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2002-08 Specs for Utility & Street Construction I I I I I I I I I I I I I I I I I I I SPECIFICATIONS FOR: UTILITY & STREET CONSTRUCTION Prepared for: Prepared by: Project # 19990360.02 Towne Lakes 2nd Addition Single Family Residential AI bertvi lie, M N August, 2002 Contractor Property Developers Company 7100 Northland Circle, Suite 108 Minneapolis, MN 55428 763-971-0477 Contact: Dave Hempel Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone 952-937-5150, Fax 952-937-5822 Contact: Fran Hagen, II k.....': I-:~> ~> \ .. " \', ",.,'~",. ~",. "-1<.;., ~.t_, ._ -..\~..~., I I I I I I I I I I I I I I I I I I I SPECIFICATIONS FOR: UTILITIES AND STREETS Towne Lakes 2nd Addition ALBERTVILLE, MINNESOTA Owner: Contractor Property Developers Company Planner, Engineer, Surveyor: Westwood Professional Services, Inc. ~I~~ESOT A DEPARTMENT OF . D,VIsIon of Environmental Health HEALTH This is to certify that this is ~ coP! of the plan referred to ", approval lefter . . - - - - -....w.....!... . . . on water Improvements, dated AUG 2 9 2002. I hereby certify that this specification was prepared by me or under my direct supervision and that I am a duly Lice Professional Engine under the laws of the State of Minnesota. 8 -/~-OZ-- Date I I I I I I I I I I I I I I I I I I I INDEX TO CONTRACT DOCUMENTS DIVISION I - CONTRACT REQUIREMENTS INSTRUCTIONS TO BIDDERS.................. ..................................................... ..IB "SAMPLE" AGREEMENT BETWWEN OWNER AND CONTRACTOR ON THE BASIS OF STIPULATED PRICE. .......... ... ......... ...... ......... ... ................ ...A SUPPLEMENTERY CONDITIONS TO THE GENERAL CONDITIONS......................SC GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT (EJCDC)...............GC DIVISION II - SPECIFICATIONS SPECIAL PROVISIONS TO THE STANDARD UTILITY SPECIFICATIONS...............SPU SPECIAL PROVISIONS TO THE STANDARD HIGHWAY SPECIFICATIONS............SPH CITY OF ALBERTVILLE STANDARD DETAILS DIVISION III - GEOTECHNICAL REPORT BRAUN INTERTEC GEOTECHNICAL EVALUATION REPORT, DATED 12/15/99 I I I I I I I I I I I I I I I I I I I INSTRUCTIONS TO BIDDERS 1. PROPOSALS. A separate copy of the Contractor's Proposal or bidding blank is included in loose form with this manual. All proposals must be on these official blanks. Any alteration of the Proposal form may be cause for rejection of the Proposal. Additional copies may be obtained at the office of the Engineer. 2. DELIVERY OF PROPOSALS. Each proposal and all papers bound and attached thereto shall be placed in an envelope and securely sealed therein. Envelopes shall be so marked as to indicate the following: A. Bid for TOWNE LAKES 2nd ADDITION B. Name of Bidder C. To be Opened The envelopes shall be addressed to the designated officials of the Owner. They may either be mailed, delivered by messenger, or submitted in person. A faxed bid will be accepted for this project All proposals shall be at the office of the designated recipient before the time set for opening proposals. Proposals arriving after the time designated for opening proposals win be returned unopened, or unread should a faxed bid be allowed. Proposals arriving by mail after the designated opening time will be returned to the sender unopened. All bids will be opened and read privately, by the Owners, who will advise the Contracbrs as soon as possible, of the decisions made. 3. CONDITIONS IN BIDDER'S PROPOSAL. The bidder shall stipulate in his proposal any conditions for which provisions have not been provided on the proposal form. 4. WITIIDRA W AL AND MODIFICATION OF PROPOSAL. A Bidder may, without prejudice to himself, withdraw, modify, or correct a proposal after it has been deposited with the Owner. Any request for such withdrawal, modification, or correction must be filed with the Owner in writing or by telegram, before the time set for openingproposals. The original proposal, as modified by such written or telegraphic communication, will be considered to be the proposal submitted by the Bidder. No proposal can be withdrawn, modified or corrected after the time set for openingproposals. 5. PREPARATION OF PROPOSAL. The blank spaces in the proposal shall be filled in ink or typewritten and any alterations or interlineations shall be initialed by the Bidder. IE-I I I For each and every item for which a quantity is given, the bidder must snte the prices for which he proposes to do each item of work contemplated. I The Bidder's Proposal must be signed in ink by the individual, by one or more members of the partnership, or by one or more officers of the corporation submitting it. If the propCEal is made by an individual, his name and post office address must be shown; if made by a partnership, the name and post office address of each member of the partnership must be shown; if made by a corporation, the corporate seal must be affixed and the name and title of the individual signing the proposal and the corporation's business address must be shown. Anyone signing a proposal as agent may be required to submit satisfactory evidence of his authority to do so. I I A proposal may be considered irregular and may be rejected if it shows any omissions, alterations of form, additions not called for, conditional or alternate bids not called for, or irregularities of any kind which may tend to make the proposal incomplete, indefinite or ambiguous as to its treaning. I 6. EXAMINATION OF THE PROPOSED WORK AND PROJECT MANUAL REQUIREMENTS. Bidders shall inform themselves concerning the conditions under which the work is to be performed, determine the availability of materials and labor, examine to their satisfactionthe quantities of work to be performed as determined from the drawings and project manual, thoroughly review the drawings, project manual and other contract documents to make sure all requirements are fully understood. Failure on the part of the Bidder to ascertain all the requirements of the Drawings, Project Manual, other Contract Documents, and conditions at the site of work shall not constitute a basis for extra compensation nor relieve the Bidder from any obligations. I I I No bidder may rely upon any statements or representations of any officer, agent, or employee of the Owner with reference to the conditions of the work on the character of the soil or other hazards which may be encountered during the course of construction. I The submission of a bid will constitute an incontrovertible representation by the Bidder that he has I A. Examined the Contract Documents thoroughly, I B. Visited the site to familiarize himself with local conditions affecting the Work and performed all subsurface investigations which he has deemed necessary, I C. Familiarized himself with federal, state, county, and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, and I D. Studied and carefully correlated his observations with the Contract Documents. I The Bidder shall base his proposal on materials and equipment complying fully with the Drawings and Project Manual, and should his bid have been based on materials or equipment which do not conform, or which in the judgment of the engineer does not meet the requirements ofthe "Or Equal" determination, the Bidder shall furnish materials and equipment as specified, at no change in contract pnce. I 7. BID SECURITY. No bid security is required for this project. I I IB-2 I I I I I I I I I I I I I I I I I I I I 8. INTERPRETATIONS OF PROPOSAL ESTIMATES. The quantities as shown in the Proposal are estimated and are furnished only as a basis to prepare a bid and to determine the low Bidder. The quantities shown in the Proposal are not guaranteed to be exact. The Contractor agrees that he will make no claim for anticipated profits, or for losses because of any difference between the work actually done or materials furnished and the estimated quantities stated in the agreement. 9. INTERPRETATION OF CONTRACT DOCUMENTS. If any person contemplating submitting a bid for the proposed Contract is in doubt as to the true meaning of any part of the drawings, project manual or other Contract documents he may submit to the engineer a written request for an interpretation thereof. An interpretation of the documents will be made only by an Addendum duly issued. The addendum will be mailed, sent by telecopy, or delivered to each person receiving a copy of said documents (planholders) and become a legal and binding part thereof. 10. COMPETENCY OF BIDDERS. If so requested by the Owner, the Bidder shall furnish a complete statement of his experience as well as the amount of capital and equipment available for the proposed work. No contract will be awarded except to a responsible Bidder, capable of performing the class of work contemplated. Failure on the part of any Bidder to satisfactorily complete previous projects within the specified time, or his lack of experience, equipment or capital necessary for the satisfactory completion of the work, may be deemed sufficient cause for disqualification. II. DISQUALIFICATION OF BIDDERS. Evidence that any Bidder is interested in more than one proposal for the same project will cause rejection of all such proposals. Collusion between the Bidders will be considered sufficient cause for the rejection of all bids. 12. AWARD OF CONTRACT. The Owner reserves the right to reject any or all bids, or to accept such bid or bids as, in the opinion of the Owner, will be to the best of his interests. No Bidder may withdraw his bid for at least ten (10) days after the scheduled closing time for the receipt of bids. Comparison of bids will be based on the total bid after the addition of the amount of the correct multiplication of each unit price applied to the number of units or the total bid lump sum. 13. TIME OF PERFORMING CONTRACT. The Notice to Proceed with the work will be issued at the pre-construction conference. The dates that work shall commence and be substantially complete are stated in the Bid Proposal. 14. UNIT PRICES CONTROL. The total amount of the contract shall be based on the unit prices. The total amount of the contract shall be the correct addition of the extended prices which in turn shall be the correct product of the number of the units times the unit price. 15. TAXES. Each Bidder shall include and shall be deemed to have included in the prices quoted in the Contractor's Proposal the amounts which it is estimated will be payable by the successful Bidder on account of taxes imposed by any taxing authority upon the sale, purchase or use of materials, supplies, or equipment incorporated in the project. All taxes, shall be payable by the Bidder awarded the contract for the construction of the project. Successful Bidder is subject to payment of Minnesota income tax i1 amount prescribed by law. If !B-3 I successful Bidder is a non-Minnesota partnership, individual or association, he shall furnish evidence, prior to execution of contract, that bond or securities have been posted with the Minnesota Department of Revenue in the amount required by law. I 17. O.S.H.A. PROVISIONS. This contract, including all materials, equipment and workmanship, is subject to the provisions of the William'1.Steiger Occupational Safety and Health Act of 1970. I The Contractor shall have Right-to-Know and A W AIR Programs approved by O.S.H.A. in place. If so requested, the Contractor shall show evidence of these programs. I 18. COST OF CHANGES. In all contracts where equipment is furnished, due to lack of standardization of equipment as produced by the various manufacturers, it may become necessary to make minor modifications in the structures, buildings, piping, mechanical work, electrical work, accessories, controls, etc., to accommodate the particular equipment use. The Contract price shall include the co~ of making all of the aforementioned necessary changes as well as the cost of preparing detailed drawings showing such changes subject to the approval of the Engineer. I I I 19. SUBCONTRACTING. The Contractor may subcontract portions of the work; however, if the subcontract exceeds $500.00, the Contractor must name such intended subcontractor and amount of subcontract on a sheet to be attached to and included with the Proposal. The Contractor shall not subcontract more than fifty percent (50%) of the value ofthework. I I I 20. PROJECT RECORDS. The payroll records and all other project records of the Contractor and each subcontractor shall be maintained during the course of the work and retained for a period of 3 years after completion and acceptance of the work. These records shall be made available during the 3-year period to authorized representatives of the local, county, state and Federal governments. I I I I I I I I IBA I I I I I I I I I I I I I I I I I I I I AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE THIS AGREEMENT is dated as of the _ day of in the year 2002 by and between CONTRACTOR PROPERTY DEVELOPERS COMPANY (hereinafter called OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK. 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Utilities and Streets, Towne Lakes 2nd Addition, Albertville, MN ARTICLE 2. THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the part is generally described as follows: Utilities and Streets, Towne Lakes 2nd Addition, Albertville, MN. ARTICLE 3. ENGINEER 3.01 The Project has been designed by Westwood Professional Services, Inc., 7599 Anagram Drive, Eden Prairie, MN 55344, who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 4. CONTRACT TIMES. 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as state in the Contract Documents are of the essence of the Contract. 4.02 Days to Achieve Substantial Completion and Final Payment A. The Work will be substantially completed on or before the date stated in the Bid Proposal and completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions on or before the date stated in the Bid Proposal. 4.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the A-I General Conditions. The parties also recognize the delays, expense and difficulties involved in proving the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER One Hundred Dollars ($100.00) for each day that expires after the time specified in paragraph 4.02 for Substantial Completion until the work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining work within the time specified in the Bid Proposal for completion and readiness for final payment or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER One Hundred Dollars ($100.00) for each day that expires after the time specified in paragraph 4.02 for completion and readiness for final payment. I I I I I I I ARTICLE 5. CONTRACT PRICE. 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds as detailed in the attached CONTRACTOR's Bid. As provided in paragraph 11.03 of the General Conditions, estimated quantities are not guaranteed, and determination of actual quantities and classifications are to be made by ENGINEER as proved in paragraph 9.08 of the Genera Conditions. Unit prices have been computed as provide in paragraph 11.03 of the General Conditions. A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. I I I I I I I I I ARTICLE 6. PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments 6.2 Progress Payments; Retainage. A. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER, on or about the 20th day of each month during construction as provided in paragraphs 6.02.A.l and 6.02.A.2 below. All such payments will be measured by the schedule of values established in paragraph 2.07.A of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements: B. Prior to Substantial Completion, progress payments will be made in an amount equal to thepercentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with Paragraph 14.02 of the General Conditions.95% of the Work completed (with the balance being retainage). Payment for materials on site shall not be allowed at anytime. A-2 I I I C. Upon Substantial Completion, in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price (with the balance being retainage), less such I I I I I I I I I I I I I I I I I I I amounts as ENGINEER shall detennine, or OWNER may withhold, in accordance with Paragraph 14.02.B.5 of the General Conditions. 