Work. � .2 The Contractor and Subcontractors shall conform to and abide by all requirements of the Safety Director. , Suppl Conds-16 H�JNEPINCOIJNTY Otono t Storaee March 22,2002 Project No.: 0031569 Contr�t No.: 0751R2 � � Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition � Page 17 of 32 � .3 The Safety Director shall periodically inspect all spaces of work under this Contract and operations of the Contractor and list hazards to be removed or corrected. These shall be � reported to the Owner, the Contractor and the responsible subcontractors. The Safety Director shall ensure that the responsible parties shall promptly remove or correct the hazards. ' .4 The Safety Director shall conduct regularly scheduled safety meeting including all Subcontractors. Minutes of these meetings,including a list of booth attendees and non- � participants, shall be forwarded to the County Project Mana.ger in a timely manner. 11.1 CONTRACTOR'S LiABILrI'Y INSURANCE � Add the following to Subparagraph 11.1.2: � The insurance required by Subparagraph 11.1.4 are minimum requirements. It is the sole responsibility of the Contractor to determine the need for and to procure additional insurance, , which may be�eded in connection with this Contract. Copies of insurance policies shall be submitted to the Owner upon written request. Add the following to Subparagraph 11.1.3: ' The Contractor sha.11 not commence the work until it has obtained required insurance and filed � with the Architect for the review and approval of the Owner a properly executed Certificate of Insurance with two (2) duplicate copies which clearly evidences required insurance coverage, and such insurance has been approved by the Ovmer in writing. The certificate shall name � Hennepin County as certificate holder and as an additional insured for all liability coverages except Workers'Compensation and Employer's Liability. The certificate should also show that � Hennepin County will receive thirty (30)days' prior written notice in the event of cancellation, non-renewal or material change in any descnbed poLcies. The Contractor shall furnish the Owner updated certificates during the term of the Contract as � insurance policies expire. If the Contractor fails to furnish proof of insurance coverage, the County may withhold payments and/or pursue any other right or remedy allowed under the ' Contract, law,equity and/or statute. , � Suppl Conds-17 ' HFNNF.PiNC.ni INTY Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751 R2 i a Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS ' 1/2/02 Edition Page 18 of 3Z � Add the following subparagraph: ' 11.1.4 The Contractor shall have and keep in force the following insurance coverage: l. Commercial General Liability on an occurrence basis vv�th Contractual Liabilrty and ' Explosion,Collapse, and Underground Property Damage(XCU) coverage: Limrts General Aggregate $3,000,000 ' Products-Completed Operations Aggiegate 3,000,000 Personal and Advertising Injury 1,000,000 � Each Occurrence- Combined Bodily injury and Property Darnage 1,000,000 Fire Damage-Any One Fire 50,000 ' Medical Expense-Per Person 5,000 2. Automobile Liability- Combined smgle limit each occurrence � coverage for bodily inj ury and property damage covering owned, non-owned and hired automobiles. 1,000,000 , 3. Workers'Compensation and Employer's Liability: a Workers' Compensation. Statutory ' If the contractor is based outside the state of Minnesota, coverage must apply to Minnesota laws. ' b. Employer's Liability. Bodily injury by: Accident-Each Accident 100,000 Disease -Policy Limit 500,000 � Disease -Each Employee 100,000 An umbrella or e�ess policy over primary liability insurance coverage is an acceptable method ' to provide the required insurance limits. The Contractor shall be responsible for all deductibles, which may apply to any of the � insurance coverages. 11.2 OWNER'S LIABILITYINSURANCE ' Add the following to Subparagraph 11.2.1: ' The Owner reserves the right to self-insure against all third party liability claitns. ' Suppl Conds-18 HENNEPINCOLINTY Orono Salt Stora�g March 22,2002 Project No.:0031569 Contract No.: 0751R2 ' � Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition , Page 19 of 32 11.3 PROPERTYINSURANCE � Add the following to Subparagraph 11.3.1: � 11.3.1 The Owner and Contractor waive all rights against each other for damages caused by fire or other perils to the extent covered by insurance provided pursuant to this Paragraph 11.3 or any other property insura.nce applicable to the Work, except such rights as they may have to the , proceeds of such insurance held by the Owner as trustee. The Contractor shall require, by appropriate agreemeirt,written where legally required for validity, similaz waivers in favor of ' the Owner and the Contractor by subcontractors and sub- subcontractors. With respect to the waivers of rights of recovery,the term Owner shall be deemed to mclude,to the extent covered by property insurance applica.ble thereto, the Owner's consultants, employees and agents and � the Architect and the Architect's consultants, employees and agents. The foregoing waiver afforded the Archrtect and his consultants, employees and agents shall not apply in the circumstances described in Subparagraph 3.183. The Contractor waives as against any separa.te ' Contractor described in Article 6 all rights for damages caused against the Owner. The Owner shall require, by appropriate agreement, written where legally required for validity, similar waivers in favor of the Contractor by any separate Contractors and their Subcontractors. � The Contractor sha11 notify the Owner of any impending claims within five (5) days of such loss. ' Add the follovv�ng to Subparagraph 11.3.1.3: The Contractor shall pay any costs up to Fifteen Thousand ($15,000) dollars of the , Owner's Policy deductible on an each and every claim basis. Delete Subparagraphs 11.3.9 and 11.3.10. � 11.4 PERFORMANCEBOND AND PAYMENTBOND Add the following to Subparagraph 11.4.1: � Refer to Article 7 of the Supplementarv_ Instructions to Bidders for requirements to furnish ' the Performance Bond and the Payment Bond. 13.5 TESTS AND INSPECTIONS � Change the last sentence of Sub�ragraph 13.5.1 to read as follows: Testing agencies or consultants employed by the Contractor shall be subject to the prior ' approval of the Architect a.nd the Owner. Delete Subparagraph 13.5.2 and substitute the following: ' Suppl Conds-19 , HEN1�iEPINCOiJNTY Orono Salt Storaee March 22,2002 Project No.: 0031569 ConUact No.: 0751R2 , ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS ' 1/2/02 Edition Page 2 0 of 32 ' 3 5.2 1 . If after the commencement of the Work the Archrtect determmes that any of the Work 1 requires special inspection, testing or approval which Subparagraph 13.5.1 does not include, the Architect may, upon written authorization from the Owner, in lieu of the procedure specified in Subparagraph 13.5.1, secure the services of an independent testing , agency to perform such tests, inspections and approvals. The Contractor, at the Contractor's expense, shall make a11 arrangemetrts,fumish all samples and materials to be tested, and deliver the samples and materials to the testing agency. Reports of such tests, � inspections and approvals shall be submitted to the Architect and the Contractor. The Contractor or the Owner shall bear the costs of such tests as provided in Subparagraph 13.53. � 13.7 COMMENCEMENT OF STATUTORY LIlVIITATION PERIOD � Delete Subparagraph 13.7.1 and substitute the following: 13.7.1 As between the parties to this Contract, no action in contract, tort, or otherwise to recover , damages shall be brought against any party more than three years after the alleged cause of action has accrued. The cause of action shall accrue on the date of issuance of the Final Project Certificate for Payment, or on the date of the act or failure to act, or on the date of ' the discovery by the other party of the act or failure to act, or on the date that the other party suffers damages,whichever is last. If this Contract is terminated prior to completion of the Project and there is no date of issuance of the final Project Certificate for Paymern, ' the cause of action shall be deemed to have accrued on the date of termination of the Contract, or on the date of the act or failure to act,or on the date of discovery by the other party of the act or failwe to act, or on the date that the other pariy suffers darnages, ' whichever is last. This section shall supersede all other limitations periods provided by law. , Add the following paragraphs to Article 13: 13.8 HENNEPIN COUNTY AFFIRMATIVEACTION POLICY � 13.8.1 During the performance of this Contract, the Contractor agrees as follows: ' "In accordance with Hennepin County's policies against discrimination,no person shall be excluded from full employment rights or participation in or the benefits of any program, service or activity on the grounds of race,color, creed,religion,age,se1c, disability, marital , status, sexual orientation, public assistance status; or national origin; and no person who is protected by applicable Federal or State laws against discrimina.tion sha11 be otherwise ' subjected to discrimination." ' Suppl Conds-20 HEI�INEPINCOUNTY Orono C��t Stora�;g March 22,2002 Project No.: 0031569 Contract No.: 0751R2 � ' Hennepin County Special Requirements Section 00800 - SUPPLEM$NARY CONDITIONS 1/2/02 Edition , Page 2 l of 32 "Further, if this Agreement be for a sum over $100,000 or is one of several contracts with , said CONTRACTOR within a 12-month period totaling more than $100,000, or is amen�d to exceed $100,000, and a written exemption was not granted or was withdrawn by the ' COUNTY'S Tazgeted Contract Services Division Ma.nager (Division Manager), CONTRACTOR and COiJNTY agree that (1) "Hennepin County's Appendix X" forms and is a part of this Agrcement as though fully set forth herein, (2) CONTRACTOR will , furnish all information and reports required by the Hennepin County Affirmative Action Policy, (3) CONTRACTOR shall adopt and comply with the Hennepin County Board's Equal Employment Opportunity/Affirmative Action Policies with regard to employment. If , at any time during the contract period the basis of an approved exemption should change, CONTRACTOR shall inform the Manager in writing within ten (10) calendar days of said change. „ , 13.8.2 The County exempts certain contracts from some/all Affirmative Action (AA) Contract Compliance Program requirements. Exemptions for construction contracts over $100,000 � are listed below: .l Contracts for purchase of supplies or services unrelated to Hennepin County , construction projects. .2 Subcontracts for purchase of supplies or services unrelated to Hennepin County , construcrion projects. .3 Contracts where the County is the recipient of funds. .4 Contracts for emergency or life-safety (threatening)related pwchases. The contracts � must contain the County's non-discrimination clause. .5 Contracts with firms who are members of associations who have contracted with the ' County respecting alternative affirmative action procedures, provided that, with the return of their bid, such members should submit a letter setting forth their � membership status. 13.9 HENNEPIN COUNTY SMALL BUSINESS ENTERPRISE PROGRAM � 13.9.1 SOLICITATION AND PARTICIPATION � Prime Contractors agree that they are committed to meeting the Sma.11 Business Enterprise (SBE)utilization goal set forth in the Hennepin County Program Prime Contractor's (SBE) ' Participation Form,which is supplemental to the bid proposal form. In addition: l. The Bidder understands it must maintain committed SBE participation levels ' throughout the life of its Contract. Suppl Conds-21 , HENNEPINCOLJIVIY Orono Salt Stora¢e March 22,2002 Project No.: 0031569 Contract No.: 0751R2 , , Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS � 1/2/02 Edition Page 2 2 of 32 � 2. Prime Contractors and all tier subcontractors and suppliers shall establish and maintain records and submit regular reports, as requir�. ' Henne in Coun Taz eted Contract Services TCS maintains a current listin of certified P tY g � ) g SBEs. This list can be obtained from TCS by calling (612) 348-2531, at ' www.impactcorp.com/cert/ or from the list provided in the Bid Documents. Bidders are encouragedto inspect these lists to assist in locating SBEs for the work. Credit toward the � required SBE participation level will not be counted unless the SBEs utilized are recognized as cerrified by Hennepin County. , 13.9.2 BID SPECIFICATIONS - TERMS AND CONDITIONS 1. The SBE utihzation goal for tlus contract is listed m Article 13 of Section 00120. SuRplementarv Instructions to Bidders. Participation will be counted toward meeting ' the Small Business Utilization percentage g�ls as follows: a The tota.l payments made toward a contract or subcontract awarded to a SBE , certified will be counted toward the applicable goal. b. In the case of a joint venture, that portion of the payments attributable to the , participation and control of the SBE�rtner in the joint venture will be counted toward the applicable goal. � c. Only expenditures to SBEs that perform a commercially useful function in the work of a contract or subcontract may be counted toward the sma11 business utilization goals. SBEs are considered to perform a commercially useful � function when they are responsible for execution of work directly applicable to the project and carry out their responsibilities by actually supplying labor or material to, or managingor supervising the work involved. ' d. Total payments for materials and supplies may be counted toward SBE utilization goals if the SBEs assume the actual and contractual responsibility for providing ' the materials and supplies. 2. Bidders,who fail or refuse to complete and return the Hennepm County SBE Program Price Contractor's and Subcontractor's Participa.tion Forms, as required, which are ' supplemental to the Bid Proposal Form, may be deemed non-responsive, and may have their Bids rejected. After opening the Bids, reduction of the provisions of the offer, as submitted by the Bidder will not be allowed. The Hennepin County SBE ' Program Participa.tion forms shall be attached to the Bid Proposal Form included in the Bid Scope I�ocument. ' 3. The Bidder's proposed SBE participation shall express the percentage of participation during the term of the contract. The Contractor shall be deemed to have met its ' Suppl Conds-22 HEIVIVEPINCOiJIV'lY Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' � Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition � Page 2 3 of 32 commitment for utilization if the utilization percentage meets the goal established by � the Contract. 4. The Contractor must receive approval from the Hennepin County Project Manager � and Hennepin County's TCS before making substitution for, or deviation from any certified SBE firms offered in the original proposal, or if Contractor is under goal,any ' Subcontractors/Suppliers originally proposed. 5. The Contractor's commitment to a specified participation level is to meet the required � participation levels, and is not intended and shall not be used to discriminate against any qualified company or group of companies. 6. Only SBEs that are recognized as certified by the Hennepin County SBE Program will , be considered eligiblefor inclusion in the Contractor's goals. 7. Hennepin County's TCS will make the final deternunation with regards to SBE � compliance of proposals received. Contract TCS at (612) 348-5960 with any questions regarding SBE certification or SBE participation compliance. � 8. With notification that a Contractor is the Apparent Low Bidder(s), they will be required to submit a Hennepin County SBE Program Prime Contractor's Participation ' Form, and Subcontractor's Participation Form (if applicable) to Hennepin County Purchasing listing the Subcontractors that they will have on the job and indicating the contract amount of each, etc., per the form. This list sha.11 indicate the � Subcontractors/Suppliers that comprise the Bidder's SBE participarion and will become part of the Contract. If any Bidder is unable to meet the SBE required participarion levels,it shall submit a detailed statement of its good-faith efforts. The � good-faith effort statement shall identify all efforts made prior and subsequent to Bid Opening to achieve the desired result. Failure to meet either the required SBE ' participation levels or demonstrate sufficient good-faith efforts may be cause to deem a Bidder non-responsive. 9. The Hennepin County Project Manager will review the Subcontractors listed by ' Prime Contractors to ascertain whether the Subcontractors in question are capa.ble and have the capacity to provide the work noted. 13.9.3 CONTRACTOR/SUBCONTRACTOR REPORTING REQUIItEMENTS ' Contractors, as required in Article 13 of Section 00120. Supplementarv Instructions to ' Bi.dders. shall submit SBE Partici�tion Reports to TCS indicating their total contract valu�e and the breakdown of all self-performed and subcontracted work—including both certified ' SBEs and non-SBEs. The report shall detail each subcontract by labor, material and subcontracts of all tiers, which shall be sunilazly detailed. The report shall be submitted Suppl Conds-23 , HF.NT�TRPiNC'ni 1NTY Orono Salt SWraee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' , Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS � 1/2/02 Edition Page 2 4 of 32 , with the draft pay application each month. Failure to submit SBE documentation with the draft pay application may be cause to reject the pay application for the billing period. ' 13.9.4 Appendia S -Exceptions,Good-Faith efforts, Sanctions ' Exceptions to the SBE utilization goal requirements, criteria for establishing good-faith efforts, and sanctions for breach, are contained in Appendix "S" that follows this section. Appendix "S"is hereby incorporated into the Contract Documents. ' 13.10 LABOR STANDARDS PROVISIONS ' 13.10.1 MINIMCTM WAGE RATES ' Contractor agrees that all laborers, workers, and mechanics employed or working upon the site of work will be paid unconditionally and not less often than once a week, and without subsequent rebate, kickback, refund or deduction on any account (except such payroll , deductions as are permitted by regulations),the required prevailing wage rate. For purposes thereof, the term prevailing wage rate is defined as that amount required to be paid for a classification of work which is equal to the sum of the basic hourly rate plus applica.ble , fringe benefits as noted in the Wage Rate Determination of the Minnesota Department of Labor and Industry (NIl�1 DOLI) for Commercial Construction Within Hennepin County (hereinafter referred to as the Wage Determination). Said Wage Determination is attached ' hereto and made a part hereof, and the work class�cations therein shall govern irrespective of the terms of any contractual and/or employee/employer relationship which may be alleged to eaust between the contractor and such laborers, workers, and mechanics. All ' laborers, workers, and mechanics sha.11 be paid the appropriate prevailing wage for the classifica.tion of work actually performed, without regard to skill, except as provided in ' subparagraph 13.10.5., APPRENTICES. In detemvning the appropriate work classification,Hennepin County will look at area practice (construction customs and usag�e common witlun Hennepm County). ' During the period from the time an hourly employee is required to report for duty at the site of work until such time that he/she is released or permitted to leave the site of work, no deduction shall be made from his/her rime for any delays of less than thirty consecutive ' minutes. A contractor or subcontractor may discharge his/her prevailing wage rate obligation as defined above by (1) making cash payments to the employee plus payments to an � employee's fringe benefit program (funded or unfunded), the sum of which is equal to the total prevailing wage rate; or (2) maldng payments in cash to the employee in the amount , equal to the total prevailing wage rate. If the contractor pays employee benefits into plans or programs the contributions must be irrevocable,and the contractor sha.11 mainta.in records wluch show: that the commitment to provide such benefits is enforceable,that the plan or ' Suppl Conds-24 HENI�TEPINCOUNTY Orono Salt Stora¢e March 22,2002 Project No.: 0031569 Contract No.: 0751 R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition � Page 2 S of 3Z program is financially responsible, that the plan or program has been communicated in ' writing to the laborers or mechanics affected, and the costs anticipated or the actual cost incurred in providing such benefits. ' No credrt for fnnge benefits may be taken for any benefit reqwred by federal,state or local law (e.g., workers compensation, unemployment compensation, social secwity contributions, etc.). ' While the rates shown in the Wage Determination are the prevailing wage rates required for the life of this contract,this is not a representation that labor can be obtained at these rates. ' It is the responsibility of bidders to inform themselves as to local labor conditions and prospective changes or adjustments of wage rates. No increase in the contract price shall be allowed or authorized on account of payment of rates in excess of those listed herein. , The Wage Determination shall be posted by the contractor at the site of work in at least one conspicuous place for the information of laborers, workers and mechanics working on the , project. 13.10.2 WITHHOLDING OF FUNDS/LIQUIDATED DAMAGES/DEBARMENT/SUSPENSION , The County of Hennepin, in its sole discretion (and without any liability whatsoever), may withhold or cause to be withheld from the contractor so much of the contract payments or ' advances as may be considered necessary to pay laborers, workers, and mechanics employed by the contractor or any subcontractor the fu11 amount of wages required by the contract. In the event Hennepin County deternunes that the successful bidder or any of its ' subcontractors have (1) failed to pay the prevailing wages to, and/or on behalf of, any laborer, worker, or mechanic (including apprentices) employed or working on the site of work; (2) demanded a rebate, kickback or refund from any of its employees; (3) made a , deduction not expressly allowed by law or regulation; (4) failed to submit or make the records available as required and/or requested herein; and/or (5) failed to permit employee interviews; Hennepin County may, after written notice to the contractor, disburse such / amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom they are due and/or to the applicable fringe benefit plan for such employees; allow the contractor or subcontractor to disburse the appropriate amounts to � the respective employees to whom they are due, and/or the appropriate fringe benefit plan; withhold such amounts as deemed reasonable by the County from contract payments or advances until such violations have ceased;require the successful bidder to pay to Hennepin ' County--and the successful bidder shall so promptly pay--(or Hennepin County may withhold and keep moneys due the successful bidder)as liquidated damages an amount equal to five percent (S%) of the contract amount; and/or debar or suspend the contractor or � subcontractor from the County's responsible bidders list. The duration of debarment or suspension will be determined by the circumstances relating to the violation. ' Suppl Conds-25 , HENNEPINCOUNTY Orono Salt Storaee March 22,2002 Proj�t No.: 0031569 Contract No.: 0751R2 , ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS � 1/2/02 Edition Page 2 6 of 32 ' The above remedies sha11 be in addition to any other remedies available to the County under these specifications,law,statute, ordinance,rule,regulation,and/or equity. , 13.10.3 PREVAILINGHOURS OF LABOR The WageDetermination sets forth the prevailing hours of labor as eight(8) hours per day ' and foriy (40)hours per week if State funds are involved. Employees may not be permitted or required to work longerthan the prevailing hour of labor unless the employee is p�aid for all hours in excess of the prevailing hours at a rate of at least one and one-half(1-1/2) times ' his/her hourly basic rate of pay; nor shall he/she be �id a lesser rate of wages than the prevailing wa.ge rate in the same or most similar trade or occupation in the area. However, if , there is no State funding,overtime need only be pa.id for hours in excess of forty per week. 13.10.4 PAYROLLS AND BASIC RECORDS � The contractor and all subcontractors (including lower-tier) are required to pay prevailing wages. The contractor is required to maintain and preserve payrolls and canceled payroll checks, time cards and payroll registers all relating thereto (such canceled payroll checks, ' time cards and payroll registers hereinafter referred to as "basic records"). Such payrolls and basic records shall contain the name,address,and social security number of each worker, his or her coirect classification (the work classification must come from the Wage ' Determination issued for the project), hourly rates of wages paid, daily and weekly number of hours worked, deductions made and actual wages paid. In addition, the contractor shall � maintain daily time records showing the hours worked by all hourly employees. Such time cards shall be signed by the employee and the employer. The contractor sha.11 submit within fourteen(14)calendar da.ys after the end of each weekly ' pay period in which any contract work is performed all payrolls for said pay period to the following address: ' Prevailing Wage Compliance Specialist Hennepin County Attomey's Office- Civil Division A-2000 Government Center, Minneapolis, Minnesota 55487 ' Upon request by the Prevailing Wage Compliance Specialist,the contractor shall promptly furnish to said person the basic records to substantiate the payroll documents submitted. , A Contractor/Subcontractor Certification will be provided to the successful contractor. The successful contractor is required to submit the Contractor/ Subcontractor Certification to the Prevailing Wage Compliance Specialist prior to employees sta.rting work on the project site. � In addition,the contractor shall submit a Weekly Report of Subcontractors on Job Site to be completed by the site superintendent and submitted with the weekly certified payroll reports. ' , Suppl Conds-26 HEIJIJEPINCOUNTY Orono Salt Storagg March 22,2002 Project No.: 0031569 Contr�t No.: 0751R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPI.EMENARY CONDIT'IONS 1/2/02 Edition , Page Z 7 of 32 The successful contractor shall require all subcontractors to submit a , Contractor/Subcontractor Certification to the contractor before beginning work on the project site, and the contractor shall in turn submit the form to the Prevailing Wage � Compliance Specialist prior to said work. The contractor shall require all subcontractors to maintain and preserve payrolls and basic records. Such payrolls and records shall contain the pertinent information required to be , contained in contractor's payrolls and basic records. The contractor shall require all subcontractors to submit to the contractor their pertinent payrolls so as to a11ow the contractor to submit to the Prevailing Wage Compliance Specialist, within the fourteen , calendar day time frame, said payrolls and contractor's payrolls pertaining to the same weekly pay period. The contractor shall also require its subcontractors to promptly submit � their basic records to the contractor upon its request. Each payroll submitted shall be accompanied by a statement (i.e., Statement of Compliance) signed by the contractor or subcontractor or his or her agent who pays or supervises the 1 payment of the persons employed under the contract and shall certify the following: .1 That the payroll period conta.ins all required information and that such information is , correct and complete; .2 That each laborer, worker, or mechanic (including apprentices) employed on the , contract during the payroll period has been paid the full weekly wages earned, without rebate, kickback, or refund either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages eamed � (other than permissible deductions);and .3 That each laborer, worker, or mechanic has been paid not less than the applicable ' wage rate and fringe benefits or cash equivalent for the classification of work performed, as specified in the apphcable Wage Determma.tion mcorporated into the contract. , The falsification of any of the above certifications may subject the contractor or subcontractor to any remedies available to the County whether under these specifications, law, statute, ordinance, rule, regulation and/or equity, including — without limitation ' whatsoever—liquidated damages in the amount set forth herein. Supplementary to, and not in limitation of, any other record provision contained in the ' contract documents, the contractor and/or any subcontractor shall promptly make the records required under the labor standards clauses of the contract available for inspection, copying, or transcription by representatives of Hennepin County, and/or MN DOLI, and , sha.11 permit such representatives to interview employees during working hours on the job. The contractor shall be as fully responsible for the acts and omissions of its subcontractors and of persons either directly or indirectly employed by them, as for the acts or omissions , of persons directly employed by the contractor. Suppl Conds-27 ' HENNEPINCOiJNTY Orono Salt Storage March 22,2002 Project No.: 0031569 Contract No.: 0751R2 , ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS ' 1/2/02 Edition Page 2 8 of 32 ' The contractor shall maintain and preserve, and shall require its subcontractors to maintain � and preserve, payrolls and basic records for a period of three years after completion of the project. ' 13.10.5 APPRENTICES Contractors employing apprentices under approved programs shall maintain written ' evidence of the registration of apprenticeship programs, the registration of the apprentices, and the ratios and wage rates prescribed in the applicable programs. , The following conditions apply to the use of apprentices on the project: .1 Apprentices will be permitted to work at less than the predetermined rate for the work ' they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program under the Division of Voluntary Apprenticeship of MN DOLI. ' .2 Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journey , worker hourly rate specified in the applicable Wage Determination. .3 Apprentices shall be paid fringe benefits in accordance with the provisions of the � apprenticeship program. If the apprenticeship program does not specify fringe benefits,apprentices must be paid the full amount of fringe benefits listed on the Wage Determmation for the applicable classification. ' .4 The allowable ratio of apprentices to journey workers on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. In addition, any apprentice perfornung ' work on the job site in excess of the rario permitted under the registered program shall be paid not less than the applicable journey worker wage rate as indicated on the Wage ' Determination for the work actually performed. .5 In the event MN DOLI withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable ' predetermined rate for the work performed until an acceptable program is approved. 13.10.6 REQUIREDCONTRACT PROVISIONS ' These Labor Standards Provisions shall apply to all work whatsoever performed on the contract. ' The contractor shall insert in each of his/her/its subcontracts a11 terms, conditions and stipulations contained in these Labor Standards Provisions and also a clause requiring � Suppl Conds-28 HEIVIVEPINCOUIVTY Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition Page 2 9 of 32 , his/her/its subcontractors to include these Labor Sta.ndards Provisions in any lower tier ' subcontracts which they may enter into, together with a clause requiring the inclusion of these provisions in any further subcontracts that may in turn be made. The Labor Standards ' Provisions shall in no instance be incorporated by reference. A breach of any of the terms, conditions and stipulations contained in these Labor Standards , Provisions (or any other provisions of these specifications and/or the contract) may be grounds for termmahon of the contract, recovery of liquidated damages(where specifically authorized herein), debarment, and/or suspension of the contractor and/or subcontractor, as well as any other right or remedy available under law, statute, ordinance, rule, regulation , and/or equity. T'he County's failure to insist upon strict performance of any term, condition or stipulation ' of these specifications and/or contract or to exercise any right herein contained shall not be a waiver or relinquishment of such term, condition, stipulation or right, unless the County , consents thereto in writing. Any such written consent sha.11 not constitute a waiver or relinquishment of the future of such condition,stipulation or nght. The rights and remedies available hereunder shall be construed as cumulative,and the exercise � of one shall not preclude the exercise of others in combination or singularly. Any or all such rights or remedies may be exercis�as often as deemed appropriate by the County. (Refer to the attached pages for the Wage Determination) � 13.11 OFFICE PAPERAND NEWSPRINT RECYCLING PROGRAM � 13.11.1 During the performance of this Contract, the Contractor shall comply with Hennepin County Office Paper and Newsprint Recycling Program Policy as follows: � If the Contract Sum is less than $250,000: "The County encourages the Contractor to develop and implement an office paper and � newsprint recycling program." If the Contract Sum is more than$250,000: ' "Contractor agrees to establish an office paper and newspnnt recycling program which shall include a written plan available to the County at the County's request containing the � following: description of the plan;person and position responsible for plan administration; types of paper collected and method of collechon and transportation to a recycling center; an annual repoR summarizing collection efforts." ' Any questions regarding recycling programs should be directed to the Department of Environmental Mana.gement,Recycling Division at(612) 348-3563. , Suppl Conds-29 F�NNEPINCOiJNTX Orono Salt Storaee � March 22,2002 Project No.: 0031569 Contract No.: 0751R2 , ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS ' 1/2/02 Edition Page 3 0 of 32 ' Add the following paragraph to Article 14: ' 14.4 TERMINATION BY THE OWNER FOR CONVEI�TIENCE 14.4.1 The Ovmer may termmate this Contract m whole or m part for convemence. In the event ' the Ovmer elects to terminate this Contract pursuant to this provision, the Owner sha11 notify Contractor by certified or registered mail,retum receipt requested, fifteen (15) days pnor to the effective date of the basis and extent of termmation. Termination sha.11 be ' effective at the close of business on the date specified in the notice. 14.4.2 Upon delivery by certified or registered mail to Contractor of a notice of termination ' specifying the nature of the terminaxion and the date upon which such termination becomes effective,Contractor sha11: ' .1 Stop Work under this Contract on the date and to the extent specified in the notice of termination. ' .2 Place no further orders and enter into no further subcontracts. .3 Terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the Notice of Termination. ' .4 With the advance approval of the Owner, settle all outstanding liabilities and all claims arising out of such termination of orders and subcontracts, the cost of which would be ' reimbursable in whole or in part in accordance with the provisions of the Contract. .5 Within ten (10) work days from the efFective date of termination, transfer title to ' Owner (to the extent that title has not already been transferred) and deliver, in the manner, at the times, and to the extent directed by the Owner, all files, processing systems (excluding equipment and opera.ting systems), data manuals, and other , documentation in any form that relate to the work terminated by the Notice of Termination. .6 Complete the performance of such part of the work as has not been terminated by the ' Notice of Termination;and .7 Take such action as may be necessary, or as the Owner may direct, for the protection , and preservation of the property related to this Contract, which is in the possession of Contractor and in which Owner has or may acquire an interest. ' 14.4.3 -Contractor shall proceed immediately with the performance of the above obligations notwithstanding any delay in deternuning or adjusting the amount of any item of reimbursable price under this clause. , ' Suppl Conds-30 I-IENNEPINCOi1NTY Orono Salt Stora�e March 22,2002 Project No.: 0031569 Contsact No.: 0751R2 � , Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS 1/2/02 Edition , Page 31 of 32 14.4.4 Upon termination of this Contract in full, Contractor shall return to Owner any property , made available for its use during the term of this Contract. 14.4.5 In the event that any work is terminated under the provisions hereof, all completed items or ' unit of work will be�id for at contract bid prices. Payment for partially completed items or units of work will be made as provided below and as otherwise mutually agreed to, the , intent being that an equitable settlement will be made to the Contractor. Loss of anticipated profits will not be considered in this settlement. In addrtion to Contractor's ot�ier obligations,Contractor shall allow the Owner prompt and free access to the Contractor's , cost records and other data relating to the Contract, as may be needed to determine the amount of payment due the Contractor. 14.4.6 Termination of the Contract or any portion thereof shall not relieve the Contractor of , responsibility for the completed work, nor shall it relieve the Contractor's sureties of their obligation for and concerning any just claims arising out of the work performed. 14.4.7 Compensation will be made on the following basis: ' .1 The accepted quantities of work completed in accordance with the Contract will be ' paid for at the Contract prices. .2 For materials that have been ordered but not incorporated in the work, reimbursement ' will be made as provided below. .3 For partially completed items, the accepted work will be paid for on the basis of a percentage of the contract bid price equal to the percenta.ge of actual accomplishment. ' .4 The Contractor will also be reimbursed for such actual expenditures for equipment, mobilization and overhead as the Owner considers directly ariributable to the ' eliminated work and that are not recovered as part of the direct payment for the work. 14.4.8 Payment for completed work at the Contract prices and for partially completed work and , materials in accordance with the above provisions shall constitute final and full compensation for the Owner's contract cancellation for conventions. Pa ment for materials that have been ordered for the work, but that are not to be used , 14.4.9 y because of cancellation of the contract for convenience,will be made in accordance with the following provisions, unless the contractor or supplier elects to take possession of the ' surplus material without expense to the Owner. .1 Payment for swplus materials that have been purchased and shipped or delivered to ' the Project will be made at the Contract bid price when the pay item covers the furnishing and delivering of the material only. ' Suppl Conds-31 , �l�i cpINC�UNTY _ Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 � ' Hennepin County Special Requirements Section 00800 - SUPPLEMENARY CONDITIONS ' 1/2/02 Edition Page 3 2 of 32 ' .2 When the Contract bid price covers the furnishing and placing of the material, the Owner will take possession of the surplus materials that have been purchased and shipped or deliveredto the Project,or will order the material returned to the supplier ' for credit, and will pay the Contractor the actual purchase price of the material plus transportation costs, to which will be added ten (10%) percent of the total thereof, ' and from which will be deducted any credits received by the Contractor for materials returned. .3 Materials that have been ordered but have not been consigned for shipment will be ' paid for upon delivery the same as materials in transit or delivered only when the supplier is unwilling to cancel or modify the order such as in the case of materials requiring special manufacture, fabrication or processing so as to be unsuitable for ' general use. 14.4.10 In no case will payment for surplus materials exceedthe Contract bid price for the materials ' complete in place. The Contractor shall fumish receipted invoices or an �davit showing the purchase price and transportation charges on materials to be taken over by the Owner. ' 14.4.11 Surplus materials that are taken over by the Owner shall be d�elivered to the storage sites designated by the Owner. ' 14.4.12 Except as above provided, no payment will be made to the Contractor for any materials that are not incorporated in the work. Materials are to be ordered in the quantities needed unless a specific quantity is to be furnished by direct order of the Owner. ' 14.4.13 No payment will be made for surplus materials that have not been inspected, tested and accepted for use, nor will any payment be made for accepted materials that have not been properly preserved, stored and mainta.ined to the date on which they are delivered to the ' Owner. Refer to the following pages for the Construction Affirmation Action Plan, Hennepin County Appendix , S (SBE) Program, SBE Central Certification (CERT) Program Business Directory of currently participating SBEs,and Prevailing WageRates. ' roosoo.s��cona�.s ' ' ' Suppl Conds-32 iHENI�tEpINCp(JNTy Orono Salt Storaee March 22,2002 Project No.: 0031569 Contr�t No.: 0751R2 ' � Division O1 Summary Of Work -Section 01010 ' ' SECTION 01010 SUMMARY OF WORK ' PART 1 GENERAL ' lA1 CONDITIONS OF THE CONTRACT A. The Conditions of the Contract (General, Supplementary, and Other Conditions) and the General ' Requirements(Sections of Division 1),apply to the work of t his section ' 1.02 REQUIREMENTS INCLUDED A. Title of Work,and type of Contract. B. Use of Premises. , C. Owner Occupancy. 1.03 RELATED REQUIREMENTS , A. Document 00100-Inshuctions to Bidders. B. Document00300-Bid Forms C. Document 00700 - General Conditions: AIA 201 - Provisions for use of site, and Owner occupancy. � Relations of Contractor-subcontractors. 1.04 WORK COVEREDBY CONTRACTDOCUMENTS , Work of this Contract consists of removal of topsoil and mnstruction of site to subgrade level in the designated azeas of the Hennepin County Orono Maintenance Facility site, Orono,MN and is required to ' construct the salt storage building and retaining walls on the same site in compliance with the Minnesota State Building Code and pertinent provisions of the City of Orono,MN.,the Minttehaha Creek Watershed District and those indicated in the Contract plans and specifications. ' T'he work shown in the "Construction Plan for Grading, Bifiuninous Paving and Storm Sewer' (sheets 1 through 28) and in the "Standard Plates" attached in the Appendix apply to this wark and shall be governed by the 2000 edition of the "Minnesota Deparhnent of Transportation ' Standard Specifications for Construction",and all supplements thereto.The item numbers shown in the"Statement of Estimated Quantities"on sheet 3 of the plans refers to the appropriate governing section in the Standard Specifications. All references to method of ineasurement and basis of payment aze hereby deleted. Payment for this work shall be as described elsewhere in the Contract. , 1.045 CONTRACT METHOD ' A. Construct the Work under a single lump sumcontract. B. Employ subcontractors approved by Owner. ' C. Relations and responsibilities between Contractor and subcontractors selected by Owner shall be as defined in Conditions of the Contract. Subcontractors shall, in addition: ' oioiai HEIVNEPINCOUNTY Orono alt Storase , March 22,2002 Project No.: 0031569 Contract No.: 0751 RZ Division O1 Summary Of Work -Section 01010 � 1. Furnish to Contractor bonds covering faithful performance of subcontracted work and payment of a ll ' obligations thereunder[when Contractor is required to furnish such bondsto Owner.] 