6.3 Final Payment A. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.07. ARTICLE 7. INTEREST 7.01 All money not paid when due as provided in Article 14 of the General Conditions shall bear interest at a rate of 8.0% per annum. ARTICLE 8. CONTRACTOR'S REPRESENTATIONS. 8.01 In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents (including the Addenda listed in Article 9) and the other related data identified in the Bidding Documents including"technical data." B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, perfonnance or furnishing of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, perfonnance and furnishing of the Work. D. CONTRACTOR has carefully studied all (1) reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in Paragraph 4.02 of the General Conditions and (2) reports and drawings of a hazardous Environmental Condition, if any, at the Site which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. CONTRACTOR acknowledges that such reports and drawings are not Contract documents and may not be complete for CONTRACTOR's purposes. CONTRACTOR acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of infonnation and data shown or indicated in the Contract documents with respect to Underground Facilities at or contiguous to the site. E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all such additional supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, perfonnance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the A-3 Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto. I I G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the site that relates to the Work as indicated in the Contract Documents. I I I I I F. CONTRACTOR does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the performance and furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents. H. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. 1. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that CONTRACTOR has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. I I I I J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9. CONTRACT DOCUMENTS. 9.01 Contents A. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the work consist of the following: 4. General Conditions (pages 1 to 42, inclusive). I I I 1. This Agreement 2. Performance, Payment Bonds, and Insurance Certificates 3. Notice to Proceed. 5. Supplementary Conditions 6. Specifications bearing the title "Utilities and Streets" Towne Lakes 2nd Addition, Albertville, MN. I I 7. Drawings consisting of sheets numbered 1 through 14, inclusive with each sheet bearing the following general title: Utilities and Streets A-4 I I I 8. Addenda - 9. CONTRACTOR's Bid. I I I I I I I I I I I I I I I I I I I 10. Documentation submitted by CONTRACTOR prior to Notice of Award 11. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending, modifying or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. A. The documents listed in paragraphs 9.0 1.A above are attached to this Agreement (except as expressly noted otherwise above). B. There are no Contract Documents other than those listed above in this Article 9. C. The Contract Documents may only be amended, modified or supplemented as provided in Paragraphs 3.05 of the General Conditions. ARTICLE 10. MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 10.03 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements and obligations contained in the Contract documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. A-5 I I I I I I I I I I I I I I I I I I I SUPPLEMENT ARY CONDITIONS TO THE GENERAL CONDITIONS The Standard General Conditions of the Construction Contract, EJCDC Document 1910-8 (1996 Edition), Articles 1 through 17 are hereby incorporated as the General Conditions of this Contract. The articles contained in these following Supplementary Conditions may modify, delete or add to the provisions of the General Conditions and shall take precedence over the General Conditions. Where a portion of the General Conditions is modified or voided by these articles, the unaltered portion shall remain in effect. SCOPE OF PROJECT This Contract shall consist of the furnishing of all labor, equipment and all else necessary to complete the project in accordance with the plans and specifications. The work shall include, but not be limited to: utility and street construction together with all appurtenant items in the proposed Towne Lakes 2nd Addition. SC-l DEFINITIONS AND GENERAL TERl\UNOLOGY SC-l.O 1 Defined Terms: The terms used in these Supplementary Conditions or in the other Contract Documents and Sections, have the meanings assigned to them in the General Conditions except as modified as follows: 19. ENGINEER - The ENGINEER on this project shall be Westwood Professional Services, Inc., 7599 Anagram Drive, Eden Prairie, MN 55344. Contact: Fran Hagen, II, P.E. (952) 937-5150 30. OWNER - The OWNER of this project will be Contractor Property Developers Company. Contact: Dave Hempel 42. Subcontractor - An individual, firm or corporation having a direct contract with CONTRACTOR or with any other subcontractor for performance of a part of the work whether at or away from the site. Whenever used in these Supplementary Conditions or in the other Contract Documents and Sections, the following additional terms have the meanings indicated which are applicable to both the singular and plural thereof 51. Access Road - That roadway used for egress and ingress to the construction site. SC - 1 I 52. Bidder - An individual, firm or corporation who submits a bid for the work to be performed. I I 53. Easement - A right acquired to use or control property for a designated purpose. 54. Item - A unit of work for which a price is provided in the Agreement. I I I 55. Right-of-way - The whole area which is secured and reserved for street purposes, highway purposes, or through which the improvement is located. 56. Special Provisions - Additions and revisions to the standard and supplemental specifications covering conditions peculiar to the project. These may also be termed General Requirements. 57. Standard Drawings - Drawings which show standard construction details which have been prepared and/or approved by the ENGINEER and are usually bound with the specifications. I 58. Successful Bidder - The lowest qualified responsible bidder to whom OWNER makes an award on a project. I I SC-3 CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE SC-3.01 Intent:. In resolving inconsistencies among two or more sections of the Contract Documents, precedence shall be given in the following order: I I Add thefollowing to section 3.01 in THE STANDARD GENERAL CONDITIONS OF THE CONTRACT: 1. Contract 2. Addenda 3. Proposal 4. Special Provisions 5. Supplementary Conditions 6. General Conditions of Contract 7. Standard Specifications 8. Plans or Drawings I I I SC-4.05 Reference Points: I I SC-4 A V AILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS Replace section 4.05.A in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT with thefollowing: I I SC - 2 I 1. State: Statutory I I I I I ENGINEER will provide engineering surveys for construction including alignment, grade and other necessary points as noted in the standard specifications with proper notes thereon, accompanied when necessary by detailed instructions. The CONTRACTOR will be responsible for the preservation of all survey stakes and marks, and if, in the opinion of the ENGINEER, any of the survey stakes or marks have been carelessly or willfully destroyed or disturbed by the CONTRACTOR, the cost to the OWNER for replacing them shall be deducted from the payments due to the CONTRACTOR for the Work. CONTRACTOR shall provide ENGINEER sufficient notice of need for construction stakes to allow ENGINEER 48 hours for scheduling surveys and sufficient time to accomplish survey. CONTRACTOR shall provide a clear line of site for staking as required and shall immediately notify the ENGINEER if any points or stakes set are not true to line or grade or if the staking appears to deviate from the plan. I I SC-5 BONDS AND INSURANCE SC-5.01 Performance, Payment, and Other Bonds: I I Add thefollowing to section 5.01.A in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT as follows: Bond forms used shall meet statutory requirements. The Contractor will be required to provide a maintenance bond and lien waivers as required by the City at the time of final acceptance of the project. Final payment will not be made until this bond is secured. I SC-5.04 CONTRACTOR's Liability Insurance: I The limits of liability for the insurance required by paragraph 5.04 of THE STANDARD GENERAL CONDITIONS OF THE CONSTR UCTION CONTRA CT shall provide coverage for not less than the following amount or greater where required by Law and Regulations: I I Worker's compensation, etc. under paragraphs 5.04.A.l and 5.04.A.2. in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRA CT: I 2. Applicable Federal (e.g. Longshoreman's): Statutory I 3. Employer's Liability: $1,000,000 Per Accident I CONTRACTOR's Liability Insurance under paragraphs 5.04.A.3 through 5.04.A.5 in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT which shall also include completed operations and product liability coverages and eliminate the exclusion with respect to property under the care, custody and control of the CONTRACTOR: I 1. General Aggregate (Except Products - Completed Operations) $1,000,000 I SC - 3 I 2. Products - Completed Operations Aggregate $1,000,000 I I I I I I I I I I I I I I I I I I I 3. Personal and Advertising Injury (Per Person/Organization) $1,000,000 4. Each Occurrence (Bodily Injury and Property Damage) $1,000,000 5. Property Damage liability insurance will provide Explosion, Collapse and Underground coverages where applicable. 6. Excess Liability General Aggregate Each Occurrence $1,000,000 $1,000,000 Automobile Liability under paragraph 5.04.A.6 1. Bodily Injury: $1,000,000 Each Person $1,000,000 Each Accident Property Damage: $1,000,000 Each Accident or 2. Combined Single Limit (Bodily Injury and Property Damage): $1,000,000 Each Accident Add thefollowing to section 5.04.B of THE STANDARD GENERAL CONDITIONS OF THE CONSTR UCTION CONTRA CT: CONTRACTOR shall include as additional insured the City, the owner as defined in section SC-l.O 1.A.30, their officers and employees, Westwood Professional Services, Inc., their officers and employees, Short Elliott Hendrickson, Inc., and their officers and employees. The Contractual Liability required by paragraph 5.0.BA of THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT shall provide coverage for not less than the following amounts: 1. General Aggregate $1,000,000 2. Each Occurrence (Bodily Injury and Property Damage) $1,000,000 Umbrella Policy to cover excess liability, Employer's liability, comprehensive general and automobile liability and contractors liability combined: $4,000,000 If statutory limit in any case is higher than that specified, then the statutory limit shall be adhered to. SC -4 SC - 5 I I I SC-6 CONTRACTOR'S RESPONSIBILITIES SC-6.l0 Taxes I Replace section 6.1 O.A in THE STANDARD GENERAL CONDITIONS OF THE CONSTR UCTION CONTRA CT with the following: I CONTRACTOR shall pay all sales, consumer, use and other similar taxes, contributions for unemployment insurance, workman's compensation insurance, old age retirement benefits, life pensions and annuities required to be paid by him in accordance with the law of the place of the Project. I SC-9 ENGINEER'S STATUS DURING CONSTRUCTION I SC-9.03 Project Representative Add thefollowing to section 9.03.A in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT: I I Resident Project Representative (RPR) is ENGINEER's Agent, will act as directed by and under the supervision of ENGINEER, and will confer with ENGINEER regarding his actions. Resident Project Representative's dealings in matters pertaining to the on- site Work shall in general be only with ENGINEER and CONTRACTOR, and dealings with subcontractors shall only be through or with the full knowledge of CONTRACTOR. Written communication with OWNER will be only through or as directed by ENGINEER. RPR duties and responsibilities will be as follows: I I Review progress and shop-drawing submittal schedules, and schedule of values prepared by the CONTRACTOR. The RPR should consult with the ENGINEER about acceptability of the work. I I Attend conferences and meetings with the CONTRACTOR and prepare and circulate minutes. Serve as the ENGINEER's liaison with the CONTRACTOR and report to the ENGINEER concerning the adherence to the progress schedule. I Log shop drawings and samples. The shop-drawing schedule should indicate any work requiring a shop drawing or sample. The RPR should log interpretations and clarifications as well as substitute proposals and field orders. I I Review work performed, disapprove defective work, and verify that tests and start-up procedures, as required by the contract documents, are accomplished. Accompany the OWNER'S personnel and inspectors, or representatives of agencies having jurisdictional interest, during site visits. I I Receive requests for information from the CONTRACTOR and transmit the ENGINEER'S interpretations of the contract documents back to the CONTRACTOR. I I I Consider and evaluate the CONTRACTOR'S suggested modifications to the contract drawings or specifications and report to the ENGINEER. I Maintain at the site orderly files of all job records. Keep a diary or log book of weather conditions with names, addresses and telephone numbers of all CONTRACTORS, subcontractors, and major suppliers. I Measure and record quantities of Work completed in accordance with the Units and Method of Measurement specified in the Contract Documents, or contractor breakdown in the case of lump sum bids. I Submit to the ENGINEER periodic progress reports, and advice concerning major inspections and tests, draft change orders, field orders, and work directive changes. I Report immediately to ENGINEER upon the occurrence of any accident. I Review payment requests with the CONTRACTOR before sending them to the ENGINEER. I Submit to the CONTRACTOR before a certificate of substantial completion is issued, a list of items that remain to be completed or corrected, and conduct a final inspection with the ENGINEER, OWNER AND CONTRACTOR. Verify that all items on the final list have been completed or corrected. I I Determine if certificates, operating and maintenance manuals, and other required data have been assembled by the CONTRACTOR and forwarded to the ENGINEER. I In coordination with the ENGINEER, prepare record plans and specifications as required. I The RPR operates under a number of limitations of authority. The RPR has no power or right to: I 1. Authorize any deviation from the contract documents or substitutions of materials and equipment, except as specifically authorized by the OWNER. I 2. Exceed the limitations of the ENGINEER'S authority outlined in the contract documents and the service agreement. I 3. Assume any of the responsibilities of the CONTRACTOR, subcontractors, or their superintendents. I 4. Advise on or issue instructions concerning the CONTRACTOR'S techniques, sequences, or other procedures or construction unless specifically required by the contract documents. I I SC - 6 I I SC - 7 I I I 5. Advise, issue directions concerning, or take control over safety precautions and programs. I I 6. Accept shop drawings or samples from anyone other than the CONTRACTOR. 7. Authorize the OWNER to occupy the project in whole or in part, except as specified in the construction contract. I 8. Participate in specialized field or laboratory tests or inspections conducted by others, unless specifically authorized by the ENGINEER. SC-lO CHANGES IN THE WORK; CLAIMS I I I SC-10.05 Claims and Disputes Amend the first sentence of section JO.05.A in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT to read asfollows: Notice: Written notice stating the general mature of each claim, dispute, or other matter shall be delivered by the claimant to ENGINEER and the other party to the Contract promptly (but in no such event later than 10 days) after the start of the event giving rise thereto. I SC-12 CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES I SC-12.01 Change of Contract Price I I Replace sections I2.01.B.I, I2.01.B.2, and I2.01.B.3 in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT with thefollowing: I 1. Where the Work involved is covered by unit prices contained in the Contract Documents, by application of unit prices bid to the actual quantities of the items involved. No adjustment in unit price bid will be made for any increase or decrease in actual quantities of work from the estimated quantity contained in the Contract Documents. I I 2. Where the Work involved is not covered by unit prices in the Contract Documents, by mutual acceptance of a lump sum or by application of the provisions of paragraphs 11.01 and l2.01.C of the General Conditions. SC-13 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK I SC-13.06 Correction or Removal of Defective Work I I Costs shall include all direct and indirect cost to correct the work including compensation for additional professional services. I I Add the following to section 13.06.A in THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT: SC-14 PAYMENTS TO CONTRACTOR AND COMPLETION I SC-14.02 Replace section 14. 02.A.1 inJHE STANDARD GENERAL CONDITIONS OF THE CONSTR UCTION CONTRA CT with the following: I Estimates of work completed will be prepared by the ENGINEER on or about the 30th day of each month for all work completed to the 25th day of that month, less 5% to be retained until final completion and acceptance of the work and less previous payments. Progress estimates will be prepared by the ENGINEER as accurately as the available information will permit but the only estimate that is binding is the final estimate. I I Copies of progress estimates will be furnished to the CONTRACTOR on or about the 30th day of each month for his review and approval. Progress estimates approved by the contractor shall be counter-signed by the ENGINEER and forwarded to the OWNER for payment. I I The CONTRACTOR will be required to keep accurate records of said construction, but will not be required to apply said quantities for payment until final payment has been requested. Estimates prepared by the ENGINEER that vary considerably from what the CONTRACTOR claims shall be brought to the attention of the ENGINEER in writing prior to the next pay period. I I Payment will be made within 30 days of receipt of the estimate by the OWNER except as otherwise agreed between the CONTRACTOR and OWNER. I I The OWNER may withhold payment in whole or in part on an approved estimate to the extent necessary to protect himself from loss on account of any of the following causes discovered subsequent to approval of the estimate by the ENGINEER, as follows: 1. Defective work not remedied. I 2. Claims for labor or materials furnished the CONTRACTOR or Subcontractor, or reasonable evidence indicating probable filing of such claims. I 3. Failure of CONTRACTOR to make payments properly to Subcontractors or for work or labor. I 4. Amounts necessary to insure that an overpayment on the total contract amount will not occur. Evidence of damage to another CONTRACTOR or private property. I I 5. SC - 8 I I I I I I I I I I I I I I I I I This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This documen~ should be adapted to the particular circumstances of the contemplated Project and the Controlling Law. STANDARD GENERA.L CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and J~ Issued and Published Jointly By tJ National Society of Professional Engineers Professional Engineers in Private Practfce MiCE AMERICAN CONSULTING ENGINEERS COUNCIL PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN CONSULTING ENGINEERS COUNCIL AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by ,..,,'~...,....., .~..~ n~~ ~" ,,,r'>" Construction Specifications Institute The Associated General Contractors of America ~ k>"",,__ ~ oIeo,.,,:D'\..c.:JrQtt T~ These General Conditions have been prepared for use with the Owner-Contractor Agreements (No. 1910-8-A-l or 1910- 8-A-2) (1996 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC User's Guide (No. 1910-50). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (No. 1910-17) (1996 Edition). I I EJCDC No. 1910-8 (1996 Edition) I I I I I I I I I I I I I TABLE OF CONTENTS ~ ARTICLE 1 - DEFINITIONS AND TERMINOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 6 1.01 Defined Terms ................................................... 00700 _ 6 1.02 Terminology. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 8 ARTICLE 2 - PRELIMINARY MATTERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 9 2.01 Delivery of Bonds ................................................. 00700 _ 9 2.02 Copies of Documents ............................................... 00700 _ 9 2.03 Commencement of Contract Times; Notice to Proceed .......................... 00700 _ 9 2.04 Starting the Work ................................................. 00700 _ 9 2.05 Before Starting Construction .......................................... 00700 _ 9 2.06 Preconstruction Conference . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 10 2.07 Initial Acceptance of Schedules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 10 ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE .................... 00700 _ 10 3.01 Intent. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 10 3.02 Reference Standards .............................................. 00700 _ 10 3.03 Reporting and Resolving Discrepancies. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 11 3.04 Amending and Supplementing Contract Documents ........................... 00700 _ 11 3.05 Reuse of Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 11 ARTICLE 4 - A V AILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS .............................................. 00700 _ 11 4.01 Availability of Lands .............................................. 00700 _ 11 4.02 Subsurface and Physical Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 12 4.03 Differing Subsurface or Physical Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 12 4.04 Underground Facilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 13 4.05 Reference Points . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 13 4.06 Hazardous Environmental Condition at Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 14 ARTICLE 5 - BONDS AND INSURANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 15 5.01 Performance, Payment, and Other Bonds ................................. 00700 _ 15 5.02 Licensed Sureties and Insurers ........................................ 00700 _ 15 5.03 Certificates of Insurance ............................................ 00700 _ 15 5.04 CONTRACTOR's Liability Insurance .................................... 00700 _ 15 5.05 OWNER's Liability Insurance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 16 5.06 Property Insurance ............................................... 00700 _ 16 5.07 Waiver of Rights ................................................. 00700 _ 17 5.08 Receipt and Application of Insurance Proceeds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 18 5.09 Acceptance of Bonds and Insurance; Option to Replace ........................ 00700 _ 18 5.10 Partial Utilization, Acknowledgment of Property Insurer. . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 18 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES ................................... 00700 _ 18 6.01 Supervision and Superintendence. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 18 6.02 Labor; Working Hours ............................................. 00700 _ 19 6.03 Services, Materials, and Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 19 6.04 Progress Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 19 6.05 Substitutes and "Or-Equals" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 19 6.06 Concerning Subcontractors, Suppliers, and Others. . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 20 6.07 Patent Fees and Royalties ........................................... 00700 _ 21 6.08 Permits. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 21 6.09 Laws and Regulations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 22 6.10 Taxes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 22 6.11 Use of Site and Other Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 22 6.12 Record Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 22 6.13 Safety and Protection .............................................. 00700 _ 23 6.14 Safety Representative .............................................. 00700 _ 23 6.15 Hazard Communication Programs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 23 00700 - 3 6.16 Emergencies. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 23 6.17 Shop Drawings and Samples. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 23 6.18 Continuing the Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 24 6.19 CONTRACTOR's General Warranty and Guarantee. . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 25 6.20 Indemnification. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 25 ARTICLE 7 - OTHER WORK ................................................... 00700 _ 26 7.01 Related Work at Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 26 7.02 Coordination. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 26 ARTICLE 8 - OWNER'S RESPONSIBILITIES ........................................ 00700 _ 26 8.01 Communications to Contractor ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 26 8.02 Replacement of ENGINEER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 26 8.03 Furnish Data ................................................... 00700 - 26 8.04 Pay Promptly "When Due . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 26 8.05 Lands and Easements; Repons and Tests. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 26 8.06 Insurance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 8.07 Change Orders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 8.08 Inspections, Tests, and Approvals ...................................... 00700 - 27 8.09 Limitations on OWNER's Responsibilities ................................. 00700 - 27 8.10 Undisclosed Hazardous Environmental Condition ............................ 00700 - 27 8.11 Evidence of Financial Arrangements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 9.01 OWNER'S Representative ........................................... 00700 - 27 9.02 Visits to Site. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 27 9.03 Project Representative ............................................. 00700 - 27 9.04 Clarifications and Interpretations ...................................... 00700 - 28 9.05 Authorized Variations in Work ........................................ 00700 - 28 9.06 Rejecting Defective Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 28 9.07 Shop Drawings, Change Orders and Payments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 28 9.08 Determinations for Unit Price Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 28 9.09 Decisions on Requirements of Contract Documents and Acceptability of Work .......... 00700 - 28 9.10 Limitations on ENGINEER's Authority and Responsibilities. . . . . . . . . . . . . . . . . . . . . . 00700 - 28 ARTICLE 10 - CHANGES IN THE WORK; CLAIMS ................................... 00700 - 29 10.01 Authorized Changes in the Work .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 29 10.02 Unauthorized Changes in the Work ..................................... 00700 - 29 10.03 Execution of Change Orders. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 29 10.04 Notification to Surety .............................................. 00700 - 29 10.05 Claims and Disputes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 30 ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK. . . . . . . . . . . . . . 00700 - 30 11.01 Cost of the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 30 11.02 Cash Allowances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 32 11.03 Unit Price Work ................................................. 00700 - 32 ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES ............. 00700 - 33 12.01 Change of Contract Price ........................................... 00700 - 33 12.02 Change of Contract Times . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 33 12.03 Delays Beyond CONTRACTOR's Control ................................. 00700 - 33 12.04 Delays Within CONTRACTOR's Control. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 34 12.05 Delays Beyond OWNER's and CONTRACTOR's Control. . . . . . . . . . . . . . . . . . . . . . . . 00700 - 34 12.06 Delay Damages. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 34 ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 34 Notice of Defects ................................................ 00700 - 34 Access to Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 34 Tests and Inspections .............................................. 00700 - 34 Uncovering Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 35 OWNER May Stop the Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 35 Correction or Removal of Defective Work ................................. 00700 - 35 13.01 13.02 13.03 13.04 13.05 13.06 00700 - 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 13.07 Correction Period .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 35 13.08 Acceptance of Defective Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 36 13.09 OWNER May Correct Defective Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 36 ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION. . . . . . . . . . . . . . . . . . . . . . . . 00700 - 36 14.01 Schedule of Values. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 36 14.02_ Progress Payments. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 37 14.03 CONTRACTOR's Warranly of Title ..................................... 00700 - 38 14.04 Substantial Completion ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 38 14.05 Partial Utilization ................................................ 00700 - 39 14.06 Final Inspection ................................................. 00700 - 39 14.07 Final Payment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 39 14.08 Final Completion Delayed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 40 14.09 Waiver of Claims. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 40 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION ............................ 00700 - 40 15.01 OWNER May Suspend Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 40 15.02 OWNER May Terminatefor Cause. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 40 15.03 OWNER May Terminate For Convenience . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 41 15.04 CONTRACTOR May Stop Work or Terminate. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 41 ARTICLE 16 - DISPUTE RESOLUTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 41 16.01 Methods and Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 41 ARTICLE 17 - MISCELLANEOUS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 42 17.01 Giving Notice . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 42 17.02 Computation of Times . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 42 17.03 Cumulative Remedies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 42 17.04 Survival of Obligations ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 42 17.05 Controlling Law .................. .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 42 00700 - 5 GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Contract Documents and printed with initial or all capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. 1. Addenda--Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the Contract Documents . 2. Agreement--The written instrument which is evidence of the agreement between OWNER and CONTRACTOR covering the Work. 3. Application for Payment--The form acceptable to ENGINEER which is to be used by CONTRACTOR during the course of the Work in requesting progress or fmal payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos--Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Bid--The offer or proposal of a bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 6. Bidding Documents-- The Bidding Requirements and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 7. Bidding Requirements-- The Advertisement or Invitation to Bid, Instructions to Bidders, Bid security form, if any, and the Bid form with any supplements. 8. Bonds--Performance and payment bonds and other instruments of security. 9. Change Order--A document recommended by ENGINEER which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the 00700 - 6 Contract Times, issued on or after the Effective Date of the Agreement. 10. Claim--A demand or assertion by OWNER or CONTRACTOR seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 11. Contract-- The entire and integrated written agreement between the OWNER and CONTRACTOR concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 12. Contract Documents-- The Contract Documents establish the rights and obligations of the parties and include the Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders, and ENGINEER's written interpretations and clarifications issued on or after the Effective Date of the Agreement. Approved Shop Drawings and the reports and drawings of subsurface and physical conditions are not Contract Documents. Only printed or hard copies of the items listed in this paragraph are Contract Documents. Files in electronic media format of text, data, graphics, and the like that may be furnished by OWNER to CONTRACTOR are not Contract Documents. 13. Contract Price-- The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.03 in the case of Unit Price Work). 14. Contract Times--The number of days or the dates stated in the Agreement to: (i) achieve Substantial Completion; and (ii) complete the Work so that it is ready for fmal payment as evidenced by ENGINEER's written recommendation of fmal payment. 15. CONTRACIOR--The individual or entity with whom OWNER has entered into the Agreement. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 16. Cost of the Work--See paragraph l1.01.A for defInition. 17. Drawings--That part of the Contract Documents prepared or approved by ENGINEER which graphically shows the scope, extent, and character of the Work to be performed by CONTRACTOR. Shop Drawings and other CONTRACTOR subminals are not Drawings as so defIned. 18. Effective Date of the Agreement--The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. ENGINEER--The individual or entity named as such in the Agreement. 20. ENGINEER's Consultant--An individual or entity having a contract with ENGINEER to furnish services as ENGINEER's independent professional associate or consultant with respect to the Project and who is identifIed as such in the Supplementary Conditions. 21. Field Order--A written order issued by ENGI- NEER which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 22. General Requirements--Sections of Division 1 of the Specifications. The General Requirements pertain to all sections of the Specifications. 23. Hazardous Environmental Condition-- The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto in connection with the Work. 24. Hazardous Waste--The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 25. Laws and Regulations; Laws or Regulations--Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 26. Liens--Charges, security encumbrances upon Project funds, personal property. interests, or real property, or 00700 - 7 27. Milestone--A principal event specified in the Contract Documents relating to an intermediate comple- tion date or time prior to Substantial Completion of all the Work. 28. Notice of Award--The written notice by OWNER to the apparent successful bidder stating that upon timely compliance by the apparent successful bidder with the conditions precedent listed therein, O\\TNER will sign and deliver the Agreement. 29. Notice to Proceed--A written notice given by OWNER to CONTRACTOR fIxing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform the Work under the Contract Documents. 30. OWNER--The individual, entity, public body, or authority with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be performed. 31. Partial Utilization--Use by OWNER of a substan- tially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 32. PCBs--Polychlorinated biphenyls. 33. Petroleum--Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 34. Project--The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part as may be indicated elsewhere in the Contract Documents. 35. Project Manual--The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 36. Radioactive Material--Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et 'Seq.) as amended from time to time. 37. Resident Project Representative-- The authorized representative of ENGINEER who may be assigned to the Site or any part thereof. 38. Samples--Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 39. Shop Drawings--AlI drawings, diagrams, illustra- tions, schedules, and other data or information which are specifically prepared or assembled by or for CON- TRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 40. Site--Lands or areas indicated in the Contract Documents as being furnished by OWNER upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by OWNER which are designated for the use of CONTRACTOR. 41. Specifications--That part of the Contract Documents consisting of written technical descriptions of materials, equipment, systems, standards, and workmanship as applied to the Work and certain administrative details applicable thereto. 42. Subcontractor--An individual or entity having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the Site. 43. Substantial Completion--The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 44. Supplementary Conditions-- That part of the Contract Documents which amends or supplements these General Conditions. 45. Supplier--A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 46. Underground Facilities--All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, 00700 - 8 steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 47. Unit Price Work--Work to be paid for on the basis of unit prices. 48. Work--The entire completed construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 49. Work Change Directive--A written statement to CONTR..A.CTOR issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 50. Written Amendment--A written statement modifying the Contract Documents, signed by OWNER and CONTR..A.CTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction-related aspects of the Contract Documents. 1.02 Tenninology A. Intent of Certain Terms or Adjectives 1. \Vhenever in the Contract Documents the terms "as allowed," "as approved," or terms of like effect or import are used, or the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of ENGINEER as to the Work, it is intended that such action or determination will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I use of any such term or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.10 or any other provision of the Contract Documents. B. Day 1. The word "day" shall constitute a calendar day of 24 hours measured from midnight to the next midnight. C. Defective 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it does not conform to the Contract Documents or does not meet the requirements of any inspection, reference standard, test, or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of fmal payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accor- dance with paragraph 14.04 or 14.05). D. Furnish, Install, Perform, Provide 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in fmal position said services, materials, or equipment complete and ready for intended use. 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. When "furnish," "install," "perform," or "pro- vide" is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of CONTRACTOR, "provide" is implied. E. Unless stated otherwise in the Contract Documents, words or phrases which have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 - PRELIMINARY MA TIERS 2.01 Delivery of Bonds A. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish. 2.02 Copies of Documents A. OWNER shall furnish to CONTRACTOR up to ten copies of the Contract Documents. Additional copies will be furnished upon request at the cost of reproduction. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Agreement. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 2.04 Staning the Work A. CONTRACTOR shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. 2.05 Before Staning Constrnction A. CONTRACTOR's Review of Contract Documents: Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity, or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless CONTRACTOR knew or reasonably should have known thereof. B. Preliminary Schedules: Within ten days after the Effective Date of the Agreement (unless otherwise specified 00700 - 9 in the General Requirements), CO~TRACTOR shall submit to ENGINEER for its timely review: 1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing, and processing such submittal; and 3. a preliminary schedule of values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdi- vides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. C. Evidence of Insurance: Before any Work at the Site is started, CONTRACTOR and OWNER shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which CONTRACTOR and OWNER respectively are required to purchase and maintain in accordance with Article 5. 2.06 Preconstmction Conference A. Within 20 days after the Contract Times start to run, but before any Work at the Site is started, a conference attended by CONTRACTOR, El\GINEER, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2.05.B, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. 2.07 Initial Acceptance of Schedules A. Unless otherwise provided in the Contract Docu- ments, at least ten days before submission of the first Application for Payment a conference attended by CON- TRACTOR, ENGINEER, and others as appropriate will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph 2.05.B. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until acceptable schedules are submitted to ENGINEER. 1. The progress schedule will be acceptable to ENGINEER if it provides an orderly progression of the Work to completion within any specified Milestones and the Contract Times. Such acceptance will not impose on ENGINEER responsibility for the progress schedule, for sequencing, scheduling, or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. 2. CONTRACTOR's schedule of Shop Drawing and Sample submittals will be acceptable to ENGINEER if it provides a workable arrangement for reviewing and processing the required submittals. 3. CONTRACTOR's schedule of values will be acceptable to ENGINEER as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that may reasonably be inferred from the Contract Docu- ments or from prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to OWNER. C. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regula- tions in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), 00700 - 10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual or code, or any instruction of a Supplier shall be effective to change the duties or responsibilities of OWNER, CONTRACTOR, or ENGINEER, or any of their subcontractors, consultants, agents, or employees from those set forth in the Contract Documents, nor shall any such provision or instruction be effective to assign to OWNER, ENGINEER, or any of ENGINEER's Consultants, agents, or employees any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reponing Discrepancies 1. If, during the performance of the Work, CONTRACTOR discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents or between the Contract Documents and any provision of any Law or Regulation applicable to the performance of the Work or of any standard, specification, manual or code, or of any instruction of any Supplier, CONTRACTOR shall report it to ENGINEER in writing at once. CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as required by paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.04; provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, error, ambiguity, or dis- crepancy unless CONTRACTOR knew or reasonably should have known thereof. B. Resolving Discrepancies 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, code, or instruction (whether or not specifi- cally incorporated by reference in the Contract Documents); or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Amending and Supplementing Contract Documents A. The Contract Docwnents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: (i) a Written Amendment; (ii) a Change Order; or (iii) a Work Change Directive. B. The requirements of the Contract Docwnents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways; (i) a Field Order; (ii) ENGINEER's approval of a Shop Drawing or Sample; or (iii) ENGINEER's written interpretation or clarification. 3.05 Reuse of Documents A. CONTRACTOR and any Subcontractor or Supplier or other individual or entity performing or furnishing any of the Work under a direct or indirect contract with OWNER: (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEER's Consultant, including electronic media editions; and (ii) shall not reuse any of such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaption by ENGINEER. This prohibition will survive fmal payment, completion, and acceptance of the Work, or termination or completion of the Contract. Nothing herein shall preclude CONTRACTOR from retaining copies of the Contract Documents for record purposes. ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. OWNER shall furnish the Site. OWNER shall notify CONTRACTOR of any encumbrances or restrictions not of general application but specifically related to use of the Site with which CONTRACTOR must comply in performing the Work. OWNER will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If CONTRACTOR and OWNER are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in OWNER's furnishing the Site, CONTRACTOR may make a Claim therefor as provided in paragraph 10.05. 00700 - 11 B. Upon reasonable written request, OWNER shall furnish CONTRACTOR with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and OWNER's interest therein as necessary for giving notice of or fIling a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. C. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Repons and Drawings: Conditions identify: The Supplementary 1. those reports of explorations and tests of subsurface conditions at or contiguous to the Site that ENGINEER has used in preparing the Contract Docu- ments; and 2. those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) that ENGINEER has used in preparing the Contract Documents. B. Limited Reliance by CONTRACTOR on Technical Data Authorized: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary" Conditions. Except for such reliance on such "technical data," CONTRACTOR may not rely upon or make any Claim against OWNER, ENGINEER, or any of ENGINEER's Consultants with respect to: 1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, and safety precautions and programs incident thereto; or 2. other data, interpretations, opmIOns, and information contained in such reports or shown or indicated in such drawings; or 3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 00700 - 12 r I 4.03 Differing Subsurface or Physical Conditions I A. Notice: If CONTRACTOR believes that any subsur- face or physical condition at or contiguous to the Site that is uncovered or revealed either: I 1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraph 4.02 is materially inaccurate; or I 2. is of such a nature as to require a change in the Contract Documents; or I 3. differs materially from that shown or indicated in the Contract Documents; or I 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; I I then CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by paragraph 6.16.A), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. I I B. ENGINEER's Review: After receipt of written notice as required by paragraph 4.03.A, ENGINEER will promptly review the pertinent condition, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto, and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's fmdings and conclusions. I I I C. Possible Price and Times Adjustments 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in CONTRACTOR's cost of, or time required for, perfor- mance of the Work; subject, however, to the following: I I a. such condition must meet anyone or more of the categories described in paragraph 4.03.A; and I b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.08 and 11.03. I I I I I I I I I I I I I I I I I I I I I I 2. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a fInal commitment to OWNER in respect of Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CON- TRACTOR prior to CONTRACTOR's making such fmal commitment; or c. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.03.A. 3. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in paragraph 10.05. However, OWNER, ENGINEER, and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities, including OWNER, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 2. the cost of all of the following will be included in the Contract Price, and CONTRACTOR shall have full responsibility for: a. reviewing and checking all such information and data, 00700 - 13 b. locating all Underground Facilities sho\'ffi or indicated in the Contract Documents, c. coordination of the Work with the owners of such Underground Facilities, including OWNER, during construction, and d. the safety and protection of all such Under- ground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to OWNER and ENGINEER. ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility. 2. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price of Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, OWNER or CONTRACTOR may make a Claim therefor as provided in paragraph 10.05. 4.05 Reference Points A. OWNER shall provide engineering surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CON- TRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of OWNER. CONTRACTOR shall report to ENGINEER whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: Reference is made to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that have been utilized by the ENGINEER in the preparation of the Contract Documents. B. Limited Reliance by CONTRACTOR on Technical Data Authorized: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," CONTRACTOR may not rely upon or make any Claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto; or 2. other data, interpretations, Oplll10nS and information contained in such reports or shown or indicated in such drawings; or 3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. CONTRACTOR shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. CONTRACTOR shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by CONTRACTOR, Subcontractors, Suppliers, or anyone else for whom CON- TRACTOR is responsible. D. If CONTRACTOR encounters a Hazardous Environmental Condition or if CONTRACTOR or anyone for whom CONTRACTOR is responsible' creates a Hazardous Environmental Condition, CONTRACTOR shall immedi- ately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by paragraph 6.16); and (iii) notify OWNER and ENGINEER (and promptly thereafter confirm such notice in writing). OWNER shall promptly consult with ENGINEER concerning the necessity for OWNER to retain a qualified expert to evaluate such condition or take corrective action, if any. E. CONTRACTOR shall not be required to resume Work in connection with such condition or in any affected area until after OWNER has obtained any required permits related thereto and delivered to CONTRACTOR written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If OWNER and CONTRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stop- page or such special conditions under which Work is agreed to be resumed by CONTRACTOR, either party may make a Claim therefor as provided in paragraph 10.05. F. If after receipt of such written notice CONTRACTOR does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then OWNER may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If OWNER and CONTRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in paragraph 10.05. OWNER may have such deleted portion of the Work performed by OWNER's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, OWNER shall indemnify and hold harmless CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants and the officers, directors, partners, employees, agents, other consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by CONTRACTOR or by anyone for whom CONTRACTOR is responsible. Nothing 00700 - 14 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I in this paragraph 4.06.E shall obligate OWNER to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants, and the officers, directors, partners, employees, agents, other consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by CONTRACTOR or by anyone for whom CONTRACTOR is responsible. Nothing in this paragraph 4.06.F shall obligate CONTRACTOR to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. 1. The provisions of paragraphs 4.02, 4.03, and 4.04 are not intended to apply to a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 5 - BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds A. CONTRACTOR shall furnish performance and payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Contract Documents. B. All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. C. If the surety on any Bond furnished by CON- TRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.01.B, CONTRACTOR shall within 20 days thereafter substitute another Bond and surety, both of which shall comply with the requirements of paragraphs 5.01.B and 5.02. 5.02 Licensed Sureties and Insurers A. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may'be provided in the Supplementary Conditions. 5.03 Certificates of Insurance A. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supple- mentary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain. OWNER shall deliver to CONTRACTOR, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by CONTRACTOR or any other additional insured) which OWNER is required to purchase and maintain. 5.04 CONTRACTOR's Liability Insurance A. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance of the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be performed by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees; 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; 00700 - 15 4. claims for damages insured by reasonably available personal injury liability coverage which are sus- tained: (i) by any person as a result of an offense directly or indirectly related to the employment of such person by CONTRACTOR, or (ii) by any other person for any other reason; 5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance so required by this paragraph 5.04 to be purchased and maintained shall: 1. with respect to insurance required by paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include as additional insureds (subject to any customary exclusion in respect of professional liability) OWNER, ENGINEER, ENGINEER's Consultants, and any other individuals or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 3. include completed operations insurance; 4. include contractual liability insurance covering CONTRACTOR's indemnity obligations under para- graphs 6.07, 6.11, and 6.20; 5. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least thirty days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.03 will so provide); 6. remain in effect at least until fmal payment and at all times thereafter when CONTRACTOR may be correcting, removing, or replacing defective Work in accordance with paragraph 13.07; and 7. with respect to completed operations insurance, and any insurance coverage written on a claims-made basis, remain in effect for at least two years after fmal payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supple- mentary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at fmal payment and one year thereafter). 5.05 OWNER's Liability Insurance A. In addition to the insurance required to be provided by CONTRACTOR under paragraph 5.04, OWNER, at OWNER's option, may purchase and maintain at OWNER's expense OWNER's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. 5.06 Property Insurance A. Unless otherwise provided in the Supplementary Conditions, OWNER shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. include the interests of OWNER, CONTRAC- TOR, Subcontractors, ENGINEER, ENGINEER's Consultants, and any other individuals or entities identi- fied in the Supplementary Conditions, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an additional insured; 2. be written on a Builder's Risk" all-risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false work, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils or causes of loss as may be specifically required by the Supplementary Conditions; 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 00700 - 16 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by ENGINEER; 5. allow for partial utilization of the Work by OWNER; 6. include testing and startup; and 7. be maintained in effect until fmal payment is made unless otherwise agreed to in writing by OWNER, CONTRACTOR, and ENGINEER with 30 days written notice to each other additional insured to whom a certifi- cate of insurance has been issued. B. OWNER shall purchase and maintain such boiler and machinery insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants, and any other individuals or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. C. All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with paragraph 5.07. D. OWNER shall not be responsible for purchasing and maintaining any property insurance specified in this paragraph 5.06 to protect the interests of CONTRACTOR, Subcontractors, or others in the Work to the extent of any deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible amount will be borne by CONTRACTOR, Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. E. If CONTRACTOR requests in wntmg that other special insurance be included in the property insurance policies provided under paragraph 5.06, OWNER shall, if possible, include such insurance, and the cost thereof will be charged to CONTRACTOR by appropriate Change Order or Written Amendment. Prior to commencement of the Work 00700 - 17 at the Site, OWNER shall in writing advise CONTRACTOR whether or not such other insurance has been procured by OWNER. 5.07 Waiver of Rights A. OWNER and CONTRACTOR intend that all policies purchased in accordance with paragraph 5.06 will protect OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or additional insureds thereunder. OWNER and CONTRAC- TOR waive all rights against each other and their respective officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors, ENGINEER, ENGINEER's Consultants, and all other individuals or entities identified in the Supplemen- tary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by OWNER as trustee or otherwise payable under any policy so issued. B. OWNER waives all rights against CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to OWNER's property or the Work caused by, arising out of, or resulting from fire or other peril whether or not insured by OWNER; and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or reSulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by OWNER during partial utilization pursuant to paragraph 14.05, after Substantial Completion pursuant to paragraph 14.04, or after final payment pursuant to paragraph 14.07. C. Any insurance policy maintained by OWNER cover- ing any loss, damage or consequential loss referred to in paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against CONTRACTOR, Subcontractors, ENGINEER, or ENGINEER's Consultants and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them. 5.08 Receipt and Application of Insurance Proceeds A. Any insured loss under the policies of insurance required by paragraph 5.06 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.08.B. OWNER shall deposit in a separate account any money so received and shall distribute it in accordance with such agree- ment as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. - B. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to OWNER's exercise of this power. If such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, OWNER as fiduciary shall give bond for the proper performance of such duties. 5.09 Acceptance of Bonds and Insurance; Option to Replace A. If either OWNER or CONTRACTOR has any objection to the coverage afforded by or other provisions of the Bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the objecting party shall so notify the other party in writing within 10 days after receipt of the certificates (or other evidence requested) required by paragraph 2.05.C. OWNER and CONTRACTOR shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either party does not purchase or maintain all of the Bonds and insurance required of such party by the Contract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to obtain equivalent Bonds or insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. 5.10 Partial Utilization, Acknowledgment of Property Insurer A. If OWNER fmds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorse- ment on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. CONTRACTOR shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of OWNER or ENGINEER in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. B. At all times during the progress of the Work, CONTRACTOR shall assign a competent resident superin- tendent thereto who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTOR's representative at the Site and shall have authority to act on behalf of CONTRACTOR. All communications given to or received from the superintendent shall be binding on CONTRACTOR. 