2. I�urchase and maintain liability insurance to protect Contractor from claims for not less than the limits of liability, which Contractor is requirnd to provide to Owner. ' 1.051 'TI�OWNER The Owner of the Project is the Couniy of Hennepin,State of Minnesota. ' 1.052 TI�ARCHTI'ECT ' L.G.Fulop Architects & Planners 6650 VernonAve.S., Ste. 11� Minneapolis, MN 55436 ' 1.d53'TI�STRUCTURAL ENGINEER David Morris,P.A. , 12 S.6�'Street Eden Prairie, MN 55402 ' 1.054 TI�ELECTRICAL ENGINEER Steen Engineers,Inc. ' 7204145�'Lilac Drive Brooklyn Center,MN 55430 1.05 CONTRACTOR USE OF PREMISES ' A. Contractor shall limit useof premises[for Work, for storage, and for access,]to allow: 1. Owner occupancy. ' 2. Public usage,as identified by Owner. B. Coordinate use of premises with Owner's Representative. C. Assume full responsibility for protection and safekeeping of products under this Contract. ' D. Obtain and pay for use of additional storage or work areas needed for operations underthis Contract. ' 1.06 OWI��OCC�JPAf1T�Y A. Owner will occupy part of site during entire rnnstrucrion period for conduct of his normal operations. ' Cooperate with Owner in scheduling operations to minimize conflict with Owner usage. B. Owner shall cooperate and make available areas necessary to complete the work. The Owner will ' remove items noted"to be relocated by Uwner"or any portable equipment in the construction area. 1.07 WORK BY OWNER A. Items noted"NIC"or"'BO"will be furnished by Owner under sepazate contract. , B. Incase of Uwner-bought equipment,requiring installation or hookup by the Contractor as noted in the ' contract documents,the turnover of such equipment into the care, custody and control of the Contractor shall occurupon delivery. 01010-2 ' p� n 1 e Mazch 22, 2002 Project No.: Oa31569 Conuact No.: 0751R2 ' � Division O1 Summary Of Work -Section 01010 ' C. Some of work shown in the "Grading, Paving, and Storm Sewer" p lans will be done by the Hennepin County Transportation Department. The Contractor shall coordinate their work with the work being doneby the County.See the Architectural Drawings&Specifications for a description of the work to be , performed by the Contractor. D. The Ownerreserves the right to let other contracts in rnnnection with this Project or in connechion with ' existing buildings. This Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and execution of their work, and shall properly connect and coordinate his/her work with theirs. ' 1.08 MUTUAL RESPONSIBILTTY OF CONTRACTOR AND OWNER The Contractor and Owner shall mutually cooperate with each other to insure that the Work of the ' Project will be prosecuted harmoniously, orderly, timely and in proper sequence without causing undue interference to the daily operation of the site. ' 1.09 BUILDING PERMITS AND FEES The Contractor shall secure and pay for all required permits and charges, including but not limited to: ' A. Building permits for all trades B. Service Access Charges for electrical connections C. Plan review fees by Governing Authorities D. All other permits and fees required to perform work in accordance with local and state agencies, , including permit(s) for disposal of excess earth and other material. It shall be the Prime Contractor's responsibility to obtain from the State of Minnesota, Building Codes& ' Standards Division, approved (stamped) rnnstruction documents, and a letter of Construction Authorization, for submitting to obtain a Building Permit, when d'uected by the City or Municipality issuing permits. The Architect shall initiate application for Plan Review leading to Construction Authorization by the City of Oronq MN. ' 1.10 COMMENCEMENT OF'THE WORK ' The contractor shall not commence work until: A.The Contract has been fully executed and Notice to Proceed is given. ' B.The Owner has approved the Contractor's Performance and Payment Bond. C. The Owner has approved evidence of the Contractor s Liability Insurance, Owner's Protective , Liability Insurance,and any other insurance required to be purchased by the Contractor. E. The Contractor has fulfilled all requirements indicated to be submitted prior to mmmencement of ' constructionin the Supplementary Instructions to Bidders, General CondiHons(Progress Schedule) and Supplementary Conditions. 1.11 RESPONSIBILITY FOR THE STTE ' The Contractor shall have the responsibility for the care, custody and control of the site, and shall take all reasonable precautions for the safety of all employees onthe Work and all other persons who may be ' affected thereby, as well as protection of the existing building from damage. This requirement shall apply continuously 24 hours per day, until acceptance of the Work by the Owner and shall not be limited to normal working hours. � 01010-3 �,w�o�Cp�Ty Orono Salt Storaee March 22, 2002 Project No.: 0031569 Contract No.: 0751R2 ' Division O i Summary Of Work -Section O 1010 � 'The contractor shall conduct its operations so as to permit Owner and Owner's designated employees ' access to the existing building. Walks, driveways, entrances and hallways to be used by the public shall be maintained in a safe condition and shall be kept free of the Contractor's equipment,materials and debris. ' 1.12 CONTRACTOR'S SUPERVISION OF THEPROJECT Provide Project supervision per Paragraph 3.9 of the Supplementary Conditions. , 1.13 PROJECT MANAGER AND SUPERINTENDENT , 1.13.1 Refer to Pazagraph 3.9.1, 3.9.2 and 3.9.3 of the Supplementary Conditions. 1.14 SUBCONTRACTORS AND SUPPLIERS ' The Contractor shall not award any work to any Subcontractor without prior approval of the Owner and Architect. Approval will not be given unril the Contractor submits the List of Subcontractors and , major Suppliers containing such information as the Owner and Architect may re�uire concerning the proposed Subcontractor and the scope of the subcontract. (Also refer to Section 01300, Submittals.) 1.15 PROJECT MEETINGS ' Pre-Construction Meeting: After award of Contract, at a time designated by the Owner or the Architect, the Contractor, and the structural and electrical subcontractors shall attend a Pre- ' Construcrion Meeting. Procedures to be followed, critical work sequencing, submittals, coordination efforts, contract payments and similar matters will be reviewed Progress Meetings: During construction, periodic site meetings will be held with the Contractor, major ' Subcontractors, Owner, and Architect/Engineer. These meetings will be held weekly (unless job conditions do not warrant) and may be held more frequendy if job progress and needs indicate. Contractor and major Subcontractors shall have one or more responsible representatives in attendance. , Contractor shall record the "minutes" of the meeting, shall distribute the "minutes" as appropriate and shall include such minutes within the Project records. ' 1.16 MAINTAINING SERVICES AND FUNCTIONS It is essential that full Owner's services and functions are maintained throughout the construction ' period, with the minimum disturbance and disruption to the Owner's operations. The Contractor and Subcontractors shall be aware of these requirements and objectives. The Contractor shall conduct the work and develop his detailed schedule to meet these requirements and objectives. , After Owner's occupancy (full or partial) of the Project or any unit, stage, phase or area, any work remaining to be accomplished in the occupied spaces shall be done in cooperation with, and approval ' by the Owner and scheduled in advance with the Owner. In general, work in occupied areas shall be done when the space is not in use, such as after hours in public spaces when public use hours are over for the day, unless specifically approved by the Owner. Where necessary, overtime shall be used if the work cannot reasonably be accomplished during normal work periods, at no extra cost to the Owner. ' Work in occupied areas shall be performed in a manner and at such time as will not significantly interfere with, hamper or inconvenience Owner's program or functions. ' oioio-a , �PnJco o s � March 22, 2002 Project No.: 0031569 Contract No.: 0751R2 ' � Division Oi Summary Of Work -Section 01010 ' 1.17 CONSTRUCTION PHOTOGRAPHS Provide photographs of the construction throughout the progress and completion of the Work. ' Provide 35mm, 4 x 6 inch, matte finished and dated(using camera with data back feature), color prints, which are acceptable to the Owner, and taken at the following points of progress of the Work: site work, excavations, foundations, structural framing, enclosure of building, installation of electrical ' systems, concrete and interior finishing, substantial completion, final completion and at each date of Application for Payment. When previously approved in writing by project manager, the Contractor may submit unadulterated electronically digitized photos, in medium-high to high dot-per-inch (dpi) ' resolution, in lieu of aforementioned prints. Provide appropriate views and adequate number of photographs to accurately depict critical points of construcrion and the overall progress of the Work. Label the back of each photograph giving Project name, subject and orientation. Submit photographs and negatives with each Application for Payment. ' 1.18 SAFETYDIRECTOR ' Refer to Subparagraph 10.2 of the Supplementary Condirions and the following: The Contractor shall appoint a responsible member of his organizarion to act as Safety Director (fire and accident) whose duty it shall be to prevent accidents, minimize hazazds and to enforce safety ' precautions. The Safety Director shall develop procedures and regulations to guide the Contractor, subcontractors and all workmen. With particular respect to existing facilities, and the Owner's staff, the Safety Director shall consult with and be guidedby the d'uections of the Owner. ' The Safety Director shall provide a written Safety Program at the outset of the project and shall transmit copies to all subcontractors engaged in the Work. ' The Contractor and Subcontractors shall conform to and abide by all requirements of the Safety Director. The Safety Director sha11 periodically inspect all spaces of work under this Contract and operations of ' the Contractor and list hazards to be removed or conected. These shall be reported to the Owner, the • Contractor and the responsible subcontractors, who shall promptly remove or conect the hazards. ' 1.19 DISRUPTION TO OCCUPANTS All Contractors shall be awaze that site occupants require a minimum disiurbance. , 1.20 EXECUTION,CORRELATION AND IlVTII�T If there is any inconsistency in the quality or quantity of work described or required in the Contract ' Documents, the greater quality or quantity of the Work, as interpreted by the Architect/ Engineer shall be part of the Work, and shall be provided and no change in the Contract Sum or Time will be permitted. ' Architectural, structural and electrical documents form the complete construcrion documentarion package. All Contractors shall refer to the complete construction documentation package for the work required. In no case will extras be approved due to the Contractor not reviewing all documents. , 1.21 REMOVAL AND/OR REUSE OF EXISTING MATERIALS Remove all existing subgrade piping, heads, conduits, wires equipment, devices, fixtures or other ' equipment to adapt site to the new const�uction. The Contractors shall dispose of e�cisting materials, which are intended to be removed and are not indicated for reuse to be turned over to the Owner. , oioias HENNEPINCOUNTY Orono Salt Storaee March 22,2002 Froject No.: 0031569 Contract No.:0751 R2 ' Division O1 Summary Of Work -Section 01010 � 1.22 PARKING ' All persons shall comply with regulations, signs and d'uections regarding tra�c, parking, loading, or unloading. ' The Contractor shall arrange for or loading-unloading operarions in off-street areas or in alleys, driveways, side streets or designated"Loading Zones" by Uwner. Pazking sha11 occur only in designated areas. Additional parking for personal vehicles of construction ' personnel will not be provided at the site. 1.23 WARRANT'IES ' In the event of any conflict, inconsistency, or difference between a warranty issued by a supplier or contractor and the terms of the specifications, the Owner, if it becomes necessary to enforce the terms ' and provisions of the warranty or specificarions, may elect to enforce either the submitted warranty or the specificarions. 1.24 CLEAN UP AND PROTECTION , The Contractor shall provide the required cleanup after completion of construction. This cleanup shall include all work and equipment and exterior site work affected for the work. Cleanup shall mean the ' project area is ready for use by the Owner. During the span of time that debris is being removed, all site features is to be protected by Contractor. ' PART2 PRODUCTS � Not Used PART 3 EXECUTION ' Not Used END OF SECTION ioss.oioio.s,�atwork ' ' t ' ' ' 01010-6 ' 'ridA'�'PINCOUN'TY Or�n� al t March 22, 2002 Project No.: 0031569 Contract No.: 0751 R2 ' 1 DIVISION O1 Reference Standards And Definitions -Section 01060 ' ' SECTION 01095 REFERENCE STANDARDS AND DEFINITIONS r T1- ENERAL raR � 1.01 DESCRIPTION A. Throughout the Contract Documents reference is made to codes and standards, which establish � qualities and type of workmanship and materials, and which establish methods for testing and reporting pertinent characteristics. ' B. It is the Contractor's responsibility, when so required by the Contract Documents, or by written requests of the Architect/ Engineer or the Owner,to deliver to the Architecd Engineer or the Owner all required proof that the materials or workmanship, or both, meet or exceed the requirements of the specifically named code or standard. Such proof shall be in the form of writing and generally be � copies of a certified report of tests conducted by a testing agency approved for the purpose. 1.02 QUALITY ASSURANCE � A. Familiaritv with Pertinent Codos and Standards: � 1. In procuring all the items used in this Work, it is the Contractor's responsibility to verify the detailed requirements of the specifically named codes and standards and to verify that items procured for use in this Work meet or elcceed the specific requirements. � B. Overlappin� or Conflicting Reauirements 1. Where compliance with two or more industry standards or sets of requirements are specified, and the ' overlapping of those standards or requirements establishes different or conflicting minimums or levels of qualiry, the most stringent requirement is intended and will be enforced, unless more detailed language written directly into Contract Documents clearly indicates that a less stringent requirement � is acceptable. 2. Refer all uncertainties to the Architect for clarifications before proceeding. I1.03 STANDARDS � Applicable standards listed in these Specifications include,but aze not necessarily limited to the standards promulgated by the following agencies and organizations: AA Aluminuxn Association, 818 Connecticut Ave. NW. Washington, D.C. 20006 � AAMA Architectural Aluminum Manufacturers' Association, 35 E. Wacker Drive, Chicago, IL ' ACI American Concrete Institute, Box 19150, Redford Station, Detroit, MI 48219 AI Asphalt Institute, Asphalt Institute Building, College Park, MD 20740 1 01095-1 HENNEPINCOLJNTY Orono Salt Storaee March 22,2002 Project No.:0031569 Contract No.:0751R2 ' " n -Section 01060 � DMSION O 1 Reference Standards And Defimho s AIA American Institute of Architects, 1735 New York Avenue, NW. Washington, D.C. 20006 ' AISC American Institute of Steel Construction, Inc., 1221 Avenue of the Americas, New York, NY � 10020 AISI American Iron and Steel Institute, 1000 - 16th Street NW. Washington, D.C. 20036 ANSI American National Standards Institute, 1430 Broadway, New York, NY 10018 � APA American Plywood Association, Box 11700, Tacoma, WA 98411 � ASTM American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103 AWI Architectural Wood Institute, 2310 S. Walter Reed Drive, Arlington, VA 22206 � AWS American Welding Society, Inc., 2501 NW. 7th Street, Miami, FL 33125 AWWA American Water Works Association, Inc., 666 West Quincy Avenue, Denver, CO 80235 � BIA Brick Institute of America, 1750 Old Meadow Road, McLean, VA 22101 � BOCA Building Officials& Code Administrators Internarional, Inc., 17926 South Halsted Street, Homewood, IL 60460 CRSI Concrete Reinforcing Steel Insritute, 228 North LaSalle Street, Chicago, IL 60610 � (� Commercial Standard of NBS, U.S. Department of Commerce, Govemment Printing Office, � Washington, D.C. 20234 CSI Construction Specification Institute, 601 Madison Street, Alexandria, VA 22314 EJMA Expansion Joint Manufacturer's Association, � 707 Westchester Ave., White Plains, NY 10604 FM Factory Mutual System, 1151 Boston-Providence Turnpike, Norwood, MA 02062 � FS Federal Specification (General Services Administration), Specifications Sales(3FRI), Building ' 197, Washington Navy Yard, General Services Administration, Washington, D.G 20407 IES Illuminating Engineering Society, 345 East 47th street, New York, NY 10017 � MIL Military Specification, Naval Publication and Forms Center, 5801 Tabor Avenue, Philadelphia, PA i9120 MNDOT Minnesota Department of Transportation, Standard Specifications for Coustruction, ' 1988 Edition, Transportation Building, St. Paul MN 55155 I�IBS National Bureau of Standards, U.S. Department of Commerce, � Standards Development Service Section, Washington, D.C. 20234 NEC National Electrical Code (Refer to NFPA) � NECA National Electrical Contractors Association, 1715 Wisconsin Ave, Washington, D.C. 20014 01095-2 � i-�'ri`:d�PINCOUNTY Orono Salt Storaee March 22, 2002 Pro�ect No.:0031569 Contract No.:0751R2 � ' DIVISION O1 Reference Standards And Definitions -Section 01060 ' NFPA National Fire Protection Associarion, 470 Aflantic Avenue, Boston, MA 02201 � NRCA Narional Roofing Contractors Association, 8600 Bryn Mawr Avenue, Chicago, IL 60631 OSHA Occuparional Safety & Health Administration, (U.S. Department of Labor) Govemment Printing Office, Washington, D.C. 20402 � PCA Portland Cement Association, 5420 Old Orchard Road, Skokie, IL 60077 � UBC Uniform Building Code, International Conference of Building Officials, 5360 South Workman Mill Road, Whittier, CA 90601 � LJFC Uniform Fire Code, (Refer to UBC) UL Underwriters Laboratories, 333 Pflingsten Road, Northbrook, IL 60062 � 1.04 DEFINITIONS ' Definitions: Basic Contract defmitions are included in the Conditions of the Contract In 'cat refers to graphic representations, notes, or schedules on the drawings, paragraphs or schedules � in the Specifications. Terms such as shown, noted, scheduled, and specified aze used to help the reader locate the reference. Location is not limited. Directed. requested, authorized, selected, approved, required, and permitted, mean directed by the NEngineer or Architect, requested by the Engineer/Architect, and similar phrases. A r ve when used in conjunction with the Engineer/Architect's action on submittals, applications, and / requests, is limited to the EngineerlArchitect's duties, and responsibilities as stated in the Conditions of the Contract. � Regulations include laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. , Furnish means supply and deliver to the Project Site, ready for unloading, unpacking, assembly, installation and similar operations. , Install describes operations at the Project Site including unloading, unpacking, assembly, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. � Provi e means to furnish and install, complete and ready for the intended use. � Ins er is the Contractor or another entity engaged by the Contractor, either as an employee, subcontractor, or contractor of lower tier, to perform a pazticular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in � the operations they are engaged to perform. Proiect Site is the space available for performing construcrion activities. ' ��C�� 01095-3 Orono Salt Storaee March 22, 2002 Project No.:0031569 Contract No.:0751R2 � DMSION O1 Reference S tandards And Definitions -Section 01060 , ' Testins A�encv is an independent entity engaged to perform specific inspections or tests, either at the Project Site, or elsewhere, and to report on and, to interpret results of those inspecrions or tests. � Snecifications aze organized into Divisions and Sections based on the Construction Specificarions Insritute's 16-Division format and Masterformat numbering system. Abbreviated Lan�ua�e: Language used in the Specifications is abbreviated. Implied words and meanings ' shall be interpreted as appropriate. Singular words shall be interpreted as plural and plural words shall be interpreted as singulaz where applicable as the context of the Contract documents indicate. Imperative and streaznlined laneuase is used. Requirements expressed in the imperative mood are to be � performed by the Contractor. At certain locations in the Text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted. � Abbreviations and Names: Where acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards-genera.ting � organization, authoriries having jurisdiction, or other entity applicable to the context of the text provision. Refer to "Encyclopedia of Associations", published by Gale Reseazch Co., available in most libraries. , PRODUCTS Not used � EXECUTION � Not used END OF SECTION 01095 /OSS/01095.Refstandards-Defm � � r � � � � 01095-4 ` �rn�p�C��y Orono Salt Storaee March 22,2002 Pro�ect No.:0031569 Contract No.:0751R2 � � DIVISION O1 SUBMITTALS-Section 01300 i SECTION 01300 � SUBMITTALS PART1 GENERAL ' 1.01 SECTION INCLUDES A. Administrative and procedural requirements for submittals applicable to the following work-related � submittals: 1. Product Data 2. Shop Drawings 3. Samples and miscellaneous work related to submittals. � 1.02 RELATEDDOCLTMENTS A. The Conditions of the Contract (General, Supplementary, and Other Conditions), the Drawings � and the General Requirements (Sections of Division 1), apply to the Work of this Section 1.03 GENERALREQUIREMENTS � A. The Architect/Engineer to whom submittals shall be made will be identified at the Preconstrucrion Meeting. Submittals shall not be faxed, nor transmitted by e-mail to the ArchitectlEngineer. B. Individual submittal requirements may be specified in applicable sections for each unit of work. M Refer to Division 1 sections and other contract documents for requirements of administrative submittals. Maintain a written log of submittals and actions thereon. ' C. Submittals shall be made by the Prime Contractor to the ArchitectlEngincer only. Subcontractors and suppliers shall forward all their submittals to the Prime Contractor to be submitted to the Architect/Engineer. Coordinate and schedule submittal prepazation with construction schedule, fabricarion, other submittals and activities that require sequential operations. Transmit in advance � of construcrion to avoid delay. D. Submittals,transmitted under the Architect/Engineer accepted form, sha11 contain 1 1. The Project Title and Project Number 2. The date of submission and the dates of any previous submissions 3. The name and address of a. Prime Contractor � b. Subcontractor c. Supplier d Manufacturer � e. Installer f. Architect/Engineer 4. Identificarion of the product with the number and title of appropriate Specification Section � 5. Drawing number and detail references, as appropriate 6. Field dimensions, clearly identified as such. 7. Relation to adjacent or critical features of the Work or materials 8. Identification of deviations &om Contract Documents � 9. Applicable standards, such as ASTM or Federal Specification numbers. 10. Identification of revisions on resubmittals 11. Contractor's stamp, inirialed or signed, certifying review of submittals, verificarion of � products, field measurements and field construction criteria, and coordination of information within the submittal with requirements of the Work and Contract Documents. Product Data and Shop Drawings submitted without this stamp will not be reviewed and will be retrieved by the Contractor for corrective approval and resubmission. ' 01300-1 HENNEPINCOUIVI'Y Orono Salt Stora�e March 22, 2002 Project No.: 0031569 Contract No.: 0751R2 ' � DIVISION O1 SUBMITTALS-Section 01300 ' 1.03 GENERALREQUIREMENTS(continued) Transmittal: Contractor use AIA Document G810. On the form, record requests for data and � deviations from requirements. Include Contractor's certification that information complies with requirements. Contractor's Construcrion Schedule: Prepaze a horizontal baz-chart-type, contractor's construction � schedule. Provide a separate time bar for each activity and a vertical line to identify the first working day of each week. Use the same breakdown of Work indicated in the "Schedule of Values". Indicate � esti.mated completion in 10 percent increments. As Work progresses, mark each bar to indicate actual completion. A. Submitwithin 30 days of the date established for "Commencement of Work." � B. Prepare the schedule on stable transparency, or other reproducible media, of width to show data for the entire construction period. C. Ph�sine: Showhow phasing affects the Work. � D. Work staees: indicate unportant stages for each portion of the Work. E. Area Separations: Provide a separate time bar to identify each construction area for each portion of the Work. Indicate where each element must be sequenced with other activities. � F. Secure performance commitments from parties involved. Coordinate each element with other activities; include minor elements involved in the Work. Show each activity in proper sequence. Indicate sequences necessary for completion of related work. � G. Coordinate with the Schedule of Values, list of subcontracts, Submittal Schedule, payment requests, and other schedules. H. Indicate completion in advance of Substantial Complerion. Indicate Substantial Completion to allow time for the Architect/Engineer's procedures necessary for certification of Substantial , Completion. The Contractor shall not be relieved of responsibility for any deviation from the Contract Documents � or any errors and omissions in shop dtawings and product data by the Architect/Engineer's review and stamping thereof. After Architect/Engineer review of submittal, revise and resubmit as required identifying changes made � since previous submittal. Comply with progress schedule for submittals related to Work progress. Coordinate submittal of related items. � E. Distribute copies of Product Data and Shop Drawings, which carry the Architect/Engineer's review, stamp to: � 1. Job site file 2. Subcontractors 3. Supplier and/or Fabricator � 4. Record Documents file The Contractor shall maintain one copy of approved shop drawings and product data at the site with the Record Drawings. � The Architect/Engineer may refrai.n from processing submittals in cases where partial submission cannot be reviewed until a complete submission is received or where conelated items have not yet been received. When such submittals are retained by the Architect/Engineer, the Architect/Engineer � will advise the Contractor that the items submitted wouldnot be reviewed until all related information have bcen received. 01300-2 ' HENIVEPINCOUNTY Orono Salt Storaee Mazch 22,2002 Project No.: 0031569 Contract No.: 0751R2 � � DMSION O1 SUBMITTALS-Section 01300 ' 1.04 DEFINITIONS ' A. Product Data Product Data include standard printed information on materials, products and systems (sometimes referred to as "catalog data"), such as the manufacturer's product specification and installation ' inswctions, availability of colors and patterns, printed statements of compliance and applicability, roughing-in diagrams and templates, product photographs, standard wiring diagrams, performance curves and operational range diagrams, production or quality control inspection and ' test reports, and certifications, produet operating and maintenance instructions and recommended spare parts listing, printed product warranties, as applicable to the Work. ' B. Shop Drawings Shop drawings, as defined in the General Conditions, and as specified in individual work Sections include,but are not necessarily limited to, custom-prepared technical data for this project, such as fabrication and erection/installation (working) drawings, scheduled information, setting diagrams, ' custom templates, measurements, special wiring diagrams, coordination drawings, individual systems or equipment inspection and test reports including performance curves and certifications, as applicable to the W ork. ' C. Samples Samples include both fabricated and unfabricated physical examples of materials, products and units of work, such as manufactured or fabricated work, and as smaller portions of units of work, ' small cuts, or containers of materials, color/texture/pattern swatches and range sets, specimens for coordination of visual ef�'ect, graphic symbols and complete units of repetitively used products as applicable to this Work. ' 1.05 CONTRACTOR'S RESPONSIBILII'Y ' A. The Contractor shall review, approve and submit to the Architect/Engineer, with reasonable promptness and in such sequence as to cause no delay in the Work, shop drawings, product data and samples, including those by Subcontractors, prior to submission to determine and verify the following: ' 1. Field Measurements 2. Field Construction Criteria 3. Catalog numbers and similar data ' 4. Conformance with Specifications and Drawings In submitting shop drawings, product data and samples, the Contractor represents that he has determined and verified all field requirements, materials, catalog numbers and similar data and that he ' has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. ' The Contractor remains responsible for details, completeness and accuracy, far confirming, and correlating all quantities and dimensions, for selection of fabrication process, and for techniques of assembly relating to all submittals and for performing his/her work in a safe manner. , B. The Contractor shall notify the Architect/Engineer in writing at the time of submission, of any deviations in the submittals from requirements of the Contract Documents. ' C. If the Contractor makes submittal for materials, products, or systems wluch in his/her opinion exceeds the quality or quantity of that specified, and expects or assumes to be reimbursed as an additional cost, the Contractor shall notify the Architect/Engineer of this occurrence in writing at the time of submission. ' 01300-3 �V1V��PINCOLINTY Orono Salt Swraee March 22,2002 Project No.: 0031569 Coniract No.: 0751 R2 ' � DNISION O1 SUBMITTALS-Section 01300 � D. The Contractor shall furnish copies of approved shop drawings and product data to other separate ' ' contractors as may be necessary to coordinate their work or upon their request. E. The review and approval of shop drawings,sample or product data by the Architect/Engineer shall not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms � of the Contract. The Contractor assumes all risks of error and omission and the Architect/Engineer will have no responsibility therefore. � F. Project work, materials, fabrication and installation shall conform to approved shop drawings, applicable samples and product data. � G. No portion of the work requiring a shop drawings,sample or product data shall be started nor shall any materials be fabricated or installed prior to the approval or qualified approval of such item. Fabricarion performed, materials purchased or on-site construcrion accomplished which does not conform to approved shop drawings and data shall be the Contractor's risk. The Owner will not be � liable for any expense or delay due to corrections or remedies required to accomplish conformity. 1.06 MISCELLANEOUS SUBMITTALS rA.Related direcfly to the work include: A.Wananties � B. Workmanship Bonds C. Inspection and Test Reports D.Field Measurement Data E. Quality Control Submittals � F. As-built drawings and specifications G. Operating and maintenance manuals H.Project Photographs � I. Maintenance Agreements 1.07 LIST OF SUBNIITI'ALS ' A. Within ten working days after contract award, submit list of materials, products and equipment proposed to be used in construction to the Architect/Engineer fot approval. � B. Anange list in order of specification sections. List only items conforming to project requirements and products, materials and equipment specified, or approved by addendum. C. Include manufacturer of product as well as model, type, and catalog designation and similar data � for identification. 108. SHOP DRAWINGS � A. Shop drawings are technical drawings and data which have been specifically prepared for this Project, including,but not limited to the following items: , 1. Fabrication and installation drawings. 2. Setting diagrams. 3. Shopwork manufacturing instructions. 4. Templates. � 5. Patterns. 6. Schedules. 7. Contractor's engineering calculations. � 01300-4 HENNEPINCOUNTY Orono Salt Stora�e Iviarch 22, 2002 Project No.: 0031569 Contract No.: 0751 R2 ' i DIVISION O1 SUBMITTALS-Section 01300 Standard information prepared without specific reference to the Project is not considered to be ` shop drawings. B. Infonnation required on shop drawings include: identification of specific products and materials, , which are included in the work, dimensions, compliance with specified and pertinent standa�ds, and notarions of coordination requirements with other work. Provide special notations of dimensions that have been established by field measurements. On the shop drawings highlight, � encircle or otherwise indicate deviations from the contract documents. C. Review shop drawings and approve by ai��cing approval stamp and signature. Then submit t o � ArchitectlEngineer for review. State date required for return if immediate action is required. Shop drawings without Contractor's approval will not be reviewed by ArchitectlEngineer, nor returned. Do not include the Owner in the shop drawing review and approval schedule, except � where noted elsewhere herein to the contrary. Do not allow installers, materiai suppliers or product representatives to submit directly to the Architect/Engineer. D. Allow 2 (two) weeks for initial review. Allow more time if Architect/Engineer must delay , processing to permit coordination. Allow 2 (two) weeks for reprocessing, The Contractor shall allow for this time period when scheduling his/her work. E. Do not reproduce contract documents or copy standard printed information as the basis for shop ' drawings.Shop drawings submitted in such manner will not be reviewed by the Architect/Engineer, and will not be returned to the Contractor. F. Refer to Division - 15 and Division - 16 sections for additional general requirements applicable t o � shop drawings for mechanical and electrical work respecrively. G. Coordination Drawings: Provide coordination drawings where required for the integration of the � work, including wark first shown in detail on shop drawings or product data. Show sequencing relationship of the separate units of the work, which must interface to fit in the space provided, , or function as indicated. Coordinarion Drawings are considered shop drawings and must be definitive in nature. H. Do not permit shop drawing copies without the appropriate final action mazking by the Architect/Engineer to be used in connection with this work. � 109. PRODUCT DATA A. Product Data includes standard printed information that has not been specifically prepared for ' this project, including but not limited to the following items: 1. Manufacturer's product specifications and installation instructions. � 2. Standard color charts, unless noted contrary in individual sections. 3. Catalog cuts. 4. Roughing-in diagrams and templates. ' 5. Standazd wiring diagrams. 6. Printed performance curves. 7. Standard product operating and maintenance manuals. � General information required specifically as product data includes manufacturer's standard printed recommendarions for application and use, compliance with the recognized standards of trade associations and testing agencies, and the application their labels and seals (if any), special notation � of dimensions which have been verified by way of field measurements, and special coordination requirements for interfacing the product or system with other work. 01300-5 � HEIJNEPINCOiJN'TY Orono Salt Storaee Maz�b 22, 2pp2 Project No.: 0031569 Contract l�to.: 0751R2 , i DIVISION 01 SUBNIITTALS-Section 01300 � B. Collect required product data into a single submittal for each unit of work or system. Mazk each ' copy to show which choices and oprions are applicable to the project. Where product data has bcen printed to include information on several similar products, some of which are not required for use on the project, or aze not included in this submittal, mark the copies cleazly to show that such information is not applicable. � C.Product data submittal is required for information and record, and to determine that the products, materials and systems comply with the provisions of the contract documents. , 1. Except as otherwise indicated in other sections of these specifications, submit 6 copies of each required product data submittal. ' 2. The Architect/Engineer will retain 3 copies (one for the Owner) and will return the other mazked with "Action" and conections or modifications as required. 3. Do not submit product data or allow its use on the project, until Contractor has confirmed compliance with the requirements of the contract documents. � D. The Architect/Engineer will require 2 (two) weeks for initial review. Allow more time if ArchitectlEngineer must delay processing to permit coordination. The Contractor shall allow for � this time period when scheduling his/her work. E. Final Distribution: Furnish copies of Product data to Subcontractors, installers, suppliers, fabricators, manufacturers, governing authorities and others as required for proper performance of � the work. Show distribution on transmittai forms. ' 109. PRODUCTS LLST A. The Products List shall include the following items for each major specification section: � 1. Numerical specification section number. 2. Brand names andlor manufacturers of materials and equipment included under each specification section. 3. Name, address, telephane number and contact person of material Supplier and � Subcontractor who is furnishing and installing each major product being incorporated in the work. ' B. The order of the list is that of the Table of Contents of the Project Manual. Identify each item with the number and title of the respective specification section. C. This Praducts List may be combined with or be an expansion of the Subcontractor/ Supplier List � which may be submitted at an earlier date as requireri. ' 110. SAMPLES A. Submit samples for the Architect/Engineer's visual review of general kind, color, pattern, and ' texture, and for a final check of the coordination of these characteristics with other related elements of the work. Accompany samples with a letter of submittai, manufacturer's brochures, shop drawings, installation instructions or other supporting information. At the Contractor's option and depending upon the nature of the anticipated response from the ArchitectlEngineer, � the initial submittal of samples may be either preliminary or final submittal. ' 01300-6 H�VVNEPINCOiJIVTY Orono Salt Storaee March 22, 2002 Project No.: 0031569 Contract No.: 0751 R2 � i DIVISION O1 SUBMITTALS-Section 01300 � B.Refer to individual work sections of these specifications for additional sample requirements, which may be intended for examination, or testing of additional chazacterisrics. Compliance with other , required characteristics is the exclusive responsibility of the Contractor; such compliance is not considered in the Architect/Engineer's review and"Action" indication on sample materials. C. Refer to Division - 15 and Division - 16 sections for additional general requirements applicable t o � samples for mechanical and electrical work respectively. D. Architect/Engineer will keep samples until complerion of work, unless otherwise directed. Do not � use samples in the Work. Remove samples upon request by the ArchitecdEngineer. 110. MOCK-UPS ' Mock-ups and similar samples specified in individual work sections aze special types of samples. Comply with sample submittal requirements to the fullest extent possible. Process transmittal forms to provide a record of activity. Refer to individual sections of these specifications for addirional � requirements. 111. INSPECTIONS AND TESTREPORTS � Classify each inspection and test report as being either "product data" or "shop drawing" depending on whether the report is specially prepared for the project, or a standard publication of workmanship control testing at the point of production. Process inspection and test reports , accordingly. 112. WARRANTIES , Refer to individual sections of these specifications for specific general requirements on wananties, product bonds,workmanship bonds, and maintenance agreements. In addition to copies desired for � the Contractor's use, furnish 2 executed copies of such warranties bonds or agreements. Provide 2 additional copies for maintenance manuals. 113. RESUBNIITfALS � Resubmittal is required on submittals noted "REVISE AND RESUBMIT" or "REJECTED". The Architect/Engineer will return materials in these submittals to the Contractor. , The Contractor shall make revisions or corrections required by the Architect/Engineer and resubmit as soon as possible. The Contractor shall direct special attention to revisions. 114. MANiJFACTURER'S INSTRUCTIONS � Submit manufacturer's printed instructions for delivery, storage, assembly, installarion start-up, adjusting,and finishing, in quantities specified for product data when required in individual sections of , these specifications. 