00700 - 18 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 6.02 Labor; Working Hours A. CONTRACTOR shall provide competent, suitably qualified personnel to survey, layout, and construct the Work as required by the Contract Documents. CON- TRACTOR shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours, and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday, or any legal holiday without OWNER's written consent (which will not be unreasonably withheld) given after prior written notice to ENGINEER. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the General Re- quirements, CONTRACTOR shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER. If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Docu- ments. 6.04 Progress Schedule A. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.07 as it may be adjusted from time to time as provided below. 1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.07) proposed adjustments in the progress schedule that will not result in changing the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto. 2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of Article 12. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 12. 6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, a.'ld quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to ENGINEER for review under the circum- stances described below. 1. "Or-Equal" Items: If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or-equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment ENGINEER determines that: (i) it is at least equal in quality, durability, appearance, strength, and design characteristics; (ii) it will reliably perform at least equally well the function imposed by the design concept of the completed Project as a functioning whole, and; b. CONTRACTOR certifies that: (i) there is no increase in cost to the OWNER; and (ii) it will conform substantially, even with deviations, to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items a. If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or-equal" item under 00700 - 19 , paragraph 6.05.A.l, it will be considered a proposed substitute item. b. CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. c. The procedure for review by ENGINEER will be as set forth in paragraph 6.05.A.2.d, as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. d. CONTRACTOR shall first make written application to ENGINEER for review of a proposed substitute item of material or equipment that CONTRACTOR seeks to furnish or use. The application shall certify that the proposed substitute item will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified, and be suited to the same use as that specified. The application will state the extent, if any, to which the use of the proposed substitute item will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute item and whether or not incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty. All variations of the pro- posed substitute item from that specified will be identified in the application, and available engineering, sales, maintenance, repair, and replacement services will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indi- rectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute item. ENGINEER may require CON- TRACTOR to furnish additional data about the pro- posed substitute item. B. Substitute Constmction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is shown or indicated in and expressly 00700 - 20 required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by ENGI- NEER. CONTRA.CTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The proce- dure for review by ENGINEER will be similar to that provided in subparagraph 6.05.A.2. C. Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.05.A and 6.05.B. ENGINEER will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until ENGINEER's review is complete, which will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an "or equal." ENGINEER will advise CONTRACTOR in writing of any negative determination. D. Special Guarantee: OWNER may require CON- TRACTOR to furnish at CONTRACTOR's expense a special performance guarantee or other surety with respect to any substitute. E. ENGINEER's Cost Reimbursement: ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitute proposed or submitted by CONTRACTOR pursuant to paragraphs 6.05.A.2 and 6.05.B and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER approves a substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute. F. CONTRACFOR's Expense: CONTRACTOR shall provide all data in support of any proposed substitute or "or-equal" at CONTRACTOR's expense. 6.06 Concerning Subcontractors, Suppliers, and Others A. CONTRACTOR shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to OWNER as indicated in paragraph 6.06.B), whether initially or as a replacement, against whom OWNER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I entities to be submitted to OWNER in advance for acceptance by OWNER by a specified date prior to the Effective Date of the Agreement, and if CONTRACTOR has submitted a list thereof in accordance with the Supplementary Conditions, OWNER's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. CON- TRACTOR shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the differ- ence in the cost occasioned by such replacement, and an appropriate Change Order will be issued or Written Amendment signed. No acceptance by OWNER of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of OWNER or ENGINEER to reject defective Work. C. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between OWNER or ENGINEER and any such Subcontractor, Supplier or other individual or entity, nor shall it create any obligation on the part of OWNER or ENGINEER to payor to see to the payment of any moneys due any such Subcon- tractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. E. CONTRACTOR shall require all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to communicate with ENGI- NEER through CONTRACTOR. F. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor 00700 - 21 or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on the property insurance provided in paragraph 5.06, the agreement between the CONTRACTOR and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against OWNER, CONTRACTOR, ENGINEER, ENGINEER's Consultants, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, CONTRAC- TOR will obtain the same. 6.07 Patent Fees and Royalties A. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants, and the officers, directors, partners, employees or agents, and other consultants of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.08 Pennits A. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto, such as plant investment fees. 6.09 Laws and Regulations A. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. B. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.03. C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Times. If OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in paragraph 10.05. 6.10 Taxes A. CONTRACTOR shall pay all sales, consumer, use, and other similar taxes required to be paid by CONTRAC- TOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas 1. CONTRACTOR shall confme construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not 00700 - 22 unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultant, and the officers, directors, partners, employees, agents, and other consultants of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER, or any other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. B. Removal of Debris During Performance of the Work: During the progress of the Work CONTRACTOR shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall con- form to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work CONTRACTOR shall clean the Site and make it ready for utilization by OWNER. At the completion of the Work CONTRACTOR shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading Structures: CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endange( the structure, nor shall CONTRACTOR subject any parr of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 Record Documents A. CONTRACTOR shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to ENGINEER for OWNER. 6.13 Safety and Protection A. CONTRACTOR shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONlRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. CONTRACTOR shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and other utility Ov,l1ers when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. All damage, injury, or loss to any property referred to in paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by CON- TRACTOR, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENGINEER's Con- sultant, or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). CONTRACTOR's duties and 00700 - 23 responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a notice to OWNER' and CONTRACTOR in accordance with paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Safety Representative A. CONTRACTOR shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 6.15 Hazard Communication Programs A. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, CONTRACTOR is obligated to act to prevent threatened damage, injury, or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If ENGINEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimen- sions, specified performance and design criteria, materials, and similar data to show ENGINEER the services, materials, and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.17 .E. B. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with the acceptable schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers, and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited purposes required by paragraph 6.17 .E. The numbers of each Sample to be submitted will be as specified in the Specifications. C. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawings and Sample submittals acceptable to ENGINEER as required by paragraph 2.07, any related Work performed prior to ENGINEER's review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR. D. Submittal Procedures 1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: a. all field measurements, quantities, dimen- sions, specified performance criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; b. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; c. all information relative to means, methods, techniques, sequences, and procedures of construc- tion and safety precautions and programs incident thereto; and d. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Docu- ments. 2. Each submittal shall bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 3. At the time of each submittal, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written com- munication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop 00700 - 24 Drawing and Sample submitted to ENGINEER for review and approval of each such variation. E. ENGINEER's Review 1. ENGINEER will timely review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals acceptable to ENGINEER. ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. ENGINEER's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 3. ENGINEER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the require- ments of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of each submittal as required by paragraph 6.17.D.3 and ENGINEER has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.17. D.1. F. Resubmittal Procedures 1. CONTRACTOR shall make corrections required by ENGINEER and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CON- TRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGI- NEER on previous submittals. 6.18 Continuing the Work A. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I as permitted by paragraph 15.04 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.19 CONIRACJOR's General Warranty and Guarantee A. CONTRACTOR warrants and guarantees to OWNER, ENGINEER, and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than CONTRACTOR, Sub- contractors, Suppliers, or any other individual or entity for whom CONTRACTOR is responsible; or 2. normal wear and tear under normal usage. B. CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 1. observations by ENGINEER; 2. recommendation by ENGINEER or payment by OWNER of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by ENGINEER or any payment related thereto by OWNER; 4. use or occupancy of the Work or any part thereof by OWNER; 5. any acceptance by OWNER or any failure to do so; 6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptabil- ity by ENGINEER; 7. any inspection, test, or approval by others; or 8. any correction of defective Work by OWNER. 6.20 Indemnification A. To the fullest extent permitted by Laws and Regula- tions, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants, and the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them from 00700 - 25 and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage: 1. is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom; and 2. is caused in whole or in part by any negligent act or omission of CONTRACTOR, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of an individual or entity indem- nified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such individual or entity. B. In any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors, partners, or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier, or other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of CONTRACTOR under paragraph 6.20.A shall not extend to the liability of ENGINEER and ENGINEER's Consultants or to the officers, directors, partners, employees, agents, and other consultants and subcontractors of each and any of them arising out of: 1. the preparation or approval of, or the failure to prepare or approve, maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. ARTICLE 7 - OTHER WORK 7.01 Related Work at Site A. OWNER may perform other work related to the Project at the Site by OWNER's employees, or let other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Con- tract Documents; then: 1. written notice thereof will be given to CON- TRACTOR prior to starting any such other work; and 2. if OWNER and CONTRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in paragraph 10.05. B. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the other work with OWNER's employees) proper and safe access to the Site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CON- TRACTOR shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. C. If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work. CONTRACTOR's failure to so report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent defects and deficiencies in such other work. 7.02 Coordination A. If OWNER intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and respon- sibility for such coordination. ARTICLE 8 - OWNER'S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Condi- tions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.02 Replacement of ENGINEER A. In case of termination of the employment of ENGI- NEER, OWNER shall appoint an engineer to whom CONTRACTOR makes no reasonable objection, whose status under the Contract Documents shall be that of the former ENGINEER. 8.03 Furnish Data A. OWNER shall promptly furnish the data required of OWNER under the Contract Documents. 8.04 Pay Promptly When Due A. OWNER shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.02.C and 14.07.C. 8.05 Lands and Easements; Reports and Tests A. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.01 and 4.05. Paragraph 4.02 refers to OWNER's identifying and making available to CONTRACTOR copies of reports of explorations 00700 - 26 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by ENGINEER in preparing the Contract Documents. 