115. CLOSE-OLJT SUBNIITTALS , Refer to Section 01700 "Contract Closeout" and to individual sections of these specifications for specific submittal requirements of project closeout information, materials, tools and similar items. ' 01300-� � HENNEPINCOUNTY Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751 R2 � � DIVISION O1 SUBMITTALS-Section 01300 , As-Built Documents: Furnish one complete set of original documents, drawings and specifications as ' maintained on the project site to the Architect/Engineer. Along with original marked-up record drawings provide 2 photographic copies of marked-up drawings. All notations must be readable and dated to reference written documentation. ' During construction Contractor shall maintain a clean set of drawings for the sole purpose of recording changes and actual "as installed" informarion. Marking of the record set shall be done methodically as the work progresses, clearly and neatly, in color. � O�eratins and Maintenance Data: The facility staff are to be given proper instructions in the use and maintenanCe of equipment, particularly equipment such as boilers, air handling machines and ' related items, fan systems, unit ventilators, temperature controls, etc. Temperature controls and all valves are to be tagged, and complete operating instructions given to the operators. Cost of such work shall be borne by the Contractor. � 116. OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS � Provide operating instructions and maintenance manuals in accordance with Section 01700. Submit 3 (three) copies of the manuals to the ArchitectlEngineer for forwarding to the Owner. � A. Manual shall consist of neatly edited and typed manuals of instructions (printed informarion shall be 8.5"xl l" portrait format, in hard cover, indexed, loose-leaf notebook) to explain use, function and control of equipment, materials and systems. These inshuctions shall contain maintenance information including cleaning instructions, maintenance materials to be used, parts � list with numbers and recommended parts for Owner's stock, nearest depot for parts; wiring and piping diagrams,lubrication data and schedules, adjustrnent and repair data and a listing of names, addresses, and telephone numbers of appropriate service organizations for various items and � equipment. B. The manuals shall include informarion on such systems as, but not limited to: heating plant, heating and ventilating elements, fan units, air conditioning, controls for mechanical systems, � alarm systems, electrical distribution systems, operating equipment of general construction, mechanical and electrical work, and similar systems and equipment. IPART 2 PRODUCTS � Not Used � PART 3 EXECUTION Not Used , END OF SECTION 01300 �SS/01300.Submittals ' ' �� 01300-8 Orono Salt Storaee � .�,PINCOUNTY March 22, 2002 Projed No.: 0031569 Contract No.: 0751 R2 1 � DIVISION O1 QUALIT'YCONTROL-Section 01400 ' SECTION 01400 , QUALITY CONTROL , PART1 GENERAL 1.01 CONDITIONS OF THE CONTRACT , A. The Condirions of the Contract (General, Supplementary, and Other Conditions) and the General Requirements (Sections of Division 1), apply to the work of this section 1.02 REQUIREMENTSINCLUDED � A. General Quality Control. � B. Workmanship. C. Manufacturer's Instructions. � D. Manufacturers' Field Services. � 1.03 RELATEDREQiJIItEMENTS A. Document 00700 - General Conditions: Inspecrion and testing required by governing authorities. , B. Section 01090 - Reference Standards: Applicability of specified reference standards. � D. Section [01300 - Submittals: Submittal of Manufacturer's Instrucrions. 1.04 QUALITY CONTROL,GENERAL � A. Maintain quality control over suppliers, manufachuers, products, services, site conditions, and workmanship, to produce work of specified quality. , 1.05 WORKMANSHIP A. Comply with industry standards except when more restrictive tolerances or specified � requirements indicate more rigid standards or more precise workmanship. B. Perform work by persons qualified to produce workmanship of specified quality. � C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. ' 1.06 MANLJFACTURERS'INSTRUCTIONS A. Comply with instructions in full detail, including each step in sequence. Should instructions ' conflict with Contract Documents, request clarification from Architect/Engineer before proceeding- 01400-1 ' I�NNEPIN COiJNTY Orono Salt$toraee March 22,2002 Project No.: 0031569 Contr�t No.: 0751R2 � � DIVISION Oi QUALIT'YCONTROL-Section 01400 ' 1.07 MANUFACTURERS'FIELD SERVICES ' A. When specified in respective Specification Sections, require supplier or manufacttuer to provide qualified personnel to observe field conditions, conditions of s�ufaces and installation, � quality of workmanship, start-up of equipment and test, adjust and balance of equipment as applicable, and to make appropriate recommendations. B. Representative shall submit written report to Architect/Engineer listing observations and ' recommendations. ' PART2 PRODUCTS Not Used � PART 3 EXECUTION ' Not Used END OF SECTION 01400 ' ioss.oiaoo.�liryc�� r r t � � � � , �1400-2 �iVNEPiNCOUNTY Orono Sait Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' � DIVISION Ol CONSTRUCTIONFACILITIES&TEMPORARY CONTROLS-Section 01500 , SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS ' PART 1 GENERAL , 1.01 CONDTI'IONS OF THE CONTRACT A.The Conditions of the Contract(General, Supplementary, and Other Conditions}and the General , Requirnments(Sections of Division 1), apply to the workof this section 101 REQUIREMENTS INCLUDED , A. Electricity, Lighting. B. Heat, Ventilation. , C. Telephone Service. � D. Water. E. Sanitary Facilities. � F. Barriers. G. Enclosures. � H. Protection of Installed Work. I. Security. � J. Cleaning During Construction. � K Temporary Signs L. Field Office and Sheds � M. Removal 1.02 RELATED REQUIREMENTS � A. Section 01010-Summary of Work: Contractor use of premises. � B. S ection 01700-Contract Closeout:Final cleaning. 1.03 QUALITY ASSURANCE A. Regulations: Comply with industry standards and applicable laws and regulations of authorities ' having jurisdiction B. Standazds: Comply with NFPA Code 241, Building Construction and Demolition Operations, ANSI- � A10 Series standazds for Safety Requirements for Construction and Demolition, and NECA Electrical Design Library,Temporary Electrical Facilities. 01500-1 ' HENNEPINCOUNTY �ono Salt Stora¢e March 22,2002 Project No.: 0031569 Contract No.: 0751R2 � � DIVISION O1 CONS'iRUCTTONFACILITIES&'i'ENIPORARYCONTROLS-Section 01500 � 1.04 ELECTRiCTTY,LIGHTING ' A. Contractar may coimect to existing service, then provide distribntion to allow service and lighting by means of construction-type power cords. Coordinate with Owner. Reimburse Owner for costs of energy used. Take measttres to conserve energy. , 1.05 HEAT,VENTiLATiON A. Coordinate vse�of existing facilities with Owner, supplement with temporary muts as required to ' maintain specified conditions for construction operations, to protect materiais and finishes form damage ctueto temperature arhnmidity. � 1.06 TELEPHONE SERViCE A. Provide telephone service to field office. ' B. Arciutect/Engineer will pay for his own teiephone service. 1A7 WATER ' A.Contractor may rnnnect to existing facilities; extend branch pipingwith outlets located so that water is avaiiabie by useof i�oses. ' 1.08 SANTTARY FACILITIES A. Designaied existing facitiiies may be vsed during canstructian operations; mainiain in saniiary condition. At Substantial Completion restore these facilities to the condition prevaient at the time of ' e�risting use. 1.09 BARRIERS ' A. Prwide as required to preveni public entry io rnnstruction areas [to pravide for Owner s use of site,) and to protect existing#aciiities and adjacent properties #rom damage from rnnstruction operations. � B. Provide barriers azound trees and plants designated to remain. Protect against vehicuiar traffic, stored maieriais, dumping,chemicafly injurious maieriais, and puddiing or coirtinuousrunningwater. ' 1.10 ENCLOSURES A. Provide temparary weather-tight closures as required by constrvcfion to provide acceptable wa�t�cing rnnditivns and pm#ection for materiais, to allow for temporary heating, and to prevertt eniry of ' unautharized persons. B. Provide temporary partitians as required ta separxte work areas fram Own�r accupied areas, to prevent ' damage to existing areas and equipment. 1.11 PROTECITON O�INSTALLED WORIE ' A. Prvvide temporary protection for installed products. Controi traffic in immediate area tv minimi�e damage. � 1.12 SECURi'i'� A. Provide security to protect Work, coordinate with Owne�'s security program. , 01500-2 HENNEPINCOUNTY Orono Sait Storaee March 22,2002 Projcct No.:0031569 Contract No.: 4751R2 , � DIVISION 01 CONSTRUCT'IONFACILITIES&TEMPORARY CONTROLS-Section 01500 1.13 CLEANING DURING CONSTRUCTION ' A. Control accumulationaf waste materials and rubbish;periodically dispose af off-site. � B. Maintain areas free of dust and other contaminants during finishing operations. C. The Contractor shall keep public sidewalks, streets, parking areas, parks and public spaces near the � site free fromdirt, waste materials, and rubbish caused by their operations. Cleaning operations shall interfere with pedestrian and vehicular traffic as little as possible. 2.14 TEMPORARYSIGNS , A. The Contractor shall provide and maintain temporary warning signs and other temporary signs required for the safe and proper execution of the Work. � B. The Contractor shall provide and maintain temporary signs throughout the rnnstruction to mark and identify building entrances within constructionareas. Use approximateiy 10" high letters. � 1.15 FIELD OFFICES AND SHEDS A. Office: Movable, trailer-type, size as determined by contractor needs, weather-tight, with lighting, , electrical outlets, heating,cooling,and ventilating equipment,and equipped with furniture. B. Storage Sheds forToals,Materials, and Equipmen�Weather-tight, with adequate space for organized storage and access,and lighting for inspection of stored materials. , 1.1b REMOVAL A. Remove temporary materials, equipment, services, and construction prior to Substantial Completion , inspection. B. Clean and repair damage caused by installation or use of temporary facilities. Restore existing , facilities usedduringwnsttuction to specifiect, orto original condition. PART 2 PRODUCTS � Not Used PART 3 EXECUTION , Not Used END OF SECTION- 01500 ' , ' ' 01500-3 ' HENNEPINCOUNTY Orono Salt Storaee March 22,2002 Project No.: 0031569 Contract No.: 0751R2 a 1 DIVISION O1 CONTRACTCLOSEOUT-Section 1700 ' SECTION 017� � CONTRACT CLOSEOUT ' PART1 GENERAL 1A1 CONDITIONS OF THE CONTRACT ' A. The Conditions of the Conttact(General, Supplementary, and Other Conditions)and the General Requirements(Sections of Division 1), apply to the work of this section ' 1.02 REQUIREMENTS INCLUDED A. Closeout Procedures. ' B. Final Cleaning. C. Project Record Documents. ' D. Operation and Maintenance Data. E. Warranties and Bonds. ' F. Spaze Parts and Maintenance Materials. 1.03 RELATED REQUIREMENTS , A.General Conditions:Fiscal provisions,legal submittals, and other administrative requirements. ' B. Section 01010=Summary of Work: Owner Occupancy. C. Section 01500 ConstructionFacilities andTemporary Controls:Cleaning duringconstruction , 1.04 CLOSEOUT PROCEDURES A. Comply with procedures stated in General Conditions of the Contract for issuance of Certificate of ' Substantial Completion. B. Complete equipment identification, valve tagging, pipe marking and similaz work;refer to mechanical and electrical sections of these specifications. Operate and test the performance of operating , equipment and systems. C. Owner will occupy Project for the purpose of conductingbusiness. � D. When Contractor considers Work has reached final completion, submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for Architect/Engineer's observation. Submit ' Contractor's Notice that the Work, including completed or corrected punch-list items. E. In addition to submittals required by the conditions of the Contract, provide submittals required by governing authorities, and submit a final statement of accounting giving total adjusted Contract Sum, � previous payments,and sumremaining due,include supporting documentation not previously submitted and accepted. Include certificates for products and completed operations. ' 1700-1 ��C�'� Orono Salt�tnrn� March 22,2002 Project No.: 0031569 Contract No.: 0'751R2 ' ' DIVISION 01 CONTRACTCLOSEOUT-Section 1700 F.Architect/Engineer will issue a final ChangeOrder reflecting approved adjustments to Contract Sum not � previously made by Change Order. � 1.05 FINAL CLEANING A. Execute final cleaning prior to final inspection. , B. Clean interior and exterior surfaces exposed to view; remove temporary 1 abels, stains and foreign substances,reinspect and repair transparent and glossy surfaces. Clean equipment and fixtures to a ' sanitary condition in the entire project area. C. Remove waste and surplusmaterials, rubbish,and temporary and other construction facilities from the ' Project and from the site. Owner will provide final cleaning after final acceptance. 1.06 PROJECT RECORD DOCUMENTS , A. Store documentsseparate from those used for construction B. Refer to Paragraph 3.11.1 of the Supplementary Conditions: � 1. The Architect will furnish one complete set of Drawings and Project Manual to the Contractor for ' the purposes of recording all changes in the Work. The Contractor shall preserve and maintain these documents at the site in good condition and shall promptly and directly record all changes to the Work upon them. ' 2. The Architect shall inspect these Record Documents &om time to time during the course of the Work to ascertain their condirion and that they reflect the current condition of the Work. 3. Upon Substantial Completion of the Work and prior to final payment, the Contractor shall r retum the Record Documents to the Architect for the Architect's translation of all changes in the Work in the Record Documents for delivery to the Owner. for providing record documents ' also refer to Paragraph 9.8 of the Supplementary Conditions. C. Keep documents current; do not permanently conceal any work until required information has been recorded. ' D. At Contract closeout,submit docnmentswith transmittal letter containing date, Project title, Project and Contract iambers,and Conttactor's name and address,list of documents,and signature of Contractor. � 1.07 OPERATION AND MAINTENANCE DATA A. Provide data for: � 1. Instruct Owner's personnel regazding Maintenance and Operation Manuals. If the Contractor and Subcontractors' staff is not skilled in the maintenance and operation of specific equipment or systems,manufacturer's personnel shall be employed to carry out this function. , 2. Electrical equipment and controls-Division 16. B. Submit two sets prior to final inspection, bound in 8-1/2 x 11 inch three-ring side binders with ' durable plastic covers. Provide a separate volume for each system, with a table of contents and index tabs for each volume 1700-2 , I�NNEPINCOUNTY Orono Salt Storage March 22,2002 Project No.: 0031569 Contract No.: 0751R2 , � DIVISION Oi CONTRACTCLOSEOITT-Section 1700 � C. Part 1: Directory, listing names,addresses, and telephone numbers of: Architect, Engineer, Contractor and Subcontractors. ' D. Part 2: Operation and maintenance instructions, arranged by Specification Division. For each Specification Division, give names,addresses, and telephone numbersof subcontractors and suppliers. � List: 1. List of equipment. 2. Parts list. 3. Operating instructions. , 4. Maintenance instructions,equipment. 5. Maintenance instructions,finishes. 6. Warranties. ' 1.08 WARRANTIES AND BONDS ' A. Provide duplicate copies. Execute Contractor's submittals and assemble documents executed by subcontractors,suppliers, and manufacturers. Provide table of contents and assemble in binder with durable plastic cover. , B. Submit material prior to final application for payment. For items of Work delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after acceptance, iisting date of acceptance as start of warranty period. ' 1.09 SPARE PARTS AND MAINTENANCE MATERIALS ' A. Provide products, spare parts, and maintenance materials in quantities specified in each Section, in addition to that used for rnnstruction of Work Coordinate with Owner, deliver to Project site and obtain receipt prior to final payment. ' 1.10 FINAL PAYMENT ' A. After all contract work has been completed, including the above mentioned items, all liquidated damages and specified allowances have been adjusted and documented by change order, and all change orders have been resolved and as built documents have been processed, the Contractor may submit a request for final payment. Final request for payment shall be accompanied by the substantiating ' documentation required by the General Conditions. B. Refer to Paragraph 9.10.1 of the Supplementary Conditions: ' When the Architect/Engineer has determined that the Work is acceptable and the Contract fully performed, the Contractor shall prepaze and submit the Application for Final Payment to the Architect ' together with three (3) copies of the following. In reauesting final inspection and accompanying the Contractor's Final Payment, the Contractor shall prepaze and submit the following: , 1. Contractor's Affidavit of Payment of Debts and Claims, AIA Document G706, April 1970 Edition. ' 2. Contractor's Affidavit of Release of Liens, AIA Document G706A, April 1970 Edition. 3. Contractor's Lien Waiver on the full amount of the Contract Sum. , 1700-3 HIIVIVEPINCOLJNTY Orono Salt Storag� March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' � DIVISION O1 CONTRACTCLOSEOUT-Section 1700 4. Contractor's Summary of Payments. , 5. Consettt of Surety to Final Payment on Consent of Surety Company to Final Payment, AIA , Document G707, April 1970 Edition. 6. State of Minnesota - Department of Revenue Form IC-134, rev. 9/89, "Withholding Affidavit � for Contractors", prepared by the Contractor and all Subcontractors and certified by the Commissioner of Revenue. 7. Current list of subcontractors and major material suppliers indicating type of work or product, ' brand name and/or manufacturer's name and model number in the sequential sectional order of the Project Manual, including fum name, address,telephone and contact person. 8. Contractor's Record Copy of all Drawings, Specifications, Change Otders and other ' modifications, including construction photographs, in good order, and marked to record all changes made during construction, and approved Shop Drawings,Product Data and Samples. ' 9. All payroll reports, certifications and related documents necessary to fulfill the Labor Standards Provisions requirements of the contract. An affidavit stating that payrolls bills for materials and equipment and other indebtedness connected with the Work for which the Owner might become ' responsible, have been paid and satisfied. 10. All written wananties required by the Contract Documents. , 1 l. All operation manuals, instrucrions, test reports and other data required by the Contract Documents. Final payment will not be made to the Contractor until the aforementioned requirements have been turned over ' to the Architect, the Architect has prepared final Record Documentsonpolyester film or CADD diskettes, and are received and approved by the Owner. ' If necessary,reinspection procedure will be repeated at cost to the Contractor. PART 2 PRODUCTS ' Not Used , PART 3 EXECUTION ' Not Used END OF SECITON- 1700 � ' , 1700-4 ' HENNEPINCOUNTY Orono Salt Stora� March 22,2002 Project No.: 0031569 Contract No.: 0751R2 ' , DIVISION 02 Section 02300 - Earthwork , SECTION 02300 ' EARTHWORK PART 1. GENERAL ' 1.01 CONDITTONS OF THE CONTRACT , A. The Conditions of the Contract(General,Supplementary,and Other Conditions)and the General Requirements (Sections of Division 1)apply to the work of this section. ' 1.02 WORK INCLUDED A. Site excavations and backfilling for retaining walls and utilities B. Grading:Contractor to do all grading. Grading limits identified on"Construction Plan For Grading, ' Bituminous Paving And Storm Sewer"by Hennepi County Transportation Department(attached) 1. Grade subbase prior to granular base 2. Compact subsoil under areas to be paved. Subgrade under azea designated as'bituminous pavement by Owner is to anticipate 1/8 inch per foot slope,sioping southward. ' Contractor to verify with Architect grades and areas that may appear questionable. 3. Fine grade topsoil prior to landscaping C. Excavation and bacicfilling at building. , D. Backfili subdrain material behind walls. E. Grade as indicated and compact subsoil under eastern parking azea. F. Grade Collection Pond and wetland azea as shown on site plan;Contractor is to build a swale ' from south end of retaining wall to ponding area as indicated on plans prepazed by Hennepin County Transportation Department,dated 3.15.02 . Meet grades shown on site plan. G. Erosion Control as required by Minnehaha Cxeek Watershed District regulations ' 1.03 DEFINI'TIONS A. As used in this Section include the following: , 1. Backfill:Soil materials used to fill an excavation. 2. Base Couise: Layer placed between the subbase course and asphalt paving. ' 3. Bedding Course: Layer placed over the excavated subgrade in a trench before laying pipe. ' 4. Borrow:Satisfactory soil imported from off-site for use as fill or backfill. 5. Drainage Course:Layer supporting slab-on-grade used to minimize capillary � �low of pore water. 6. Excavation:Removal of material encountered above subgrade elevations. , a. Additional Fxcavation: Excavation below subgrade elevations as directed by Architect. Additional excavation and replacement material will be paid for according to Contract provisions for Changes in the Work. b. Unauthorized Excavation: Excavation below subgrade elevations or beyond ' indicated dimensions without direction by Architect. Unauthorized excavation, as well as remedial work directed by Architect, shall be without additional compensation. ' 7. Fill:Soil materials used to raise existing grades. Page 02300- 1 � HENNEPIN COUNTY Orono Salt Stora�e March 22.2002 Proiect No.:0031569 Contract No.:0751R2 DIVISION 02 Section 02300 - Earthwork ' 8. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, ' mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground. 9. Subbase Course: Layer placed between the subgrade and base course for asphalt ' paving,or layer placed between the subgrade and a concrete pavement or walk. 10. Subgrade: Surface or elevation remaining after completing excavation, or top , surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. ' 11. Utilities include on-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. B. Existing Utilities:Do not interrupt utilities serving facilities occupied by Owner or others unless , permitted in writing by Architect, and then only after arranging to provide temporary utility services according to requirements indicated. 1.04 REFERENCES , A. Minnesota Department of Transportation Standazd Specifications for Construction,2000 edition and Supplementary Specifications. ' B. ANSI/ASTM C136-Sieve Analysis of Fine and Course Aggregates. C. ANSI/ASTM D1556-Density of Soil in Place by the Sand-Cone Method. ' D. ANSI/ASTM D698-Moisture-Density Relations of Soils and Soil Aggregate Mixture. E. Minnehaha Creek Watetshed District Regulations , 1.05 PROTECTTON , A. Protect above and below grade utilities which are to remain. Verify with Owner. B. Protect existing buildings&structures,bench marks,fences,walks paving and curbs from ' equipment and vehicular traffic. C. Protect trees, shrubs,lawns and other features remaining as portions of final landscaping. , PART 2. PRODUCTS ' 2.01 SOIL MATERIALS A. Provide bonow soil materials when sufficient satisfactory soil materials are not available from , excavations. B. Satisfactory Soils:ASTM D 2487 soil classification groups GW,GP,-GM,SW,SP,and SM, or a , combination of these group symbols;free of rock or gravel larger than 3 inches(75 mm)in any d'unension,debris,waste, frozen materials,vegetation and other deleterious matter. C. Unsatisfactory Soils:ASTM D 2487 soil classification groups GC,SC,ML,MH,CL,CH,OL, , OH, and PT,or a combination of these group symbols. D. Backfill and Fill:Satisfactory soil materials. ' Page 02300- 2 HENNEPIN COtJNTY Orono Salt Storage � March 22.2002 Proiect No.:0031569 Contract No.:0751 R2 � DIVISION 02 Section 02300 - Earthwork ' E. Subbase Material:Naturally or artificially graded mixiure of natural or crushed gravel,crushed stone,and natural or crushed sand;ASTM D 2940;with at least 90 percent passing a 11/2 inch (38 mm)sieve and not more than 12 perCent passing a No.200(0.075 mm)sieve. ' F. Bedding:Naturally or artificially graded mixture of naiural or crushed gravel,crushed stone, and natural or crushed sand;ASTM D 2940;except with 100 percent passing a 1 inch(25 mm) , sieve and not more than S percent passing a No.200(0.075 mm)sieve. G. Drainage Fill:Washed,narrowly graded mixture of crushed stone,or crushed or uncrushed gravel;AS'TM D 448;coarse-aggregate grading Size 57;with 100 percent passing a 1-1/2-inch ' (38 mm)sieve and not more than 8 percent passing a No.200(0.075 mm)sieve. ' PART 3. EXECUTION 3.01 PREPARATION ' A. Protect structures,utilities,sidewalks,pavements,and other facilities from damage caused by settlement,lateral movement,undernuning,washout,and other hazazds created by earthwork ' operations. B. Contractor is expected to contact Gopher State One Call to ascertain location and position of underground utilities before beginning of any excavation,grading and/or trench digging on ' this site. C Provide erosion-and sedimentation-control measures. , D. Prevent surface water and ground water from entering excavations,from ponding on prepazed subgrades,and from flooding Project site and surrounding areas. ' E. Protect subgrades from softening,undermining,washout,and damage by rain or water accumulation. ' 3.02 EXCAVATION A. Excavate to subgrade elevations regazdless of the character of surface and subsurface conditions encountered,including rock,soil materials,and obstructions. ' 1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock,replace with satisfactory soil materials. ' B. Excavate for structures,pavements,and walks to indicated elevations and dimensions. Extend excavations for placing and removing concrete formwork, for installing services and other construction,and for inspections.Trim bottoms to required lines and grades to , leave solid base to receive other work. C. Excavate utility trenches to indicated gradients,lines,depths,and invert elevations of uniform widths to provide a working clearance on each side of pipe or conduit. Faccavate trench walls ' vertically from trench bottom of 12 inches(3�mm)higher than top of pipe or conduit D. Proof roll subgrades before filling or placing aggregate courses,with heavy.pneumatic- ' tired equipment to identify soft pockets and areas of excess yielding.Do not proof roll wet or saturated subgrades. E. Reconstruct subgrades damaged by freezing temperatures, frost,rain,accumulated water, or ' construction activities. Page 02300- 3 � HENNEPIN COUNTY Orono Salt Storase March 22.2002 Proiect No.:0031569 Contract No.:0751 R2 DIVISION 02 Section 02300 - Earthwork � F. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation ' of concrete foundation or footing to excavation bottom,without altering top elevation. Lean concrete fill may be used when approved by Architect. 1. Fill unauthorized excavations under other construction or utility pipe as directed by ' Architect. 3.03 STORAGE OF SOILS MATERIALS ' A. Stockpile borrow materials and satisfactory soil materials,without intermixing,in shaped, graded,drained,and covered stockpiles.Stockpile soil materials away from edge of ' excavations and outside drip line of remaining.trees. 3.04 UTILITY TRENCH BAQCFILL ' A. Place,compact,and shape bedding,course to provide continuous support for pipes and conduits over rock and other unyielding bearing surfaces and to fill unauthorized elevations. , B. Place and compact initial backfill of satisfactory soil material or subbase material, free of particles latger than 1 inch(25 mm),to a height of 12 inches(300 mm)over the utility pipe or conduit.Place and compact final backfill of satisfactory soil material to final subgrade. ' 3.05 FILL A. Place and compact fill material in layers to required elevations. ' B. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. , 1. Remove and replace,or scarify and air-dry,otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit ' weight. C. Compaction: Place backfill and fill materials in layers not more than 8 inches(200 mm}in loose depth for material compacbed by heavy compaction equipment,and not more than 4 inches ' (200 mm)in loose depth for material compacted by hand-operated tampers. D. Compact soil to not less than the following,percentages of maximum dry unit weight ' according to ASTM 01557: 1. Under structures,building slabs,steps,and pavements,scarify and recompact top 12 inches (300 mm)of existing subgrade and each layer of backfill or fill material at 95 percent. ' 2. Under lawn or unpaved areas,scarify and recompact top 6 inches(150 mm)below subgrade and compact each layer of backfill or fill material at 85 percent. � E. Provide alternate price for granular fill and compaction under areas to be paved. Thickness as indicated by Architect. Cost to be per sy (square yard). ' 3.06 GRADING A. Uniformly grade areas to a smooth surface,free from irregular surface changes.Comply with ' compaction requirements and grade to cross sections,lines,and elevations indicated.Grade lawns,walks,and unpaved subgrades to tolerances of plus or minus 1 inch(25 mm)and pavements and azeas within building lines to plus or minus 1/2 inch(13 mm). ' Page 02300- 4 � HENNEPIN COUNTY Orono Salt StoraPe March 22.2002 Pro�ect No.:0031569 Contract No.:0751R2 , DIVISION 02 Section 02300 - Earthwork ' B. Subbase and Base Courses:Under pavements and walks,place subbase course on prepazed subgrade.Place base course material over subbase. Compact to required grades,lines,cross sections,and thickness to not less than 95 percent of maximum dry unit weight according to ' ASTM 01557. C. Under slabs-on-grade,place drainage course on prepared subgrade.Compact to required cross ' sections and thickness to not Iess than 95 percent of maximum dry unit weight according to ASTM D 698. ' 3.07 TESTING AGENCY A. Owner will engage a qualified independent geotechnical engineering testing agency to perform field quality-control testing. ' 1. Allow testing.agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earthwork only after test results for previously completed work , comply with requirements. 2. When testing agency reports that subgrades, fills, or backfills have not aclueved degree of compaction specified, scarify and moisten or aerate,or remove and replace soil to depth , required;recompact and retest until specified compaction is obtained. 3.08 PROTECTION ' A. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded,rutted,settled,or where they lose compaction. , B. Where settling occurs before Project correction period elapses,remove finished surfacing, back-fiil with additional soil material,compact,and reconstruct surfacing. ' 3.09 DISPOSAL A. Remove surplus satisfactory soil and waste material,including unsatisfactory soil,trash, and , debris,and legally dispose of it off Owners property. B. Contractor to provide unit price for removal and disposal of surplus excavated earth at appropriate place on the bidding form. Provide unit price per cubic yazd. ' END OF SECTION 02300 ' , , ' , ' Page 02300- 5 HENNEPIN COUNTY Orono Salt Stora�e Mazch 22.2002 Proiect No.:0031569 Contract No.:0751 R2 DIVISION 02 Section 2711 Foundation Drainage Systems ' ' SECTION 02711 ' FOUNDATION DRAINAGE SYSTEMS PART 1. GENERAL ' 1.01 CONDITIONS OF THE CONTRACT ' A. The Conditions of the Contract(General,Supplementary,and Other Conditions) and the General Requirements(Sections of Division 1)apply to the work of this section. 1.02 SUMMARY , A. Work includes installation of foundation drain piping system of 4"corrugated,perforated ' polyethylene piping around struchue on East and North sides,and to outfall as directed. Drainpipe from point identified as CB.3 (on sheets 2/28 and 9/28)to pipe apron is to be 15'dia.Corrugated polyethylene pipe. B.Related Sections: � 1. Division 2 Section-"Earthwork." ' 1.03 SUBMITTALS A. Submit product data for the following: ' 1. Corrugated,perforated polyethylene piping. ' PART 2. PRODUCTS 2.0 MATERIALS , A. Pipes and Fittings:The applications of the following materials are indicated in Piping applications pazagraphs. ' 1. Perforated,Polyethylene(PE)Fipe and Fittings:ASTM F 405,corrugated, for coupled joints. , a. Couplings: Manufacturer s standard,band type. 2. Meeting MNDOT specification-2000 edition. ' 3. Provide with filter sock entire length. 2.02 SOIL MATERIALS A. As follows: ' 1. Impervious Fill:Clayey gravel and sand mixture capable of compacting to dense state. , 2. Filtering Material:Evenly.graded mixture of natural or crushed gravel or crushed stone and natural sand,with 100 percent passing 1-1/2-inch(37.5 rnm)sieve and 0 to 5 percent passing No.50(0.3-mm)sieve. , Page 02711 - 1 HENNEPIN COUNTY Orono Salt Storase March 22,2002 Project No.:0031569 Contract No.:0751R2 ' ' DIVISION 02 Section 2711 Foundation Drainage Systems ' 3. Drainage Fill:Washed,evenly graded mixture of crushed stone,or crushed or uncrushed gravel,ASTM 0 448,coarse aggregate,Size No.57,with 100 percent passing 1-1/2-inch(37•5-mm)sieve and not more than 5 percent passing a No.8 ' (2.36-mm)sieve. ' PART 3. EXECUTION 3A1 EXAMINATION � A. Examine surfaces and areas for suitable conditions where foundation draining systems aze to be installed.Do not proceed until unsatisfactory conditions have been corrected. ' 1. Systems with 4-inch Piping:As follows: a. Perforated,polyethylene(PVC)pipe and fittings,couplings,and coupled joints. , B. Special Pipe-Coupling Applications:Use where required to join piping and no other appropriate method is specified. ' 3.01 INSTALLATION , A.Piping Installation:Drawing plans and details indicate general location and arrangement of foundation drainage system piping. ' 1. Install piping,beginning at low points of system,true to grades and alignment indicated,with unbroken continuity of invert. Bed piping with full bearing,solidly in filtering material. Install piping according to manufacturer's written instructions and other requirements indicated. ' 2. Install piping pitched down in direction of Ilow,at a minimum slope of 1 percent (1:100)and with a minimum cover of 36 inches(1000 mm),except where otherwise , indicated. 3. Lay open joint tile spaced as indicated on Drawings or,if not indicated,with 1/4 inch(6 mm)space between ends.Cover top 2/3 of joint opening with joint screening ' material and tie with corrosion-resistant wire. 4. Provide recesses in excavation bottom to receive bells of pipe bell ends.Lay pipe , with bells facing upslope and with spigot end entered fully into adjacent bell. 5. Apply and compact impervious fill material to raise low areas or where ' unsatisfactory bearing soil may occur. B. Use increasers,reducerss, and couplings made for different sizes or materials of pipes and t fittings being connected. C. Exbend piping to Catch Basin(drain tile on East side of salt sfiorage biulding shall drain infio catch basin identified as"CB.3"and drain tile on North side of salt storage building ' shall drain into catch basin identified as"CB.2") or fierminate piping in apron as indicabed at outfall shown on drawings-refer to drawings 2�28,and 9/28. ' Pa e 02711- 2 g HENNEPIN COt1NTY Orono Salt StoraQe , March 22,2002 Project No.:0031569 Contract No.:0751R2 DIVISION 02 Section 2711 Foundation Drainage Systems ' 3.04 PIPE JOINT CONSTRUCTION AND INSTALLATION ' A.Join and install pipe fittings as indicated and according to the manufacturer and the following: ' 1. Polyvinyl Chloride(PVC) Pipe and Fittings:Join and install sewer pipe and fittings with elastomeric seal gaskets according to ASTM D 2321. ' 2. System Piping,Joints: Make joints using system manufacturer's seais and couplings, except where otherwise specified. ' 3. Join piping made of different materials and dimensions with special couplings made for this application. Use couplings that are compatible with and that fit both pipe materials and dimensions. ' 3.05 SOIL MATERIAL INSTALLATION A. As follows: ' 1. Impervious Fill at Footings:Place impervious fill material on subgrade adjacent to ' bottom of footing after concrete footings have been cured and forms removed. Place and compact impervious fill to dimensions indicated„but not�ess than 6 inches(150 mm)deep and 12 inches(300 mm)wide. 2. Filtering Material: Place supporting.layer of filtering material over compacted ' subgrade where drainage pipe is to be laid to depth indicated or,if not indicated, to compacted depth of not less than 4 inches(100 mm). , 3. Drainage Fill:Place fill over drain piping after satisfactory testing and covering with filtering,material.Cover piping to width of at least 6 inches(150 mm)on each side and above top of pipe to within 12 inches(300 mm)of finish grade. � Place fill material in layers not exceeding 3 inches(75 mm)in loose depth,and compact each layer placed.Place one layer of asphalt-or tar-saturated roofing felt or synthetic drainage fabric,overlapping edges at least 4 inches(100 mm),over ' drainage fill material. 4. Fill to grade: Place impervious fill material over compacted drainage fill.Place , material in loose-depth layers not exceeding 6 inches(150 mm).Thoroughly compact each layer.Fill to finish elevations and slope away from building. 3.06 FIELD QUALTTY CONTROL ' A.Testing: Test drain piping with water or visually check piping to ensure free flow before ' backfilling. Remove obstructions, replace damaged components, and repeat test until results are satisfactory. Place additional filtering material to depth of 4 inches (100 mm) around sides and top of drains after testing. ' END OF SECTTON..02711 ' e 02711 - t Pag 3 HENNEPIN COUI�iTY Orono Salt Storage ' March 22,2002 Pmject No.:0031569 Contract No.:0'751 R2 , DIVISION 02 Section 02300 - Earthwork ' SECTION 02300 ' EARTHWORK PART 1. GENERAL � 1.01 CONDITIONS OF THE CONTRACT � A. The Conditions of the Contract(General,Supplementary,and Other Conditions)and the General Requirements(Sections of Division 1)apply to the work of this section. � 1.02 WORK INCLUDED A. Site excavations and backfilling for retaining walls and utilities B. Grading:Contractor to do all grading. Grading limits identified on"Conswction Plan For Grading, � Bituminous Paving And Storm Sewer"by Hennepi County Transportation Department(attached) 1. Grade subbase prior to granulaz base 2. Compact subsoil under azeas to be paved. Subgrade under area designated as'bituminous pavement by Owner is to anticipate 1/8 inch per foot slope,sloping southward. � Contractor to verify with Architect grades and areas that may appeaz questionable. 3. Fine grade topsoil prior to landscaping C. Excavation and backfilling at building. � D. Backfill subdrain material behind walls. E. Grade as indicated and compact subsoil under eastern parking azea. F. Grade Collection Pond and wedand area as shown on site plan;Contractor is to build a swale � hom south end of retaining wall to ponding area as indicated on plans prepazed by Hennepin County Transportation Department,dated 3.15.02 . Meet grades shown on site plan. G. Erosion Control as required by Minnehaha Creek Watershed District regulations � 1.03 DEFINITIONS A. As used in this Section include the following: � 1. Backfill:Soil materials used to fill an excavation. 2. Base Course: Layer placed between the subbase course and asphalt paving. � 3. Bedding Course: Layer placed over the excavated subgrade in a trench before laying pipe. ' 4. Borrow:Satisfactory soil imported from off-site for use as fill or backfill. 5. Drainage Course:Layer supporting slab-on-grade used to minimize capillary flow of pore water. � 6. Excavation: Removal of material encountered above subgrade elevations. � a. Additional Excavation: Excavation below subgrade elevations as directed by Architect. Additional excavation and replacement material will be paid for according to Contract provisions for Changes in the Work. b. Unauthorized Excavation: Excavation below subgrade elevations or beyond � indicated dimensions without direction by Architect. Unauthorized excavation, as well as remedial work directed by Architect, shall be without additional compensation. S7. Fill:Soil materials used to raise existing grades. Page 02300- 1 � HENNEPIN COLJNTY Orono Salt SWraQe March 22_2002 Proiect No.:0031569 Contract No.:0751R2 DIVISION 02 Section 02300 - Earthwork ' 8. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, � mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground. 9. Subbase Course: Layer placed between the subgrade and base course for asphalt � paving, or layer placed between the subgrade and a concrete pavement or walk 10. Subgrade: Surface or elevation remaining after completing excavation, or top t surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. � 11. Utilities include on-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. B. Existing Utilities:Do not interrupt utilities serving facilities occupied by Owner or others unless � permitted in writing by Architect, and then only after arranging to provide temporary utility services according to requirements indicated. 1.04 REFERENCES � A. Minnesota Department of Transportation Standazd Specifications for Construction,2000 edition and Supplementary Specifications. � B. ANSI/ASTM C136-Sieve Analysis of Fine and Course Aggregates. C. ANSI/ASTM D1556-Density of Soil in Place by the Sand-Cone Method. �, D. ANSI/ASTM D698-Moisture-Density Relations of Soils and Soil Aggregate Mixture. � E. Minnehaha Creek Watershed District Regulations 1.05 PROTECTION � A. Protect above and below grade utilities which aze to remain. Verify with Owner. B. Protect existing buildings&struchues,bench marks,fences,walks paving and curbs from � equipment and vehiculaz traffic. C. Protect trees,shrubs,lawns and other features remaining as portions of final landscaping. � PART 2. PRODUCTS ' 2.01 SOIL MATERIALS A. Provide bonow soil materials when sufficient satisfactory soil materials are not available from �� excavations. B. Satisfactory Soils:ASTM D 2487 soil classification groups GW, GP,-GM,SW,SP,and SM, or a � combination of these group symbols;free of rock or gravel larger than 3 inches(75 mm)in any dimension,debris,waste, frozen materials,vegetation and other deleterious matter. C. Unsatisfactory Soils:ASTM D 2487 soil classification groups GC,SC,ML,MH,CL,CH,OL, � OH, and PT,or a combination of these group symbols. D. Backfill and Fill:Satisfa+ctory soil materials. � � Page 02300- 2 HENNEPIN COUNTY Orono Sait Stora¢e � Mar�ch 22.2002 Pmiect No.:0031569 Contract No.:0751 R2 ' DIVISION 02 Section 02300 - Earthwork � E. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel,crushed stone,and natural or crushed sand;ASTM D 2940;with at least 90 percent passing a 11/2 inch (38 mm)sieve and not more than 12 percent passing a No.200(0.075 mm)sieve. � F. Bedding: Naturally or artificially graded mixture of natural or crushed gravel,crushed stone, and natural or crushed sand;ASTM D 2940;except with 1(�percent passing a 1 inch(25 mm) � sieve and not more than 8 percent passing a No.200(0.075 mm)sieve. G. Drainage Fill:Washed,narrowly graded mixture of crushed stone,or crushed or uncrushed gravel;ASTM D 448;coarse-aggregate grading Size 57;with 100 percent passing a 1-1/2-inch � (38 mm)sieve and not more than 8 percent passing a No.200(0.075 mm)sieve. 1 PART 3. EXECUTION 3.01 PREPARATION ! A. Protect structures,utilities,sidewalks,pavements,and other facilities from damage caused by settlement,lateral movement,undernuning,washout,and other hazazds created by earthwork operations. � B. Contractor is ex cted to contact Go her State One Call to ascertain location and position of underground u ilities before beginning of any excavation,grading and/or trench digging on � this site. C Provide erosion-and sedimentation-control measures. , D. Prevent surface water and ground water from entering excavations,firom ponding on prepared subgrades,and from flooding Project site and surrounding areas. I E. Protect subgrades from softening,undermining,washout,and damage by rain or water accumulation. � 3.02 EXCAVATION A. Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered,including rock,soil materials,and obstructions. � 1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rocly replace with satisfactory soil materials. � B. Excavate for structures,pavements,and walks to indicated elevations and dimensions. Extend excavations for placing and removing concrete formwork,for installing services and other construction,and for inspections.Trim bottoms to required lines and grades to � leave solid base to receive other work. C. Excavate utility trenches to indicated gradients,lines,depths,and invert elevations of uniform widths to provide a working clearance on each side of pipe or conduit. Excavate trench walls � vertically from trench bottom of 12 incltes(300 mm)higher than top of pipe or condui� D. Proof roll subgrades before filling or placing aggregate courses,with heavy.pneumatic- � tired equipment to identify soft pockets and areas of excess yielding.Do not proof roll wet or saturated subgrades. E. Reconstruct subgrades damaged by freezing temperatures,frost,rain,accumulated water,or � construction activities. � Page 02300- 3 HENNEPIN COUNTY Orono Salt Storase March 22.2002 Proiect No.:0031569 Coirtract No.:0'751R2 DIVISION 02 Section 02300 - Earthwork , F. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation � of concrete foundation or footing to excavation bottom,without altering top elevation. Lean concrete fill may be used when approved by Architect. 1. Fill unauthorized excavations under other construction or utility pipe as directed by � Architect. 3.03 STORAGE OF SOILS MATERIALS � A. Stockpile borrow materials and satisfactory soil materials,without intermixing,in shaped, graded,drained,and covered stockpiles.Stockpile soil materials away from edge of � excavations and outside drip line of remaining.trees. 3.04 UTILTTY TRENCH BACKFILL � A. Place,compact,and shape bedding,course to provide continuous support fior pipes and conduits over rock and other unyielding bearing surfaces and to fill unauthorized elevations. � B. Place and compact initial backfill of satisfactory soil material or subbase material, free of particles larger than 1 inch(25 mm),to a height of 12 inches(300 mm)over the utility pipe or conduit. Place and compact final backfill of satisfactory soil material to final subgrade. `� � 3.05 FILL A. Place and compact fill material in layers to required elevations. � B. Unifomlly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. � 1. Remove and replace,or scarify and air-dry,otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit � weight. C. Compaction: Place backfill and fill materials in layers not more than 8 inches(200 mm)in loose depth for material compacbed by heavy compaction equipment,and not more than 4 inches � (200 mm)in loose depth for material compacted by hand-operated tampers. D. Compact soil to not less than the following,percentages of maximum dry unit weight according to ASTM 01557: � 1. Under structures,building slabs,steps,and pavements,scarify and recompact top 12 inches (300 mm)of existing subgrade and each layer of backfill or fill material at 95 percent. � 2. Under lawn or unpaved areas,scarify and recompact top 6 inches(150 mm)below subgrade and compact each layer of backfill or fill material at 85 percent. � E. Provide alternate price for granulaz fill and compaction under areas to be paved. Thickness as indicated by Architect. Cost to be per sy(square yard). � 3.�i GRADING A. Uniformly grade areas to a smooth surface,free&om irregular surface changes.Comply with � compaction requirements and grade to cross sections,lines,and elevations indicated.Grade lawns,walks,and unpaved subgrades to tolerances of plus or minus 1 inch(25 mm)and pavements and areas witlun building lines to plus or minus 1/2 inch(13 mm). � Page 02300- 4 � HENNEPIN COUNTY Orono Salt Stora� Mazch 22.2002 Proiect No.:0031569 Contract No.:0751R2 , DIVISION 02 Section 02300 - Earthwork � B. Subbase and Base Courses:Under pavements and walks,place subbase course on prepazed subgrade.Place base course material over subbase.Compact to required grades,lines,cross sections,and thickness to not less than 95 percent of maximum dry unit weight according to � ASTM 01557. C. Under slabs-on-grade,place drainage course on prepared subgrade.Compact to required cross ' sections and tluckness to not Iess than 95 percent of maximum dry unit weight according to ASTM D 698. � 3.07 TESTING AGENCY A. Owner will engage a qualified independent geotechnical engineering teshng agency to perform field quality-control testing. � 1. Allow testing. agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earthwork only after test results for previously completed work , comply with requirements. 2. When testing agency reports that subgrades,fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate,or remove and replace soil to depth � required;recompact and retest until specified compaction is obtained. 3.08 PROTECTION � A. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded,rutted,settled,or where they lose compaction. ' B. Where settling occurs before Project conection period elapses,remove finished surfacing, back-fill with additional soil material,compact,and reconstruct surfacing. ' 3.09 DISPOSAL A. Remove surplus satisfactory soil and waste material,including unsatisfactory soil,trash, and � debris,and legally dispose of it off Owners property. B. Contractor to provide unit price for removal and disposal of surplus excavated earth at appropriate place on the bidding form. Provide unit price per cubic yazd. � END OF SECTION 02300 � � � � � � Page 02300- 5 HENNEPIN COUNTY Orono Salt Storase March 22.2002 Proiect No.:0031569 Contract No.:0751 R2 DIVISION 02 Section 2711 Foundation Drainage Systems ' � SECTION 02711 � FOUNDATION DRAINAGE SYSTEMS PART 1. GENERAL � 1.01 CONDITTONS OF THE CONTRACT � A. The Conditions of the Contract(General,Supplementary,and Other Conditions) and the General Requirements(Sections of Division 1)apply to the work of this section. 1.02 SUMMARY � A. Work includes installation of foundation drain piping system of 4"corrugated,perforated � polyethylene piping around structure on East and North sides, and to outfall as direrted. Drainpipe from point identified as CB.3 (on sheets 2/28 and 9/28)bo pipe apron is to be 15"dia.Conu�ated polyethylene pipe. B. Related Sections: � 1. Division 2 Section-"Earthwork" � 1.03 SUBMTITALS A. Submit product data for the following: ' 1. Corrugated,perforated polyethylene piping. PART 2. PRODUCTS , 2.0 MAT'ERIALS � A. Pipes and Fittings:The applications of the following materials are indicated in Piping applications pazagraphs. � 1. Perforated,Polyethylene(PE)Pipe and Fittings:ASTM F 405,corrugated, for coupled joints. � a. Couplings: Manufacturer s standard,band type. 2. Meeting MNDOT specification-2Q00 edition. � 3. Provide with filter sock entire length. 2.02 SOIL MATERIALS A. As follows: � 1. Impervious Fill:Clayey gravel and sand mixture capable of compacting to dense state. � 2. Filtering Material:Evenly.graded mixture of natural or crushed gravel or crushed stone and natural sand,with 100 percent passing 1-1/2-inch(37.5 mm)sieve and 0 to 5 percent passing No.50(0.3-mm)sieve. � Page 02711 - 1 HENNEPIN COUNTY Orono Salt Storage Mazch 22,2002 Project No.:0031569 Contract No.:0751R2 � � DIVISION 02 Section 2711 Foundation Drainage Systems � 3. Drainage Fill:Washed,evenly graded mixture of crushed stone,or crushed or uncrushed gravel,ASTM 0 448,coarse aggregate,Size No.57,with 100 percent passing 1-1/2-inch(37.�mm)sieve and not more than 5 percent passing a No.8 � (2.36-mm)sieve. � PART 3. EXECUTION 3.01 EXAMINATION ' A. Examine surfaces and areas for suitable conditions where foundation draining systems are to be installed.Do not proceed until unsatisfactory conditions have been corrected. � 1. Systems with 4-inch Piping: As follows: a. Perforated,polyethylene(PVC)pipe and fittings,couplings,and coupled joints. ! B. Special Pipe-Coupling Applications:Use where required to join piping and no other appropriate method is specified. � 3.01 INSTALLATION A.Piping Installation:Drawing plans and details indicate general location and arrangement of � foundation drainage system piping. 1. Install piping,beginning at low points of system,true to grades and alignment � indicated, with unbroken continuity of invert. Bed piping with full bearing,solidly in filtering material. Install piping according to manufacturer's written instructions and other requirements indicated. � 2. Install piping pitched down in direction of flow,at a minimum slope of 1 percent (1:100)and with a minimum cover of 36 inches(1000 mm),except where otherwise � indicated. 3. Lay open-joint tile spaced as indicated on Drawings or,if not indicated,with 1/4 inch(6 mm)space between ends.Cover top 2/3 of joint opening with joint screening � material and tie with corrosion-resistant wire. , 4. Provide recesses in excavation bottom to receive bells of pipe bell ends.Lay pipe � with bells facing upslope and with spigot end entered fully into adjacent bell. 5. Apply and compact impervious fill material to raise low areas or where � unsatisfactory bearing soil may occur. B. Use increasers,reducerss, and couplings made for different sizes or materials of pipes and fittings being connected. � C. Exfiend piping to Catch Basin(drain tile on East side of salt sborage building shall drain inbo catch basin identified as"CB.3"and drun tile on North side of salt storage building , shall drain inta catch basin identified as"CB.2") or terminate piping in apron as indicated at outfall shown on drawings-refer to drawings Z�28,and 9/28. � Pa e 02711- 2 g HENNEPIN COLJNTY Orono Salt SWraee � March 22,2002 Project No.:0031569 Contract No.:0751 R2 DIVISION 02 Section 2711 Foundation Drainage Systems � 3.04 PIPE JOINT CONSTRUCTTON AND INSTALLATION � A.Join and install pipe fittings as indicated and according to the manufacturer and the following: � 1. Polyvinyl Chloride(PVC) Pipe and Fittings:Join and install sewer pipe and fittings with elastomeric seal gaskets according to ASTM D 2321. � 2. System Piping,Joints: Make joints using system manufacturer's seals and couplings, except where otherwise specified. , 3. Join piping made of different materials and dimensions with special coupluigs made for this application. Use couplings that are compatible with and that fit both pipe materials and dimensions. � 3.05 SOIL MATERIAL INSTALLATION A. As follows: , 1. Impervious Fill at Footings:Place impervious fill material on subgrade adjacent to bottom of footing after concrete footings have been cured and forms removed. � Place and compact impervious fill to dimensions indicated„but not less than 6 inches(150 mm)deep and 12 inches(300 mm)wide. 2. Filtering Material: Place supporting. layer of filtering material over compacted � subgrade where drainage pipe is to be laid to depth indicated or,if not indicated, to compacted depth of not less than 4 inches(100 mm). � 3. Drainage Fill:Place fill over drain piping after satisfactory testing and covering with filtering,material.Cover piping to width of at least 6 inches(150 mm)on each side and above top of pipe to within 12 inches(300 mm)of finish grade. � Place fill material in layers not exceeding 3 inches(75 mm)in loose depth,and compact each layer placed.Place one layer of asphalt-or taz-saturated roofing felt or synthetic drainage fabric,overlapping edges at least 4 inches(100 mm),over � drainage fill material. 4. Fill to grade: Place impervious fill material over compacted drainage fill.Place � material in loose-depth layers not exceeding 6 inches (150 mm).Thoroughly compact each layer.Fill to finish elevations and slope away from building. 3.06 FIELD QUALTTY CONTROL � A.Testing: Test drain piping with water or visually check piping to ensure free flow before � backfilling. Remove obstructions, replace damaged components, and repeat test until results are satisfactory. Place additional filtering material to depth of 4 inches (100 mm) around sides and top of drains after testing. � END OF SECT'ION..02711 � Page 02711 - 3 � HENNEPIN COLJNTY Orono Salt Stora�e, March 22,2002 Project No.:0031569 Contract No.:0751R2 � � DIVISION 02 Section 02900 - Landscaping , ' SECTION 02900 LANDSCAPING � PART 1.- GENERAL , Z.o1 WORK INCLUDED a. s�a��. � B. Sodding. D. Mulching and Edger. � 1.02 RELATED DOCUMENTS A. The drawings and provisions of the Contract including the General and Supplementary � Conditions,and Division 1-General Requirements Specification Sections,apply to the Work of this Section. 1.03 RELATED WORK � A. Section 01025-Measurement and Payment: Unit Costs. � B. Section 01300-Submittals: Recycled Materials Content Summaries. C. Section 02300-Earthwork:Finish Grading. , 1.04 SUBMITTALS A.Submit a soil fertility test of the planting soil for approval by the Architect prior to delivery � of soil to the project site.Test reports shall indicate the location of the source for soil. B. Upon completion of the work, submit to the Owner a description for the maintenance of � plant material. C. Contractor shall submit with each request for payment a summazy of the quantity of materials with recycled content utilized on the project. ' 1.05 QUALTTY ASSURANCE 1 A. For standard products, the manufacturer's analysis will be acceptable. For all other materials,analysis shall be by a recognized laboratory. � B.Soils shall be analyzed for their composition and fertility in sustaining plant growth and health. C. Seeding and sodding shall be furnished in the variety, size, grade and quality indicated. � Specifications and planting plans shall be strictly adhered to and no changes or substitutions will be allowed prior to bidding without written permission of the Owner. If discrepancies exist within the drawings, plan quantities shown shall supersede amounts � indicated elsewhere. 02900- 1 HENNEPIN COUNTY Orono Salt Storage � March 22,2002 Project No.:0031569 Contract No.:0751 R2 DIVISION 02 Section 02900 - Landscaping � D. All sodding shall be grown in accordance with good horticultural practices and shall be ' grown under climatic conditions similar to those in the locality of the project. E. Provide seed mixture in containers showing percentage of seed mix, yeaz of production, � net weight,date of packaging,and location of packaging. F. Planting, sodding and seeding shall be performed by personnel familiaz with planting � procedures and under the supervision of a qualified planting foreman. G. The growing season is herein defined as the period from June 1 to September 30. , PART 2.-PRODUCTS 2.01 USE OF RECYCLED MATERIALS ` A. Contractor is encouraged to incorporate recycled content and recyclable materials and � products wherever practical and appropriate for the Work. B. Materials and products with recycled content must meet the performance requirements for the specified product and must not negatively impact health, safety, or operational � efficiency. 2.02 MATERIALS � A. Sod: Approved nursery grade cultivated grass sod;of at least 70% live Kentucky Bluegrass mixture;with strong,fibrous root system;free from stones and burned or bare spots. � B.Seed Mixture: Lawn Grass Mix.MnDOT Mixture No.500. C.Seed Mulch:Oat or wheat straw,free from weeds. � D. Fiber Mat Weed Barrier: Nonwoven polypropylene or polyester fabric, 3 oz. per sq. yd. minimum. � D. Fertilizers: 1. Manure: Spent mushroom manure, a standazd waste product on the mushroom � industry, or cattle manure that is reasonably free of wood shavings, sawdust or other undesirable litter containing no chemicals or other ingredients harmful to plants.The manures shall be in a well rotted state. � 2. Commercial Fertilizer: A complete fertilizer, conforming to FS 0- F-241, Type 1, Grade A, part of the elements of which are derived from organic sources � containing the following percentages by weight: For Sodding and Seeding: 10% of nitrogen � 10% of phosphoric acid 10% of potash 3. Organic Fertilizer: An organic activated fertilizer containing a minimum of five ' percent nitrogen, three percent phosphoric acid and other basic elements by weight. 02900- 2 � HENNEPIN COLJNTY Orono Salt Stora�e Mar�b 22�2pp2 Project No.:0031569 Contract No.:0751 R2 � � DIVISION 02 Section 02900 - Landscaping 4. Deliver fertilizer mixed as specified in standazd size bags, showing weights, � analysis and name of manufacturer. Store in weatherproof storage place in such manner that it will be kept dry and its effectiveness not impaired. , E. Water: Shall be furnished by the Owner. The Contractor shall furnish all necessary hose, equipment, attachments, and accessories for the adequate watering of all planted areas as may be required to complete the Work as specified. �j F.Steel Edging:l/8k"Ryerson steel edger or approved equal. G. Wooden Pegs: Of sufficient size and length to ensure satisfactory anchorage of sod on slope � in excess of 2:1. H.It shall be the responsibility of the Contractor to determine required quantities of plants, as � no compensation will be made for error in plant quantities. � PART 3-INSTALLATION 3.01 INSPECTTON OF PLANT MATERIALS � A. Remove defective and rejected plants immediately from the project site. � 3.03 FERTILIZING SOD SUBSOIL A.Apply fertilizer at a rate recommended by manufacturer.Apply after fine grading and prior � to compaction.Mix thoroughly into upper 2 inches of topsoil. B.Lightly water to aid the breakdown of fertilizer. � C.Apply fertilizer wit�un 48 hours before laying sod. � 3.04 LAYIlITG SOD A. Lay sod as soon as possible after delivery to prevent deterioration. Sod within 72 , hours after final grading. B. Lay sod closely knit together with no open joints visible, and pieces not overlapped. Lay smooth and Ilush with adjoining grass areas, paving and top � surfaces of curbs. C. On slopes 2:1 and steeper, lay sod perpendiculaz to slope and secure every row with wooden pegs at maximum 2 feet on center. Drive pegs flush with soil � portion of sod. D. Immediately water sodded azeas after installaiion.Water in suf#icient amount to , saturate sod and upper 4 inches of soil. E. After sod and soil has dried sufficiendy to prevent damage, roll sodded areas to ' ensure good bond between sod and soil and to remove minor depressions and irregularities. Ensure rolling equipment weight not over 250 lbs. or less than 150 lbs. � 02900- 3 HENNEPIN COUNTY Orono Salt StoraQe � March 22,2002 Project No.:0031569 Contract No.:0751R2 DIVISION 02 Section 02900 - Landscaping � 3.05 SEEDING � A. Verify that prepared soil base is ready to receive seeding. If weeds, turf or other vegetation exist, clear site with a Glyphosate herbicide such as Round-up. Allow a minimum of 7 days � after application before resuming seeding operations. B.Beginning of installation means acceptance of existing site conditions. � C.Rake and level topsoil to eliminate rough,low,or soft areas,and to ensure positive drainage. D.Apply fertilizer in accordance with manufacturer's instructions. � E.Do not apply fertilizer at same time or with same machine as will be used to apply seed. F. Mix thoroughly into upper 4 inches of topsoil. � G.Lawn Seeding dates: � Spring: Apri130 to June 15. Fall: August 20 to September 15(prefened). H.Seed within 72 hours after tinal grading. � I. Mulch seeded areas with clean mulch. J.Water as necessary to promote gernunation. � K. Any plant material installed during typical off seasons (hot summer months or freezing winter months) shall be done at the Contractor's own risk and the Contractor shall replace � any plant material damaged due to these adverse conditions at no chazge to Owner. 3.07 PLANTING OPERATIONS � A.General: 1.The Contractor shall coordinate all aspects of the landscape operations with all aspects of i the site construction. The Work shall proceed as the indicated portions of the site become available, consistent with the seasonal limitations for landscape planting. 2.The Contractor shall be responsible for the damage to utilities construction,and sitework ' construction and shail bear the full cost to repair the damage. Accomplishment of repairs ahall be equal to the original installation prior to damage. Any damage shall be � immediately reported ta the Owner and repairs shall be approved by Owner before it is buried. 3. The Contractor shall stake azeas to be seeded and sodded and other planting areas and � secure the Owner's approval before starting excavation of same, making adjustments as necessary. Maintain all trench or grade stakes for work under other Sections for one month after construction � 3.09 MAIN'TENANCE A.Maintain sodded and seeded areas immediately after placement or until grass is well , established and exhibits a vigorous growing condition. Establishment to be verified with Owner. � 02900- 4 HENNEPIN COUNTY Orotto Salt Storaee March 22,2002 Project No.:0031569 Cornract No.:0751R2 � � DIVISION 02 Section 02900 - Landscaping B.Coordinate initial mowings of new sod with Owner. � C. Water sod when required and in sufficient quantities to prevent grass and underlying soil from drying out. ' D. Roll sod when required to remove minor depressions or irregularities. E. Control growth of weeds in sod. When using herbicides, apply in accordance with � manufacturer's instructions. Remedy damage resulting from negligent or improper use of herbicides. � F. Immediately repair or replace any sodded or seeded areas which show deterioration or bare spots. ' G.Protect sodded and seeded areas with warning signs during maintenance period. 3.10 INSPECTION FOR ACCEPTANCE ' A. Inspection of the landscaping work to determine completion of contract work, exclusive of the possible replacement of plants, will be made by the Owner and the Architect at the substantial completion. , B.Acceptance:After inspection,the Contractor will be notified in writing of acceptance of all work of this Section, exclusive of the possible replacement of plants subject to reinspection and guazantee, or if there are any deficiencies of the requirements for � completion of the work. C. Upon acceptance made by the �wner, the Contractor maintenance is ternunated and � the guazantee period begins. 3.11 GUARANTEE AND REPLACEMENT/FINAL ACCEPTANCE ' A.The guarantee is for a period of one year from date of acceptance by the Owner. B. At the end of the guazantee period, the Architect and Owner will reinspect all guaranteed ' work for Final Acceptance upon written request of Contractor. Request shall be received at least 10 calendar days before anticipated date for final inspection. ' C. Upon final inspection and reinspection of replacements or repairs necessary in judgment of the Owner. D. Weather conditions permitting the Contractor shall replace, without cost to Owner, and � within specified planting period, all dead plants, sod and seeding not in vigorous, thriving condition. Replacement shall closely match adjacent specimens of same species and shall be equal in size to previously planted specimens,including increased growth since planting. tE. If replacement plant material is not acceptable at end of a two-month period following replacement,Owner may elect subsequent replacement or credit for each item. � F. Contractor shall receive final payment only after all replacements have been made and approved. , C. Final acceptance in Part: Portions of lawns and/or plantings may be accepted in part upon Owner's concurrence. � END OF SECTION 02900- 5 HENNEPIN COLJNT'Y Orono Salt Storage ' March 22,2002 Project No.:0031569 Contract No.:0751 R2 DIVISION 03 Section 03300- Cast-In-Place Concrete � � SECTION 03300 ' CAST-IN-PLACE CONCRETE PART 1. GENERAL '� 1.01 CONDITIONS OF THE CONTRACT � A. The Conditions of the Contract (General,Supplementaiy,and Other Condiiions) and the General Requirements(Sections of Division 1)apply to the work of this section , 1.02 SUMMARY A. This section specifies cast-in-place concrete.including formwork,reinforcing,mix design, � placement procedures and finishes. 1. Foundations and footings. , 2. Retaining Walls. Length of poured concrete retaining wall extending westward from the building's northwest corner is 40 feet. Height varies,but its height to remain 2 feet above retained grade. Length of poured concrete retaining wall extending southwazd from the building's southeast corner is 90 feet. Height varies from 12 feet at the building, and , extending at that height for a 60' length, then slopes to 5' height at the south end,but its height to remain 2 feet above retained grade. B.Related sections: � 1. Division 3 Section: Architectural Precast Concrete,plant cast. 2. Division 3 Section:Tilt up Precast Concrefie,for tilt up products. , 3. Division 6 Section:Rough carpentry for wood formwork � 1.03 SUBMITTALS � A. Submit the following: 1. Product data for reinforcement,fornung accessories,admixtures,patching compounds, � waterstops,joint systems,curing compounds,dry-shake finish materials,and others as requested by Architect. 2. Shop drawings for fabricating,bending,and placing concrete reinforcement � 3. Laboratory best reporis or evaluation reports for concrefie materials and concrete aux � designs. 4. Written report to Architect for each proposed concrete nux at least one week prior bo start of concreting. Do not begin concrete production until mixes have been reviewed ' by Architect. a e 03300- 1 � Pg HENNEPIN COUIVTY Orono Sak Stora�e March 22,2002 Project No.:0031569 Contract No.:0751 R2 , ' DIVISION 03 Sec6on 03300- Cast-In-Place Concrete � 1.04 QUALTTY ASSURANCE A. Comply with provisions of ACI 301,Specifications for Structural Concrete for Buildings," ' ACI 318,"Building Code Requirements for Reinforced Concrete.and CRSI"Manual of Standard Practice. except where more stringent requirements are indicated. � 1. Concrete Testing Service:Engage a testing agency acceptable to Architect to perform materials evaluation fiesting and to design concrete mixes. a. Materials certificates signed by concrete producer and Contractor may be submitted ' in lieu of materials laboratory testing when acceptable to Architect. 1 PART 2. PRODUCTS 2.01 FORM MATERIALS ' A. Furnish form materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. ' 2.02 CONCRETE MATERIALS: � A. As follows: 1. Cement :ASTM C 150,normal-Type I Portland,unless otherwise indicated. t2. Fly Ash ASTM C 618<Type F. ' 3 Aggregates: ASTM C 33, except local aggregates of proven durability may be used when acceptable to Architect. 4. Water:Potable,not detrimental to concrete. � B. Admixtures: Provide admixtures that contain not more than 0.1 percent chloride ions ' 1. Air-Entraining Admixture:ASTM C 260. 2. Water-Reducing,Retarding,and Accelerating Chemical Admixtures:ASTM C 494 � 3.Ensure compatibility of each admixture with others used. C. Related Materials as follows: � 1. Vapor Retarder: Clear 8 Mil thick polyethylene. � 2. Absorptive Cover:Burlap cloth made from jute or kenaf,weighing approximately 9 oz. per sq.yd., complying with AASHTO M 182,Class 2. D. Mix Proportions and Design:Proporkion mixes complying with mix design procedures , specified in ACI 301-99. 1. Limit use of fly ash to not exceed 20 percent of cement content by weight. � a e 03300- 2 PS HENNEPIN COUNTY Orono Salt Storage ' March 22,2002 Project No.:0031569 Contract No.:O�S 1 R2 DIVISION 03 Section 03300- Cast-In-Place Concrete ' 2. Design mixes to provide norn�al weight concrete with the following properties: � a. Compressive strength as specified on drawings; water-cement ratio, 0.51 maximum(non-air-entrained),0.40 maximum(air-entrained). 3. Limit maximum wafier-cement ratio of concrete exposed fio freezing and thawing to � 0.45.Limit maximum wafier-cement ratio of concrete exposed to de-icing salts to.9.40. 4. Slump Lunits:Proportion arid design mixes to result in concrete slump at point of � placement as follows: a. Reinforced Foundation Systems:Not less than 1 inch and not more than 3 inches. � b. Other Concrefie:Not more than 4 inches, 5. Adjust mix designs when material chazacteristics,job conditions,weather,test results,or ` other circumstances warrant.Do not use revised concrebe mixes until laboratory test data and strength results have been submitted bo and reviewed by the Architect. 6. Use air-entraining admixture in exterior exposed concrete,providing,not less than 4.5 � percent nor more than 7 percent entrained air for concrete exposed to fireezing and thawing,and from 2 percent 104 percent for other concrete. � 7. Use wafier-reducing,accelerating,and retarding admi�ctures that have been tested and accepted in mix designs in strict rnmpliance with manufacturers directions. ' 8. Ready-Mix Concrete:ASTM C 94. 2.03 REINFORQNG MATERIALS , A. Reinforcing Bars:ASTM A 615,Grade 60(ASTM A 615M,Grade 400),deformed. B. Galvanized Reinforcing Bars:ASTM A 767(ASTM A 767M),Class II,2 oz./sq. ft. (610 , g/sq.m)zinc,hot-dip galvanized. C. In lieu of the above,epoxy-coated bars may be used,at Contractors option. , D. Steel-Welded Wire Fabric:ASTM A 185,plain,cold drawn. PART 3. EXECUTION � 3.01 FORMS , A. Formwork:Construct formwork so that concrete members and structures are of correct size, shape,alignment,elevation,and position.Select form materials to obtain required finishes. � 1. Maintain formwork tolerances and surface irregularities within ACI 3471imits,Class A tolerances for concrete exposed to view and Class C tolerances for other concrete surfaces. , 2. Provide openings in formwork to accommodate work of other trades.Accurately place and securely support items built into forms. , 3. Clean and adjust forms prior to concrete placement.Apply form release agents or wet forms as required.Retighten forms during concrete placement,if required to eliminate mortar leaks. � page 03300- 3 HENNEPIN COUNTY Orono Salt Stora�g ' March 22,2002 Project No.:0031569 Contract No.:0751R2 � DIVISION 03 Section 03300- Cast-In-Place Concrete ' 3.02 REINFORCEMENT A Accurately position and support reinforcement,and secure against displacement,. � Locate and support reinforcement to maintain minimum cover with metal chairs,runners, bolsters,spacers and hangers as required.Set wire ties with ends directed into concrete,not toward exposed concrete surfaces. ' 1. Install welded wire fabric in lengths as long as practicable;lap at least one full mesh and lace splices with wire. ' B. Joints: Locate and install construction,isolation,and control joints as indicated or required. Locate construction joints so they do not impair strength and appeazance of structure. Place. � isolation and control joints in slabs-on-ground to.stabilize differential settlement and prevent random cracking. ' C. Installation of Fmbedded Items:Set and build anchorage devices and other embedded items required for other work that is attached to or supported by cast-in-place concrete. Use setting diagrams, templates,.and instructions provided by others for locating and setting. � 3.03 CONCRETE PLACEMENT � A.Comply with ACI 304, Guide for Measuring, Mixing, Transporting, and Placing concrete, for placing concrete in a continuous operation within planned joints or sections. Do not begin concrete placement until other affected work is completed. ` 1. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping so that concrete is worked azound reinforcement and other embedded items and into forms. � 2. Protect concrete hom physical damage or reduced strength due to weather extremes during mixing,placing,and curing. � a. In cold weather comply with ACI 306. b. In hot weather comply with ACI 305. ' B. Finish of Footing Surface:As follows: 1. Float Finish:Apply float finish to monolithic footing surfaces when surface water has � disappeared and when concrete has stiffened sufficiently to permit use of IIoats. Consolidate-surface by hand-floating. a. Check and level surface plane to tolerances of F(F) 18 (floor flatness) and � F(L) 15 (floor levelness). Cut down high spots and fill low spots. Immediately after leveling,reIloat surface to a uniform, smooth, granular , texture. C. Curing: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather, apply an evaporation-control compound , according to manufacturer's instructions after screeding and bull IIoating,but before floating. 1. Begin initial curing as soon as free water has disappeared from exposed surfaces. � page 03300- 4 I�NNEPIN COUNTY Orono Sak Stora�e ' March 22,2002 Project No.:0031569 Contract No.:0751R2 DIVISION 03 Section 03300- Cast-In-Place Concrete � 2. Continue curing unformed concrete surfaces by water ponding, continuous fog , spraying, continuously wetted absorptive cover, or by moisture-retaining cover curing. Cure formed surfaces by moist curing until forms are removed. Keep concrete continuously moist for not less than 72 hours for high-eazly strength � concrete and 7 days for all other concrete. 3.04 FIELD QUALITY CONTROL � A. Perform sampling and testing during concrete placement as follows: 1. Sampling Fresh Concrete:ASTM C 172,except modi�ied for slump to comply with ASTM , C 94. a. Slump: ASTM C 143.One test at point of dischazge for each day's pour of each ' type of concrete. Additional tests when concrete consistency seems to have changed. b. Air Content: ASTM C 173, volumetric method for lightweight or normal ' weight concrete; AS.TM C 21, pressure method for normal weight concrete; one for each day's pour of each type of air-entrained concrete. c. Concrete Temperature: ASTM C 1064;one test hourly when temperature is 40 � deg F(4 deg C) and below,when 80 deg F (27 deg C) and above, and one test for each set of compressive-sirength-specimens. � d. Compressive Strength Tests:ASTM 39;one set for each day's pour exceeding 5 cu yd plus additional sets for each 50 cu yd more than the first 25 cu yd of each concrete class placed in any one day; one specimen tested at 7 days, two � specimens tested at 28 days, and one specimen retained in reserve for later testing,if required. 2. When frequency of testing will provide fewer than five strength tests for a given class of ' concrete, conduct testing. from attest five randomly selected,batches or firom each batch if fewer than five are used. � B. Test results will be reported in writing to Architect,Structural Engineer,ready mix producer, and Contractor witlun 24 hours after tests. Reports of compressive strength tests shall contain the Project identification name and number, date of concrete placement, name of concrete , testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength,and type of break for both 7-day tests and 28-day tests. � C. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. D.Additional Tests:The testing agency will make additional tests of in-place Concrete when test � results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Architect. Testing agency may conduct tests to determine ' adequacy of concrete by cored cylinders complying with ASTM C 42,or by other methods as directed. END OF SECTION 03300 ' e 03300- 5 � P� HENNEPIN COUNTY Orono Sah Stora¢e March 22,2002 Project No.:0031569 Contract No.:0751R2 , � DIVISION 03 Section 3450 - Architectural Precast Concrete-Plant Cast , ' SECTION 03450 ARCHITECTURAL PRECAST CONCRETE-PLANT CAST ' PART 1. GENERAL , 1.01 RELATED DOCUMENTS ' A. Drawin,gs and general provisions of the Contract,including General and Supplementary Conditions and Division I Specification Sections,apply to this section. 1.02 SUMMARY � A. This Section includes azchitectural precast concrete units,plant cast. ' B. Related Sections:The Eollowing Sections contain requirements that relate to this Section: 1. Division 7 Section"Water Repellents"for water-repellent finish treatments. � 2. Division 7 Section"Flashing and Sheet Metal" for flashing receivers and reglets. 3. Division 7 Section"Joint Sealants"for elastomeric joint sealants and sealant backings. ' 1.03 PERFORMANCE REQUIREMENTS ' A. Structural Performance:Engineer,fabricate,and install azchitectural precast concrete units to withstand design loads within limits and under conditions indicated. B. Engineering Responsibility:Engage a fabricator who utilizes a qualified professional � engineer to prepare design calculatians,Shop Drawings,and other structural data for architectural precast concrete units. ' 1.04 SUBMITTALS A.General: Submit each item in this Article according to the Conditions of the Contract and Division I Specification Sections. � B. Shop Drawings prepared by or under the supervision of a qualified professional engineer detailing fabrication and installation of azchitectural precast concrete units. Indicate member , locations, plans, elevations, dimensions, shapes, cross sections, and types of reinforcement, including special reinforcement. Include locations and details of hoisting points and lifting devices for handling and erection. ' 1. Indicate sepazate face and back-up mix locations and thicknesses. 2. Indicate welded connections by AWS standazd symbols.Detail loose,cast-in,and field , hardware inserts,connections,and joints,including accessories. 3. Indicate locations and details of anchorage devices that are to be embedded in other ' construction. 03450- 1 I�NNEPIN COUNTY Oroao Salt Stora¢e ' March 22,2002 Project No.:0031569 Co�ract No.:0751R2 DIVISION 03 Section 3450 - Architectural Precast Concrete-Plant Cast � 4 For architectural precast concrete units indicated to comply with performance and � appeazance requirements, include engineering analysis data sealed and signed by the qualified professional engineer responsible for their preparation. C. Samples for verification,approximately 4'by 4' by 2 inches,to illustrate quality of finishes, � colors,and textures of exposed surfaces of architectural precast concrete units. Architect and Owner to view sample panel at plant. ' D. Welder certificates signed by.Contractor certifying that welders comply with requirements specified under the"Quality Assurance"Article. , E. VOC compliance certificates signed by manufacturers certifying compliance of their products with regulations of authorities having jurisdiction over volatile organic compounds(VOCs). ' F. Design mixes for each concrete mix. G. Material certificates in lieu of agency test reports,when pernutted by Architect,signed by ' fabricator certifying that each material item complies with requirements. 105 QUALTTY ASSURANCE � A.Installer Qualifications: Engage an experienced Installer who has completed azchitectural precast concrete work similaz in material, design,and extent to that indicated for this Project � and with a record of successhil in-service performance. B. Fabricator Qualifications: Engage a firm experienced in producing architectural precast , concrete units similar to those indicated for this Project and with a record of successful in- service performance, as well as sufficient production capacity to produce required units without delaying the Work 1 .Fabricator must participate in the Precast/Prestressed Concrete Institute's (PCI) � Plant Certification Program and be designated a PCI Certified Plant for Group Al -Architectural Concrete. � 2. Fabricator shall be registered and approved by authorities having jurisdiction. C.Testing Agency Qualifications: To qualify for approval, and independent testing agency , must demonstrate to Architect's satisfaction, based on evaluation of agency-submitted criteria conforming to ASTM C 1077 and ASTM E 329, that it has the experience and capability to satisfactorily conduct the testing indicated without delaying the Work - � D.Professional Engineer Qualifications: A professional engineer who is legally authorized to practice in the jurisdiction where Project is located and who is experienced in providing ' engineering services of the kind indicated., Engineering services are defined as those performed for installations of precast concrete units that are similaz to that indicated for this Project in material,design,and extent. , E. PCI Design Standard: Comply with recommendations of PCI's MNL-120 "PCI Design Handbook- Precast and Prestressed Concrete" applicable to types of azchitectural precast units indicated ' F. PCI Quality-Control Standard: Comply with requirements of PCI's MNL-117 � 03450- 2 HENNEPIN COUNTY Orono Satt Storaee , March 22,2002 Project No.:0031569 Coutract No.:0751 R2 ' DIVISION 03 Section 3450 - Architechtml Precast Concrefie-Plant Cast � "Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products,"including manufacturing procedures and testing requirements,quality-control recommendations,and dimensional tolerances for types of units required. , G. ACI Publications:Comply with applicable provisions of the following ACI publications: 1. Ad 318(AQ 318M) 'Building Code Requirements For Reinforced Concrete." � H. Welding Standards:Comply with applicable provisions of AWS Dill "Structural Welding Code-Steel:and AWS 01.4 Structural Welding Code-Reinforcing Steel. ' 1. Certify that each welder has satisfactorily passed AWS qualification tests within the past 12 months for welding processes involved and,if pertinent,has undergone recertification. , I. Design modifications may be made as necessary to meet field conditions and to ensure proper fitting of the Work as acceptable to Architect. Maintain general design concept � shown without increasing or decreasing sizes of azchitectural precast concrete units or altering profiles and alignments shown.Revise and submit complete design calculations and Drawings prepazed by a qualified professional engineer when design modifications are required. , 1.06 DELIVERY,STORAGE,AND HANDLING , A. Deliver precast concrete units to Project site in such quantities and at such times to ensure continuity of installation-Store units at Project site to prevent cracking,distorting,warping, staining,or other physical damage,and so that markings aze visible. � B. Life and support units only at designated lifting or supporting points shown on Shop Drawings. , 1.07 SEQUENCING A. Supply anchorage items to be embedded in or attached to other construction without � delaying the Work.Provide setting diagrams,templates,instructions,and directions,as required,for installation. ' PART 2. PRODUCTS 2.01 FABRICATORS � A. Available Fabricators:Subject to compliance with requirements,fabricators offerin products that may be incorporated in the Work include: g , 1.MolinConcrete. 2.Welsh Concrete , 2.02 MOLD MATERIALS ' A. Forms:Provide forms and,where required, form-facing materials of inetal,plastic,wood, or another acceptable material that is nonreactive with concrete and will product required finish surfaces. ' 03450- 3 HENNEPIN COUNTY Orono Salt Storage � March 22,2002 Project No.:0031569 Contr�t No.:0751 R2 DIVISION 03 Sec�tion 3450 - Architectural Precast Concrete-Plant Cast � 2.10 MOLDS � A. Accurately construct molds,mortar tight,of sufficient strength to withstand pressures due to concrete-placing operations,temperature changes,and for pretensioning and ' defiensioning operaiions. B. Maintain molds to provide completed architectural precast concrete units of shapes,lines, and dimensions indicated,within fabrication fiolerances specified. � 2.11 FABRICATION A. Accurately position cast-in anchors,inserts,plates,angles, and other anchorage hardware S for attachment of loose hardware and secure in place during precasting operations.Locate anchorage hardware where it does not affect the position of the main reinforcement or the placing of concrete. ' B. Supply loose steel plates,dip angles,seat woes,anchors,dowels,cramps,hangers,and other hazdware shapes not provided by other trades necessary for securing architectural ' precast concrebe uniis to supporting and adjacent members. C. Cast in reglets,slots,holes and other accessories in architecturai precast concrete units fio receive windows,cramps,dowels,reglets,waterstops,flashings,and other similar work as , indicated.Coordinabe with other trades for installation of cast in ibems. D. Reinfarcement Comply with the recommendations of CRSI's"Manual of Standard , Practice"far fabricating,placing,and supporting reinforcement. 1. Clean reinforcement of loose rust and mill scate, earth,and other materials that reduce or destroy the bond with concrete. ' 2. Accurabely position,support,and secure reinforcement against displacement during mncrete placement and consolidation operations.Complebely conceal support devices to prevent exposure on finished surfaces.Do not use plastic-coated or uncoated metal , chair supports. 3. Place reinforcement bo maintain the specified minimum cover afber finishing. � Arrange,space,and securely tie bars and bar supports to hold reinforcement in posiiion while placing concrete.Direct wire tie ends away from finished,exposed concrebe surfaces. 4. Install welded wire fabric in lengths as long as practicable. Lap adjoining pieces at ' least one full mesh and lace splices with wire.Offset laps of adjoining widths fio prevent continuous laps in either direction. � E. Reinforce architectural precast concrete units to resist handling,transportation,and erection stresses. F. Pretension tendons for architectural precast,prestressed concrete uniis either by single- t strand tensioning method or multiple�trand bensioning method.Comply with MNL-117 requirements. ' G. Mix concrete according to MNL-117 and requirements of this Section. Following concrete botching,no additional water may be added. H. Place face mix fio a aunimum thickness afber consolidation of the greater of 2-inch or 1S � times the maximum aggregate size,but not less th�n the minimum reinforcement cover. , 03450- 6 HENNEPIN COUNTY Orono Salt Stora�e , March 22,2002 Project No.:0031569 Contract No.:0751R2 DIVISIOlOi 03 Section 3450 - Arrhit�tural Precast Concrete-Plant Cast C. Hot-Dip Galvanized Finish: For exterior steel items,steel in exterior walls,and items indicated for galvanizing,apply zanc caating by the hot-dip process,complying with ASTM A 123 or ASTM A 153 as applicaUle. I3. Galvauvzing Repair Paint:High-zinc-dust-content paint with dry film containixlg not less than 94 percent zinc dust by weight,and complying with DOD-P-21035A or SSPC-Paint 20. E. Welding�lectrodes:Coniply�rith AWS standaxds. R F. Accessories: Provide clips,hai�.gers,plastic shizns,and other accessories required to instal.l archit.ectural precast conerete units. 2.07 BTARING PADS A. Prrsvide bearing pads for architectural precast concrete units as fallows: 1. Elastomeric Fads: AA.SHTQ�M 251,plain,vulcanized, l0-0 percent polychloroprene (neoprene} elas#omer,inolded.to size or cut from a molcied sheet, 50 ta 7Q share A durameter,inii�:axnum tensile strength 2250 psi(15.5 MPa)per A5TMD 412. 2.08 GROiTT MATERIAL A. Nonmetallic, Nonshrink Grout: Premixed,nonmetallic,noncarrosive, nonstaining grout coz�taining selected silica sands,portland cement,shri�ilcage-campensating agenis,plasticizing end water-reduci.ng agen.ts, camplying with ASTM C 11Q7, of consistency suitable for applicaiion,and a.30-minute warking time. 2.09�C)NCRETE M[XES A. Prepare design mixes for each type af concrete required. S. Design mixes rnay be prepared by a qualified indep@ndent testing agency or by q�aalified architectural precast manufacturu�g plant personnel at architectixral precast fabricatars option. C. Limit water-soluble chlaride ions to the rnaximurn percentage by weight of cennent permitted by ACI 318(ACI 318M). D. Narma.l�Weight Conarete Pace and Back-up Mixes:Prapartion mixes by either labaratory trial.batch or field test data rnethods according ta AC7 211.1,using materials i�n be used on the Prajeet,tc�provade normal-weight concrete with th�e following properties: 1. Compressive Stre�,.gfih(28-Day):5000 psi(34.5 Mpa)minimum. 2. Maxi�nu.m Water-Cement Ratia at Point of Placemen�0,40. , E. Add air-entraining admixture at manufacturer's prescril�d rate to r.esult in normal-weight concrete at paint of placemeni having an air content camplyiilg with MNL-117 requ.irennents. P. Wat+�r Absorption: 12 to 14 percent by volume tested according ta MNti-117. G. Add air-entrai�iing admixtur.e at rnanufacturers pres�ribed rate to result in lightweight concrete at point af placem.ent havang an a'vr content cam.plying with MNL-�.17 aeqttirements. H. When included in d.eaign mixes,add other admixtu.res to concrete mixes according to rnanufacturer's directions. 0345U- 5 HENIV�FIN COUN['Y Orono Salt.Starage Murch 22,2(Hl2 Project No.:OU3]569 Contrnct Na.:U751 R.2 DMSION 03 Section 3450 - Atrhitectural Frecast Concrete-Plant Cast 2.03 REINFORCING MAT'�RIALS A. Reinforcin.g�ars:ASTM A 615,Grade 60(AST'M A 615M, Grade 400},de�ormed. }3. Galvanized Reinforcing Bars: ASTM�A 7b7(ASTM A 767M},Class II,Z oz./sq. ft. (610 g/sq.m)zinc,hot-dip gaivanized. C. In lzeu of the ab4ve,epoxy-coated bars may be used,at Confractors option. D. Steel-Welded Wire Fabric: ASTM A 185,piain,cold drawn. 2.04 PRESTRESSING T'F.NDONS (MaYtufaciurers option) A. Prestressing Strand:ASTM A 416,Grade 250 or 270,uncoated,7-wire,low-relaxati.on strarid. 2.05 CONCRETE MATERIALS A. Portland Cement: ASTM C].�,Type 1 or Type III. 1. Use only one brand, type,and color of cement from the same rnill throughout Project. 2. Standard gray portland cement may be used for back-up concrete. B. Narmal-Wei�ht Aggr.egates:ASTM C 33,with coarse aggregates rneeting Class 5S and MNL-117 requirements. ].. Face-Mix Caarse Aggregates:Selected,hard,and durable;free of material that reacts ��ith cement or causes staining. a.Gradation: Uni£ormly graded. 2. Face-Mix Fine Aggregates:Selected,natural or manufactured sancE of the same maEerial as coarse ag,gregate,unless otherwise acceptable to Architect. C. Coloring Agent:ASTM C 979,synthetic mineral oxide pigments or colored water-reducing admixtures,calor stable,nonfading,resistant to lime and other alkaii.. D. VVater Potable;free from deleterious material that may affect coior stability,setting, or strength of concrete. E. Air-Entraining Admixture:ASTM C 260,certified l�y manufacturer to be compatible,with other required adinixtures. F. Water-Reducing Admixture: AS'T1V1 C 494,Type A. 2.06 CONNECTION MEITBRIALS A. Steel Shapes and Plates:l�Sl'M A 36(ASTM A 36M}. B. Carboi�-Steel Bolts and Studs:ASTM A 307,Grade A(ASTM F 568, Property Qass 4.6); carbon-steel, hex-head bolts and stztds;carbon--steel nuts;and flat, uathardened steel washers. o3aso- a HENN�PIIY C�UNTY Qr000 Salt Storaee Ms�rch 22,2002 Project No.: 0031569 Contract No.:p75 I R2 ' DIVISION 03 Section 3450 - Architecturai Precast Concrete-Plant Cast ' I. Place concrebe in a continuous operation bo produce the desired bexture and color and to prevent seams or planes of weakness from developing in precast units.Comply with requirements of MNL-117 for measuring,mixing,transporting,arid placing rnncrete. ' 1. Place back-up concrete to ensure bond with face concrete. ' J. Thoroughly consolidate placed concrebe by internal and exbernal vibration without dislocating or damaging reinforcement and built-in items. Color must be uniform within concrefie panel.Use equipment and procedures complying with MNL-117. � 1. Comply with ACI 306R procedures for cold-weather concrete placement 2. Comply with AQ 305R procedures for hot weather concrebe placemen� � K. Identify pickup points of architectural precast concrete units and orientation In structure with pexmanent marlcings,complying with markings indicated on Shop Drawings.Imprint casting dafie on each architectural precast concrete unit on a surface that will not show in ' the finished structure. L. Cure concrete according to the requirements of MNL-117 by moisiure retention without heat or by accelerated heat curing,using low-pressure live steam or radiant heat and ' moisture. M. Delay detensioning architectural precast,prestressed concrete uni�s until concrete has ' reached its indicated minimum design release compressive strength as established by test cylinders cured under the same conditions as the concrete. ' N. Fabricate architectural precast concrebe units straight and true to size and shape with exposed edges and corners precise and true. 1. Edge and Corner Treatment Uniformly chamfered. ' 0. Discard architectural precast concrete units that are warped,cracked,broken,spelled, stained,or otherwise defective unless repaixs are permitted by Architect and meet ' requirements. 2.12 FABRICATION TOLERANCES ' A. Comply with the following overall height and width dimensional tolerances of Finished units measured at face adjacent to mold at time of casting: ' 1. 10 feet(3 m)or Less:Plus or minus 1/8 inch(3.2 mm). 2. 10-to 20 Feet(3 to 6 m):Plus 1/8 inch(3.2 mm),minus 3/16 inch(5 mm). 3. 20 to 40 Feet(6 to 12 m):Plus or minus 1/4 inch(6 mm.). ' 4. Each Additiona110 Feet(3m): Plus or minus 1/16 inch(1.6 mm)per 10 feet(3 m). B. Angulaz Deviation of Plane of Side Mold:Plus or minus 1/32 inch(0.8 mm)per 3 inch (76-mm)depth or plus or minus 1/16 inch(1.6 mm)total,whichever is greater. � C. Out of Square:Difference in length of two diagonal measurements oE 11/8 inch(3.2 mm)per 72 inches (1829 mm)or 1/2 inch(12 mm)total,whichever is greater. ' D. Thickness:Minus 1/8 inch(3.2 mm),plus 1/4 inch(6 mm). E. Locations of Reveals and Architectural Features.Plus or minus 1/8 inch(3.2 mm). i Q3450- 7 HENNEPIN COUNTY Orono Sah Storaee � March 22,2002 Project No.:0031569 Comract No.:0751R2 DIVISION 03 Section 3450 - Architectural Precast Concrete-Plant Cast , F. Other Dimensional Tolerances: Numerically the greater of plus or minus 1/16 inch , (1.6 mm)per 10 feet(3 m),or plus or minus 1/S inch(3.2 mm). 2.13 FINISHES A. Finish exposed-face surfaces or azchitectural precast concrete units as follows to � match Architect's design reference sample. 1. Smooth-surface finish free of pockets,sand streaks,and honeycombs,with , uniform color and texiure. 2. Textured-surface finish imparted by form liners or inserts to provide surfaces free � of pockets,streaks,and honeycombs,with uniform color and texture. 3. Finish exposed back surfaces of azchitectural precast concrete units by smooth, � steel-trowel 6nished. 2.14 SOURCE QUALIT'Y CONTROL ' A. The Owner may employ an independent testing agency to evaluate architectural Precast concrete fabricator's quality control and testing methods. ' 1. Allow Owner's test�ng agency access to material storage areas,concrete production equipment, concrete placement,and curing faciliiies.Cooperate with ' Owner's testing agency and provide saznples of materials and concrete mixes as may be requested for additional testing and evaluation. B. Quality-Control Testing:Test and inspect architectural precast concrete according , to MIL-117 requirements. C. Strength of architectural precast concrete units will be considered deficient when , they fail to comply with ACI 318(ACI 318M)requirements. D. Testing:When there is evidence that the strength of azchitectural precast concrete ' units may be deficient or may not meet ACI 318(ACI 318M)requirements,the Owner will employ an independent testing agency to obtain,prepare,and test cores drilled from hazdened concrete to determine compressive strength according to ASSTM C 42. , 1. A minimum of 3 representative cores will be taken from architectural precast concrete units of suspect strength, from locations directed by Architect. 2. Cores will be tested in an air-dry condition. ' 3. Strength of concrete for each series of 3 cores will be considered satisfactory if the average compressive strength is equal to at least 85 percent of the 28-day design compressive strength and no single core is less than 75 percent of the 28-day design compressive strength. ' 4. Test results will be made in writing on the same day that tests aze made,with copes to Architect,Contractor,and precast fabricator.Test reports will include the Project � identification nazne and number,date,name of precast concrete fabricator,name of concrete testing agency;identification letter,name,and type of architectural precast concrete unit or units represented by core tests;design compressive strength,compressive strengEh at break and type of break,corrected for length-diameter ratio,and direction of applied load to core , with respect to horizontal plane of concrete as placed. , 03450- 8 HENNEPIN COUNTY Orono Salt Stora¢e Marcb 22,2002 Project No.:0031569 Contract No.:0751R2 � ' DIVISION 03 Section 3450 - Architect�ural Precast Concrebe-Plant Cast ' E. Patching:Where core test results are satisfactory and azchitectural precast concrete units meet requirements solidly fill core holes with patching mortar and finish to match adjacent concrete surfaces. ' F. Defective Work:Discard architectural precast concrete units that do not conform to requirements,including strength,manufacfiuring tolerances,and finishes.Replace with ' architectural precast concrete units that meet requirements. PART 3. EXECUTION ' 3.01 EXAMINATION ' A. Examine substrates and conditions for compliance with requirements for installation tolerances,true and level bearing surfaces,and other conditions affecting performance of azchitectural precast concrete units.Do not proceed with installation until unsatisfactory conditions have been corrected. , B. Do not install azchitectural precast units until supporting concrete has attained minimum allowable design compressive strength. ' 3.02 INSTALLATION A. Install clips,hangers,and other accessories required for connecting architectural precast , concrete units to supporting members and back-up materials. B. Install azchitectural precast concrete units plumb,level,and in aligmment. I'rovide ' temporazy supports and bracing as required to maintain position,stability,and alignment as uruts aze being permanently connected. 1. Maintain horizontal and vertical joint alignment and uniform joint width as ' erection progresses. 2. Remove projecting hoisting devices and cement-grout fill recessed hoisting devices. � C. Anchor architectural precast concrete units in position by bolting,welding,grouting,or as otherwise indicated.Remove temporary shims,wedges, and spacers as soon as possible ' after anchoring and grouting are completed. D. Welding:Perform welding in compliance with AWS D1.1 and AWS D1.4,with qualified welders. ' 1. Protect azchitectural precast concrete units and bearing pads from damage by field welding or cutting operations and provide noncombustible shields as required. 2. Repair damaged steel surfaces by cleaning and applying a coat of galvanizing repair ' paint to galvanized surfaces. 3. Repair damaged steel surfaces by cleaning and repairing damaged painted surfaces. � E. At bolted connections use lock washers or other acceptable means to prevent loosening of nuts. F. Grouting Connections:Grout connections where required or indicated. Retain grout in ' place until hard enough to support itself. Pack spaces with stiff grout material,tamping until voids aze completely filled. Place grout to finish smooth,plumb,and level with adjacent concrete surfaces.Keep grouted joints damp for not less than 24 hours after initial , set. Promptly remove grout material from exposed surfaces before it hardens. 03450- 9 HENNEPIN COUNTY Orono Salt StoraQe ' March 22,2002 Project No.:0031569 Contract No.:0751R2 DIVISION 03 Section 3450 - Architectunl Precast Concrete-Plant Cast , 3.03 ERECTTON AND LOCATION TOLERANCES , A. Install azchitectural precast concrete units level,plumb,squaze,and true,without exceeding the recommended erection and location tolerances of MNL-117. ' B. Erection Tolerances:Install azchitectural precast concrete units so that each unit after erection mmplies with following dimensional requirements. ' 1. Concave or convex bowing of any part of a flat surface not to exceed length of bow/360,with a maximum of 1 inch(25 mm) and up to 30 feet(9 m). 2. Maximum warpage of 1 corner out of plane of other 3,the greater of 1/16 inch ' (1.6 mm)per 12-inch(300 mm)distance from nearest adjacent corner. C. Tolerances for location of Architectural Precast Units:Fabricate and erect azchitectural ' precast concrete units so that joints between units do not exceed the following alignment for exterior units is outside face. 1. Face width of joints: Plus or minus 1/4 inch(6 mm). ' 2. Joint taper: l/40 inch per 12-inch length(1:480),with maximum length of taper over 10 feet(3 m)of 1/4 inch(6 mm)> 3. Step in face: l/4 inch(6 mm). , 4. Jog in alignment of edges: l/4 inch(6 mm). 5. Jog in alignment of reveals 1/4 inch(6 mm). 6. Plumb in any 10 feet(3 m)of element height: l/4 inch(6 mm). ' 7. Variation from level:Plus or minus 1/2 inch(13 mm)in any 40-foot(12-rn)run. 3.04 REPAIRS ' A. Repair exposed exterior surfaces of architectural precast concrete units to match color, texture,and uniformity of surrounding concrete when permitted by Architect. B. Remove and replace damaged azchitectural precast concrete units when repairs do not meet ' requirements. 3.05 CLEANIlVG , A. Qean exposed surfaces of architectural precast concrebe units after erection to remove weld marks,other markings,dirt,and stains. ' 1. Wash and rinse according to azchitectural precast concrete fabricators recommendations. Protect other work from staining or damage due to cleaning operations. , 2. Do not use cleaning materials or processes that could change the appeazance of exposed architectural precast concrete finishes. END OF SECTION 03450 ' , , i 03450- 10 HENNEPIN COUNTY �rono Salt Stora�e , March 22,2002 Project No.:0031569 Contract No.:O�S 1R2 , DIVISION 06 Section 06105 - Miscellaneous Carpentry ' ' SECTION 06105 MISCELLANEOUS CARPENTRY ' PART 1. GENERAL , 1.01 CONDITTONS OF THE CONTRACT A. The Conditions of the Contract(General,Sup lementary,and Other Conditions)and the General Requirements(Sections of Division 1�apply to the work of this section. ' 1.02 GENERAL , A. This section includes the following: 1. Formwork. ' 2. Roof cants and blocldng. B.Submittals: , 1. Submit wood treatment data,including chemical treatrnent manufacturer's instructions for handling,storing,installing and finishing treated materials. ' PART 2. PRODUCTS ' 2.01 LUMBER,GENERAL A. Comply with DOC PS 20k and with applicable grading rules of inspection agencies certified by the American Lumber Standards Committee's(ALSC)Boazd of Review. Provide dressed � lumber.S4S,with each piece factory mazked with grade stamp of inspection agency. 1. Provide dry lumber with 19 percent maximum moisture content at time ' of dressing for 2 inch nominal(38 mm actual)thickness or less,unless otherwise indicated � 2.02 WOOD PRESERVATIVE-TREATED MATERIALS A. Comply with applicable requirements of AWPA C2(lumber)and AWPA C9 (plywood). Mazk each treated item with the Quality Mazk Requirements of an inspection agency , approved by ALSC5 Board of Review. 1. Pressure treat aboveground items with waterborne preservatives to a minimum ' retention of 0.251b/cu ft(4.0 kg/cu m).After treatment,kiln-dry lumber and plywood to a maximum moisture content of 19 and 15 percent,respectively. Treat indicated items and the following: ' a. Wood cants,nailers,curbs,equipment support bases,blocking, stripping,and similar members in connection with roofing,flashing, vapor barriers,and waterproofing. ' 06105- 1 HENNEPIN COUIVTY Orono Sait Storaee ' Marcb 22,2002 Project No.:0031569 Contract No.:0751R2 DIVISION 06 Section 06105 - Miscellaneous Carpentry ' 2.03 DIMENSION LUMBER ' A. Provide dimension lumber of grades indicated according to the ALSC National Grading Rule(NGR)provisions of the inspection agency indicated. ' B. Provide Construction or No.2 grade and any of the following species: 1. Species:Douglas fir-larch;NLGA. ' 2. Species: Hem-fir;NLGA,WCLIB,or WWPA. 2.04 FASTENERS ' A. Size and type indicated.Where miscellaneous carpentry is exposed to weather,in ground contact,or in area of high relative humidity,provide fasteners with a hot-dip zinc coating ' per ASTM A 153 or of Type 304 stainless steel. 1. Power-driven Fasteners:CABO NER-272. ' PART 3. EXECUTION , 3.01. INSTALLATION A. Set carpentry to required levels and lines,with members plumb,true to line,cut and fitted. ' B. Fit carpentry to other construction;scribe and cope as required for accurate fit.Correlate location of furring,nailers,blocking,grounds,and similaz supports to allow attachment of ' other construction. C. Securely attach carpentry work as indicated and according to applicable codes and , recognized standazds. 1. Table 23-1-Q-"Nailing Schedule" of the Uniform Building Code.Framing Standard: Comply with AFPA's"Manual for Wood Frame Construckion,"unless otherwise � indicated. END OF SECTION 06100 , � ' , , ' 06105-2 HENNEPIN COUlVTY Or�o Sak Stora¢e March 22,2002 Project No.:0031569 Contract No.:0751 R2 ' , DIVISION 07 Section 07180 - Water Repellents , ' SECTION 07180 WATER REPELLENTS � PART 1. GENERAL 1.01 CONDITIONS OF THE CONTRACT ' A. The Conditions of the Contract(General, Supplementary,and Other Conditions)and the General Requirements(Sections of Division 1)apply fia the work of this section. ' 1.02-SiTMMARY A. Work included: , 1. Application of water repellent to all interior wall surfaces of precast concrete. ' B. Relafied sections: 1. Division 9 Section-Painting." 2. Division 3 Seckion-"Architectural Precast Concrete." , 1.03 SUBMITTALS A. Submit the following: , 1. Product data including manufacturer's speaifications and application recommendations for water repel lefts for each surface indicated. , 1.04 QUALTTY ASSURANCE A. Regulatory Requirements: Comply with applicable rules of the pollution control ' regulabory agency having jurisdiction in dte project locale regarding volatile orgaxuc compounds(VOCs)and use of hydrocazban solvenis. ' B. Test Reports:Provide fiest results for water repellents on substrabe simulating project conditions as close as possible. Use same materials and methods of application to be used on the projec�t. ' PART.2. PRODUCTS , 2.01 WATER REPELLENTS A. Silane,40 percent Solids: Penetrating water repellent A monomeric compound , containing approximately 40 percent alkyttilalkoxysilanes with alcohol,mineral spirits,water,or other proprietary solvent carrier. B. Manufacturers ' 1. '�iYDROZO SILAIVE 40';by Chemrex,Inc Shakopee,Minnesota. C. VOGComplying Waber Repellents:Products certified by the manufacturer that they ' comply with local re ations controlling,use of volatile organic compounds. 07180- 1 HENNEI'IN COUNTY Orono Salt Storaee , March 22,2002 Project No.:0031569 Contract No.:0751R2 DIVISION 07 Section 07180 - Water Repellents ' PART 3. EXECUTION ' 3.0.1 PREPARATTON A. Clean substrabe.Remove laitance,dust,and curing materials,oil,or grease. ' B. Test for moisture content and pH.Follow manufacturer s recommendations. � C. Protect adjoining work. Cover adjacent and neazby surfaces including live plants and grass.Immediately remove water repellent from surface.s not intended fio receive treatmen� Comply with manufac�turer's recommendations for cleaning. , 1. Probect asphalt based products,such as roofing materials or plastic products,from overspray. ' 3.02 TEST APPLICATION A. Apply best patch in an unobtrusive location to demonstrabe final effect(visual, ' physical,and cheinical). 3.03 APPLICATION , A. Apply one or two saturation spray coats,following manufacturer's recommendations. B. Caullcing and sealant work may be done prior to or following the application of the , sealer.Sealant must be fully cured priox to application. C. Stir material well prior fio and periodically during application.Use a bairel stirring ' attachment on a power drill or a recirculating,pump for mixing.Rolling.of the container is not sufficient D. Surface air and material temperatures should be 20 deg F to 95 deg,F(7 deg.0 to 35 � deg C)during application.Do not apply Hydrozo0 Silane 40 VOC when fiemperatures are expected bo fall beLow 20 dog.F iQ7 dog.C�within 12 houxs..It is ' recoaunended to avoid rain for 4 hours following the application.Hydrozo�Silane 40 VOC may be applied fio slight[ydamp surfaces. E. On vertical surfaces:Apply from the bottom up for uniform distribution of the ' sealer.Apply to saturation,with a controlled rundown of 8 inches(20 cm). In certain cases,a mist coat before general application will help break the surface bension and ensure maximum penetration of saturation coat. ' 3.04 CLEANUP A Clean equipment with mineral spirits or xylene. ' B. Remove protective rnverings firom adjacent surfaces. 3.05 SAFETY PRECAUTIONS ' A. Hydrozo0 Silane 40 VOC contains isopropanol,n-octyl triethoxyoctylsilane. ' B.Risks: 1. Flammable liquid and vapor.Liquid may cause severe eye irritation;vapors may irritate eyes and respiratory trace. Harmful if inhaled or swallowed. ' 07180- 2 HENNEPIN COUNTY Orono 5alt Stora� March 22>2002 Project No.:0031569 Comract No.:0751R2 ' ' DIVISION 07 Section 07180 - Water Repellents ' C. Precautions: 1. Keep away from heat sparks or flame. Avoid contact with eyes and breathing ' vapors or mists. Wear safety glasses with side shields or goggles when handling. Keep container closed. Use local ventilation or appr respirabory protection to keep exposures below recommended exposure limits. Wash thoroughly after ' handling. 2. Residual vapor might explode on ignition. Do not cut,drill,grind, or weld on or neaz this container. IEND OF SECZTON 07180 ' ' ' 1 , � ' ' ' ' ' ' ' 07180- 3 HENNEPIN COUNTY Orono Sak StoraQe , March 22,2002 Project No.:0031569 Contract No.:0751R2 DIVISION 07 Section 07531-EPDM Single-Ply Membrane Roofing ' ' SECTION 07531 ' EPDM SINGLE-PLY MEMBRANE ROOFING ' PART 1. GENERAL 1.01 CONDITIONS OF THE CONTRACT , A. The Conditions of the Contract (General, Supplementary, and Other Condiiions) and the General Requirements(Sections of Division 1),apply to the work of this section. ' 1.02-SUMMARY A. This section includes loosely laid and ballasted sheet roofing. ' 1.03 PERFORMANCE REQUIREMENTS A. Install sheet membrane roofing and base flashing that are watertight,will not pernut , the passage of liquid water,and will wrthstand wind loads,externally induced movement,and exposure to weather without failure. ' 1.04 SUBMITTALS A. Product data for each type of roofing product specified and the following: ' 1. Shop Drawings detailing base Ilashings,membrane terminations,and tapered insulation with slopes. � 2. Product test reports indicating compliance of components of roofing system with requirements. 1,05 INSTALLER QUALIFICATIONS I A Engage an experienced installer to perfortn work of this Section who has specialized in ' installing roofing similar to that required for this Project and who is approved,authorized, or licensed by the roofing system manufacturer to install manufacturer's product. 1.06 FIRE-TEST-RESPONSE CHARACTERISTICS ' A. Provide roofing materials with the following fire-test-response ehazacteristics: 1. Exterior Fire-Test Exposure:Qass A;ASTM E 108, for application and slopes ' indicated. 2. Fire-Resistance Ratings:ASTM E 119,for fire-resistance-rated roof assemblies of which roofing materials are a part. ' 1.07 STANDARD ROOFING MANUFAC'TIJRER'S WARRANTY A. Submit a written warranty,without monetary limitation,signed by roofing system ' manufacturer agreeing to prompdy repair leaks resulting from defects in materials or worlananship for the period of 10 years. 07531 - 1 ' HENNEPIN COUNTY Orono Salt Storaee March 22,2002 Project No.:0031569 Contract No.:0751 R2 ' ' DIVISION 07 Section 07531-EPDM Single-Ply Membrane Roofing � PART 2. PRODUCTS 2.01 MATERIALS ' A. EPDM Sheet:Uniform,flexible sheet formed hom a terpolymer of ethylene-propylene diene,complying with ASTM D 4637,Type 1,of the following grade,class,thickness,and , exposed face color. 1. Grade and Class: Grade 1 and Qass U,unreinforced. 2. Thickness:45 mils(L1 mm),nominal ' 3. Exposed Face Color Black B. Awciliary Materials:Furnish auxiliary materials recommended by roofing system manufacturer for intended use and compatible with EPDM membrane roofing. ' 1. Sheet Flashing: 60-mi1-(2.5 mm-)thick EPDM,uncured or cured,according to application. ' 2. Bonding Adhesive: Manufacturer's standard bonding adhesive. 3. Splice Adhesive and Qeaner Single-component butyl splicing adhesive and , solvent-based splice cleaner. 4. Splice Primer and Tape(Contractor option):Manufacturer's standard synthetic rubber polymer primer and 3-inch-(75-mm-)wide minimum,butyl splice tape ' with release film. 5. Miscellaneous Accessories: Provide lap sealant,water cutoff mastic,metal ' termination bars,metal battens,fasteners,pourable sealers,preformed cone and vent sheet Ilashings,preformed inside and outside corner sheet flashings, T-joint covers,in-seam sealants,termination reglets,and other accessories. ' C.Perlite Boazd Insulation:ASTM C 728, 1 inch thickness. 1. Provide preformed, tapered insulation boazds where indicated and saddles, crickets, cants, and edge strips for sloping to drain. Fabricate tapered insulation ' with slope of 1/4 inch per 12 inches(1:48),unless otherwise indicated. D. Aggregate Ballast:Smooth,washed,riverbed gravel or other acceptable smooth-faced stone � that will withstand weather exposure without significant deterioration, and the following size: 1. Size:ASTM D 448,Size 2,ranging in size from 11/2 to 21/2 inches(38 mm to 63 mm). ' PART 3. EXECUTION , 3.01 INSTALLATTON A.Complete terminations and base flashings and provide temporary seals to prevent water ' from entering completed sections of the roofing system at the end of the workday or when rain is forecast. Remove and discazd temporary seals before beginning work on adjoining roofing. ' B. Install roofing insulation according to roofing system manufacturers and insulation manufacturer's written instructions. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends � between boards. Fill gaps exceeding 1/4 inch)(6 mm)with insulation. 07531 - 2 HENNEPIN COUNTY Orono Salt Storaee 1 March 22,2002 Project No.:0031569 Contract No.:0751 R2 DIVISION 07 Section 07531-EPDM Single-Ply Membrane Roofing ' 1. Attached insulation: Prime surface of concrete with asphalt primer at rate of 3/4 gal/sq ' ft,and allow primer to dry.Set insulation in a solid mopping of hot roofing asphalt applied within plus or minus 25 deg of equiviscous temperature and at a rate required by insulation manufacturer. C. Loosely laid and Ballasted Sheet Installation: Install EPDM sheet over azea to receive roofing ' according to roofing system manufacturers written instructions. Unroll sheet and allow to relax for a minimum of 30 minutes. Mechanically fasten or adhere perimeter of sheet roofing ' according to requirements of ANSI/RMAISPRI RP-4. 1. Apply aggregate ballast uniformly over sheet membrane at the rate required by roofing system manufacturer,but not less than the following,spreading with care to minimize ' possibility of damage to membrane.Lay ballast as membrane is installed,leaving roofing membrane ballasted at the end of the workday.Leave seams unballasted until inspecbed by roofing system manufacturer. ' a. Ballast Weight:131b/sq ft(65 kg/sq m),Size 2 aggregate at corners and perimeter, l0 lb/sq ft(50 kg/sq m),Size 4 a,ggregate elsewhere. D.Seams: Clean both faces of splice areas, apply splicing cement, and firmly roll side and end ' laps of overlapping sheets according to manufacturer's written instructions to ensure a watertight seam installation.Apply lap sealant and seal exposed edges of sheet tern►inations. , Apply a continuous bead of in-seam sealant before closing splice if required by roofing system manufacturer. E. Seams (Contractor's option): Qean and prime both faces of splice areas, apply splice tape, � and firmly roll side and end laps of overlapping sheets according to manufacturers written instructions to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of sheet terminations. ' 1. Repair tears, voids, and lapped searns in roofing that does not meet requirements. F. Install sheet flashings and preformed flashing accessories and adhere to substrates according ' to roofing system manufacturers written instructions. 1. Flash penetrations and field-formed inside and outside corners with cured or ' uncured sheet flashing as recommended by manufacturer. 2. Clean splice areas, apply splicing cement, and firmly roll side and end laps of � overlapping sheets according to manufacturer's written instructions to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of sheet IIashing terminations. ' 3. Terminate and seal top of sheet Ilashings. 3.02 PROTECTION AND CORRECTION ' A.Protect sheet membrane roofing from damage and wear during remainder of construction period.When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report,with copies to ' Architect and Owner. B. Correct deficiencies in or remove roofing that does not comply with requirements, repair ' substrates, reinstall roofing, and repair sheet flashings to a condition free of damage and deterioration ad the time of Substantial Completion and accordi.ng to warranty requirements. END OF SECT'ION 07531 � 07531 - 3 HENNEPIN COUNTY Orono Salt Storage ' March 22,2002 Project No.:0031569 Contract No.:0751R2 iDIVISION 07 Section 07620 - Sheet Metal Flashing and Trim ' ' SECTION 07620 SHEET METAL FLASHING AND TRIM � PART 1. GENERAL � 1.01 CONDITIONS OF THE CONTItACT A. The Conditions of the Contract(General,Supplementary,and Okher Conditions) and ' the General Requirements (Sections of Division 1), apply to the work of this section. 1.02 SUMMARY � A. This Section includes the following: 1. Roof edge fascia and cant flashing. � B. Related Sections � 1. Division 7 Section, "Single-Ply Membrane Roofing," 2. Division 7 Section, "Joint Sealants." 1.03 SUBMITTALS ' A. Product Data, Shop Drawings, and Samples for each item specified. � PART 2. PRODUCTS � 2.01 MANUFACTURERS A. SubJect to compliance with requirements, provide products by one of the following: � 1. Reglets: a. Fry Reglet Corporation. b. Hickman:W. P. Hickman Co. ' c. Keystone Flashing Company. 2.02 MATERIALS ' A.Galvanized Steel Sheet: ASTM A 526. G 90 (ASTM A 526M, Z 275}, commercial quality, or ASTM A 527, C 90 (ASTM A 527 M, Z 275), lock-forming quality, hot-dip galvanized, mill phosphatized where indicated for painting; not less than 0.0396 inch (1.0 mm) thick, unless � otherwise indicated. B. Sheet metal work exposed to view noted on drawings as clad metal, fascias,roofing, copings, ' flashings,etc.,shall be "Colorkiad"prepainted metal,24 gauge galvanized steel ASTM A446- 69, Grade A)primed and finished one side,with fluoro-polymer coating,Duaranar 200, with strippable plastic protective film, with 20-year written warranty-smooth surface, color to be selected. � 07620- 1 HENNEPIN COUNTY Orono Sah Storaee , March 22,2002 Project No.: 0031569 Contract No.:0751R2 DIVISION 07 Section 07620 - Sheet Metal Flashing and Trim i 2.03 MISCELLANEOUS � A. As follows: 1. Solder.ASTM B 32,Grade Sn50. � 2. Fasteners:Noncorrosive metal. Match finish of exposed heads with material being fastened. � 3. Asphalt Mastic:SSPC Paint 12, asbestos free,solvent type. 4. Roofing Cement:ASTM D 4586,Type I, asbestos free,asphalt based. 5. Mastic Sealant:Polyisobutylene;nonhazdening,nonskinning,nondrying, norunigrating sealant. � 6. Elastomenc Sealant:As specified in Division 7 Section, "Joint Sealants." 7. Epoxy Seam Sealer 2-part,noncorrosive,aluminum seam cementing compound. 8.' Adhesives:Type recommended for waterproof and weather resistant seaming and � adhesive. 9. Qips,Straps,Anchoring Devices,and Similaz Accessories:Compatible with material being installed. � 2.04 FABRICATION A. Fabricate sheet metal Ilashing and trim to comply with recommendations of SMACNA's � "Architectural Sheet Metal Manual"that apply to the design,dimensions,metal,and other characteristics of the item indicated. � 1. Gutters: "Colorklad"-24 gauge. 2. Downspouts: "Colorkiad"-24 gauge. � 3. Conductor Heads: "Colorklad"24 gauge. B. Shop Finish,Rain Damage: "Colorlciad"-24 gau e.Baked-on-shop finish on gutters, downspouts,and similaz exposed units;l.0 mil�0.025 mm)dry film thckness.Color to � match fascia. PART 3. EXECUTION , 3.01 INSTALLATION � A. Comply with manufacturer's instructions and SMACNA's"Architectural Sheet Metal Manual".Allow for thermal expansion;set true to line and level as indicated.Install work with laps,joints,and seams permanentty watertight and weatherproof;conceal � fasteners where possible. 1. Roof-Edge Flashings:Secure metal flashings at roof edges according to FM � Loss Prevention Data Sheet 1-49 for specified wind zone. B. Expansion Provisions:Provide for thermal expansion of exposed sheet metal work � Space movement joints at maximum of 10 feet(3 m)with no joints atlowed within 24 inches(610 mm)of rnrner or intersection.Where lapped or bayonet-type expansion provisions in Work cannot be used or would not be suHicienfly weatherproof and waterproof,form expansion joints of intermeshing hooked flanges,not less than 1 inch , (25 mm)deep,filled with mastic sealant(concealed within joints). � 07620- 2 HENNEPIN COiTNfY Orono Salt Storage March 22,2002 Project No.:0031569 Contract No.:0751R2 ' ' DIVISION 07 Section 07620 - Sheet Metal Flashing and Trim � C. Soldered Joints: Clean surfaces to be soldered,removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1-1/2 inches (38 rnm)m except where pretinned surfaces would show in finished work ' D. Sealed Joints: Form nonexpansion,but movable,joints in metal to accommodate elastomenc sealant to comply-with SMACNA standards. Fill joint with sealant and , form metal to comply metal to completely conceal sealant. E. Seams;Fabricate nonmoving, seams in sheet metal with flat-lock seams.Tin edges to be seamed, form seams,and solder. � F. Separations: Separate noncompatible metals or corrosive substrates with a coating of asphalt mastic or other permanent separation as recommended by manufacturer. ' 3.02 CLEANING AND PROTECTION ' A, Clean exposed metal surfaces,removing substances that might cause corrosion of inetal or deterioration of finish. � B. Provide final protection and maintain conditions that ensure sheet metal flashing and trim work during construction is without damage or deterioration other than natural weathering at the time of substantial completion. � END OF SECTION 07620 � � ' � � , � � ' 07620- 3 HEI�INEPIN COUNTY Orono Salt Storaee � March 22,2002 Project No.:0031569 Contract No.:0751R2 DIVISION 07 Section 07901 - Joint Sealants , � SECTION 07901 � JOINT SEALANTS PART 1. GENERAL � 1.01 CONDITIONS OF THE CONTRACT � A. The Conditions of t�e Contract(General,Supplementary,and Other Conditions)and the General Requirements(Sections of Division 1)apply to the work of this sec�tion. 1.02 SUMMARY , A. This section includes joint sealants for the following locations: ' 1. Joints between archibectural precast concrebe panel units. 2. Joints in sheet metal work. � 3. Joints between precast roof planks. B. Relafied sections: 1. Division 7 section,"'Sheet Metal Flashing and Trim." � 2. Division 3 section, "Precast Concrete." 1.03 SUBMTTTALS � A. In addition to product data,submit the following: 1. Samples of each type and color of joint sealant required � 2. Certified test reports for joint sealanfs evidencing rnmpliance with requirements. PART 2. PRODUCTS � 2.01 COMPATIBILTTY � A. Provide joint sealants,joint fillers,and other relafied materials that are compatible with one another and with joint substrates under service and application conditions,as demonstrated by testing,and field experience. , 2.02 COLORS ' A. Provide color indicated,of exposed joint sealants or,if not otherwise indicabed,as selected by Archifiect from manufacturer's standard colors. � 2.03 ELATOMERIC SEALANT STANDARD A. Provide manufacturer's standazd chemically outing,elastomeric sealant of base polymer � indicated complying with ASTM C 920 requirements. 07901 - 1 � HENNEPIN COUNTY Orono Salt Stora¢e March 22,2002 Pro�ect No.:0031569 Contract No.:0751R2 � ' DIVISION 07 Section 07901 - Joint Sealants ' 1. One-Part, Mildew-Resistant Silicone Sealant for Use T:T e S;Grade NS;Class 255; YP Uses T,M,and 0 with the additional capability,when tested per ASTM C 719, to ' withstand the following percentage changes in joint width as measured at time of application and still comply with other requirements of ASTMC920: ' a. 50 percent movement in both extension and compression for a total of 100 percent movement. ' 2.04 SEALANT BACKINGS, GENERAL A. Nonstaining;compatible with joint substrates,sealants,primers,and other joint fillers; approved for applications indicated by sealant manufacturer based on field experience and ' laboratory testing. 1. Plastic Foam Joint Fillers:Preformed, compressible,resilient, nonwaxing, ' nonextruding strips of plastic foam of material indicated below, and of size, shape, and density to control sealant depth and otherwise contribute to producing optimum sealant performance. ' 2. Closed-cell polyethylene form,nonabsorbent to liquid water and gas, nonoutgassing in unruptured state. 3. Bond-Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing bond between ' sealant and joint filler or other materials at back of joint. 2.05 PRIMER iA. As recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated. ' PART 3: EXECUTION � 3.01 GENERAL A. Comply with joint sealant manufacturers instructions applicable to products and � applications indicated. B. Sealant Installation Standard: Comply with ASTM C 1193. � END OF SECTION 07901 , � � � 07901 - 2 � HENNEPIN COtJNTY Orono Sait Storase March 22,2002 Project No.:0031569 Contract No.:0751R2 DIVISION 09 Section 09900 - Painting , , SECTION 09900 � PAINTING PART 1. GENERAL � 1.01 CONDITIONS OF THE CONTRACT A. The Conditions of the Contract (General, Supplementary, and Other Conditions, and � the General Requirements(Sections of Division 1)apply to the work of this section. 1.02 SUMMARY , A.This section includes the furnishing and installation of the water repellents products � specified in Section 07180. B. Related sections: 1. Division 3 Section-"Architectural Precast Concrete." ' 2. Division 7 Section- "Water Repellents." C. This section includes surface preparation and field painting of exposed exterior and , interior items and surfaces. 1.03 SUBMITTALS , A. For each paint system specified,provide the following: 1. Material List: Provide an inclusive list of required coating materials. Indicate , each material and cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and � general classification. 2. Manufacturer's Information: Provide manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material proposed for use. , 1.04 BENCHMARK SAMPLES(MOCKUPS) A. Provide a full-coat benchmazk finish sample of each type of coating, and substrate ,' required on the Project.Comply with procedures specified in PDCAP5. 1. The Architect will select one surface to represent surfaces and conditions for ' each type of coating and substrate to be painted.After permanent lighting and other environmental services have been activated, apply coatings in this room or to each surface as specified. � a. After finishes are accepted,the Architect will use the room or surface to evaluate coating systems of a similaz nature. � B. Deliver materials to the Project Site in manufacturers original,unopened packages and containers bearing manufacturer's name and label. 09900- 1 ' HENNEPIN COIIIVTY Orono Salt Storage March 22,2002 Project No.:0031569 Contract No.:0751 R2 � � DIVISION 09 Section 09900 - Painting � C. Store materials not a use in tighdy covered containers in a welt-ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain containers in clean condition, free of foreign materials and residue. Protect from freezing. Keep storage � area neat and orderly. Remove oily rags and waste daily. Follow manufacturer's recommendations for fire safety precautions. D.Project Conditions: Do not apply paint in snow,rain, fog,or mist, or when the relative ' humidity exceeds 85 percent, or at temperatures less than 5 deg F (3 deg.C) above the dew point, or to damp or wet surfaces. , PART 2. PRODUCTS A. Provide materials as specified in. Section 07180. � PART 3. EXECUTION ' 3.01 PREPARATTON A.Examine substrates, areas, and conditions under which painting will be performed for ' compliance with paint application requirements. Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. � B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease before cleaning.. Schedule cleaning and painting, so dust and other contaminants from � the cleaning process will not fall on wet, newly painted surfaces. C..Surface Preparation: Clean and prepare surfaces to be painted according to � manufacturer's written instructions for each particular substrate condition. 1. Cementitious Materials: Remove efflorescence, chalk, dust,dirt, grease,oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers ' have been used to irnprove curing,use mechanical methods of surface preparation. Use abrasive blast-cleaning methods if recommended by paint manufacturer. ta. Deternune alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish � paint to blister and bum, correct this condition.Do not paint surfaces where moisture content exceeds that permitted in manufacturer's written instructions. 3.02 APPLICATION � A.Apply according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. , 1. Do not apply over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to absorption of a durable film. ' 2. The term exposed surfaces: includes areas visible when permanent or built- in items are in place. Extend coatings in these areas, as required,to maintain the system integrity and provide desired protection. � 09900- 2 HENNEPIN COUNTY Orono Salt StoraQe , March 22,2002 Project No.: 0031569 Contract No.: 0751R2 DIVISION 09 Section 09900 - Painiing � 3.03 SCHEDULING PAINTING ' A.Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for application as soon as practicable after prepazation and before subsequent surface , deterioration. Allow sufficient time between successive coats to pernut proper drying. Do not recoat surfaces until first coat has dried and where application of another coat does not cause , the undercoat to lift or lose adhesion. 3.04 APPLICATION PROCEDURES � A. Apply paints and coatings by spray, or other applicators according to manufacturer s written instructions. ' 3.05. CLEANUP A.At the end of each workday, remove empty cans, rags, rubbish, and other discazded � materials from the site. B. Protect work of other trades, whether being painted or not, against damage by ' painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. 3.06 SAFETY PRECAUTIONS � A Refer to Section 07180 for specific recommendations of materials supplier. END OF SECTION 09900 � � � � � ' ' ' 09900- 3 , HENNEPIN COUNTY Orono Salt Stora�e March 22,2002 Project No.:0031569 Contract No.:0751R2 ' ' � ELECTRICAL SPECIFICATIONS , FOR: ' SALT STORAGE BUILDING ORONO, MINNESOTA ' ARCHITECTS � L.G. FULOP ARCHITECTS & PLANNERS ' 6650 VERNON AVE. SO SUITE 117 MINNEAPOLIS, MN 55436 1 (612) 930-0043 � ENGINEERS STEEN ENGINEERING, INC. , 5650 NORTH LILAC DRIVE BROOKLYN CENTER, MN 55430 (763) 585-6742 � I hereb certi that this lan, specification or report was prepared by me or under my direct Y fY P supervision and that I am a duly registered Professional Engineer under the laws of the State of � Minne ota. � Steven M. Youngs Registration No. 16544 � % , , ' ' � � � � � � � � � � � � � � � � � � � � N O �V � M , . _ . x � � . . . �a �3e, '� y��+ .s, . - y � .,�., ��' . . , . . � .1✓1 . . . i yu� . � �r � :. . � . , . '.�'?sA .F4M��r��x�,. .""�k.''`�' ��r� y h #€` a:�. ,"::rr�'51�"�y `��t� � .' , � �°x�'��' .: P d'w' .z".' � c�r,1 r^ ;�A ,�� . , ,:, �� s� c �, � � �,'°� fl � �.�`� J �'.�' '�� '� � 3�` a-r a;..n ' �...� �;�yra'�' '� � :� z. t .. "' _ ,"-�'�� , a ' ' 4+, ..,a,...,. ,rw.,.. . sr„ . ._._ . .._ . , _.. a. . . . .. ,_. . .�,�... .. .-u_�'�' � . �,�a .m.,- . .,,,...,� . E.�. .,,.,.�.. .. ,.� . �.. � , � . . , ., _. . ,. ... .,,.: .. . . ... , . . _... . . u �� W A v� _ � � Ca , p � h w � ^ �..� � w a >C �� Q c7 (� � � � � � � � U o � W `-' Q '-� �, � a `i' `i' - C7U a zz � Q �" � � � � � � � ¢ � w ¢ � o � wz � � �, � v � w V a x � � � z Q � � � w `� � v� d � � W � zz � z c � � zxxx W � c� c� „a cw.7h � ° � 3 �3aQ, a � a w 0 0 0 0 0 0 0 0 0 0 �--� �t �/'� � N M �t �O O O O O O •--� � � � � M O� � � � � � � � � � � .—� .—. .—.. ,--. .--� �, .--, a--� .—, r-, zzzzzzzzzz 0000000000 � � � � � � � � � � � HHHHH � � HHH o UUUUUUC� UUU �` W W W W W W W W W W � v� cn v� v� vl v� �a cs� cr� v� o � SECTION 16010 ' GENERAL CONDITIONS � 1.00 GENERAL A. General and Supplementary conditions within Division 1 are hereby incorporated ' and become part of these Specifications, covering all work in Division 16000, Electrical. ' B. Contractors shall familiarize themselves with all Architectural, Structural and Ivlechanical Drawings and Specifications. These Drawings and Specifications, as they affect the electrical installation, shall become part of Division 16000 ' Contract Documents. � C. The Electrical Drawings and Specifications shall form a set of Plans for the electrical work. Neither the Drawings nor the Specifications shall be complete without the other. Any item shown on the Drawings or specified in the , Specifications shall be considered as shown and specified on both. D. Any questions regarding the intent of the Drawings or Specifications shall be � brought to the Engineer's attention as soon as possible. If direction from the Engineer cannot be obtained due to time or communication limitations, the greater quantity, higher quality or condition most favorable to the Owner shall be ' assumed. 1. The drawings and specifications are complementary to one another. If anything is shown on the drawings or specified in the specifications it ' shall be considered to be in both and included in the contractors bid. E, Electrical Drawings are diagrammatic and are intended to show approximate ' locations only. The Contractor shall thoroughly review all Architectural, Structural and Mechanical Drawings and Specifications. Placement of electrical � equipment and devices shall not interfere with locations or clearances of other trades' materials or equipment. Contractor shall submit a 1/4" scale drawing to the Engineer for approval of all electrical rooms indicating placement of all ' mechanical and electrical equipment. F. The following terms used in the Drawings and Specifications shall be defined as � follows: 1. Contractor: Shall mean Electrical Contractor or any of their Subcontractors. ' 2. Work: Shall mean labor and/or materials of the Electrical Contractor or any of their Subcontractors. 3, �urnish: Shall mean purchase, submit for Engineer approval, coordinate ' vvith Contract Documents and deliver to site in new, undamaged condition. , 052501 LGF102 3/14/02 16010 - 1 ' � � 4. Install: Shall mean to schedule for delivery, deliver or have delivered to r � the site, store as directed, protect from damage, set in place, make all ': necessary final connections, test as required and turn over to the Owner in � full operating condition. , ' S. Provide: Shall mean furnish and install. 6. Connect: Shall mean to bring electrical service and/or control wiring to � equipment, make all final connections, provide all necessary ! miscellaneous materials required and do final check out to ensure proper equipment connections. , G. The Contractor shall visit the site and familiarize themselves with the conditions affecting Division 16000 work. No additional costs to the Owner shall be allowed 1 for items verifiable during site visits. �-I. The Contractor shall provide office space and storage for materials and equipment ' supplied as required. Location shall be as directed by the General Contractor or the Architect/Engineer. � �. The Contractor shall be a licensed contractor in the State that the project is being constructed and shall employ all Licensed Professional Tradesmen required for ' each type of work covered under these Drawings and Specifications. J. The Contractor shall procure all necessary certificates and permits and pay all � required fees. Utility costs, if any, shall also be the responsibility of the Contractor. Contractor shall furnish a certificate of final inspection and approval from all enforcement agencies to the Owner. � K. The work included under Division 16000 shall consist of furnishing all labor, materials, equipment, tools and services for the complete installation of the ' Electrical System as indicated on the Drawings and called for in these Specifications. ' L. Specific materials and equipment specified is intended to establish a minimum standard of required quality. Where specified materials and equipment fail to � meet minimum standards of existing federal, state and local codes and ordinances, the governing codes and ordinances shall prevail. 1�1. The Contractor shall furnish and install all minor miscellaneous materials , necessary for the complete electrical installation. N. Within fifteen days after the award of the Contract, the Contractor shall submit for ' ap�roval eight sets of shop drawings on all major electrical equipment. These shop drawings shall cover such items as lighting fixtures, lamps, disconnects, ' fuses, starters, MCC sections, switchgear, devices, plates, panels, contactors etc. The Contractor shall thoroughly review each item for compliance with these . Specifications prior to submitting them to the Engineer, making any necessary � corrections. Each shop drawing set shall be stamped, signed and dated indicating Contractor review. If the Contractor fails to properly review shop drawings, the ' 05250Y LGF102 3/14/02 16010 - 2 , , Contractor shall reimburse the Engineer for all additional reviews on a time and material basis. No equipment shall be released for shipment or installed prior to ' final approval by the Engineer. O. The Contractor shall provide all necessary temporary power and lighting to allow ' other Contractors and Subcontractors to perform their work. Prior to submitting a bid for this Project, contact the General Contractor to determine the type of equipment to be used in the performance of the work. The Electrical Bid shall ' include all labor and materials required to provide and maintain a complete temporary power and lighting system. � P. The Contractor shall regularly clean their work area of debris. Removal of all Contractor generated debris and rubbish caused by their work shall be at the Contractor's expense. � . The Contractor shall ro erl rotect all e ui ment from da r' Q p p y p q p mage du ing , construction. Thoroughly clean all fixtures, equipment, panels and other supplied materials. Make all necessary repairs and apply touch up paint as required prior to final inspection and contract close out. ' R. All work and materials shall comply with the latest edition of the National Electric Code and all other applicable state and local codes. ' S. Contractor shall provide all material and wiring methods as required by the National Electric Code for each environment as indicated on the architectural ' drawings, i.e. explosion proof, wet or damp locations, caustic or corrosive conditions, etc. ' T. Materials and equipment shall be installed in a neat and workmanlike manner by skilled craftsmen. ' U. Delivery of all materials and equipment shall be in accordance with the overall Project schedule. The Contractor shall closely coordinate all deliveries with other , Contractors and the Engineer. V. For materials and equipment specified by description only, the Contractor shall , provide materials or equipment suitable for the purpose intended. These shall be in conformance with all governing codes, these Specifications and normal trade practice. � W. For materials or equipment specified by manufacturer's name and catalog number, the Contractor shall provide the item specified. The Contractor may ' submit materials and equipment for prior approval to the Engineer. All prior approvals must be received by the Engineer at least seven working days prior to bid, ' Xe T'he Contractor shall full instruct the Owner in the o eration of electrical Y P ' equipment prior to final close out. 052501 I,GF 102 3/14/02 16010 - 3 ' � Z'. T'he Contractor shall provide and maintain an "As Built" set of bluelines on site, neatly notating routing, location or other changes to the Contract Documents. , Upon Project completion and prior to final close out, turn the "As Built" drawings over to the Owner. Z. The Contractor shall guarantee all materials and equipment to be free of defects ' that may develop in any part of their work, caused by faulty workmanship, material or equipment failures, for a minimum of one year from the date of final , acceptance of the work or for as long as normal equipment manufacturer warranties are in effect. AA. Upon completion of the work shown and specified under Division 16000 and � prior to final close out of the Project, the Contractor shall verify in writing that each circuit and all systems are 100% complete and operating properly. This � notification shall include copies of all Subcontractor notifications. BB. The Contractor shall deliver two sets of O&M manuals to the Engineer prior to , final close out. O&M manuals shall consist of approved shop drawings, manufacturer's bulletins, equipment manuals, a list of manufacturers with � telephone numbers for all equipment that contains replaceable parts and all other data covering the care, maintenance and operation of each piece of furnished equipment. O&1VI manuals shall be neatly bound in 3-ring binders, contain an ' index and section tabs and be labeled with the Project name. CC. The Contractor shall be responsible for all deficiencies that may exist from the use , of substitute products, including additional required work. All dimensions and characteristics of substitute products shall be verified and coordinated with all affected trades and Subcontractors. Required changes and modifications to the , work of any other trades or Subcontractors incurred from using accepted substitute products shall be coordinated and performed by the Contractor at no � additional cost to the Owner. DD. Upon notification by letter, personal contact or telephone conversation of a ' problem with the electrical system, the Contractor shall respond within one week, making repairs or corrections as necessary. After all repairs and corrections are complete,the Contractor shall notify the Engineer. ' EE. At the option of the Owner and prior to the award of the contract, the Contractor shall provide a 100% performance bond. The cost of this bond shall be added to � the contract amount. FFa Electrical Contractor shall coordinate routing of all conduit and wire within soffits , being provided by the General Contractor. This contractor shall �rovide all soffiting required to cover installations not coordinated or specifically approved by the Architect and Engineering. ' END OF SECTION , 05250� LGF 102 3/14/02 16010 - 4 , ' SECTION 16040 , TRENCHING AND BACKFILLING , Y.00 GENERAL A. The Contractor shall perform all excavation, boring, drilling, backfilling, ' compaction and surface repair to install a complete underground electrical system as shown on the Drawings and as called for in these Specifications. ' �� All conduit and direct buried cable shall be installed a minimum of 24" below finished grade. Trench shall be graded level to provide uniform support for each section of conduit. Excess excavation below required level shall be backfilled and , compacted to 98%prior to conduit or direct buried cable installation. C. All debris and water shall be removed from the trench prior to final installation of ' conduit or direct buried cable. Properly protect conduit or direct buried cable until backfilling can be performed. , D. The Contractor shall backfill all excavations performed for their work. Inspection of all installations by Local Inspection Authorities shall be completed prior to ' backfilling. E. Carefully backfill to a point 6" above conduit or direct buried cable and ' thoroughly tamp. Complete backfilling in 12" lift and compact to 98%. F. Restore surface to its original condition, ie grass, concrete, etc. In areas where , Owner will provide blacktopping restore surface as directed by Owner. ' END OF SECTION , ' � ' ' , 021098 LGF102 3/14/02 16040 - 1 ' � � SECTION 16050 ' � BASIC MATERIALS AND METHODS i � Y.00 GENERAL ' � � A. Unless noted otherwise in this Specification or on the Drawings, all materials shall be new and in their original packages. All materials shall comply with this ' Specification and at a minimum all applicable codes and standards as listed in Section 16010. , � B. Provide nameplates on all equipment such as disconnects, starters, MCC's, panels and switchgear. Nameplates shall identify equipment by name and source of ' '� power. They shall be a minimum of 1 1/4" x 3", or larger if necessary for i wording. L,ettering shall be a minimum of 3/16" in height. Identify all pull and junction boxes with circuit or feeder numbers and source of power using black ' magic marlcer. � C. All distribution equipment, such as disconnects, starters, MCC's, panels and ' 1 switchgear, shall be obtained from one manufacturer. D. Each panelboard shall be provided with a typed circuit directory. Clearly describe , � loads and areas served. Room names or Owner's room numbers shall be used. i Handwritten directories will not be accepted. ' � t E. The Contractor shall perform saw cutting, trenching, backfilling, compaction and i patching required for underground raceway systems shown or specified. , 1 � F. The Contractor shall provide concrete pads for all floor mounted equipment. Pads ! shall be 4" thick and extend a minimum of 2" beyond equipment. ' f G. Any cutting and patching required in walls, floors, ceilings or partitions for the installation of electrical systems shall be the responsibility of the Electrical ' { Contractor. All cutting and patching shall be done with the prior approval of the � Architectl Engineer. Patching to match existing finishes shall be performed by , the proper trades such as concrete finishers, sheetrockers, tapers, painters etc. at ' `': the expense of the Electrical Contractor. H. The Contractor shall be responsible for verifying locations of such things as , i piping, ductwork, equipment, door swings, heights of cabinets and counters, etc., jprior to the installation of all electrical equipment. Installed electrical work that � interferes with the work of other trades shall be relocated by the Electrical ' Contractor at no additional cost to the Owner. I. Contractor shall verif� the location of all fixtures and devices with the Architect � prior to installation. , 022101 LG F102 3/14/02 ' 16050 - 1 ' ' �. Provide access panels where j-boxes or pull boxes are installed in inaccessible locations. All access panels shall be approved by the Engineer and Architect prior ' to installation. K. All 120 volt control wiring for mechanical equipment shall be provided by the - , Electrical Contractor, unless noted otherwise. L,. Circuit numbers shown are for reference only within noted panel. Contractor ' shall neatly identify correct circuit numbers on the as-built drawings. M. Where required, the Contractor shall provide GFI devices or GFI breakers per the ' NEC. ' END OF SECTION ' ' ' ' ' ' ' � ' ' ' , LGF 102 3/14/02 02210� 16050 - 2 , ' SECTION 16110 CONDUIT AND FITTINGS ' 1.00 GENERAL ' A. All conduit shall be galvanized steel, PVC plastic or aluminum as manufactured by a recognized manufacturer and in accordance with the latest edition of the ' National Electric Code (NEC) and latest industry standards. B. Electrical Metallic Tubing (EMT) shall be used in all interior spaces not in direct ' contact with the earth. Fittings shall be steel, set screw, concrete tight type. EMT may be used where exposed to weather using steel, watertight compression fittings and backstraps. EMT shall not be used in direct contact with the earth or ' unprotected within five feet of the ground, slab, blacktop, or floor. Rigid conduit shall be used below five feet or proper protection shall be provided for EMT. ' EMT shall be installed in accordance with the latest edition of the NEC. ' � C. Rigid Galvanized Steel (RGS) Conduit, Intermediate Metal Conduit (IMC) or Rigid Aluminum Conduit shall be installed in accordance with the latest edition of , the NEC. All conduit shall be provided as shown on the drawings. All feeders 600 Volts or higher shall be installed in one of these three types of conduit. The Engineer shall review and approve conduit and method of installation prior to , installation. I3. PVC plastic conduit shall be installed only when shown on the Drawings, , specified elsewhere in this Specification or as approved by the Engineer. E. Flexible Metal Conduit or Liquidtight flexible metal conduit shall be used for ' final connections to equipment such as motors, fixed eguipment, electric heating equipment, etc. Trade sizes 1/2" through 1 1/2" shall be used in lengths no longer ' � than 24", 2" through 3" no longer than 36", 3 1/2" through 4" no longer than 48". Fittings shall be steel, set screw type for smaller sizes and steel, clamp type for ; larger sizes. ' � F. Conduit shall be sized according to the Drawings, with no conduit smaller than � 1/2" trade size. If not sized on the Drawings, the NEC shall be used to determine , � the size based on the number and size of conductors required. The Engineer shall i approve all calculated conduit sizes and method of installation prior to , iinstallation. � Cie All conduit runs shall be complete, installed per this specification and the NEC prior to wires or cable being installed. , � , I-ia LJnless specifically noted, all conduits, fittings, and boxes shall be concealed ' within the building construction. Conduit located in equipment areas may be exposed but shall be installed in parallel with the building lines. Install expansion i 'k 020100 L,GF 102 3/14/02 16110 - 1 , , fittings at all building expansion joints and as required by the NEC. Approval must be obtained from the Architect prior to any cutting of the building structure ' for raceway installation. T. Conduits shall be securely fastened with galvanized steel straps, clamps and ' hangers using appropriate anchoring systems. Straps, clamps and hangers shall be specifically designed for use with electrical conduit. � J. Conduits connected to equipment or lighting fixtures supported by or within a suspended ceiling may be supported from the suspended ceiling wires with "Caddy clip" type fasteners manufactured specifically for that purpose. No more ' than two 1/2" or one 3/4" conduit shall be supported from an individual wire. The number of conduits supported shall be the total of all installed conduits by all , trades, not just this Contractor. Tie wire shall not be used to support any conduit on the Project. All other conduit systems shall be supported from the building structure. ' ]�e The following manufacturers are approved for conduit: Allied, Carlon, Republic, Triangle, VAW of America , Youngstown, Sealtight and Alflex. ' L. The following manufacturers are approved for conduit fittings: Appleton, CH, Kellems, OZ Red Dot and T&B. ' END OF SECTION ' � ' , ' ' ' � , 020100 LGF102 3/14/02 16110 - 2 , SECTION 16120 � BOXES AND FITTINGS � 1.00 GENERAL A. All boxes and fittings shall be standard electrical type manufactured for the ' electrical industry by recognized manufactures, in accordance with the latest edition of the National Electric Code (NEC) and industry standards. i B. Boxes and fittings shall be of the same material as the conduit system, i.e. EMT shall use steel, PVC shall use plastic, etc. ' C. All boxes shall be concealed within the building construction unless specifically , shown or noted otherwise. Boxes or rings shall be installed flush with the finished wall. Mud rings with rounded corners shall be used in sheetrock walls. Tile rings with square corners shall be used in masonry, concrete or tile ' construction. Boxes used in suspended ceiling systems shall be clipped to the ; ceiling suspension wires or supported from the ceiling grid system. � ,� D. Specified mounting heights shall be to the center of the device, unless specifically � noted otherwise. These heights may be adjusted to align with Architectural details or masonry joints. Adjust all similar outlets to the same height. ' ' E. Provide knockout closures and blank covers clearly identified with circuit numbers as specified in Section 16050. , F. All boxes installed in any fire rated wall shall contain a UL listing for fire rated ' wall installation. ; G. All boxes that penetrate vapor barriers or air baniers shall be sealed to prevent air ' leakage. Seal at box penetration and seal all openings within box, including , � openings containing conductors. I '' H. The following manufacturers are approved for boxes: Appleton, Bell, Raco and Steel City. ' END OF SECTIOIV , ' � 101900 LGF 102 3/14/02 , 16120 - 1 ' � SECTION 16130 ' WIRE AND CABLE , 1.00 GENERAL A. All wire and cable shall be soft annealed 98% pure copper, #12 AWG minimum, ' 600 volt, type THWN-THHN. Wire size #14 AWG may be used for control wiring and where specifically called for or shown on the Drawings. Wire size #14 AWG through #10 AWG shall be solid; wire size #8 AWG and larger shall be ' stranded. Wire and cable color shall be in accordance with the latest edition of the NEC. On larger cables, where factory color coding is not available, marking tape shall be used to identify each phase and neutral conductors. A minimum length of , 6'° shall be color coded at each end. B. Aluminum wire shall not be used. ' C. The following manufacturers are approved for wire and cable: Anaconda, Continental Wire & Cable, Cyprus, General Electric, Houston, Pirelli, Rome, , Southwire and Triangle. ' D. The following manufacturers are approved for splices, termination lugs, etc.: Blackburn, Buchanan, Burndy, Ideal, Ilsco, T& B and 3M. ' END OF SECTION ' ' ' ' ' ' � � �21100 LGF102 3/14102 16130 - 1 � � �� SECTION 16140 � WIRING DEVICES ' � ! 1.00 GENERAL ' i � A. Duplex receptacles shall be 15 amp or 20 amp, 125 volt, 3 wire, grounding type quickwire push-in and side or back and side wired. Install 20 amp rated duplex , receptacles in all common areas. All receptacles shall be installed with the ground � slot down. Provide GFI receptacles where shown or required by the NEC and install vvith ground slot down. Keceptacles shall be ivory in color unless noted , otherwise. �. Receptacles shall be equal to the following: ' Y. 15 amp, 125 volt,GFI Leviton #6598-I C. �'he following manufacturers are approved for devices and plates: Arrow Hart, , G GE, Hubbell, Leviton, Lutron, P&S, Sierra and Slater. ' END OF SECTION ' , � ' ' ' ' ' ' � 020100 LGF 102 ' 3/14/02 16140 - 1 � � SECTION 16160 ' PANELBOARDS , 1s00 GENERAL A. Panelboards shall be UL rated. Cabinets shall be constructed of galvanized steel. ' Covers shall be constructed of cold rolled steel finished with baked on enamel, ANSI 61 Grey. ' B. Panelboards shall be provided with hinged front trims and flush-type lock/handle assemblies. ' C. Panelboards shall be provided with copper or aluminum bussing and factory assembled lugs for connection of feeder conductors. ' D. Breakers shall be molded case, thermal-magnetic type with trip indication. Two and three pole breakers shall contain a common trip. ' E. All breakers shall be bolt-on type, with ampere ratings as shown on the Drawings or to match circuit sizes shown. ' F. The following manufacturers are approved for panelboards: Challenger, Cutler- Hammer, GE, Siemens-ITE and Square D. ' ' END OF SECTION , ' ' ' ' � , 022200 LGF 102 3/14/02 16160 - 1 � ' SECTION 16300 `� LIGHTING � � � 1.00 GENERAL ' A. Fixtures shall be furnished complete as specified and/or called for on the Light ' Fixture Schedule. Each fixture shall be installed per the latest edition of the NEC , ! and the manufacturer9s recommendations. Proper support for each fixture shall be � provided by the Contractor. ; ' � B. Voltage for light fixtures and lamps shall be as noted on the Light Fixture Schedule. i ' C. Provide all lamps as noted on the Light Fixture Schedule. All incandescent lamps ; shall be 130 volt unless noted otherwise. i ' � D. Ballasts shall be Type "P", Class "A", HPF, CMB-ETL equal to Advance Mark ' III. HID ballasts shall be HPF type with constant wattage design. ' i 1 I E. Upon completion of the project and before final inspection, clean all fixtures and l replace burnt out lamps. ' END OF SECTION , , ' ' ' ' ' � ; 1 i 021198 I,GF 102 3/14/02 ; 16300 - 1 ' � SECTION 16900 ' SCHEDULES ' 1.00 GENERAL A. All schedules are included as part of these Specifications. ' B. Contractor shall rovide all labor and materials necess to su 1 ower and � �'Y 1�P Y P control wiring as specified and/or scheduled, complete with final connections to � all equipment supplied by this Contractor or by others. C. List of Schedules: � 1. I,i ht Fixture Schedule. g � END OF SECTION , , . ' ' ' ' � ' ' ' ' 02119� I,GF 102 3/14/02 16900 - 1 � ' I�IGHT FIXTURE SCHEDULE � F O ' L T U � H i O N E MANUFACTURER'S CATALOG I IDENT FIXTURE TYPE R C R MOUNTING LAMPS LENS,LOUVER,ETC. NUMBER NOTE ' WALL PACK POLYCARBONATE � A LUMINOUS X SURFACE (1)150W HPS LENS BRONZE LITHONIA#TWP150S-120-TEF 3 FACE �'ALL LU150/D/MED BODY OR EQUAL SURFACE (1)150W HPS TEMPERED GLASS LITHONIA#WFL2150S-HPW-120- ' B FLOOD X WALL LU150/D/MED LENS,BRONZE TEF 3 BODY OR EQUAL ' SURFACE (1)150W HPS TEMPERED GLASS LITHONIA#WFL2150S-HPW-120- � ! Bl F'LOOI) X �yALL LU150/D/MED LENS,BRONZE TEF 1,3 BODY OR EQUAL t ' � � AREA (1)250W HPS PRISMATIC LENS, LITHONIA#KAD250S-R4-120- C �PE� X 10'POLE y,U250/D BRONZE BODY RPD04-RSS-10-3B-DM19-DDB-BC 2 OR EQUAL WALL PACK SURFACE (1)100W HPS POLYCARBONATE LITHONIA#TWAC100S-1Z0-PE ' � SOLID FACE X WALL LU100/D/MED LENS,BRONZE OR EQUAL l BonY ; ' i ; ' , NOTES: 1. PROVIDE LOCAL PHOTOCELL ON FIXTURE. ' 2. PROVIDE ANCHOR BOLTS DURING CONSTRUC7'ION OF RETAINING WALL. COORDINATE WITH GENERAI,CONTRACl'OR. 3. FIXTURE SIIALL BE PROVIDED WITH TEFLON COATING TO MINIMIZE SALT CORROSION. ' � 1 ' , LGF 102 , 16900 FIXTURES- I 3/14/02 � ! APPENDI7�S -Geotechnical Exploration And Review/MNDOT Details ' IAPPENDII�ES ' REPORT OF GEOTECHrTICAL EXPLORATION AND REVIEW � MNDOT-STANDARD PLATES r � � � � � � � � � � ' /OSS.Appendix ' APP-1 HENNEPINCOtJNTY Orono Salt Storaee March 22,2002 Proj�t No.: 0031569 Contract No.: 0751R2 , CONSULTANTS , AMERICAN • GEOTECHNICAL 1 ENGINEERING - _ • MATERIALS TESTING� INC. �• ENVIRONMENTAL ' � ' March 30, 2001 ' Hennepin County � Property Services Departrnent A-2208 Government Center 300 South Sixth Street � Minneapolis, Minnesota 55487 Attn: Mr. Tom Bravo � RE: Geotechnical Exploration and Review Orono Salt Storage Building , Hennepin County Department of Transportation 3880 Shoreline Drive � Orono, Minnesota AET #20-01080 Dear Mr. Bravo: 1, This report presents the results of the subsurface exploration program and geotechnical � engineering review we recently conducted for the proposed salt storage building at the referenced address in Orono, Minnesota. We are submitting two (2) copies of this report to you and additional copies as indicated below. ' If you have questions about this report, or if I can be of further assistance, please do not hesitate to call me. I can also be contacted for arranging engineering observation and testing services ' during construction of the project. Very truly yours, �� Michael P. McCarthy, PE Principal Engineer � . � �`; � Phone: (651) 659-1364 �� ` � Fax: (651) 659-1379 � `� ; �� 4 �� 4 2 �'1 ;. �� s : ��- ' j � pc: L.G. Fulop Architects & Planners (4) ��...�� Attn: Mr. Laszlo Fulop -------------- — ' •nN n�an�nnve acrori��ovEa• 550 Cleveland Avenue North• St Paul,MN 55114• 651-659-9001• Fax 651-659-1379 Duluth• Mankato• Marshall• Rochester•Wausau• Rapid City• Pierre ' r - - � - � TABLE OF CONTENTS Page , SUIVIlVIARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 � Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ' Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 INTRODUC'IION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 , Scope of Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 PROJECT INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 � SI'TE CONDI'TIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Surface Observations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 ' Subsurface Soils/Geology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 4 Water Level Measurements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 � LABORATORY TES'I'ING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 ' ENGINEERING CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 � Review of Soil Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Discussion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 IRECO1vi1vIENDA'I'IONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Building Grading Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 � Foundations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Fxterior Bacl�ill 11 Retaining Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 ' Site Drainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 CONSTRUC'TION CONSIDERA'I'IONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 � Potential Construction Difficulties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Excavation Safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Construction Observations and Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 ' ' ��,...�.,f. 4:.cc'.�.. � � � ' - - - � TABLE OF CONTENTS (CONT'D} � PA_ P--�- I ACE EXPLORATION . . . . . . . . . . . . . . . . . . . 15 SUBSURF . . . . . . . . . . . . . . . . . . . . . 15 � Boring Locadon/Elevation Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Drilling Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Sampling Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . 16 ' Classification Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Water Level Measurements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Sample Storage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , I,IlVIITATIONS . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 � STANDARD OF C . . . . . . . . . . . . . . . . . . . . 18 � SIGNATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; STANDARD DATA SHEETS ' � Excavation and Refilling for Structural S`apPort Freezing W��er Effects on Building Construction � Basement/Retaini.ng Wa11 Bac� �d water Control APPENDIX A I Soil Bori.ng L.ocations (Figure 1) �b�a�e goring Logs (Borings #1 to #6) Boring LoS Notes � Classification of Soils for Engineering PurPoses General Terminology Notes . ' � � ' � � � ' i � I ' � - - � GEOTECHNICAL EXPLOR.ATION AND REVIEW ' FOR ORONO SALT STORAGE BUII�DING HENNEPIN COUNTY DEPT. OF TRANSPORTATION I 3880 SHORELINE DRNE ORONO, I��NNESOTA ' AET #20-01080 ' SiJMTVIARY se ' Construction of an unheated salt storage building is proposed at the referenced address in Orono, Minnesota. The purpose of our work on this project was to obtain subsurface information and , prepare a geotechnical engineering report. Sco e To accomplish the above purpose, we were authorized by Mr. Tom Bravo from Hennepin County 1 to drill six penetradon test borings, perform laboratory testing, and furnish a geotechnical engineering report. ' Fin s �s indicate a profile consisting of about 2' to 6' of fill over interbedded layers of ' naturally deposited alluvial and glacial ti11 soils. Fill depths may be greater because some of the soils are classified as "Alluvium or Fill" and "Till or Fill" and it could not determined from the _ samples whether they were previously placed as fill or ff they are naturally deposited. Ground rwater was measured in four of the six borings, at depths of about 18' to 21' below the surface. , Recommendations . These recommendations are condensed for your convenience. Study our entire report for detailed recommendations. � • The r sed building can be supported by conventional spread footings. Because of the loose P � and soft condition of the soils near footing grades, we recommend using an allowable�soil � bearing pressure of up to 2,000 pounds per square foot (psfl to design the footings. • The foundation excavations should extend through all fill to the underlying naturally deposited ' alluvial and glacial till soils. In the areas where soft till or alluvial clays and clayey sands will . be exposed(such as near Borings#3, #4, #5 and#6), we recoIInnencl an additional subcut of , at least one footing width below the design footing grades. ' i` • Further observation of the "Alluvium or Fill" a�d "Till or Fill" soils should be performed to evaluate their origin. If these soils are judged to be previously placed fill, they should be ' ' removed from below all foundations. - � I ' � - - � AET #20-01080 - Page 2 , INTRODUCTION ' 1 Construction of an unheated salt storage building is proposed at the Hennepin County Department of Transportation facility in Orono,Minnesota. The purpose of this report is to present the results , of our subsurface exploration and to provide our geotechnical engineering recommendations. , , To protect you, American Engineering Testing, Inc. (AET), and the public, we authorize use of the opinions and recommendations in this report only by you and your project team for this specific project. , Contact us if other uses are irnended. Even though this report is not iatended to provide sufficient information to accurately determine quandties and locations of particular materials, we recommend that your potential contractors be advised of the report availability. : � ! { Scope of Services , Our scope of work for this project was presented in our March 7, 2001 proposal. This proposal was formally authorized by Mr. Tom Bravo from Hennepin County on March 8, 2001. The , authorized scope of services is as follows: r • Drill six standard penetration test borings to a depth of 20'. • Perforna laboratory testing of soils. ,� • Perform a geotechnical analysis and prepare a formal engineering report. . :� The scope of our work is intended for geotechnical purposes only. This scope is not intended to explore for the presence or extent of environmental contamination at the site. ,r f' ; I' ,. � � _ AET#20-01080 - Page 3 ' , PROJECT INFORMATION ' We understand the proposed construction will be a single-story, unheated salt storage building in the northeast corner of the Hennepin County Department of Transportation complex in Orono. ' We understand the building will not be enclosed, but will be open to the south to allow access for loaders and trucks. The buildi.ng will have approximate overall di.mensions of 60' by 120'. ' Finished floor of the building will be at elevation 944.33. , The buildin will have recast concrete wall panels(20' high)azound the perimeter and within the g P � inside of the building supported on continuous strip footings. Individual column footings will be used to support the beams and the roof at the front (south) side of the building. The roof will � consist of precast planks. The inside of the building will have a gravel or soil surface (no concrete). Cast-in-place concrete retaining walls will extend south from the southeast building � corner and west from about the middle of the west building line. Based on the st�uctural information, we estimate the bearing wall loads will be less than 5 kips per linear foot of wall and , the maximum column loads will be less than 100 kips. , Our foundation design assumptions include a m;n;m�m factor of safety of three with respect to localized shear or base failure of the foundations. We assume the new structures will be able to , tolerate total settlements of up to 1" and differential settlements over a 30' distance of up to l�i". ' , The project information presented in this report represents our understanding of the proposed construcdon. This information is aa integral part of our engineering review. It is importani that you contact us if there , are changes from the information described so we can evaluate whether modifications to our recommendarions aze apprapriate. ' . ' r � . � - - � � AET #20-01080 -Page 4 ' SITE CONDITIONS ' Surface Observations , The proposed building will be located in a relatively flat azea at the northeast corner of the He in County Department of Transportation complex. The area ciurently has a gravel or soil , � surface, and is used for outside equipment storage. Grades in this area are several feet lower than , the steep hill to the east and the railroad embanl�ient to the north. The area to the west is flat and has a bituminous surface around the existing building. According to topographical information ' provided to us, existing site grades currenfly range in elevation from about 945 to 949 within the proposed building area• Cn'ound surface elevations at our boring locations range from 945.7 at ' � Borings #1 and#2 up to elevation 948.9 at Boring #5. : i � Subsurface Soils/Geology Subsurface Boring Logs and a Soil Boring Locations sketch (Figure 1) are included in the , �,ppendix. We refer you to the Subsurface Boring Logs for specific information concerning soil layer depths, soil and geology descriptions, and ground water measurements. The ' density/consistency of the naturally deposited soils,which are based on the penetration resistances � -values), are also described. ' e led locations. Variations will occur away �' The boring logs indicate the subsurface cond�tions only at th samp from the borings. ' General ProSle pur borings indicate a general soil profile consisting of about 4' to 6' of fill over naturally ' ;_: deposited alluvial and glacial till soils. At several borings, however, the depths of fill could be deeper because they are classified as "Alluvium or Fill" and "Till or Fill" on the boring logs. '� � ' ' - - � AET#20-01080 -Page 5 ' ' Fill The fill at the boring locations appears to be comprised of mosfly silty sand and clayey sand with ' some sand and crushed limestone. Some of the fill soils at the surface are darker colored, but do not appear to contain appreciable amounts of roots or other organic matter. The N-values obtained , in the fill soils that were not frozen are variable. � "Alluvium or Fill" and "Till or FSII�� At Borings#1, #2, #3 and#6, soils exist below the fill which are classified as "Alluvium or Fill" ' and "Till or Fill" because their geologic origin could not be determi.ned from the limited samples obtained. Tb.ese soils could be naturally deposited alluvium and/or till, or they could be ' reviously placed fill. Further observation of these soils,either during excavation for the building P or prior to that with test pits, is recommended to better determine their geologic origin. The N- ' ues in these soils are generally low to moderately low, but closely resemble the N-values val ' obtained in the naturallY dePosited till or alluvial soils in Borings #4 and#5 at similar depths. ' Alluvium These soils consist of coarse alluvial sands and silty sands; fine alluvial clays and silts; or mixed ' alluvial clayey sands. Based on the N-values, the coarse alluvial sands and silty sands are loose to medium dense. The clays and clayey sands range in consistency from soft to stiff. The alluvial ' siits range from loose to medium dense. ' � These soils consist of clayey sands, silty sands and sandy lean clays. They usually contain a little , gravel, but could also contain cobbles and boulders. Some of these soils are described as weathered till, wluch are somewhat softer and weaker as they have undergone some degradation. � The weathered till soils are not as consolidated as the underlying till soils. The weathered till and i ; � ; � � ' � - - � , AET #20-01080 -Page 6 ' till clayey sands and sandy lean clays range in consistency from soft to very stiff. The silty sand ' till soils are loose to medium dense. � Water Level Measurements During our drilling operations, we probed the boreholes for the presence of ground water. The ' results of these measurements are noted on the Subsurface Boring Logs in The Appendix. A discussion of the water level measurement methods is presented in the SIJBSURFACE ' EXPLORATION section of this report. , Ground water was measured in Borings#2, #4, #5 and#6, at depths of about 18' to 21' below the I, surface. These water levels correspond to elevations of about 9261f� to 930. Because the soil profile at this site is interbedded layers of free draining sands and silty sands with slower draining , clays and clayey sands, it may takke several hours or days for a hydrosta.tic water level to develop and stabilize in an o�n borehole. This type of profile will also have perched water conditions that , develop in the sands and silty sands, above the slow draining clays and clayey sands, especially after periods of wet weather or snow melt. To more accurately determine the hydrostatic ground , water elevation, long-term monitoring with temporary piezometers is recommended. This was beyond our work scope. ' Ground water leveLs will flucwate. These fluctuations occur due to varying seasonal and yearly rainfall and �, snow melt, as well as other factors. RAT RY TESTING �:� LAB� es to aid in evaluatin their e ' rin ,' Laboratory tests were performed on several so�l sampl S ngu�ee g ; __ properties. Our testing included five hand penetrometer strength tests and seven water content ;' tests. The results of these tests appear on the S�bsurface Boring Logs opposite the samples on ; , which the tests were performed. , � , - - . AET #20-01080 - Page 7 ' ' ENGINEERING CONSIDERATIONS ' The following geotechnical considerations are the basis for the recommendations presented later in this report, and present important information concerning various properties of the soils. ' , Review of Soil Properties �ll , Based on the N-values and our laboratory test results, we judge the fill to have variable strengtb. and compressibility. The N-values appear to indicate that these soils were probably not placed and ' compacted in thin lifts with the intent to support building construction. We judge the fill to be moderately slow to slow draining and moderately frost susceptible. ' ' "Alluvium or Fill" and "Till or Fill„ ' The N-values in these soils aze typically low to moderately low. If these soils are naturally deposited, we judge them to have low to moderately low strength and low to moderate 1 compressibility. If these soils are actually previously placed fill, we judge most of them to be poorly compacted, to have low stirength, and to be compressible. The sands in Boring#1 appear , to be moderately well compacted• The clayey sands and sandy lean clays are judged to be slow drainitng. The clayey sands are considered moderately frost susceptible and the sandy lean clays � e frost sus tible. The sands in Boring#1 are judged to be fast draini.ng and to have low frost ar �P ' suscept�bility. ' Alluvium The alluvial sands and silty sands are judged to have low to lugh strength and moderately low to . , low compressibility. The sands az'e judged to be fast draining and to have low frost susceptibility. ;, : The silty sands aze judged to be moderately fast draining ancl to have moderately low frost ; ' susceptibility. �i. . � . ' . , AET#20-01080 - Page 8 , The alluvial clays, clayey sands and silts aze judged to have low to moderate strength and , compressibility. The clays �nd clayey sands aze slow draining, and the silts are moderately slow draining. The clays are frost susceptible and the clayey sands are moderately frost susceptible. � The silts are highly frost susceptible. ' Till It is our judgment that the weathered till clays and clayey sands have low strength and low to ' moderately low compressibiliry. The underlying till soils aze judged to have moderate to high strength and low compressibility. These soils are considered slow draining and range from ' moderately frost susceptible to frost susceptible. , Discussion ' ' Based on the soil boring data, it is our opinion that the proposed building can be supported by conventional spread footings. The existing fill soils do not appear suitable to support the ' foundation loads. The underlying nat�u�ally deposited soils can support light to moderately heavy structural loads, however, the soil bearing pressure used to design the footings will be li.mited ' because the soiLs near anticipated footing grades at most of the boring locations are soft or loose and aze judged to have low to moderately low strength. Higher bearing pressures can be obtai.ned ' by excavating deeper, into the sriffer and denser naturally deposited till and alluvial soils. . � Excavation below design footing grades should be performed to remove soft naturally deposited soils and allow the placement of sand or silty sand fill which will provide a better bearing surface �. , and distdbute stresses through the fill and reduce their effect on the softer soils below. Deeper ' excavation could also be required if closer observation of the "Alluvium or Fill" and "Till or Fill" soils reveals that they aze not naturally deposited, but consist of previously placed fill wluch is � ',� poorly compacted• We strongly suggest a contingency be included in the earthwork budget to , � cover this possibility. � , ' _ AET#20-01080 - Page 9 , ' RECOMI��NDATIONS ' Buildin� Grading Procedures � Ezcavation We recommend the excavations for the building foundations extend through all existing fill soils ' to the underlying naturally deposited alluvium or till. In the areas where soft till or alluvial clays and clayey sands will be exposed(such as near Borings#3, #4, #5 and#6),we recommend deeper ' excavation be performed to extend the excavation at least one footing width below the design footing grades. If the "Alluvium or Fill" and "Till or Fill" soils aze determined to be fill that was ' previously placed,they should also be removed from below building foundations. We recommend these soils be more closely observed and evaluated before filling to grade or constructing the ' footings. Anticipated minimum excavation depths and excavation bottom elevations for the footings are indicated in the following tabulation for the respective boring locations. � <::'y;>;::>:::`::;:::»:><`;:::>>:;:> ::>.