8.06 Insurance A. OWNER's responsibilities, if any, in respect to pur- chasing and maintaining liability and property insurance are set forth in Article 5. 8.07 Change Orders A. OWNER is obligated to execute Change Orders as indicated in paragraph 10.03. 8.08 Inspections, Tests, and Approvals A. OWNER's responsibility in respect to certain inspec- tions, tests, and approvals is set forth in paragraph 13.03.B. 8.09 Limitations on OWNER's Responsibilities A. The OWNER shall not supervise, direct, or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CON- TRACTOR to comply with Laws and Regulations applicable to the performance of the Work. OWNER will not be responsible for CONTRACTOR's failure to perform the Work in accordance with the Contract Documents. 8.10 Undisclosed Haz.ardous Environmental Condition A. OWNER's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in paragraph 4.06. 8.11 Evidence of Financial Arrangements A. If and to the extent OWNER has agreed to furnish CONTRACTOR reasonable evidence that fmancial arrangements have been made to satisfy OWNER's obligations under the Contract Documents, OWNER's responsibility in respect thereof will be as set forth in the Supplementary Conditions. 00700 - 27 ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION 9.01 OWNER'S Representative A. ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and will not be changed without written consent of OWNER and ENGINEER. 9.02 Visits to Site A. ENGINEER will make visits to the Site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of CONTRACTOR's executed Work. Based on information obtained during such visits and observations, ENGINEER, for the benefit of OWNER, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. ENGINEER's efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective Work. B. ENGI~EER's visits and observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.10, and particularly, but without limitation, during or as a result of ENGINEER's visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control, or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Project Representative A. If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more extensive observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraph 9.10 and in the Supplementary Conditions. If OWNER designates another representative or agent to represent OWNER at the Site who is not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supple- mentary Conditions. 9.04 Clarifications and Interpretations A. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the require- ments of the Contract Documents as ENGINEER may deter- mine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If OWNER and CON- TRACTOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a written clarification or interpretation, a Claim may be made therefor as provided in paragraph 10.05. 9.05 Authorized Variations in Work A. ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR, who shall perform the Work involved promptly. If OWNER and CONTRAC- TOR are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of a Field Order, a Claim may be made therefor as provided in paragraph 10.05. 9.06 Rejecting Defective Work A. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13.04, whether or not the Work is fabricated, installed, or completed. 9.07 Shop Drawings, Change Orders and Payments A. In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraph 6.17. 00700 - 28 B. In connection with ENGINEER's authority as to Change Orders, see Articles 10, 11, and 12. C. In connection with ENGINEER's authority as to Applications for Payment, see Article 14. 9.08 Detenninations for Unit Price Work A. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CON- TRACTOR the ENGINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). ENGINEER's written decision thereon will be final and binding (except as modified by ENGINEER to reflect changed factual conditions or more accurate data) upon OWNER and CONTRACTOR, subject to the provisions of paragraph 10.05. 9.09 Decisions on Requirements of Contract Documents and Acceptability of Work A. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work, the quantities and classifications of Unit Price Work, the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, and Claims seeking changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing, in accordance with the provisions of paragraph 10.05, with a request for a formal decision. B. \Vhen functioning as interpreter and judge under this paragraph 9.09, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to this paragraph 9.09 with respect to any such Claim, dispute, or other matter (except any which have been waived by the making or acceptance of [mal payment as provided in paragraph 14.07) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such Claim, dispute, or other matter. 9.10 Limitations on ENGINEER's Authority and Respon- sibilities A. Neither ENGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I or responsibility or the undertaking, exercise, or performance of any authority or responsibility by ENGINEER shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. ENGINEER will not supervise, direct, control, or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform the Work in accordance with the Contract Documents. C. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. ENGINEER's review of the fmal Application for Payment and accompanying documentation and all mainte- nance and operating instructions, schedules, guarantees, Bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by paragraph l4.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents. E. The limitations upon authority and responsibility set forth in this paragraph 9.10 shall also apply to ENGINEER's Consultants, Resident Project Representative, and assistants. ARTICLE 10 - CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work A. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If OWNER and CONTRACTOR are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change 00700 - 29 Directive, a Claim may be made therefor as provided in paragraph 10.05. 10.02 Unauthorized Changes in the Work A. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in paragraph 3.04, except in the case of an emergency as provided in paragraph 6.16 or in the case of uncovering Work as provided in paragraph 13.04.B. 10.03 Execution of Change Orders A. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 1. changes in the Work which are: (i) ordered by OWNER pursuant to paragraph 1O.0l.A, (ii) required because of acceptance of defective Work under para- graph 13.08.A or OWNER's correction of defective Work under paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.l8.A. 10.04 Notification to Surety A. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR's responsibility. The amount of each applicable Bond will be adjusted to reflect the effect of any such change. 10.05 Claims and Disputes A. Notice: Written notice stating the general nature of each Claim, dispute, or other matter shall be delivered by the claimant to ENGINEER and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. Notice of the amount or extent of the Claim, dispute, or other matter with supporting data shall be delivered to the ENGINEER and the other party to the Contract within 60 days after the start of such event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of such Claim, dispute, or other matter). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of paragraph 12.0l.B. A Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjust- ment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shaIl submit any response to ENGINEER and the claimant within 30 days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). B. ENGINEER's Decision: ENGINEER will render a formal decision in writing within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any. ENGINEER's written decision on such Claim, dispute, or other matter will be fmal and binding upon OWNER and CONTRACTOR unless: I. an appeal from ENGINEER's decision is taken within the time limits and in accordance with the dispute resolution procedures set forth in Article 16; or 2. if no such dispute resolution procedures have been set forth in Article 16, a written notice of intention to appeal from ENGINEER's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within 30 days after the date of such decision, and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction within 60 days after the date of such decision or within 60 days after Substantial Completion, whichever is later (unless otherwise agreed in writing by OWNER and CONTRACTOR), to exercise such rights or remedies as the appealing party may have with respect to such Claim, dispute, or other matter in accordance with applicable Laws and Regulations. C. If ENGINEER does not render a formal decision in writing within the time stated in paragraph lO.05.B, a decision denying the Claim in its entirety shall be deemed to have been issued 3 I days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any. D. No Claim for an adjustment in Contract Price or Contract Times (or Milestones) will be valid if not submitted in accordance with this paragraph 10.05. ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs necessarily incurred and paid by CON- TRACTOR in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to CONTRACTOR will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items, and shall not include any of the costs itemized in paragraph 11.01.B. I. Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen, and other personnel employed fuIl time at the Site. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unem- ployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by OWNER. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. AIl cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained. 00700 - 30 I I I I I I I I I I I I I I I I I I I I I 3. Payments made by CONTRACTOR to Subcontractors for Work performed by Subcontractors. If required by OWNER, CONTRACTOR shall obtain competitive bids from subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER, who will then determine, with the advice of ENGINEER, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in this paragraph 11.01. I I I I 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. I 5. Supplemental costs including the following: I I a. The proportion of necessary transportation, travel, and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. I b. Cost, including transportation and mainte- nance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facili- ties at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of CONTRACTOR. I I c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, ma- chinery, or parts shall cease when the use thereof is no longer necessary for the Work. I I I I d. Sales, consumer, use, and other similar taxes related to the Work, and for which CON- TRACTOR is liable, imposed by Laws and Regu- lations. I e. Deposits lost for causes other than negli- gence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, I I 00700 - 31 and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the perfor- mance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with paragraph 5.06.D), provided such losses and damages have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them. or for whose acts any of them may be liable. Such losses shall include settlements made with the wrinen consent and approval of OWNER. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expressage, and similar petty cash items in connection with the Work. i. When the Cost of the Work is used to determine the value of a Change Order or of a Claim, the cost of premiums for additional Bonds and insurance required because of the changes in the Work or caused by the event giving rise to the Claim. j. When all the Work is performed on the basis of cost-plus, the costs of premiums for all Bonds and insurance CONTRACTOR is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of CONTRACTOR's officers, executives, principals (of partnerships and sole proprietorships), general manag- ers, engineers, architects, estimators, anomeys, audi- tors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by CONTRACTOR, whether at the Site or in CONTRACTOR's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.01.A.l or specifically covered by paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the Site. 3. Any part of CONTRACTOR's capital expenses, including interest on CONTRACTOR's capital employed for the Work and charges against CONTRACTOR for delinquent payments. 4. Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraphs 1 LOLA and l1.01.B. C. CONTRACTOR's Fee: When all the Work is performed on the basis of cost-plus, CONTRACTOR's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, CONTRACTOR's fee shall be determined as set forth in paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to paragraphs 11.01.A and 11.01.B, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to ENGINEER an itemized cost breakdown together with supporting data. 11.02 Cash Allowances A. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums as may be acceptable to OWNER and ENGINEER. CONTRACTOR agrees that: 1. the allowances include the cost to CONTRAC- TOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and 2. CONTRACTOR's costs for unloading and handling on the Site, labor, installation costs, overhead, profit, and other expenses contemplated for the allow- 00700 - 32 I ances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. I I B. Prior to fmal payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. I 11.03 Unit Price Work I A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agree- ment. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER subject to the provisions of paragraph 9.08. I I I I B. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. I I C. OWNER or CONTRACTOR may make a Claim for an adjustment in the Contract Price in accordance with paragraph 10.05 if: I 1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and I 2. there is no corresponding adjustment with respect any other item of Work; and I 3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. I I I I I I I ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES I 12.01 Change of Contract Price I A. The Contract Price may only be changed by a Change Order or by a Written Amendment. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to the ENGINEER and the other party to the Contract in accor- dance with the provisions of paragraph 10.05. I I B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: I 1. where the Work involved is covered by unit prices contained in the Contract Documents, byapplica- tion of such unit prices to the quantities of the items involved (subject to the provisions of paragraph 11.03 ); or I I 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 12.01.C.2); or I I 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agree- ment to a lump sum is not reached under paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in paragraph 11.01) plus a CONTRACTOR's fee for overhead and profit (deter- mined as provided in paragraph 12.01.C). I I C. CONlRACIOR's Fee: The CONTRACTOR's fee for overhead and profit shaH be determined as follows: I 1. a mutually acceptable fixed fee; or I 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: I a. for costs incurred under paragraphs 11.01.A.l and 11.01.A.2, the CONTRACTOR's fee shall be 15 percent; I b. for costs incurred under paragraph 11.01.A.3, the CONTRACTOR's fee shall be five percent; I c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no I 00700 - 33 fixed fee is agreed upon, the intent of paragraph 12.01.C.2.a is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; d. no fee shall be payable on the basis of costs itemized under paragraphs 11.01.A.4, 11.01.A.5, and 11.01.B; e. the amount of credit to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are in- volved in anyone change, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with para- graphs 12.01.C.2.a through 12.01.C.2.e, inclu- sive. 12.02 Change of Contract Times A. The Contract Times (or Milestones) may only be changed by a Change Order or by a Written Amendment. Any Claim for an adjustment in the Contract Times (or Milestones) shall be based on written notice submitted by the party making the claim to the ENGINEER and the 'other party to the Contract in accordance with the provisions of paragraph 10.05. B. Any adjustment of the Contract Times (or Milestones) covered by a Change Order or of any Claim for an adjustment in the Contract Times (or Milestones) will be determined in accordance with the provisions of this Article 12. 