<:;<:;:�::::;<:`::;:>:>:::::`:`` ,........ :.:::..:............. ..... :«;:«:>::.;�.;:;.:;:.; ..:.::.�:>:::.:::.:..:;::.:::.:-.:;::::::.::.,�.;-.:.. :::;::.:::::�.:::::.. ::.::::.:::::::::::»::::::.:..:...;:.,.:::;:,.;:.:...: .:......,.:...:.... .::.::,:...:..,....:.::..:...:::;. .. ..... .::>::�:>:>::::<<;:.::»»<>:>::»:::::»>:;;;::::;:.::;:>:<:>;:.: .......:::.::.::..:....>..::::._:,.;.:...:..::.....:..�:......... <:::;:::.:::.:::::::.:;:..::. ::»::;;::;:«.:»::;::.::;::.;:.:;::.;;::.;;::.;;;;;:;:.; :>::::>::>;::>::>::;:;.:..;;:; � .... :::>::>:<::<::;::;:::.::::.. :.:.:.<:<::<::<:::<:<::::;:::::>::»::. ........,.::::.,.:.. .�::::::.>:>.:�;<>:>. :..;<:; .,::,:..:,:.:.:..::...:::»»:::<:><::: :,::.;:.;:.;;;:::. . ::.;;:.:�.;:.::.:::.:::::.::.;:.;:.::£ .:::: : : <:�::.::,.;::.;.;:.:;.;::.:;.:�:::�..�.�.c+��t+t�:::::;<::<:;::>: ��:>< ..... ........ <:��•.:.. ;::��::<:>::><::<:::>:::;: >:� ' ?::::�i:::.::.»?>�:::::::�;'::>:::<:::::>:::; :;;:;;;:;;............... ... :.:......::.:::::::.:::::.:::::;.;:•.....:::•:::. :.:::.:...:....:.....:......:•...::.:::..::...:. .;;;:.;�.;::.;:;::::.::.;:<•;::<•;;;••:•:.»;;:::•>::;;:.:. .:::;;::::>::�:::»::��<:::>:��> : ;>a:::.>•.;:..;::::>::::::>:;<:::>::: :;<`:s>::»::•�>:.>:::;:.o-::.;:.::.;::.::,;•:::.;:;.::.;::;;.:.:::.::::::::..:::::.::::::::::::::::... �i:i?:iii:3ii:iiiiii:;�i°:i;;:i:%�':Yiii;:i:::i;_i:i:i�i:::i::::::::::?i::::?::r..>xiiii::::::i:;?:::•'•::::::i:::i:::;::::?:i:::?fi:::::::t::��'o;:::::::i;::::::::?::;��;:i::.:;;:::i•>x::::::4:::::::;::::i:::::i;i:::>:<.::::>:::�::.:;;::: .. . .:...�:.>::::.::.::.::::::. .. •.�.:::::.::. •a:::..:::::p .........v:.....,:::::f::;:.:?:i::Y:::;i:::::[<: :. .::.... r:� 'ik::.�'•: C<:':�i:5'S:::::::i:i;::? . ;::::.::;;:<.: • . ;;:::,;;;;:;.;:>::,•.;:;:>:: . .01�:>;»s>;>:::::>:>;>;:::�::>:.:::�L`:$Y�.:. .:. ;;;;;;::;;;::;;>:;,;;.�R'��::::::.,�:..:::::::.:. ::::>:>:>::::::>::�1�?�<::;:::::»<»:::>::>::>::::;;;��#i:.:::::::::.:::::::.:::::::.::,:.:.:::....:...............,...�.� ' 1 945.7 2* 9431fi* 2 945.7 4* 9411fi* , 3 . 946.0 4*� 942*� 4 948.0 6 942 ' g 948.9 6C� 941� ( 947.4 4*(c� 9431f�*� ' *_Indicases tytat the ^A1luvium or Fill"and "Till or F'r.11"soils ox these locations should be removed if it is determined that they are fi11. Deeper excavation and lower bottom elevations will result. � @-Indicates that subcuts below design,fnoting grades may be needed to remove softer soils from withiri � one footing width of the bottoms of the foundations. � . I � 1 - - ' , AET #20-01080 - Page 10 ' Soil conditions can be expected to vary away from the soil boring locations. For this reason, , excavation depths and excavation bottom elevations should also be expected to fluetuate from those shown in the above tabulation. The soils in the bottoms of the excavations should be observed and ' evaluated by AET geotechnical personnel. , In areas where fill is reqaired below foundations, the excavations should be oversized laterally at the bottoms so the new fill system can provide support for the lateral loads exerted by the footings. , Based on the cond.itions encountered, we recommend the excavation bottoms include 1:1 oversizing. That is, for each vertical foot of fill required below the foundation, the excavation , bottom should be oversized laterally beyond each edge of the footing a similar distance. ' , If the excavation bottoms have steep slopes, we recommend terracing or benching them to provide - ' n zone between the naturally deposited soils and the new fill soils to be placed. ' a good transit�o � The benching or terracing will provide better stability of the slope of this transition zone, and � reduce the likelihood of a shear failure or slope failure along this transition zone. Benching is recommended if the slopes are steeper than 4:1 (Horizontal:Vertical). ' Fill Placement and Compaction ' Fill piaced to attain foundation grades should be uniformly compacted in thin lifts to a minimum of 95% of the Standard Proctor maximum dry density (ASTM:D698). If there are areas where ' the fill depths wi11 exceed 10' below design bottom-of-footing elevation, the compaction level should be increased to 98% to maintain tolerable settlement amounts. ' We recommend using inorganic sands and sil'ry sands. Clayey sands or clays can be used as fill, ' however, they are more difficult to work with and their ability to compact is greatly affected by their water content. If these soils are used, they may have to be aerated and dried to a water i� content near optimum before placing and compacting them. ��. , � - - � AET #20-01080 - Page 11 , ' We recommend the fill be placed in thin lifts that are comparably matched to the type of equipment and to the type of soil used as fill. The compaction should be monitored at the time of earthwork , to evaluate that the required compaction levels are achieved. ' Foundations It is our judgment that the proposed building can be supported by conventional spread footings ' after the recommended corrective grading procedures. Because ttus will be an unheated structure, we recommend all foundations for the building be placed at a depth of 60" below surrounding ' grades for frost protection. ' Based on the soil conditions encountered at the borings, and the recommended fill compaction . levels, it is our opinion the foundations for the building additions should be designed based on an , ' e soil ressure of 2,000 pounds per square foot (psfl. It is our judgment this allowabl beann8 P ' design will include a factor of safety of about three against localized s'hear or base failure of the footings. We estimate that total foundation settlements should be 1 or less, and differential ' settlements should be about 'fz" or less for the conditions shown by the boring logs. , Exterior Backfill We recommend that all bacl�'ill which is placed below steps, sidewalks or exterior slabs be ' compacted to a minimum of 95% of the Standard Proctor maximum dry density. Fill placed in landscaped areas should be compacted to a minimum of 90%. Fill placed below pavement areas ' should be compacted to at least 95%, and to a minimum of 100% in the top 3' of the subgrade. Non-frost susceptible sand fill is recommended. ' ; The use of silty sands, clayey sands, and clays may re,sult in frost related movements which must , ' �: :: be considered. These soils are more difficult to work with and are more frost susceptible than sands. If clays, clayey sands or silty sands aze used, this may result in abrupt frost heaving of ' ' � . . ' 080 -Pa e 12 ' AET�#20-01 g ' exterior slabs, sidewalks, and pavements if only used in localized areas• ltead the standard data ' sheet entitled "Freezing Weather Effects on Building Construction" at the end of this report for further information regarding soil types and frost considerations. ' Re aini� Walls ' Excavadon and backfilling for support of the retaining walls should be performed as recommended in the guilding Grading Procedures section of this report. Foundation design should be as , recommended in the Foundations section of this report. ' Lateral loads will be exerted to retaining walls by the bacl�ill soils on the higher sides of the walls. To reduce these loads and to a11ow proper drainage, we recommend using free draining � , sands for backfill. The sand bacl�ill should have no more than 12°lo of the particles (by weight) ! nd ca ' the backfill with a layer of clay or other low , finer than the#200 sieve. We recomme ppuig permeability material which slopes away from the structure to min;m;�E surface water infiltration. ' We recommend designing the retainin$walls to resist the equivalent fluid weight lateral pressures ' given in the standard data sheet entifled "Basement/Retaini.ng Wall Bacl�'ill and Water Control" at the end of this report, based on the type of soil used as bacl�ill. We recommend the retaining ' wall lateral loads be based on the active condition since the top of the wall will not be braced during bac�g. ProPer drainage of the bacl�'ill soils is also recommended, using draintiles or ' weep holes. , Bacl�'ill against the walls should be placed in thin lifts and compacted with hand-operated action ' ment to reduce surfac.e subsidence. We recommend a minimum compaction level ' comp �P � of 95% of the Standard Proctor max�num �' ��i�3' �low all sidewalks, exterior slabs, and o action level of 90% can be used in landscaPed areas• `' stoops. A mimmum c mP , ' - - - AET #20-01080 - Page 13 ' ' We refer you to the standard data sheets entitled "Basement/Retaining Wall Backfill and Water Control" and "Freezing Weather Effects on Building Construction" at the end of this report for ' more details concerning preferred soil types, frost considerations, lateral loads, draintiles, and water control. ' , Site Drainage Site grades should be sloped and maintained to shed any rainwater or snow melt away from critical building or pavement areas, and prevent ponding of water on the site. Infiltration of ground water ' e soils will increase water contents and can result in weakening of subgrade soils. uito the subgrad ' This could potentially lead to increased frost heaving problems in pavement and sidewalk areas if not corrected. ' Any pavements, sidewalks, and exterior slabs should be designed with positive slopes for surface , drainage of rain water and snow melt. These azeas should also be maintained after construction to allow continued drainage• 1 CONSTRUCTION CONSIDERATIONS 1 . ' Potential Construction Difficulties Disturbance of Soils ' Most of the soils at this site can become disturbed under repeated construction traffic, especially if they are wet. Loss of soil strength andlar stability is also likely. If these soils become ' disturbed, they should be subcut to the underlying undisturbed soils and replaced; or they can be scarified, dried, and recompacted back into place. ' . �.:,` ; ' ` , � � - Pa e 14 ' AET #20-01080 g ' Cobbles and Boulders , Cobbles and boulders may be encountered during excavation. These cobbles and boulders may make excavating procedures slighdy more difficult than normal if they are encountered. Also, if , cobbles or boulders are encountered at footing grade, it may be necessary to remove them and replace them with compacted fill to allow full footing placement and to reduce point loads on the ' bottoms of the footings. ' �;�Maahon afetv All excavations and trenches should have safe side slopes if they are not braced or shored. These , excavations and trenches must be completed according to OSHA Regulations(Standards-29 CFR) 26 Sub art P "Excavations" (see www•osha.gov). � ' part 19 , P �nn�tr�ction Observations and Test� , The recommendations presented in this report are based primarily on the subsurface conditions ' found at our test boring locations. Since the soil conditions can be expected to vary away from the soil boring locations, we recommend on site observations be performed bY AET geotechnical ' personnel during construction to evaluate these potential changes. Soil density tests should be performed on all new fill placed in builcung and pavement areas to , document that project recommendations or specifications for compaction and water content have , been satisfied. Where fi11 �� YPe � �Po�t (such as sand bacl�ill for retaining walls) _ sieve analysis tests should be performed to document that the fill proposed for use meets the ' recommended gradation criteria. ' �� ' ' . . - . AET #20-01080 -Page 15 ' ' SUBSURFACE EXPLORATION ' goring Location/Elevation Data Our recent geotechnical subsurface exploration program included drilling six standard penetration ' test borin s at the site on March 19 and 20, 2001. The approximate locations of the borings are g ' shown on Figure 1 in. the Appendix. The boring locations were selected by others and were located in the field by Hennepin County personnel. Some of the borings had to be moved from ' their intended location because equipment obstructed access for our drill rig. The ground surface elevations at the boring locations were referenced to the floor slab of the existi.ng building to the ' west. The elevation of this floor slab was given as 944.33 on plans provided to us. ' Drillin� Methods Our borings were drilled nsing a conventional truck-mounted drill rig equipped with 3-1/4" inside , diameter hollow-stem augers. � ' Sam lin e h ds ' Split Spoon Samples (SS) The standard penetration(split spoon)samples were collected in general accordance with ASTM: ' D1586. This method consists of driving a 2" outside diameter split-barrel sampler into the in-situ soils with a 140 pound weight, dropped from a height of 30". The sampler is driven a total of 18" ' into the soil. After an initial set of 6",the number of hammer blows required to drive the sampler the final 12" is l�o� � �e standard penetration resistance, or N-value. ' Disturbed Samples (DS� � Hollow-stem auger samples(disturbed samples)were collected in general accordance with ASTM: D1452. The samples were taken by drilling tlie hollow-stem auger into the soil, stopping at 1 � ' #20-01080 - Pa e 16 � AET g , regulaz intervals to allow the soil to spin to the surface from that depth. Only disturbed samples ' aze retrieved using this method� therefore, the depths and thicl�esses of the different soil layers should only be considered approximate. ' Sampling Limitations ' Unless actually observed in a sample, contacts between soil layers aze estimated based on the spacing of samples and the actions of the drilling tools. Cobbles,boulders, and other large objects , generally cannot be recovered by test borin.gs, however, they may still be present in the ground even if they are not noted on the boring logs. , ' ation Methods ' Classific Soil classifications and descriptions shown on the Subsurface Boring Logs are based on the Unified . The USC s stem is described in ASTM: D2487 and D2488 , Soil Classification (USC) system Y ��_M�,�1 procedure). Where laboratory classification tests are performed, classifications ' per ASTM; D24g7 are possible. Otherwise, the soil classifications shown on the Subsurface goring Logs are visual-manual judgments. We have included charts in The Appendix illustrating ' the USC system, the descriptive terminology, and the symbols used on the Subsurface Boring Logs. ' Descriptions of soil densitY (for cohesionless soils) and soil consistency (for cohesive soils) are : ' based on the N-values. The logs also include judgments of the geologic origin. These judgments u.e primarily based on observations of the soil samples, which can be limited. Observations of ' surroun,ding topography, vegetation, and development can sometimes aid this judgment. ' F . .. Water Level Mp�� •ements !..� The boreholes were probed for the presence of ground water during drilling and after removal of the hollow-stem auger(in some instances}. The results of the ground water level measurements ' . ' - e17 AET #20-01080 Pag ' ' are shown on the bottoms of the S�bsurface Boring Logs. The following information appears under "Water Level Measurements" on these logs: ' • Date and time of ineasurements. , • Sampled depth: lowest depth of soil sampling at the ti.me of the measurements. • C2Sing depth: depth to bottom of casing or hollow-stem auger at the time of the measurements. ' • CSve-iII depth: depth at wluch the measuring tape stops in the borehole. • 'Water Level: depth in the borehole where free water is encountered. ' • Drilling Fluid Level: same as Water Level, except that the liquid in the borehole is drilling fluid. ' water level at the boring locations may be different than the water levels measured in the ' The true boreholes due to several factors. Some of these factors include: permeabilitY of each soil layer � e of erched water, amount of time between water level readings, presence in the profile, presenc p ' of drilling fluid, weather conditions, and the use of borehole casing, among other factors. ' Samule Storage We will retai.n representative samples of the soils,recovered from the borings for a period of 30 ' days. The samples will then be discaz'ded unless you norify us otherwise. ' ' . � LIlVIITATIONS � � , The data derived thmugh this samPlinS and observation program have been used to develop our opinions about , the Subsurface conditions at your site• However,because ao exploration program can totallY re�eal what is below the surface,the conditions betwcen borings,between samples and those taken at other times,may differ from the : conditions descn'bed ia this report. The exploration we conducted identified subsurface conditions methods and ' points where we took samples or observed�water conditions. Dependin8 on the sampliag t . �P�g freq�enc3'• every so il la yer ma y not be observed aad some materials or layers which aze present in the ground may not be noted on the boring logs. �. 1 ,� ' � - - � ' AET #20-01080 - Page 18 t �f the conditions encouatered during construction differ from those indicated by our borings,it may be necessary ' to alter our conclusions and recommendations,or to modify consuuction Procedures,and the cost of constr�ction �y be��a. The extent and detail of information about the subsurface conditions is direcdy related to the scope of the , ezploration. It should be understood, therefore, that more information can be obtained by means of additional exploration. ' ST�iNDARD OF CARE , Our services for your project have been conducted. to those standards considered normal for � services of this type at this time and location. Other than ttris, no watranty, either express or implied, is intended. ' SIGNATURES � , , Report Prepared by: � ort Reviewed by: ' ' . �� j *�G� � � Michael P. McCarthy, PE � Jeffery K. Voyen, PE ' �� E��r Vice President, Geotechnical Division MN Reg. No. 16688 ' � ' i :' �:�' � ' _ EXCAVATION AND REFILLING FOR STRUCTURAL SUPPORT � E CAVATION F.xcavations for structural suppurt at soil boring locaaons should be taken to depths recommended in the geotechni ' Ieport. Since conditions can vary, recommended excavation deptbs between and beyond the boring locations should be evaluated by geotechnical�ld Pe�O�a1'��°�waur is present,the excavation should be dewatered to avoid the risk of unobservable poor soils being left in-Place•Excavation base soils may become disturbed due t°�°��OII 1 ound water or other reasons. Such soils should be subcut to underlying undisturbed so�ls• Whae � traffic, gr excavation base slapes steeper than 4:1, the ezcavation bottom should be benched across the slope pazallel to e ' excavation contour• Soil stresses imder footings spread out with depth•Therefore,the e�ccavation bottom and subsequent fi11 system should be laterally oversized beyond footinS edS�s to support the footing s�esses. A lateral oversize equal to the depth of fill below the footing(i.e.,l:l oversiu)is usually recommended•T��ral oversize is usuallY increased to 1.5:1 where � compress�'ble orgaaic soils aze exposed on the excavation sides. ��field pe sonnel.�e�� y be T��m the geotechnical report or can be evaluated by the g ' d in accordance with OSHA Regulations Unless the excavation is retained, the backslopes should be maintaine (gtandards-29 CFR),Part 1926,Subpart P, "Excavations"(found on wvvw.os1�a.gov).Even with the required OSHA sloping, ground water can induce sideslope raveling or mm�ing wluch could require that flatter slopes or other ' approaches be used• G roved b the eotechnical eagineer/technician. pilling should proceed only after the ezcavation bottom has been app Y g ction levels specified in the ' Approved fill material should be uniformly compacted in thin lifts to the compa geotechnical report. The lift thicl�ess should be thin enough to achieve specified compaction through the full lift tlucla�ess with the compaction equipment utilized•TYPlcal th��l�sses are 6"to 9"for clays and 12"to 18"for sands. ' umum moisture conunt" Fine grained soils are moiswre sensitive and aze often wet(water content exceeds the "oP� defined by a Proctor test). In this case,the soils should be scarified and dried to��fa orable weather��ble for compaction. This drYinS Pro�s can be ume consuminS, labor intensive, and requir � Select fill material maY be n�eded�'�'here the excavation bottom is sensitive to diswrbance ar where standing water is present. Sands (SP) which are meditim to coarse grained aze preferred, and can be compacted in thicker lift � thicknesses than finer grained soils. gill�g operations for sKructural suPPort sh°�d be closely monitored for fill type and compaction by a geotechnical technician. Monitoriag sliould be on a full"ume b��s where vertical fill placement is rapid; during freezing ' w��ti�; w��o�d v�,at,er is present; or where sensitive bottom conditions aze present. EXCAVATI N G ERATURFS � thawiag, these soils will not regain their original stren8�th , Soils that freeze will heave and lose densiry. Upon and moisture condition;and is most pronounced density.The extent of heave and density loss depends on the soil rype freezing in clays and silts.Foimdations,slabs,and other imProvements should be protected from frost intrusion durm8 weather. For earthwork during freezing weather,the areas to be filled should be stripped oo frOafte�r laceme� Fo ' ice prior to new fill.placement. In a�tion, new fill should not be allowed to freeze d11IlII$ P referable to do earthwork operations in small plan areas so grade can be quickly attained this reason, it may be P �y be needed � instead of large areas wliere much frost suipping � IO1REP011(2/Ol) AME�RICAN ENGIlVEFRIIVG TFSTING+ INC. � . � FREEZING WEATSER EFFECTS ON BUII.DING C ONSTRUCTION ' .� GENERAL Because water expands upon freezing�SO�COII�water, soils which are alloa'ed to freeze will heave and lose density. Upon thawing,these soils will not regain their original strength and density.The extent of heave and density� ' sttength loss depends on the soil rype and moisture condiuon.Heave is greaur in soils with higher percentages of fines (silts/clays).High silt content soils aze most susceptible,due to their high capillarY nse Potendal"'�luch can create ice l�es, gine grained soils generally heave about 1/4"to 3/8" for each foot of frost penetration. This can translate to � 1" to 2" of total frost heave. This total amount can be significantly greater�f ice lensing occurs. DESIGN NSID TI N �effect of their r drainage and frost properties ' Clayey and silty soils caa be used as perimeur bacl�ill,although P� should be considered•Basement ar��ve special drainage and lateral load requirements which aze not discussed here. Frost heave may be critical in do°r�aY �• $1O°Ps or sidewalks adjacent to doorways could be designed as structural slabs supported on frost footings with void spaces below. With ihis desiga, movements may then occur � ben,veen the structural slab and the adJacen�on-�ade slabs. Non-frost susceptible sands�wi�ees��ye �y� a�{200 sieve)can be used belov�'such az�.D�g on the fimction of surrounding a thiclmess transiuon away from the area where movement is critical.With sand placement over slower draining suils, subsurface drainage would be needed for the sand layer. High density exuudedeinsulan��ari n placed near , sand to reduce frost penetr a t ion, t h e r e b y r e d u c i n g t h e s a n d t h i c l m e s s n e e d e d. the surface can increase the potentialfor ice glazing ofthe surface. , The possible effects of adfreezing shuu1d be considered if clayey or silry soils are used as backfill.Adfreezing occurs i when backfill adheres to rough surfaced foundation walls and lifts the wall as it freezes and heaves. This occurrence ; is most common with masonrY block walls, unheated or poorly heated building situations and clay backfill. The , potential is also increased where backfill soils are poorly compacted and become sanuated.The risk of adfreezing can be decreased by placing a low friction sepazaring layer between the wall and backfill. Adfreezing can accur on exterior piers(such as deck,fence or other similaz pier footings),even if a smooth surface � is provided• 'I'his is more 1�kelY � P°O1 �'�e situations where soils become saturated• Additional fooung embedment a�or�dened footings below the frost zones(which includes tensile reinforcement)can be used to resist uplift forces. Specific designs would require individual analysis. ' CONSTRU ON CON ERATIONS � Foundations,slabs and other improvements which maY be affected by frost movements should be insulated from frost penetration durmg freezing weather. If filling takes place durinS iTeezinS weather, all frozen soils, snow and ice should be stripped from areas t°be fill�Prior to new fill placement• The nea�'fill sh°�1d not be allowed to freeze action.This should be considered in the project schedulin8,budgetiag and eNantitY ' during transit,Plac.ement or comP estimating. It is usuallY beneficial to perform cold weather earthwork operations in small areas where grade can be a��y��r��,�rking iarger areas where a greaur amouat of frost stripping may be needed• If slab �g��de azeas freeze,we recommend the subgrade be thawed prior to floor slab placement.The frost action may also require reworking and recAmPact�°n of the thawed subgrade. '� :' � .. �� O1REP015(2/Ol) AIVIERICAN ENGIl�F�RIl�G T�TING,INC. , � BASEIVIEENT/RETAINING WALL BACKFILL AND WATER CONTROL ' D A E � Below grade basements should include a perimeter backfill drainage system on the ezurior side of the wall. The exception may be where basements lie within free draining sands where water will not perch in the bacl�ill.Draiaage systems should consist of perforated or slotted PVC drainage pipes located at the bottom of the bacl�ill trench,lower tban the interior floor grade• The drain PiPe should be surrounded by praperly graded filter rock. The drain pipe ` should be connected to a suitable means of disposal,such as a sump basket or a gravity outfall.A storm sewer graviry outfall would be preferred over exterior daylighting,as the latter may freeze during winter. For non-building,exterior retaining�,�ralls, weep holes at the base of the wall can be substituted for a drain pipe. ' BACKFII.LIN Prior to bacl�illing, damP��'�'ater proofing should be applied on perimeter basement walls. The backfill materials � pla�d against basement walls will exert lateral loadings. To reduce this loading by allowing for drainage, we recommend using frce draining sands for bacl�ill. The zone of sand backfill should exund outwazd from the wall at least 2',and then upward and outward from the wall at a 30°or greater angle from vertical. The sands should contain no greater than 129b by weight passing the#200 sieve,which would include(SP)and(SP-Slvn soils.The sand backfill ' should be placed in lifts and compacted with portable compaction equipment. This comPaction should be to the specified levels if slabs or pavements aze placed above.Where slab/pavements are not above,we recommend capping the sand backfill with a layer of clayey soil to minimize surface waur infiloration.Posiuve surface drainage away from , the building should also be maintained• Backfilling with silty or clayey soil is possible but not prefened.These soils can build-up water which increases lateral pressures and results in wet wall conditions and possible water infiltration into the basement.If you elect to place silty ' or clayey soils as bacl�ill, we recommend you place a prefabricated drainage composite against the wall which is hydraulically cunnected to a drainage pipe at the base of the bac�"ill trench• High plasticity clays should be avoided as backfill due to their swelling potential. � LATE�tAL gUREg Lateral earth pressures on below grade walls vary, depending on bacl�ill soil classification,backfill compaction and ' slope of the bacl�ill surface• Static or dynamic surcharge loads near the wall will also increase lateral a'all Pressure. For design, we recommend tlie following ultimate lateral earth pressure values (given in equivalent fluid pressure values)for a drained soil comPacted w 95% of the standard Proctor density and a level ground surface. ' Equivalent Fluid Density ��,pe Active (pcfl At-Rest(pc� , Sands(SP or SP-S1Vn 30 45 Silty Sands(S1Vn `a � � Fine Grained Soils(SC, CL or ML) 70 � Basement walls are normally restrained at the top which restricts movement.In this case,th�design lateral pressures , should be the"at-rest"pressure situation.Retaining walls which aze frce to rotate or deflect should be designed using the active case. Lateral earth prossures will be significantly higher than that shown if the bacl�ll soils are not drained and become saturated. ' �.'> , AMERICAN ENGIlVEERIIVG T�'.S'rII�TG,INC. � O1REP014(2/Ol) , AMERICAN � ENGINEERING . SLTgSURFACE BORING LOG TESTING, INC. � _ ' JOB NO: LO-OIOBO LOG OF BORING NO. 1 (p. 1 of 1) �o�cr: Orono Salt Stor e Buildin 3880 Shoreline Drive• Orono MN �F.PTH 945.7 FlELD 8c LABORATORY TESTS SURFACE ELEVATION: GEOLOGY N MC S�pE INC wC DEN LL PL 9b 2 MpTERIAL DESCRIPTION F DS Fill,mostly sand with silt,a little gravel,brown, �-L , 1 frozen 2 8 M SS 17 ' 3 4 Sand with silt,fine grained,light brown,moist, �•: COARSE , 5 loose(SP-Slvn(may be fill) � �� 9 M SS 16 .'•. OR FILL 6 ' � Silt,bmwn mottled,loose(ML) . � 11 M SS 18 � 8 9 ' l0 3and,fine grained,light brown,moist,medium '��•: COARSE 10 M SS 17 dcnse to loose to medium dense,lenses of silty '��' �L�M 11 sand(SP) ' 12 14 M SS 18 13 , 14 •'.. FINE Silt,brown,wet,loose(1vII.) ,�,L�M ' 15 10 M SS 18 I 16 ' 1� Sandy lean clay,a little gravel,brownish gray to TII-I- ( 18 gray,stiff(CL) 19 20 10 M SS 18 21 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASU1tEMEN'I'S NOTE: REFER TO DATE 'j'� S D�EPTH DE�M'HG DE�PTHIN U�LEVEL wLEVEL T�ATTACHED ..� � • a�� 3.zs��sA SF�ETS FOR AN 3/19/O1 10:40 21.0 19.5 None E7�LANATION OF TERMINOLOGY CO1�I.ETED: 3/19/Ol ON THIS LOG CC• SS CA: BR Ri : 33 2/99 ' AMERICAN � 0 ENGINEERING _ SUBSURP'ACE BORING LOG � T'ESTING, INC. - AET JOB NO: 20-01�g� LOG OF BORING NO. 2 (p. 1 of 1) pRorEcr: Orono Salt Stora e Buildi.n 3880 Shoreline Drive• Orono MN , �� 945.7 FIEI.D&LABORATORY TESfS SURFACE ELEVATION: GEOLOGY N �C S�E ��IVC� WC DEN LL PL 9b �� MATERIAL DESCRIPTION ' F DS 1 Fi11,mixture of crushed limestone and silty sand, brown and dark brown,frozen ' 2 FILL piil,mixture of sandy lean clay and clayey sand, F SS 18 3 a little gravel,bmwn and dark gray,frozen ' 4 5 Clayey sand,a little gravel,possble cobbles, TILL OR 9 F/M SS 16 ' brown and brownish gray,frozen to 4'/�, FILL 6 medium to very stiff,lenses of silty sand(SC) (may be fill) � 7 26 M SS 16 8 Silt,light brown,moist,medium dense(MI.) � 9 FINE Lean clay,brown mottled,moist,stiff(CL) ALLLMUM l0 9 M SS 18 � ' il 12 ' 8 M SS 18 13 14 ' Sand,fine graiued,light brown to brown,moist ��'; COARSE 15 to about 18'then waterbearing,loose to medium ��UM 11 M SS IS dense to loose(SP) ' 16 17 . ' , 18 � 19 ! 20 7 W SS 18 � 21 � END OF BORING ; :. DEPTH: DRILLING METHOD WATER LEVEL MEASUREMEN!'S NOTE: REFER TO DATE TIME S�'MPLED CASING CAVE-IN DRII.LINL�L �LEVEL THE ATTACFIED II.�� 0-191/z' 3.25"HSA DEPTH DEPT'H DEPT'H UID 3/19/Ol 11:33 21.0 19.5 19.7 lg,g �TS FOR AN .� 3/19/O1 11:47 21.0 19.5 18.2 ig,2 ��ATION OF T�o�oc� Co1�LETED: 3/19/01 QN.� � CC: SS CA:BR ' :33 2/99 � AMERICAN 1 ENGINEERING SUgSURFACE�BORING LOG 1'ESTING, INC. � � � _ • JOB NO: ZO-UlUgU LOG OF BORING N0. 3 (p. 1 Of 1) �o�cr: Orono Salt Stor e Buildi.n 3880 Shoreline Drive• Orono MN 946.0 FIEI.D&LABORATORY TESTS �� SURFACE ELEVATION: GEOLOGY N MC S�pE �IIVC' ��g�p�,D�CRI�I,ION WC DEN LL PL 96 2 F DS Fill,mostly silty sand with�avel,dark brown, � � frozen 2 FILL Fill,mosfly clayey sand,a little gravel,brown, 11 F SS 15 ' 3 black and dark gray,frozen 4 ' g 4 F/M SS 15 14 6 C]ayey sand,a little gravel,brown,soft,lenses � ' of sand and s�lty sand(SC)(may be fill) TII.L OR 7 �'I" 4 M SS 17 14 8 � 9 ' •:FILL OR Siliy sand,a little gravel,brown,moist,loose :; , ,� 10 �S��y be fill) 10 M SS 17 � Clayey sand,a little gravel,brown,stiff(SC) TILL OR 11 MIXED ' 12 Sand with silt,fine grained,light brown,moist, : ; COARSE 20 M SS 18 13 ��d�e,lenses of silty sand(SP-S1Vn �•�' �-L�UM ! l4 15 8 M SS 18 � 16 � 17 Sandy lean clay,a.little gravel,gray,medium TII'I' g M SS 18 is (c�") 19 20 8 M SS 18 21 �OF BORING +`�'�'� DEPTA: DRII,LING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO SAMPLED CASING CAVE-IN DRII.LWG WATER THE ATTACHED 0-19�i' 3.25"HSA DATE 'I'� DEPTTi DEPTFI DEPT'H UID �L 3/ZO/Ol 9:20 21.0 19.5 None �TS FOR AN EXPLANATION OF TERMII�IOLOGY CO1vIPLEZ'EU: 3/20/Ol ON'I�iLs IAG CC: SS CA: BR Ri :33 99 RICAN � AME 1 ENGINEERING SUgSURFACE BORING LOG � TESTING, ING - ', pET JOB NO: ZO-OlOHO LOG OF BORING NO. 4 (p. 1 Of 1) pRo�cr: Orono Salt Stora e Buildin 3880 Shoreline Drive• Orono MN ' 948.0 F1EI.D&LABORATORY TESTS � SURFACE ELEVATION: GEOLAGY N MC S.��ypE �`iC wC DEN LL PL %2 ;EE.i. Mp'TERIAL DESCRIPTION , F DS 1 � � 2 sil sand and clayey sand,a little FILL F SS 16 3 Fill,mostly ty ' g r avel,brown and dark brown,frozen w 4' 4 5 g lvi SS 14 , 6 7 , 5 M SS 12 8 Sandy lean clay,a little gravel,brown,medium, TII-L , ' lenses of sand below about 9'/i(CUSC) 9 l0 5 M SS 6 , il 12 . 17 ' 5 M SS 13 Sand,fine grained,light brown,moist,loose `��:COARSE , la (SP) :��:��ALLUVILIM 15 10 M SS 18 ' 16 17 , ' I8 Sandy silt,brown,moist to wet,loose(MI.) F� I � 19 ALLLTVILTM 20 12 � SS 17 Sandy lean clay,a little gravel,brown to gray, TII-j- � 21 y� CL END OF BORIN DEPTH: DRII.LING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO gpMpLED CASING CAVE-IN DRILLING WATER �pTTpC�D �� DATE 'r� DEPTH DEPTH DEPTH UID LEVE LEVEL 0-19'1z' 3.TS"HSA 20.9 �TS FOR AN . 3/19/01 2:26 21.0 19.5 21.0 ��A�ON OF �R�IDJOLOGY CpMpLETED: 3/19/Ol . ON THIS LOG CC: SS CA• BR Ri :33 2/99 AMERICAN ENGINEERING . SjJg�F�j,CE BORING.LOG TES1'ING, INC. - JOB NO: ZO-OZOBO LOG OF BORING N0. Jr (p. 1 of 1) pxo�cr: Orono Salt Stora�e Buildin�, 3880 Shoreline Drive; Orono, MN gp� 948.9 FIEi.D dc LABORATORY TESTS IN SURFACE ELEVATION: GEOLOGY N MC S��ypE INC' M,�,TERIAL DESCRIPTION WC DEN LL PL Qp F DS 1 2 Fill,mixture of silty sand and clayey sand,with FILL gravel and picces of bituminous,brown and dark 5 M SS 18 3 brown,fro2en to 2' 4 5 16 M SS 16 6 7 4 M SS 18 17 3/4 8 Clayey sand,a little gravel,brown,soft(SGCL) �'� � M TW 24 9 • � ALLUVIUM 10 2 M SS 17 20 1�2 I1 12 Silty sand,a little g}aavel,brown,moist,medium 14 M SS 14 13 dense(SM/SC) �� T� ia . 15 13 M SS 18 16 Sand,fine gained,light brown to brown,moist :.:..AO.W� �� to about 19'then�cvaterbearing,medium dease to loose(SP) � 18 � 19 20 9 W SS 17 21 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO ;:..,::. DATE TIIvtE SAMPLED CASIIQG CAVE-IN DRII.LING WATER Tf�ATTACHED 0-193h' 3.25"HSA � DEPTH DEPTH DEPTH UID LEVEL 3/19/Ol 1:40 21.0 19.5 19.4 ig,g �S FOR AN � EXPLANATION OF f-�'_� TERMII�IOLOGY COMPLETED: 3119/Ol ON THis LOG CC: SS CA: BR ' :33 2/99 . . RICAN � AME � ENGINEERING . SL1gSURFACE BORING LOG � TESTING, INC. - � AET JOB NO: ZU-U10HU LOG OF BORING NO. 6 (p. 1 Of 1) pRo�cr: Orono Salt Stora e Buildin 3880 Shoreline Drive• Orono MN ' 947.4 FIELD&LABURATORY TESTS �� SURFACE ELEVATION: GEOLOGY N MC S��ypE I�NC' �� MpTERIAL DESCRIPTION WC DEN LL PL Qp ' F DS 1 Fill,mosfly silty sand with gravel,dark brown ' and brown,frozen 2 FILL F SS 16 ' 3 Fill,mostly sandy lean clay with roots,black and dazk gray,frozen 4 5 Sandy lean clay,a little gravel,brown,frozen to F/M SS 14 15 2•0 ' about 5%2(CL)(maybe fill) 6 �7 TII.L OR FILL 4 M SS 12 19 3/4 8 '� 9 Sandy lean clay,a little gravel,brown,soft(CL) l0 3 M SS 10 22 1� i , 1t 12 , Sandy lean clay,a little gravel,browa,very stiff, TII-L 18 M SS 16 13 lenses of sand and silty sand(CL) 14 ' 15 14 M SS 18 ' 16 Sand,fine grained,liSht brown,moist,medium �:,:.:�� dense(SP) 17 , � 12 M SS 18 18 19 , Silt,brown to brown mottled,wet,loose,lenses � 20 of waterbearing sand(ML) ��UM 7 SS 18 21 END OF BORING , � DEP'TFI: DRII.LING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO ,; I DATE 'I'� SAMPLID CASING CAVE-IN DRILLING WATER 'fHE ATTACHED ; a19�4� 3.2s°asA n�rx n�rx n�rs vID �- 3/19/Ol 12:50 21.0 19S 21.0 Zp.8 SF�Et'S FOR AN : EXPLANATTON OF j TERMIIJOLOGY Cp1utPLETED: 3/19/Ol ON THIS LOG CC: SS CA: BR Ri :33 -� ?_/99 i . 1 ,�S � � � _ BORING LOG NO c SYMBOLs Z'EST sY1vIBOLs � L1R.II.LING AND SANIPLIN - . �bol Defin�ition Symbol Def'mition At completion of boring CONS: One-dimensional consolidanon test DEN: Dry density,pcf �,N: Siu of flush-joint casing DST: Direet shear test BX double tube core bazrel �a• Crew Assistant(initiais) E: Pressuremeter Modulus, tsf number indicates nominal diameter in HYD: Hydrometer analysis �: � �� I,i,,; Liquid Limit, % ��S I,p; Pressuremeter Limit Pressure,tsf =C: Crew Chief��t�als� pERIvI: Ccefficient of permeabilitY(K)test; F- Field; Clean-out tube eter in inches L-Laboratory �. Drive casiag; m�mber indicates diam )M: DrillinS mud or bentonite slurry PL: Plastic Limit, % Driller(initials) c�: Pocket Penetrometer strength,tsf(auvrozunate) Static cone bearing pressure, tsf Dysturbed sample from auger flights 9`' U��compressive strength, psf , Fyght auger; mimber indicates outside diameter in q�: ' �� R: Electrical Resistivity, ohm-cros Hand auger; number indicates outslde d�ameur RQD: Rock Quality Designator in percent(aggregate length �p: Hollow stem auger;number indicates inside diameter of core pieces 4" or more in length as a percent of total core nm) in inches gp; Sieve analysis Field logger(initials) .i.�: Triaxial compressian test �; Column used to describe moisture condition of VSR: Vane shear strength, remoulded(field), psf samples and for the ground water level symbols u��{1eld), psf ..�gp�; g��d penetration resistance (N-value) in VSU: Vane sheaz strength, WC: Water content, as percent of dry weight blows per foot(see notes) qo_200; Percent of material finer tban#2A0 sieve NQ wireline core barrel pQ. pQ wireline core barrel ��p��ON TEST NOTES Rotary drillinS witli flu�d and roller or drag bit ��; In split-spoon (see nous) and thin-a'alled rube sampling,the recovered length(ia in�hes}of sample. The standard penetradon ust consists of driving the sampler with ' In rock coring, the length of core recovered a 144-pound hammer and�°un�g�e�°ber of blows applied �e�pressed as percent of the wtal core run). Zero in each of three 6" increments of penetrati��fta t ma enal), iadicates no sample recovered. driven less than 18" (usually in highly permitted in pSTM:D1586, the blows for each complete 6" �EV Revert drillin8 fluid t a�for each partial increment is on tbe boring log. ,S. � Standard split-spoon samPler (steel; 1�Ys" is inside �� diameter; 2" outside diameter); unless mdicated For partial incremenu, the number of blows is shown w the neazest inch below the slash. otherwise Thin-walled tube; number indicates inside diameur The length of sample recovered, as shown on the "REC" �� in inches �r re��rning column, maY 1�e grea�' � the distaace indicated ia the N WpSfi: Sample of material obta�ned bY ��►S y�because the N-value is recorded below mtary drilling fluid or by which has collected inside column.The dispanty' �on defined in the borehole after"fallin8"through drillinS fluid the initial 6" set (unless P�� the length of sample �: g�p1eT advanced by static weight of drill rod aad ASTM:D1586 is encoimtered) recovered is for the entire sampler drive (which may even 140-pouad hammer of drill rod extend more than 18"). . ..� �. Sampler advanced bY static weight :.::�;_- L�..•.�h m}Il: �IDlll]IIICLCL W1fC�COIC�Ifel ` . ♦. Water level direcdy measured m 1�g ; . �0: Estimated water level based solely on sample . aP'P�'� AMERICAN ENGII�TEERIlJG TESTII�TG, INC. 'O1FLD012(02�01) CLASSIFICATION OF SOILS FOR ENGINEEAING PURPOSES �Cp�:�G�NEERING qSTM Designation: D 2487� . Z�$TING,�INC. � (gased on Unfied Soii Ciassifiication System) SoiT f�aaaihcadon Critetia for Assigrdng GtouP Symbols and GrouP Names Using LaborerorY T� Group G�p Namee Symbol Coarse�Grainsd SOils Graveis C1ean Gravsls Cu>4 and 1�Ccs3` GW Well gradsd gravel� More than SONo retainad on More than 50%coarse Less than 5%flnes� ��a and/�1>Cc>3� GP Poorly 9raded gravelF ' No.Z00 sieve traction retainad an No.a sieve Gravels with Rnes Fnes ciassilY as ML or MH dM Silty grave ' pAore than 129b fines� Fines eiassih�as cl or c1i Gc clarer eravel��rr ' , sands raesn sands cu�s and t_cc<� sw weu�graded sand 5094 or rtare ot eoarse Less than 5%fines� SP PouAY 9raded sand� fraction passes N1c• Cus6 andlor 1>Ce�3` ' 4� �ML or MH SM Sllry sand�'�'� Sands with Fmes Fmes elassifY MO►B thetl 1296 fine5� F'ines efassiiY as CL or CH SC CIaYeY sand�`r'� SAts and Clalls inorganic PI>7 and Plois on or above CL Lean cla�'�"M . 'Fne-Grsined� ••p••� 5096 or rtrore P��the �iquid 6mit less thsn 50 No.200 sieve PI c4 or pt�s below••A•• ML S1t� lit�e'! , o anic Liquid limit-ovsn_dried�� OL prganic day�uu.nr � Liquid W�at-rrot dried �� Organic silt'�'O � S�ts and CtaY�' . inorganic PI P�on or above�•A•.S�e CH Fu da�La Liquid limR 50 or mo►e P��..A..�e MH Ela�ie siit� f o�� Liquid linut-cven dMd_, OH Organie ela�L'�'P 0.75 L�d lirtat'tat d^ed p�nic silt�•c • ry organic sals Primariy organic matter.dark in�,and organic odor PT Peat ro �Z �If Atterbe9�P�in tn¢hsd an�.sal is a CL-1AL etf RNd samps�d� �'ar bqh.add � � 0�fDto �' p�d�p�� 15 l0 2996 P�No.200.�d"vrqh sand•• •y��oppNs a ppubees,ar bdh"m grouP name• or"win grars4"��B pe�^�L �Gawls wil�5 l0 1296 fi�ws reques dual sY^�°� Flt soil�_1S%saM.�d'1rRh smtl"fo 9�+P yt soi�Z��^�-200.preduminmth s�• (iW�aAA w�N�gradetl 9ravN wal+sdt name� �«�y'•m ro g�oW n�• CaWdiC weN�graded 9ra�M��Y r'I(Rnsa dusih a C4ML uae�al�yenbW�'�.�''�"�.°f �!ad an��P�Na Z00.P�� GP-rM P�N 9�9�wAh sh SCSM. ��•.�y..ip geoup twne- GRGC P�Y 9�9�� NIt Rnas are aganic.add"with o�ie�s••m�� pls4�nd P�an a abw�"A"ana. . °sands.�a+5 ro tz��•s�ea.•�w sY� �•• °p�.�4«aa,w�ow••A••W,,. sw.sM ww�grad�d sud w�a� �so,H eontair�s_,s%gr.wl.add~wm�ga�.•m y� op�was on or abor."A"n�.. SV11SC��wMh day ^°�^°. �PI pots babN"A"iM. SP-S�1 Door1Y�ad�d s�nd w�.sit SP-5C P�H��'�'�tlf da� $1EVE ANALTSIS 5p � � �e�eew-�� savc�a � For clossifieotion oi•f�ne-ara��so��l�s� � • s s�%�w � • �o m .o a w Qo on nu-9A / roo so�s. a � Equatioa ot A-liae ' :o o X Norizontol ot PI-4'10 LL�25.5. �.✓ �. ��,� i a l = o � tlaa PI�Q73 tLL-20I ` = Equatioa at�U'-tiae ' N �w-"" � �- Vertieal at LL•I6 toPl■ �� G`Z` . � i0 "' �- thai PI■Q9(LL-81 / �. �,. d � s � . � � _ . w = v � . .: � `� � I p�.•isr. v H / �/� I j>,;_;i`. ¢ � e m / � .... � � � 6 j zo , 8� MH � OH . t° I I o.-ao�e d /! Gv I � ,� �o a� ,. � � , .... ,.. , ML�+ - w ro s w d+ °�0 s PARTICLE SIZ£ IN MILLIMETERS � p . 70 . LO 90. 100 110 10 IB 20 � '� � � C�.-�. '�' -zeo 4-�� = i 'u � LlOL110 L1MIT�LL) �1�.s021�5�� . � ' - . _ . ' GENERAL TERMINOLOGY NOTES FOR SOIL IDENTIFICATION AND DESCRIPTION ' GRAIN SIZE GRAVEL PERCENTAGES , Term Particle Size Term Percent � Bonlders Over 12" A Little Gravel 3°k-15°l0 Cobbles 3" to 12" With Gravel 15�-3Q% Gravel #4 sieve to 3" Gravelly 30 h-50%` ' Sand #200 to#4 sieve Fines(silt&cla ) Pass{f200 sieve CONS�STENCY OF PLASITC SOILS RELATIVE DENSTTY OF NON-PLASTIC SOILS ' Term N-Value. BPF Term N-Value. BPF . Very Soft less than 2 Very Loose 0-4 ' �$ 2-4 Loose 5-10 Medium 5-8 Medium Dense 11-30 ' ' Sriff 9-15 Dense 31-50 � Very Stiff 16-30 Very Dense Greater than 50 Hard Greater than 30 �_ MOIST[JRE/FROST CONDITION LAYERING NOTES , ' (MC Column) Laminations: Layers less than li4" thick of differing D(Dry): Absence of moisture, dusty, dry to material or color. , touch. M(Moist): Damp, although free water not visible. Lenses: Pockets or layers greater than 'k" thick of Soil may still have a high water contern differing material or color. ' (rner "optimum"). W(Wed Waterbeazing�: Free water visible. Intended to describe ' non plastic soils. Waterbearing usually relates to sands and sands with silt. F rozen : Soil frozen. FIBER CONTIIV'I'OF PEAT ORGANIC DESCRIPTION ' Term Fiber Content lVisual Estimate) Nan-peat soils are descn'bed as organic, if soil is judged ' to have sufficient organic content to influence the soil Fibric: Crreater than 67% pr��. Hemic: 33-67`Yo ' Sapric: Less than 3396 �.' O1CLS011(6/00) AMEItICAN ENGINEERII�TG TESTII�TG,ING i-� � ' - - . , ' ' • ' Figure 1 - Soil Boring Locations ' Subsurface Boring Logs (#1 to #6) Boring Log Notes , Classification of Soils for Engineering Purposes General Terminology Notes ' � ' ' , ' � ' , . . , 1 i :. 1 . � � �j - �' ' ' � J ' �1 �� . � '� % /. � / � . . .'' _ � ' �/'��_ ' . ' ''�_ _ ' � : ' I'. `�' ' ,'''__ � � /_!/` ' ' . O _''/,• ''� � ��` / �� ,2 ( - � . . -,� . P_ ! .Z� . ��' � 1 ` ' , . p _ --� � i �s�w . � � � �—-- _ '►—'�,9 �� , ,'", 1 � % - I �—_ �i . = y — --= � � � `�,s J � '— �� _;�=�'�� et3�`�� \ 1 � � ! �!•��I � 2 —sx'—_ —�sz� �� '� �� ►t � i r � . � �'td� . �lSs�=�- '"�95t�'-- -- ''�� =�� 1 1 I �� 1 1: U ' �.' - �T�, :- --'- _ -sh•- --. �� i�i � � �=� r�i �- -,•;;.�-`__ �' a � , � iiii � i��_� � � �. � � � _ �'.+r�� 1'� .. ��r �'1 1 I�1 J j,f �e . �,� �� 9" � i �'� ' � 'Y� I T:y'� � J � J 1� ��..�_ � � � / - / ,� { � iotl�'' j' ' i ; .� � ' I ; - _ � � ' �' .Q�� i� ��. 11' ' �I 1 � I' � � � y o� � , , ,��1 r . 5 � . ��',`° 5 � � `r . �as' �, � � _ . �� ' I # a t � i ��.► �.e �a�� • ' / ' . � � . .. . j1� 'I�'� � "�� b � ' � � ��qy_' l 1 I � , ' ' r� . �/, � �' I I••��+ ''� �r�T 2 ' �!�/ F{.�t �Y 9�4��3 s . \ ' � � f � !r��!"°''.:� ! 1 1 � � � i ��w ► � �' � � ra� 1lf� lll�� ' . ��S'I�AOky!{HLO7�^"'� �� 1� i i��r� t � � i �� . � . i � 1 � �1r 1 �t :.i'r7'��'1�� 'r� � � l � � � x��'• � : � ir►��,�,i � �si � i �� • � ;, � � � . � , � �� p� i � �•�� r �� , ' . � . `, . � t� � � ��i.��ii��► �� i: ' ( � �..� ,�� .L �' 1��'l�� .� � . #� � ',�,• ro� �� 1 � rl��l�,Ji�l�l1 �l ♦ . . 1. � �/ , � 81��11J �� ! I ' � 12�'H I�GH I�ONE.. F�ETA I I��T�.VG WALL �� I '�N�I I I�C��I �� I�I I � � , 1 1 \ 1 � �.� �� l� J 1. , I � ` j � �_1 � � '°y_ • ' � � • s - , 1'��I�I�I �M 1-��r 11 � � � ` : i � � . . � i � ��i��i �"'��i'�►�a.�.� � . � ti 853.0 . � . ► i �� i'�� N� � ` . � � � �mi� i i �►�i! !i� , , t 1 I ' . • � , � �53.0 � ':��Ijl"r111S�f� / ' ~ .. ._ ' � w�llJ�� fwl �.��'1 . w � . \ �} � . . • � ,{ ��11�J�� 11 �l . � � . . � ►�� ,�� -� � l�� • � y ' ' ,*,y, , � � i� 9K10 � r �r�i,�.,,�!��»',��'� � I �� " 1� i� � � _� -�Y i��f i�'�►��, U . . . _ .. .. i.�..••.� . �.�i.�� ' I ' I � � AG'�AL �R11J4 ��4TIOI�Y� �fam6 M01/ED Fd� A�l�.L �l4 ,4GGgl•S� , � O - �aoPos�v S�w,:�, LacAT,oNs �s�r.av sy orN�s� ' � ;;�:�::::>::`::::>::>::<�:»'::>::;>:;:::>:; ::�:::,::::;::::�:;�:;:>;�::,::.>::;.::,.;.,.,.:.;.�,:��:::fi<.:.. J B N . ;. t�:;;�::r;::::<::;:.>::;;°�;,��:;:;:<,.:;,;�::;;;�>;.::.r�..:,; PROJECT Orono Salt Storage Building AE"T O O '"� 20-01080 �' �°��;;:;:::��rr""`�.�,'�:�:<;�:;;i:::`:; Orono, Minnesota <��:�:::<:>:.: i �'"�::::;'�E��L.�`.�,�;�:;<:��::�� :�r:;::::::-::;:::::>::.. :::... ...�:,.:..:�• DATE '';.`.`..:.:. .: ...� ... .:..`,:�} SLIBJECT Soil Boring Locations � ,�;;;<:<;`� �� • . :.:._..�.::,;::;z:::r :�:;:;;::::�°�,..��..e..a:�•..�...'•..::•;:., ;..,,�.::.:::<:•,. �.:.,.:••:,r.. •. <••,•.•:::•.��::�:;<:;x< � :... .:<.:v:.:N..:....:, ��;;�:.,::;,..; 3-30-01 ,��:..,;:��:<.. ,,..::;.::�:;.,,::: ""��<:::��<`�°>:;;;..�:,:.:<:::, y . •.'=+?;•' :.q"�'"�•`<3y�• YjY'+..f,••�v�.<•.:.. . �:•�'Si>i,:+.�`•...:s.;•:'t.•:..,;.:..•:r;.. �,•,�':. ;�:•.�::.x;::;:�'.•s;•i:+:•:� �;y:,:<•:'i:::��{4ti _. ��A:��"��.��`<�r:>µ��?�•��'•��"x'°'��'`��h�:�. SCALE DRAWN BY CHECSED BY PAGE �:.:,�.;�.:�:�::�r;.::::•.�::n::..::.>.,:,.:��;�:�.:w::'-�:: •.��::...> . .,.,�;..: ��:>«<>�..::;:::�:;:�•.:.>f:::<:;>.<;;..�.; ..:��::r :;�:.:.>:..:•. ;�:�:>:�::;::.;~::�;�::�;::{>..:<f:.��:::::,::?�;m: None MPM JKV ignre � ' , I STANDARD PLATES ' � ' , ' ' , , ' , ' ' ' ' ' � STAN DARD P LATES BLANK.....................................................................Ap00 SERIES ' PAVEMENT..............................................................1000 SERIES BLANK......................................................................2A00 SERIES ' CULVERT AND APPURTENANCES.......................3000 SERIES SEINER APPURTENANCES....................................a000 SERIES EROSION CONTROL STRUCTURES.....................5000 SERIES BLANK.....................................................................:6i000 SERIES CURB, CURB AND GUTTER, SIDEWALK..............7000 SERIES BARRICADES, SIGNALS, MARKERS, ETC...........8000 SERIES MISCELLANEOUS...................................................9000 SERIES PLATE NO. 0000 SERIES–SPECIFICATION REFERENCES 1000 SERIES—PAVEMENT 1070 L Rei�foreed Panel Over Culverts 1103 J Typical Dowel Bar Assembty 1141 D Pavement Keyway For Keyed Joint Construction 1150 Q Construction Of Header Joints 1210 F Concrete Pavement Adjacent to Railway Crossing 2000 SERIES–BLANK � 3000 SERIES–CULVERT AND APPURTENANCES • 3000 L Rsinforced Concrete Pipe(5 Sheets) 3001 B Reinforced Concrete Reducer Pipe 3002 B Reinforced Concrete Incresser Pipe • 3006 G Gasket JoiM for R.C.Pipe(2 Sheets) � 3007 C Shear Reinforcement For Precast Drainage Structures 3014 J Reinforced Concrete Pipe Arch(2 Sheets) 3020 F Reinforced Precast Concrete Cattle Pass(60"�72") 3022 C ' Precast Concrete Safety Apron(3 Sheets) 3030 A Precast Cattie Pass Transition Section • 3031 6 Connection Between Existing 4 Ft X 6 Ft Cattle Pass And New Precast Transition Section 3040 F Corrugated Metal Pipe Culvert(Standard 2-?J3"x 112"Corrugation) 3041 D Corrugated Metal Pipe(3"x 1"Conugation) 3050 B Design Data Structurei Plate Structures(18"Comer Radius) 3051 B Design Data Structural Plate Structures(31"Corner Radius) 3065 C Connection Betwesn ExisUng Culv.�New"C"Culv. Barrel(2 Sheets) 3066 A C.M.Extension for Box Culvert 3100 G Concrete Apron for Refnforced Concrete Plpe 3110 G Concrete Apron for Reir�forced Concrete Pipe-Arch 3714 H Sectional Concrete Apron for Reinforced Concrete Pipe�►rch 3122 K Metal Apron for C.M.Pipe-Arch Culvert 3123 J Metal Apron for C.S.Pipe 3124 B Metal Apron Connection 3125 A Inlet Protsction for Metal Culverts(90"dia.to 96"dia.) 3126 B Inlet Protection for Structural Plate Pipe(60"thru 96"dia.or span) 3127 A Inlet Protection for Structural Ptate Pipe(102"ffiru 180"dia.or span) 3128 H Metal Safety Apron 8�Grate(2 Sheeta) MINNESOTA NUMERICAL INDEX OF STANDARD PLATES DEPARTMENT OF January 2001 TRANSPORTATION (Sheet 1 of 4) ' PLATE NO. � 3129 A P�AeffiI Apron For Corcugated Polyethyle¢�e Pipe(Use at Entrances and Drivewa�ys) ' 3131 B Precast Concrete Headwall for Subsurface Drains 3432 A Grate for 4:1 Precast Concrete Aprons 3133 C Riprap at RCP Outiets ' 3734 C Riprap at CMP Outiets 3135 A Hand-Placed Riprap at Precast Concrete Cattle Pass 3136 B Stotted Vane Dratn for P.V.C.P[pe 3137 A Slotted Drain for 12"thru 30" Dia.C.M.Plpe(Stackablej ' 3138 A Slotted Orain for 12"thru 30"Dia.C.M.Pipe(Not Stackable) 3139 A Riprap at Precast Concrete End Sections 3142 A Outlet Screen for C.M.8�S.C.Plpes , 3143 C Inspection Tees 3145 E Concrete Pipe Ties 3146 C Anti-Seepage Diaphragm 3148 A Safety Slope Metal End Section for Circular�Arched Pipes(2 Shsets) ' 3221 C Corrugated Steel Plpe Coupling Band (3 Sheets) ' 4000 SERIES—SEWER APPURTENANCES List of Castings fo�Design Structures(2 sheets) StandaM Casting Assembiies ' Typical Concrete Manhols or Catch Basin and Casting Combinations 4000 J AAanhole or Catch Basin(Masonry�Field Constructed)-Design A 4002 F Manhole or Catch Basin(Masonry,Fieid Constcuction) -Design C ' 4003 B 30"Precast Catch Basin—Design N 4005 L AAanhole or Catch Basin Type A�B Cone Se�tions Precast-Design F 4006 L Manhole or Catch Basin Pncast-Designs G and H 4007 C Preca�t Mechanical Joint Senver Manhole ' 4008 E Catch Basin (Sectionai Concrete Pipe)-Design I 4009 H Manhole or Catch Basin(Sectional Concrete Pipe)-Design J 4010 H Concrete Short Cone 8�Adjusting R[ng(Sectional Concrete) ' 4011 E Precast Concrete Base 4017 C Catch Basin (Concrete Pipe and Metal Pipe)-Designs PC and PM 4018 A Manhole or Catch Basin(Reducer Cone Section Precast)Design D 4020 1 Manhole or Catch Basin Cover(For Use With or Without Traffic Loads)(2 sheets) � 4021 E Precast Curb Opening Catch Basin 402Z A Manhole or Ca�h Basin Cover(3 ft.X 2 it Opening) 4024 A 48"Dia.Precast Shaliow Depth Catch Basin-Design SD 4025 B Drop Iniets or Catch Basins-Design DI(Concrebe 8 Metalj ' 4026 A Concrete Encased Concrete Adj�ting Rings 4101 D Ring Casting For Nlanhofe or Catcfi Basin 4108 F Adjusting Rings For Catch 8asins and Manhol� � ' 4110 F Cover Casting fo�Manhole(For Use in all T�affic Areas)—Castf�g No.715 and 716 4125 D Catch Basin Frame Casting(For Square Grate)—Casting No.806 4126 F Catch Basin Frame Castlng—Casting No.801 4129 G Catch Basin Frame Casting(For Square Grate)-Casting No.802A ' 4132 F Catch Basin Frame Casting(For Square Grate)—Casting No.805 4133 A Curb Box Casting for Catch Basin-Casting No.824 4134 A Curb Box Casting for Catch Basin(For Design B Curbs)-Casting No.825 ' 4140 D Special Grate Castings For Catch Basin (Convex and Concave)- Casting No.720 and 721 4143 E Stool Grate 8�Concrete Frame(Medfan Drains)-Casting No.731 4149 C Grats Casting for Catch Basin-Casting No.810 ' 4150 C Grate Casting for Ali Pipe Drainage Structures 4151 B Grate Casting for Catch Basin(Square Type)-Casting No.811 4152 C Catch Basin Grate Casting Casting No.814A ' MINNESOTA NUMERICAL INDEX OF STANDARD PLATES ,lanua 2001 DEPARTMENT OF (Sheet 2 of 4) � TRANSPORTATION , PLATE NO. , 4153 A Catch Basin Grate Casting -Casting No.815 ' 4154 B Catch Basin Grate Casting-Casting No.816 4160 D Curb Box Casting for Catch Basin-Casting No.823A and 833A 4161 F Curb Box Casting for Catch Basin-Casting No.821 B,822 and 831A 4180 .f Manhole or Catch Basin Step ' 5000 SERIES—EROSION CONT�tOL STRUCTURES 5010 A Reinforced Concrete Pipe Energy Dissipator � 6000 SERIES—Blank 7000 SERIES—CURB,CURB AND GUTI'ER,SIDEWALK 7000 E Integrant Curbs(Design B,Design V and Design D) 7020 J Concrete Curb(Design B,Design V,Design S,Design DR and Design BRj(2 Shests) 7035 K Concrete Walk 8�Curb Returns at Entrances 7036 D Pedest�ian Curb Ramp(For The Handicapped) 7065 C Bituminous Curb 7100 G Concrete Curb and Gutter(D�ign B and Design� 7102 I Concrete Curb and Gutter(Design BR,D,S,64,65 and D3)(2 Sheets) 7105 C Concrete Median(Mountable Type) 7107 H Entrance Nose(Urban Design) 7108 F Euit Nose(Urban Design) 7109 C Median Nase and island(Undivided to Divided Roadway) 7111 J Installation of Catch Basin Castings(Concrete Curb and Gutter) 7112 C Installation E�Reinforcement of Catch Basin�Manhole Castings(Concrete integrant Curbs) 7113 A Concrete Approsch Nose Detail 8000 SERIES—BARRICADES,SIGNALS,MARKERS,ETC. 8000 I Standard Barricades 8002 G Permanent Barricade 8105 A Equipment Pad A(Cast-in-Place or Precast) 8106 A Equipment Pad B(Cast-in-Place or Precast) 8110 D Traffic Signal Bracketing(Pole Mounted) 8111 C Traffic Signal Bracketing(Pedesta►I Mourrted)(3 Sheets) 8112 C Pedestal Foundation(Traffic Control Signals) 8114 A P.V.C.Handhole/Pullbox(No Vehicle Load)(2 Sheets) 8115 D Pedesb�ian Push Button Installatlon 8117 F Precast Concrete Handhole(Or Pullbox)(2 Sheets) 8118 C Service Equipment 8 Pole Traff�c Control Signals 8119 C Ground Mounted Cabinet Foundatlon 8120 K Pole Foundation(PA 85) 8121 D Transformer Base and Pole Base Piate(PA85,PA90 and PA100)(2 Sheets) 8122 C Ped�tal and Pedestai Base(For Traffic Control Signals Support) 8123 D Pole and Mast Arm-Luminaires and Trafflc Lights Assembly(2 Sheets) 8124 E Nlast Anr�Signal Head Mounts (One-Way�Two-Way Mounts)(3 Sheets) 8126 F Pole Foundation(PA90 and PA100) 8127 B Light Base-Design E(40 ft.Pole or Less) 8128 B Light Base-Design H(49 ft.Pole) � MINNESOTA NUMERICAL INDEX OF STANDARD PLATES DEPARTMENT OF � (Sheet 3 of 4) January 2001 TRANSPORTATION � PE�iTE NtO. 8130 D Saw Cut Loop Detectocs 8140 6 Roadway Lighting Service Cabinet ' 8150 B Installation of Cufvert M�rkers 83p7 Q Steel Plate Beam Guardrail (with Wood Posts)(2 Sheets) 8370 B Cable Fence Barrier(Roadside RIW) ' 8316 C Post Seat for Anchocage on Footing oc Box Culverts. 8318 C Guardrail Anchorage Plate for Bridges and BCTS 8326 D Flexible Plastic Glare Screen 8329 G Eccentric Loader Breakaway Cable Tenninal(EL1'�(4 Sheets) ' 8330 E 3-Cable Guardrail(2 Sheets) 8332 A Anchor Bolt Cluster 8334 A Concrete Type F Median Ban�ier(Non-Glare Screen Type)(2 Sheets) ' 8336 A Type F Concrete Median Barrier�Glare Screen(2 Sheets) 8337 A Temporary Portabie Precast Concrete Bamer(Type F) 8338 B Steel Plate Beam Guardrail(Steel Posts)(2 Sheets) 8400 E Pipe Railing � ' 8401 C At Grade Pipe Railing(Adjacent to Sidewalk) ' 9000 SERIES—MISCELLANEOUS 9000 D Approaches and Entrances(Recommended Standards) 9101 B Shaping and Sodding of Slopes at Box Cuhrert Ends , 9102 D Turf Establishment Areas(At Pipe Culvert Ends) 9303 B Geodetic Survey Disl�(Aluminum) 9308 A Survey MonumeM Cap 9308 G PLS(Public Land 3urvey)Monument ' 9320 G Woven Wire Fence(Wood Post) 9321 E Wov�n Wire Fence(Stesl Post) 932Z J Chain Unk Fence(2 Sheets) , 9323 D Barbed Wire Fence(Wood Post) 9324 C Barbed Wire Fence(Steel Post) � ' . ' ' ' ' , � . MINNESOTA NUAAERICAL INDEX OF STANDARD PLATES � DEPARTMENT OF (Sheet 4 of 4) January 2001 TitANSPORTATION ' . . � � FULL- ROUND PIPE OF ' EQUAL PERIPHERY PIPE-ARCH ' i .I 1 ''��'•, SHEET THICKNESS - GAGE � RELATIONSHIP THICKNESS - EOUIVALENT ' � ,,'� GAGE CALV. ALUM. � � _ STEEL ALLOY (IN.) (IN.) , '` � � 18 .0516 .048 � � 16 .0635 .060 14 .0785 .075 � 12 .108� .105 10 .1382 .135 8 .1681 .164 , SPNr , ' ROUND PIPE PIPE-ARCH ' PIPE �� GAGE SPAN 1 RISE i �� GAGE DIA. AREA O O AREA �I�� QN.) S0.FT. �N'� �INJ �NJ 50.FT. 6 0.2 18 ' 8 0.� 16 10 0.6 16 12 0.8 16 15 1.2 16 17 13 1.1 16 � 18 1.8 16 21 15 1.5 16 21 2.4 16 24 18 2.2 16 24 3.1 16 28 20 2.8 16 30 4.9 14 35 24 �.4 1� 36 7.1 14 �2 29 6.� 11 , 42 9.6 12 49 33 8.7 12 �8 12.6 12 57 38 11.� 12 54 15.9 12 64 43 14.3 12 60 19.6 10 71 4T 17.6 10 66 23.8 10 T7 52 21.3 8 72 28.3 10 B3 5T 25.3 8 t 78 33.2 8 84 38.5 B ROUWD PIPE SHALL HAVE THE VERTICAL AXIS ELONGATED 5X MORE i THAN TNE NORMAL DIAMETER NHEN CALLED FOR IN THE PLANS. THE AVERAGE INSIDE DIAMETER OF CIRCULAR PIPE AND PIPE TO BE ' REPORMED INTO PIPE ARCHES SHALL NOT VARY MORE THAN ONE PERCENT OR ONE-HALF INCH.wHICHEVER IS GREATER.FROIA 7HE NOMINAL DIAMETER MHEN MEASURED ON THE INSIDE CREST OF THE CORRUGATIONS. FOR PTPE-ARCH A TOLERANCE OF PLUS OR MINUS ONE INCH OR TWO PERCENT OF THE EfiUIVALENT CIRCULAR DIAMETER.wHICHEVER IS GREATER, ' NIILL BE PERMISSABLE IN SPAN AND RISE. ALL DIMENSIONS ARE I�ASURED FROM THE INSIDE CRESTS OF THE CORRUGATIONS. Q1 SEE AASHTO M196M FOR ALUMINUM PIPE-ARCH VALUES. ' Jan. 29 1 9 79 STATE OF MINNESOTA SPECIFICATION STANDARD '-�iOVED-� 1 ___ � � DEPARTMENT OF TRANSPORTATION REFERENCE PLATE � 2501. 2502 N0. � CORRUGATED METAL PIPE CULVERT z503 � �-t�- -- -'7✓ �� STANDARD 2-2/3" x 1/2" CORRUGATION REVISED 3040F Construction a�x! 8-22-96 ' Engineering Development , p COh9JECTOR THREADED 1!2" DIA. ROD TF&iEADED CAL"V. 7/16" DIA. . SECTION • (FULL ROUIND - GALV.) ROD OVER TOP OF APRON ' ��P•�,• � Q d CONJECTOR LUG __ �� -- -_- _ �¢o� (TANK TYPE ) f==- --=; PIPE f==" -_��PIPE ��" N �= z ' GALVANRED p?�' v a � SIDE U1C5 � _ • � (BOLTED ) ' �,.•--� o a � � � � FOR 12" THRU4 4" DIA. ONLY FOR 30" THRU 36" DIA. ONLY ' � ' O ALTERNATE ROD CONNECTIONS GAIVAWIZED ' METAL I A�F M _I_A_I STAWDARD COId'LING BAND TQP VIEW � s�o� v�s �tou � ias:� To 2.sa �s�ta+ ;��^M�i�� i�. o � �i i�• A'� 1 1 1. 1 I� ' I I' ,��r�`�� ll��,,,, .�,�;�w:�,�, �� ,, FLOW LINE ,, , , , ' -i -- - -- -- ' _ •� PIPE 12��* TOE ' °D �---- — ---- 2.� �pp 12�� wAx, C� CROSS SECTION SPS. g�� PLATE ' GALYIWIZED TOE PLATE EXTENTIOrS ARE NOT REOUIRED. UN.ESS SPECIFIED IN THE PLANS. ELEVATION p�E � A B ou�sioHSL w �� t IN.) ` 1��3 1AAX. i"t 1-i/Z"s 2"t ' _ � � tI�.) c W.) t1H.) cI�.) ct�.) N 3/8"DIA. X 1/2"LG. CALV/WIZED 12 16 6 6 6 21 24 1 PIECE a+ BUTTONHEAO OR PANFEAD 15 16 7 8 6 26 30 " w � RIVETS. SPACED 6"��C. TO C. 18 16 8 10 6 31 36 " ' RIVET LENCTH O.T6 OVERALL „ 21 16 9 12 6 36 42 " a�; 1" 0.0. 14 CA. GALV. TI�INC 2q 16 10 13 6 41 48 Q 30 1� 12 16 8 51 60 " 14 GAGE 36 14 14 19 9 60 72 2 PIECES. SPLICE , 3/B"DIA.CALVANIZED �2 12 16 22 I 1 69 84 �� ALTERNATE BOLT AND NUT 2 48 12 18 2T 12 78 90 �� '� ' I 2 54 12 16 30 12 84 102 •� " � 3 60 12 38 33 12 87 !14 3 PIECES. 2 SPLICES � 3 66 12 IB 36 12 87 120 �� " SHEET REII�ORCING ANGLE 3 72 12 18 39 12 87 126 •� '� cINSIDE SURFACE ) 3 78 12 18 42 12 87 132 �� 3 84 12 38 45 12 ST 138 �� ' � SECTION A_A NOTES: � FOR OTNER APPROVED CON�CTIONS. SEE STANDARD PLATE 312�. 01 A 2 PIECE APRON 11ITH � SPLICE YAY BE IISED IN LIEU OF UULTIPLE PANEL BODIES SNALL HAVE 2" UIN. LAP SEAYS NHICH A 1 PIECE APRON. ARE TO BE JOINED BY 3/8" DIA. RIVETS OR BOLTS (GALVAMZED) 2O A 3 PIECE APRON tIITN 2 SPLICES MAY BE USED IN LIEU OF SPACED AT 6" W1X. C. TO C. WTS SHALL BE TIGHTEt�D TO A 2 PIECE APRON. TFIE 3 PIECE BODIES SNALL � UADE OF 25 l.� t TOROUE. 3 EOUAL SECTIONS OF 12 GA. WITERIAL. ' MIF�RE METAL APRONS ARE TO BE FASTENED TO NELICALLIf O3 3 PIECE BODIES SNALL HAVE 12 CA. SIDES AND 10 CA. CORRUGATED PIPE. AN APPROVED COt�IECTION SHALL BE USED. CENTER PANELS. WIOTH OF CENTER PANEL SHAII EXCEED THE TOP EpGE OF ALL APRONS SHALL HAVE TUBINC REINFORCING �� PIPES PERIPF�RY. (SEE SECTIOPI A-A ). TNE TUBINC SHALL BE SUPPLEYENTED 11ITH 4O F�t 12" Tf1RU 24" DIA. PIPE. A FLAT STRAP CObNrECTOR ' 2" X 2"X 1/4" GALV. ANCLE FOR 60" THRU T2" DIA. AND 61AT BE USED IN PLACE OF THE ROD CONNECTION. STRAP 2-1/2" X 2-1/2" X 1/4" CALV. ANCLE FOR TB" AND 84" DIA. C�ECTOR SFIALL BE 1" WIDE. 12 CA. STRAP rIITN STANDARD ALTERNATE ROLLED TOP EDGE DESIGNS APPROVEO BY THE YOd/DOT 6" LONG X 1/2" CIA. BAND BOI.T AND NUT. w1TERIALS SECTION MAY BE USED. 5�TF� PIPE DIAI�IETER IS EGUAL TO DIMENSION D OF APRON. ' A PROVED Nov.13_ 1986 STATE OF I�INNESOTA SPEC[fICATION STANDARD DEPARTI�NT OF TRANSPORTATION REFERENCE PLATE — � --- -- 1+�. . 2501 ' o�� METAL APRON FOR C.S. PIPE ��S� 3123J c� Msteriaf:,Research md Standard: 5-3-99 A.K.J. ' 4-1/8" . ' i i i � GALV. FORGED STEEL BAR T�8" DIA. � TENSION STRAP, 14 GAGE CALV. T�P VIEW 2-1/4" X 8" � BART SPOT wELD LOOP IN STRAP 1/2" 5-1/4" � 2" �I - SPOT N1ELD (OR ARC ' 'v o _ IVELD ) STRAP TO BAND - � � + - - + ' BA1� SHEET 9/16" Sfi. HOLE STRAP END VIEW SIDE VIEW � STRAP DETAIL BAR. DETAIL , . 1/2" DIA. X 6" LONG GALVANIZED FORGED p�� B� GALV. BAND BOLT STEEL BAR �QT � (WITH BAR, BOLT DIMPLE SPOT WELD LOOP (OR ARC MELD ) , AND STRAP FASTENER ) BMD IN STRAP STRAP TO BAND OR STANDARD CORRUGATED BAND AS REf�UIRED . o�� ' i. o l i� � � � i i � �' O O O O O O O O o f ' 1• o�� i�� i PIPE APRON SECTION ' BAR AND STRAP CONNECTION � TOP VIEW � BAND (SHOP BOLTED TO APRON � , SECTION lNITH 3/8" BOLTS) I• I o I� � I I I. o � I. I '° ': NOTES: `� USE FOR ALL PIPE A1� PIPE-ARCH SIZES. FOR OTHER APPROVED CONNECTIONS, SIDE VIEW SEE STANDARD PLATES 3122 AND 3123. ' APPROVED`��21_1983 STATE OF MINNESOTA SPECIFICATION STANDARD ' _ � -- DEPARTMENT OF TRANSPORTATION REFERENCE PLATE . N0. Assi nt Division Director METAL APRON CONNECTION 2506 312qB , � Technical Services � ' N0� CORRUGATED THREADED CALV. 5/8" DIA. � POLYETNYLENE PIPE ROD OVER TOP OF APRON DD�APLES -o� DIIJPLED ADAPTOR BAND CORRUCATED ' �--o THIS END OF THE BAt� SHALL POLYETHYLENE � - � �BE GROOVEO TO AIATCH TF� PIPE ' • • _ GALV. ANNULAR CORRUGATION 1N THE SIDE LUCS I q I I+�TAL APRON. (BpLTED ) �..� F ~� BOLT METAL APRON TO OUTSIDE ' A OP ADAPTOR BAND. J ` � �t TYPE N0. 2 � METAL APRON � � PIPE wnH ANMJLAR CORRUCATIONS ' IA-I M� - -A-I ' TOP vtEw L ' EDCE REINF. e SLOFE SEE SECTION i� VARIES A-A � �o � . I ' �� FLON LINE � . ,�� l��f,►,,, � • . • _ . �, PIPE T� ' END CORNER PLATE EIEVATION CRO55 SECTION ' DIMPLED ADAPTER BAND CONNECTION USE ON PIPE WITH F�LICAL CORRUGATIONS ' N 3/8" X 1/2" GALVANIZED n BUTTOI�AD OR PANF�AD 1 w � RIVETS. SPACED 6" C. TO C. PIPE SIZE �, DII�NSIONS RIVET LENGTH 0.78" OVERALL �Iµ� � A B H L W �� 1" O.D. 14 GA. GALV. TUBINC I.D. O.D. � tIN.) (IN.) I1N.) fIN.) (IN.) 12 15 16 7 10 6 21 24 ' 15 19 16 8 12 6 26 30 ALTERtdATE REINFORCED EOGE 18 2� 16 e �3.25 6 31 36 2� 2T.5 16 10 20.25 6 41 48 ' SECTION A-A � , NOTE: ' CORRUCATED POLYETRYLENE PIPE SHALL CONFORM TO AASHTO 1�A294. � Feb_ 26 1987 ST�TE OF YINNE50T� SPECIFICATION STANDARD vE�---�—- — DEPARTMENT OF TRANSPORTATION REFERENCE PLATE METAL APRON FOR "o. - - � - - - - 2501 � CORRUGATED POLYETHYLENE PIPE 3129A p"�GO� USE AT ENTRANCES & dRIVEWAYS Material�,Rs�urd�and Stand�rda U � Galvanized Set Screw 3/8" x 1-3/4" No. 3 with Vee 4ip , Lock Nut � Nut Wefded to Cap 10"Dia. ' Set screws ��'. equally spaced : ' Field Notch��, Conc. Pipe ' CONC. PI�E C�P DETAILS I ' ' 1 , /� �Galvanized Metal Cap 12 Gage , i�i/`p o � 2 3/4" Ground SurFace �, ' , x � C.WI. Pjpe 8" Metal > , 2'�P 8"Conc. 2'w�aP approved filter fabric approved itlter iabric -- - — C.M. PIPE ' Weld � � - �_ � ' � � i , h Place ' >oo C..M. ar dra in I ine Conc. P ipe I ' � 1' min. I �P loint(w�h band)and mortar , l�min. r• �.T. r� If connected to drain I�e smaller ' than 8"d`ameter Butt jo mt(w�h band) ff connected ' to dra in i ine 8" or more in d iameter ELEYATION ' � OVED��• 12, 1978 STATE OF MINNE�TA SPECIFICATION ST�►NpARD , ��'- -- DEPARTMENT OF TRANSPORTATION REFERENCE P NA�TE 1r t Y==�-�—r=�� INSP�CTION TEES 2soz 3143 C o�.�«o. (Me�l and Concrete) � Materials,Rasearch and Standards ' PIPE DIMENSIONS BAND-Minimums BAND CONNECTING METHOD Band Bar&Strap Band-Angle ' Coupling Pipe Pipe Size W or A Thickness Stra An le Angle to Band Type Corrugation I.D. (In.) (In.) (��•1 p 9 Bolts Thickness Dimensions Rivets (In.) (SeeNote4 (��) (In.) SpotWelds sheet 3 of 3) No, Size No. Size No. Size , STANOARD JOINTS Universal. 2'y3 x 1/2 thru 36 12 0.052(18 ga) 2 x 2 x 3/16 3 1/2" 3. 3/8" 3 1/2" Band 42 thru 60 12 0.052(18 ga) 2 x 2 x 3/16 3 1/2" 3 3/8'" 5 1/2" , (Dimpled) thru 72 12 0.052(18 ga) 0.079(14 ga) 78 thru 84 16-1/4 0.079(14 ga) Double 0.079(14 ga) Annular 2-2/3 x 1/2 thru 36 7 0.052(18 ga) • 2 x 2 x 3/16 2 1/2" 3 3/8" 3 1/2" ' or 42 thru 60 12 0.052(18 ga) 2 x 2 x 3/16 3 1%2" 3 3/8" 5 1/2" Hel ical 66 thru 84 12 0.052(18 a) 2 x 2 x 3/16 4 1/2�" 5 3/S" 5 1/2:' Band 3 x 1 36 thru 60 14 0.052(18 ga) 2 x 2 x 3/16 3 1/2" 3 3/8" 5 1/2" 60 ihru 120 �4 0.052(18 ga) 2 x 2 x 3/16 4 1/2" 5 3/8" 5 1/2'" , Wing 2-2/3 x 1/2 thru 60 12 0.052(18 ga) 2 x 2 x 3/16 3 1/2" 3 3/8" 5 1/2" Channel thru 72 12 0.052(18 ga) 0.079(14 ga) Band • 78 thru 84 12 0.079(14 a) 0.109(12 a) 3 x 1 36 thru 84 12 0.052(18 ga) 0.079(14 ga) ' 90 thru 120 12 0.052(18 ga) 0.109(12 ga) Channel 2-2/3 x 1/2 thru 42 3/4 0.079(14 ga) 2 x 2 x 5/16 1 1/2" •• 1/2" Band 48 thru 54 3/4 0.079(14 ga} 2 x 2 x 5/16 1 1/2" •� 1/2" thru 54 3/4 0.079(14 ga) 0.079(14 ga) ' 60 thru 66 3/4 0.079(14 ga) 0.079(14 ga) 60 thru 72 1 0.109(12 ga) 0.079(14ga) th��q 4 0.052(18 ga) 1'hx2'hx3/16 1 1/2" 3 1/2" Hugger 2-2/3 x 1/2 thru 72 10-1/2 0.052118 ga) 0.079(14 ga) ' Band 78 thru 84 10-1/2 0.079(14 a). 0.109(12 a) 3 x 1 36 thru 84 10-1/2 0.052118 ga) 0.079(14 ga) 90 thru 120 10-1/2 0.079(14 ga) 0.109 112 ga) ' POSITIVE JOINTS Universal 2-2/3 x 1/2 thru 36 12 0.064(16 ga) 2 x 2 x 3/16 3 1/2" 3 3/8" 5 1/2" Band thru 36 12 0.064(16 ga) 0.079(14 ga) (Dimpled) 42 thru 60 16-1/4 0.064(16 ga) double 0.079(14 ga) , Annular 2-2/3 x 1/2 thru 36 12 0.064(16 ga) � 2 x Z x 3/16 3 1/2 3 3/8 5 1/2" or 42 thru 60 12 0.064(16 ga) 2 x 2 x 3/16 3 1/2" 3 3/8" 5 1/2" Helical 42 thru 60 12 0.064(16 ga) 2 x 2 x 5/16 3 1/2"• 5 3/8" ' Band 66 thru 84 24 0.064(16 a) 2 x Z x 5/16 5 1/2" 7 3/8" 3 x 1 36 thru 60 14 0.064(16 ga) 2 x 2 x 3/16 3 1/2" 3 3/8" 36 thru 60 14 0.064(16 ga) 2 x 2 x 5/16 3 1/2" 5 3/8" 66 thru 120 25 0.064(16 ga) 2 x 2 x 5/16 5 1/2" 9 3/8" ' Wing 2-2/3 x 1/2 thru 60 12 0.064(16 ga) 2 x 2 x 5/16 3 1/2" 5 3/8" Channel thru 48 12 0.064(16ga) 0.079(14 ga) Band � 42 thru 48 12 0.064(16 ga) 0.109(12 ga) 54 thru 60 12 0.064(16 ga) double 0.079(14 ga) ' 66 thru 84 12 0.109(12 a) double 0.109(12 a) 3 x 1 36 thru 78 12 0.064(16 ga) double 0.079(14 ga) 84 thru 96 12 0.079(14 ga) double 0.079(14 ga) 102 thru 120 12 0.109(12 a). double 0.109(12 a) ' Channel 2-2/3 x 1/2 thru 24 3/4 0.079(14 ga) 0.079(14 ga) Band • 30 ihru 42 3/4 0.079(14 ga) 0.079(14 ga) „ 30 thru 42 1 0.109(12 ga) 0.079(14 ga) If channel height is greater than corrugation 48 thru 54 1 0.109(12ga) 0.079(14 ga) height, angle may be notched to fit and weided or double bar and strap required. ' Hugger 2-2/3 x l/2 thru 48 10-1/2 0.064(16 ga) 0.079(14 ga) Band 42 thru 48 10-1/2 0.064(16 ga) 0.109(12 ga) ""See sheet 2 of 3. 54 thru 60 10-1/2 0.064(16 ga) double 0.079(14 ga) 66 thru 84 10-1/2 0.109 12 a double 0.109 12 a ' 3 x 1 36 thru 66 10-1/2 0.064(16 ga) double 0.079(14 ga) 72 thru 84 10-1/2 0.079(14 ga) double 0.079(14 ga) 90 thru 120 10-1/2 0.109(12 ga) double 0.109(12 ga) ' OVED Feb. 17� 1981 STATE OF MINNESOTA SPECIFICATION STANDARD DEPARTMENT OF TRANSPORTATION REFERENCE PLATE NO. ,��,.�.�:._ CORRIl�ATED STEEL PIPE 3226 3221 C � Assi rrt Division Director COU�LING BAND 1 of 3 Tachnical Services (JOINT TABLES) W , w , B � � Q ' .. � Pitch ' �-- �— � SINGLE DINBPLE SECTION ��NUL�►R Ot�HELICI�L SEC�'i0N w W � 2-2/3" 2-7/8" B B C � �1-i/8" ' ~ '� I � DOUBLE DIN6rLE S�CTION �— �.-�--1-3/8�� (For pipe diameteis 78"and greater) ' W WING CHANNEL SECTION 7-5/8" W-�e joint tables for dimensions ' B -As required to fft Helix anqle 7"min. O C -As required to fit Helix anqle 2-2/3"min. � Q See Joint Table for dimensons I � � � ./ � ' NUGGERSECTION CHANNEL SECTION �OUPLING BAND TY�ES Forged Steel Bar , Tension Su�ap �+A-'�'{�Joint Sealant 2-1/4"s 8"Lg. q ' 7/8"dia. ' ' Channel Band I I when required . PProx. ' , 1-1/4" � ¢l�„ Fiange Heiqht a� Bolt Bar Couplinq Band 9/16" 5/8"+1/8" M square T'OP VIEW " 1,1 �• hole 5-i/4" ��-Thickness Ql , Miu. 9��in. 1/2'� C.M.P. p�erlapping channel � Spot Weld �L_.!/� ' - SEC'PION AT �nq�,2� L3' i_ CONNECTION , �o�� LEFT SIDE �toB RtEw CHANNEL SECTION STRAP BAR AND STRIRP .064 thick Strap Spot weld Channel Band Spot weld , L 2"x 2" as required ., •, Spot weld ��9�d L 2 x 2 ��d Channel -�—� �• � _�- N �� • _ • •• • • • • Band Channel ' TOP YIEW �� TOP VIEW TOP VIEW 1/2"dia.Carria� L 2"a 2"x 5/16" 1/2"dia.Carriage L2"x 2"x 3/16" , Bolt and Nut with 9/16"x 7/8" Bolt and Nut with g/16"x 7/8" �� slots etots 1/2 dia.Carriaqe Bar � _ _ _ _ __ $olt and Nut. Tension Strap Q� � � r _ (14 Gage) , `�� +i % r Channel Band ' Channel Band Channel Band .064 Thick strap SIDE VIEW SIDE VIEW SIDE VIEW ALLOWABLE ALTEFtNATE ' I�N�LE CONP�ECTION BAR&STRI�P �0�6NEEY1�6 �(Ch�nne�� [C6annell APPROVEDFeb_17�1981 STATE OF MINNESOTA SPECIFICATION ST�1NpARD ' DEPARTMENT OF TRANSPORTATION REFERENCE PLATE �.� �_ ��i��1�iAYE� STEEL PI�E �o: �+ Il� 3226 3221 C Assi t Division Director �i��.0�i71 �I�� 2 of 3 � Technic�l S�vices pSSEMBLIES) � � �. � 0000. o o� _ o00 00 00 3 � � 3 • ° � • o 0 0 0 0 ' o 0 0 . �F.ight spaces as required See Dimple Section ��t Helix angle See Dimple Section , BAR & STRAP DIMPLE BAND aNGLE DIMPLE BAND See Bar and Strap details See Anqle Connection Deta�1 ' � I i .. . . . , .. .. �� See Detail'•A•, �� See Deta1•,A" ' TYP. SINGLE STRAP TYP. ANGLE CONH. W� Rivet or Spot Weld �. w .i 1/2"Bolt 1`yp. ' - 4„x��W,•Sheet same I I 1-1/8" Hugger 7`YPe thiclaiess as tenffion atrap. � 2„ ��, I Attach as per manufacturers recrommendation.(Huqger or � N Wing Type on1Y) ' , _ •I • . � . 'd' 1 e •. o ' o •• � �9te See Deta�1"A�• • � . . SKEWED ANGLE CONN. ' �� e��"A„ (HELICAL BRND ONLYj Spot weld Band asreq . See Bar and Strap details � TYP. DOUBLE STRAP BAND � - -- '• i W Typical Singie Strap L 2"x 2" Varies Band Angle � Joint in P'i e Q,Bolt' •: �d,��e .. 1/2 Dia.Bolt 1-1/2 x 2-1/2 , � x 3/16 /— Pe � Hol$ � 4�TOP VIEW Z••lonq � � Variable �'�'—�� 2-2/3"x 1%2"x 4' Joint Sealant as required (��vet F"- 1-1/8" L 2"x 2". Holes f� � � Huqger Band for Hugger.Wing Helical ---y 1 ' and.Annuler � � or Weld SIDE VIEW 1/2"Bolts /�/��.�-`. DETAIL "A" �Dv�w �� BAND COUPLER. ANGLE SECTION No�s: HUGGER BANDwithANGLE ' 1.Base metal of connecting bands ahall be the same as 6.$ands shall lap on an equal portion of each of the culvert required for culvert pipe, sections to be connected. 2.Connectinq bands and hardware whall be galvanized in '7,For helically corrugated coupling bands, the connection accordance with Standard Specifica'tions. �q��y be�ented parallel to the pipe axis when slotted 3.For pipe arches use the same width band as for round pipe �lt holes are used to allow adjustment to helix angle. ' ' of equal periphery. 8.Two piece band required for pipe greater than 42"diameter. 4.Coupling bands may be three numerical thicknesaes lighter 9.Alternate angle construction auch as die-formed anqle vs. than that used for the pipe, but not less than 18 gage" hot roIled anqle and slight angle configuration mo�cations (0.052")thick. may be uaed when approved by ttie Of�ce of Materials ' S.For all bar and strap connectinq bands the bar diameter ��g shall be 7/8" with a yield strenqth of 32,000 ps for use with strap thickness of 0.079 inches and 45,000 psi for u� with strap thicla►ess of 0.109 inches.Use 1/2 inch diameter connectinq bolts. ' A VED Feb. 17 1981 STATE OF MINNESOTA SPECIFICATION STANDARD DEPARTMEIVT OF TRANSPORTATION R�FERENCE PLATE � �,,�;�L,,,,;_,,._ CO��YUGATED STEEL PIPE NO' 3226 �2 2� L+ � Assi nt Division Qirector ��-�� B�� 3 of 3 Technical Services (BAND DETAILS) ' ' i�� / �� \\- - , � � � � � 1 � 1 ' \ �_ --- � � PIPE — -- ♦ / B � � �� T - --- , 5" I _ PIPE TOP VIEW 5�� ' REINFORCEI+ffNT NOT SNOwN TOP VIEW _______ FiEINFORCEI�NT NOT SHOWN ' �_____= 3 '° '__==== 3 ... � I ' �_ `_' •'.'. O , 5a v� 2u WW � � / �� X 5�� 6 � N O ' W �. � 2 �V /:,',� � SL�E � SLOPE 1" PEA FT. \ � 1 I�:: \ i-1/2" ' PER PT. � '----- — ' I�QN. �'. ...�':�_�_ ' .—t v o � o 0 o . v. 4 ' e� a, q _ Z Z�� 4�� MAX� ' � Z Zu ' v'� CLR. �'� CLR. 5�2�� 3�4�� SECTION A-A SECTION B-B ' DESIGN G DESIGN H . ' NOTES: ' REINFORCINGr SINGLE LINE STEEL WIRE FABRIC HAVING AN QS HEIGHT OF STRUCTINtE MAT BE INCREASED UP TO 1 PT. BY - AREA OF NOT LESS THAN 0.12 S0. IN. PER F00T OF HQGHT. THE USE OF A PRECAST SECTION OR CONCRETE BLOCK 1Q 2'3" NOM. OPEtiINC. MHEN GRATE FRAME CASTING N0. E02A ��TRUCTION ABOVE THE CONE SECTION. SEE STAI�ARD OR N0. 805 IS USED, SEE STANDARD PLATES CASTING LIST. PU►TE �002 FOR BLOCK CONSTRUCTION. , 02 A STRAIGHT TAPERED wALL IS ACCEPTABLE. O � � ALTERNATE, BRICK OR CONCRETE BLOCK MASONRY MAT 8E USED. FOR WITEHIALS 8� CONSTRUCTION WETHOOS. 03 REFER TO PLAN FOR CASTINCS RECUIRED. USE SEE STANDARD PLATE 4002 COPIE SECTION DETAILS OF ADJUSTING RINGS MHERE NECESSARY. 5EE STANDARD 4002 DO NOT APPLY. ' PLATES INDEJ(. CASTINC AND PRECAST CONC. ADJUSTINC RINGS,SHALL BE SET ON FULL MORTAR BEDS. 04 8 IN. POIAtED CONCRETE BASE. BASE REINFORCEMENT� 0.12 Sfi. IN. PER FT. IN EACH DIRECTION. AN APPROVED ALTERNATE PRECAST CONCRETE BASE MAY BE USED. DESIGN G ' DESIGN H APPROVED JULY 31.1995 STATE OF MINNESOTA SPECIFICATION STANDARD ' ——————— DEPARTMENT OF TRANSPORTATION REFERENCE PLATE 2506 N0. ��J�iP MANHOLE OR CATCH �ASIN - PRECAST REVISED 4 0 0 6 L ' STATE DESICN ENGINEER 8_�_96 U ' 2-1/2" 27"OIA. 5" HpNp�1NG HppK— i�, CABIE OR BAR TOP OF ' ` CONE � z ...... . �..�• .. :�Z �� '.;:. �� '_'^_�: .. .. .. . .�'- ' , ':; . ••, ••. .. .. •. iO N .,�' HANDLINC HOOK �2 Q '• 1 . L ' ..� �J ' � �I 46"DIA. .I_5 �) � ' TYPE C CONE SECTION 6"t 2T"�lA. 15-1/2" � ' MANOLING � _ CUT OFF FLUSH ' NOOK in AFTER INSTALLATION 1 �.: NOTES: t . � . �'... 1-1/2�� APPROXIMA7E INEIGHTS: � � ' COt� SECTION = 1350 LBS. ALTERNATE SECTION = 1900 LBS. •.: REINFORCItrG: S�t.E LINE STEEt. wtRE F�BRIC HAviNC ' i ;,� i AN AREA OF NOT 1E55 THAN 0.12 50. IN. �� ' —� PER F00T OF F�ICHT. I 48'•DIA. �(�S��I O GRO�AJOINT SNOT APPI.ICABNGUE AND ' TYPE C Q2 OTHER SECURED YETH005 FOR NANDLINC ALTERNATE ARE PERMITTED. SHORT CONES ' , , � � - + - ' . NOTES: �1 CONSTRL�TION �' 1�1M ORAINAGE ' STRUCTURES. TNE NUTABER OF ADJIJSTINC RINCS USED PER IiAAAWHOLE OR CATCN BASIN SHALI BE IIMITED TO PROVIDE A AIAX21+0.1M THIpCNE55 OF 6" INCLUDINC MIORTAR THICKNESS (fi" RING IS NOT ALLOINED ON ' TOP viEw t�M CONSTRUCTION). CONCRETE RINCS I�1ST BE ENCASED IN MORTER. OO 1/4" R. �APPROX.)GROOVE� SEE STAI�ARD PLATE 4026. ' N •.�.�.i. , i1 p�i�oaciNc, I 5" ( 27"OIA. I 5" � A SINCIE HOOP OF 8 CAGE STEEL MIRE. �" �� Q2 VARIABLE THICKNESS. 2" MIN. TO 6" tAAX. SECTION A-A ' CONCRETE ADJUSTING RING , �ppRpyEp tiIARCH 14. 1996 STATE OF MINNESOTA SPECffICATION STAt�ARD — DEPARTI�NT OP TRANSPORTATIOPI REFERENCE PLATE CONCRETE SH�RT CONE 2506 No. — ��/�"� — AND ADJUSTING RING REVISED 4010H ' STATE OESIGN ENGII�ER t SECTIONAL EONERETE) T-20-98 U ' IIFTING LOOPS OR OTHER I �_T APPRO��IIFTII� DEVICES. • , �� (MUST NOT INTERFERE / WITH BARREL SECTION ) I �� ' a I a . � -- � � REINFORCING IN EACH , � OIRECTION. SEE TABLE FOR SPACIt�: REOUIRED. 2Q I �� \ \ ' ` 1-1/2"CLR. � TOP VIEW I I STRUCTURE SIZE , � I I —�------�—i I�STRUCTURAL BARREL OUTLET PIPE I I I I ��E INVERT 1NSIDE � � CaST I�FIELD� � �� I 1-. —_ _�_ . i i � (, � %: • - .-. .- -y r � �_ .��,�_�-r ��'1 � T�2 SLOPED OR VERTICAL SIDE. , PRODUCERS OPTION OUTSIDE DIAI�TER I PRECAST CONCRETE BASE ' SECTION A-A � STRUCTURE PRECAST CONCRETE BASE ' OUTS2DE 1/INII�RJ�A REIi�. 2O APPROX. � (I1�F�S) O�T� t IPN:HES) BAR SPACING �IGHT ' •(�S) NWBER (INCHES) (POIA�S) 30 �� 6 13 12 T90 I 46 6� 6 13 12 1.680 54 T2 8 13 12 2.830 , 60 78 8 13 12 3.320 I 66 85 8 13 12 3 940 T2 92 8 13 12 4.620 78 100 8 13 12 5 460 84 106 8 13 8 6.130 � 90 11� 8 13 8 7 090 96 120 8 13 8 7.850 302 127 8 13 8 8,800 108 132 9 13 8 10.690 OO NOTESS 120 1�6 12 13 8 17 ��0 132 160 12 13 B 20.940 ALL REBARS ARE IN 1�TRIC QESIGNATIONS 144 1T4 12 13 6 2� 7T0 O ALTERNATE T = 10"WITH N0. 13 BAR SPACED AT 10". � Q Ef�IIVALENT 1NIRE I�SH IAAY BE USED. APPROVED OCTOBER 17.1994 STATE OF 1�11�SOTA SPECIF[CATION STAI�Ai� ——————— �EPARTI�N'f OF TRANSPORTATION REFERENCE PLATE 2506 �' ��"� PRECAST CONCRETE BASE �,�5� 4011E STATE DESICN ENGINEER 2-10-2000 bK.J. c� , ' ' ' . ' CONCRETE COLLAR '�,,,, �`� ' � '' '�• �,' --- `�� . ;. �`. % ;r---+°=---- =: �� : � • •" ;� •� : ; � • . . . ,� , .� .� � , , � , � ; ; � � •,, ; : , , , , r . ," " , . � � : � ' + �': �: : . . � ' � �� : : � � � ; �; . . `� � � • • � :i � �i� i� � ' ,, ,� �� , , . l�� '�� J � i �� i� • �, �� ,PLAN I ' PAVEI�NT SlR2FACE � � ' I a : 4� ' 0 - IdORTAR BETMIEEN q'!-�. . ••..••••.•, • ,..;..• ....... CASTII�.RINGS ANO STRUCTI�iE q• .. 4' � • 6„ ' MAX. CONCRETE COLLAR TO ENCASE CASTING AND CONCRETE ADJUSTING RINCS. USE MAI�iOLE OR ' CONCRETE CI�tB AND CUTTER MIX.OR CATCH BASIN MORTAR 1AIX t SPEC.2506.28 ]FOR COLLAR. ' SECTION , ' ' ' APPROVED _�1LY 1, 1998_ STATE OF MINNESOTA SPECIFICATION STANDARO - DEPARTMENT OF TRANSPORTATION REfERENCE PLATE N0. �'��f�� CONCRETE ENCASED 2506 ' —srnrE nEsicN ENciN�R— COIdCRETE ADJUSTING RINGS 4026A , ' ' ,'Z, , i�_— _~�� / \ '��fi ' � \ • / i � O / \ ��' . / � �� ' / \ � . / ` t � p � 1 A I � — — — — � HALF TOP VIEW , � 15/32" 26" OIA. 5� 24" DIA. , � FINISHED - T/8" MACHArE FINISF�D SEAT M ' 0 H e+ � 13/16" R. � 1 � -- ' m � � - Q �i� 5/16" �� r' � 27-9/16" OIA. 3-15/16" \ P , : 35-7/16" DU. � SECTION A—A ' c No.�oo-� sFwwN � , ' NOTES: ' THIS RING CASTING TO BE USED IN CONJUNCTION NITH ANY 4" CASTING N0. ?00-4 (98 LBS.) OF THE FOLLOWING CASTINGS: 7" CASTING N0. 700-7 (118 LBS.� MANHOLE COVER N0. T15 OR N0. 716 MAi�N�IOLE OR CATCH BASIN GRATES N0. 720 OR N0. 721. B�� CASTING N0. 70O-S 01 ALTERNATING GUSSETS (3 EACH ). 9" CASTING N0. 700-9 , 10" CASTING N0. 700-10 APPROVEO OCTOBER 25,1996 STATE OF IAINNESOTA SPECIFICATION STANDARD , ------- DEPARTMENT OF TRANSPORTATION REFERENCE PI.ATE ��J�iP�� RING CASTING FOR MANHOLE �� ZS°6 4101D -sTATE oEs��- OR CATCH BASIN ' U ' , Q� SS3N��IH1 43HSINI! ' ��8/L � � Q � Q � n , �� W � � � m � J 4 � _ N O ,,, ' � _ �� .r � � P � -' . a .� � r 3 < ° "' ` a W N O ~ ti p � �Z � = m Z � �s , � - 'F�— �ti a2 n N .�8/5 ..Z � �Z �� Z �+ .'. r „�„ F-O <.., � �N N < N („��"'1 �0\D . � W W ' C� c.> � c d Z� � `W I �' �� ' � -- � o� 0 �; �� O N .�. r x W�' ' •� � . �_ r � b J�.Zi � �WyS� � O ��`�j�t � =V� � uZ ' � �� d 0 ' SS3NlqIH1 7 a� 03FISINI� o ��I �.8/! " 0 � I A ' _— _ � v � d o � � 0 °° o � Z � ' � _ � �- � � � ti N :+ Q � 3�` i " i � � ' Q �O o � .�Z c a x r=- G 0 > Z f ..�. � Z� s \ + �` V ^ N � �O W � p� � � - � ►—c, � ' � ~ N � � N U �� V � r N � � �� J d J N = ' � N ' W H � �� ti �� N �f.7 � L� = �� , — _ o z� � 2� N ' „�-T � �� _� CASTING N0. 720 a CASTING N0. 721 ' APPROYED Q�l. 1� 1966 STATE OF Mlt�IESOTA SPECIFICATION $TANDARD DEPARTI�$NT OF TRANSPORTATION REFERENCE PLATE LU. ,A. C'��r/ SPECIAL GRATE CASTINGS 2506 No. ' A55�STAN7 C�ii11S31WI8R F'OR CATCH 6ASIN REVISED 4140D ENGINEERINO STANDARpS CONVEX AND CONCAVE 5-5-99 A.K.J. F303 CIRCULAR REINFORCEMENT ' BAR.APPROX.3'2"DIA. -- ___ F301 (TYP.) 3/4"LETTERS DEPRESSED 1/8" , : � , ` ` ``` , : ;� `. �. >> �s� � i i �� `� 1 4'j v i i � � �' � i i �� i '� �O � , � � � i B ` ` ' ` B �` I !_ ' ' ' ' � A A � � + � � � � � � � � � � � + � , , , � � , , � � , � ' , . , , � . . . : : �`. �� % % '* > •�` �. , � ++ � + _ o't� ^ �� N ' 211 F302 CIRCULAR REINFORCEMENT BAR.APPROX.2'9"DIA. , TOP VIEW TOP VIEW 3'6" � 4-1/4" 4-3/4" 2�� TOP OF 2�9�� TOP OF FRAYE N? 1��RAD. TOPSOIL 1�u�� _ _ , U �y � \ � N � i N 1- 1[f m _ .�; � ..•..•:J. �os � � Q ':=--r. t��:':'.��. �•::..':: PAY HEIGHT 1�� 1�y�� 1�� , F302 COMPUTED TO THIS � 2�3�� _� � SECTION A-A �cHr..�oi eaRs `-CONCRETE.FRAAIE SHALL STOOL TYPE GRATE ' tSEE DETAIU ECUALLY SPACED BE SET ON A FULL (CASTING N0.T31 ) M�T� B� APPROX.wQGHT 200 LBS. SECTION B-B , REINFORCED CONCRETE FRAME (FOR CASTING N0.731) � RADIUS ' e 5��t ' F301 FRAME NOTE: , FRAME MAY BE PRECAST OR CAST-IN-PLACE. CASTING N0.731 & FRAME APPROVED MARCH 14. 1996 STATE OF MINNESOTA SPECIFICATION STANDARD ' ——————— DEPARTMENT OF TRANSPORTATION REFERENCE PLATE N0. ��*-o//�� STOOL GRATE & CONCRETE FRAME 2so6 4143E 57aTE oEsicN �cn�t (MEDIAN DRAINS ) ,