12.03 Delays Beyond CO,vTRACIOR's Control A. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in paragraph 12.02.A. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. 12.04 Delays Within CONTRACTOR's Control A. The Contract Times (or Milestones) will not be extended due to delays within the control of CONTRACTOR. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.05 Delays Beyond OWNER's and CONTRACTOR's Control A. Where CONTRACTOR is prevented from complet- ing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. 12.06 Delay Damages A. In no event shall OWNER or ENGINEER be liable to CONTRACTOR, any Subcontractor, any Supplier, or any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from: 1. delays caused by or within the control of CON- TRACTOR; or 2. delays beyond the control of both OWNER and CONTRACTOR including but not limited to fires,' floods, epidemics, abnormal weather conditions, acts of God, or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. B. Nothing in this paragraph 12.06 bars a change in Contract Price pursuant to this Article 12 to compensate CONTRACTOR due to delay, interference, or disruption directly attributable to actions or inactions of OWNER or anyone for whom OWNER is responsible. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects A. Prompt notice of all defective Work of which OWNER or ENGINEER has actual knowledge will be given , I to CONTRACTOR. All defective Work may be rejected, corrected, or accepted as provided in this Article 13. I 13.02 Access to Work I A. OWNER, ENGINEER, ENGINEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspecting, and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's Site safety procedures and programs so that they may comply therewith as applicable. I I I 13.03 Tests and Inspections A. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. I I B. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: I 1. for inspections, tests, or approvals covered by paragraphs 13.03.C and 13.03.D below; I 2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.04.B shall be paid as provided in said paragraph 13.04.B; and I 3. as otherwise specifically provided in the Con- tract Documents. I C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection or approval. I I I D. CONTRACTOR shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for OWNER's and ENGINEER's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to OWNER and ENGINEER. I I I 00700 - 34 I I I E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation. I F. Uncovering Work as provided in paragraph 13.03.E shall be at CONTRACTOR's expense unless CON- TRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGI- NEER bas not acted with reasonable promptness in response to such notice. I I 13.04 Uncovering Work I A. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEER's observation and replaced at CONTRACTOR's expense. I B. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR, at ENGINEER's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. If it is found that such Work is defective, CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, anorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, OWNER may make a Claim therefor as provided in paragraph 10.05. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directlyanribut- able to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a Claim therefor as provided in paragraph 10.05. I I I I I I I I I 13.05 OWNER May Stop the Work I A. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop I I 00700 - 35 the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. CONTRACTOR shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by ENGINEER, remove it from the Project and replace it with Work that is not defective. CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.07 Correction Period A. If within one year after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for CONTRACTOR's use by OWNER or permitted by Laws and Regulations as contemplated in paragraph 6.II.A is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: (i) repair such defective land or areas, or (ii) correct such defective Work or, if the defective Work has been rejected by OWNER, remove it from the Project and replace it with Work that is not defective, and (iii) satisfac- torily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or repaired or may have the rejected Work removed and replaced, and all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR. B. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. D. CONTRACTOR's obligations under this paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this paragraph 13 .07 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINEER's recommendation of final payment, ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to OWNER's evaluation of and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness) and the diminished value of the Work to the extent not otherwise paid by CONTRACTOR pursuant to this sentence. If any such acceptance occurs prior to ENGINEER's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and OWNER shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, OWNER may make a Claim therefor as provided in paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. 13.09 OWNER May Correct Defective Work A. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.06.A, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days written notice to CONTRACTOR, correct and remedy any such deficiency. B. In exercising the rights and remedies under this paragraph, OWNER shall proceed expeditiously. In I connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the Site, take possession of all or part of the Work and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, con- struction equipment and machinery at the Site, and incorpo- rate in the Work all materials and equipment stored at the Site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's representatives, agents and employees, OWNER's other contractors, and ENGINEER and ENGINEER's Consultants access to the Site to enable OWNER to exercise the rights and remedies under this paragraph. I I I I I C. All Claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by OWNER in exercising the rights and remedies under this paragraph 13.09 will be charged against CON- TRACTOR, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, OWNER may make a Claim therefor as provided in paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of CONTRACTOR's defective Work. I I I I I D. CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in the performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies under this paragraph 13.09. I I ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION I 14.01 Schedule of Values I A. The schedule of values established as provided in paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of units completed. I I I 00700 - 36 I I I 14.02 Progress Payments A. Applications for Payments I 1. At least 20 days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other docu- mentation warranting that OWKER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect OWNER's interest therein, all of which must be satisfactory to OWNER. I I I I I I 2. Beginning with the second Application for Payment, each Application shall include an affidavit of CONTRACTOR stating that all previous progress payments received on account of the Work have been applied on account to discharge CONTRACTOR's legitimate obligations associated with prior Applications for Payment. I I 3. The amount of retainage with respect to pro- gress payments will be as stipulated in the Agreement. I B. Review of Applications I 1. ENGINEER will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to OWNER or return the Application to CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend payment. In the latter case, CO~TRACTOR may make the necessary corrections and resubmit the Application. I I I 2. ENGINEER's recommendation of any payment requested in an Application for Payment will constirute a representation by ENGINEER to OWNER, based on ENGINEER's observations on the Site of the executed Work as an experienced and qualified design profession- al and on ENGINEER's review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER's knowledge, information and belief: I I I 00700 - 37 a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.08, and to any other qualifications stated in the recommendation); and c. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled in so far as it is ENGINEER's responsibility to observe the Work. 3. By recommending any such payment ENGI- NEER will not thereby be deemed to have represented that: (i) inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents; or (ii)that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR. 4. Neither ENGINEER's review of CONTRACTOR's Work for the purposes of recom- mending payments nor ENGINEER's recommendation of any payment, including fmal payment, will impose responsibility on ENGINEER to supervise, direct, or control the Work or for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for CON- TRACTOR's failure to comply with Laws and Regu- lations applicable to CONTRACTOR's performance of the Work. Additionally, said review or recommendation will not impose responsibility on ENGINEER to make any examination to ascertain how or for what purposes CONTRACTOR has used the moneys paid on account of the Contract Price, or to determine that title to any of the Work, materials, or equipment has passed to OWNER free and clear of any Liens. 5. ENGINEER may refuse to recommend the whole or any part of any payment if, in ENGINEER's opinion, it would be incorrect to make the representa- tions to OWNER referred to in paragraph 14.02.B.2. ENGINEER may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in ENGINEER's opinion to protect OWNER from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or replace- ment; b. the Contract Price has been reduced by Written Amendment or Change Orders; c. OWNER has been required to correct defective Work or complete Work in accordance with paragraph 13.09; or d. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in para- graph 15.02.A. C. Payment Becomes Due I. Ten days after presentation of the Application for Payment to OWNER with ENGINEER's recom- mendation, the amount recommended will (subject to the provisions of paragraph 14.02.D) become due, and when due will be paid by OWNER to CONTRACTOR. D. Reduction in Payment I. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: a. claims have been made against OWNER on account of CONTRACTOR's performance or fur- nishing of the Work; b. Liens have been fIled in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens; c. there are other items entitling OWNER to a set-off against the amount recommended; or d. OWNER has actual knowledge of the occur- rence of any of the events enumerated in paragraphs 14.02.B.5.a through 14.02.B.5.c or paragraph 15.02.A. 2. If OWNER refuses to make payment of the full amount recommended by ENGINEER, OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR any amount remaining after deduction of the amount so withheld. 00700 - 38 I OWNER shall promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRAC- TOR corrects to OWNER's satisfaction the reasons for such action. I I 3. If it is subsequently determined that OWNER's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by paragraph 14.02.C.1. I I 14.03 CONTRACTOR's Warranty of Title A. CONTRACTOR warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens. I I 14.04 Substantial Completion I A. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Promptly thereafter, OWNER, CONTRACTOR, and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or attached list. If, after considering such objections, ENGINEER concludes that the Work is not substantially complete, ENGINEER will within 14 days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating the reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete, ENGINEER will within said 14 days execute and deliver to OWNER and CONTRACTOR a defmitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Comple- tion ENGINEER will deliver to OWNER and CONTRAC- TOR a wrinen recommendation as to division of responsibili- I I I I I I I I I I I I I ties pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until fmal payment. I I I B. OWNER shall have the right to exclude CONTRACTOR from the Site after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. I 14.05 Partial Utilization I A. Use by OWNER at OWNER's option of any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which OWNER, ENGINEER, and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following conditions. I I I I 1. OWNER at any time may request CON- TRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER, CONTRACTOR, and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. I I I I I I I I 00700 - 39 . 2. No occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of paragraph 5.10 regarding property insurance. 14.06 Final Inspection A. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will promptly make a fmal inspection with OWNER and CONTRACTOR and will notify CON- TRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.07 Final Payment A. Application/or Payment 1. After CONTRACTOR has, in the opinion of ENGINEER, satisfactorily completed all corrections identified during the fmal inspection and has delivered, in accordance with the Contract Documents, all main- tenance and operating instructions, schedules, guaran- tees, Bonds, certificates or other evidence of insurance certificates of inspection, marked-up record documents (as provided in paragraph 6.12), and other documents, CONTRACTOR may make application for fmal payment following the procedure for progress payments. 2. The fmal Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph 5.04.B.7; (ii) consent of the surety, if any, to final payment; and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Lien rights arising out of or Liens filed in cormection with the Work. 3. In lieu of the releases or waivers of Liens specified in paragraph 14.07.A.2 and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and an affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be fIled; and (ii) all payrolls, material and equipment bills, and other indebtedness cormected with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. B. Review of Application and Acceptance 1. If, on the basis of ENGINEER's observation of the Work during construction and fmal inspection, and ENGINEER's review of the fmal Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the fmal Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application for Payment to OWNER for pay- ment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.09. Otherwise, ENGINEER will return the Application for Payment to CONTRACTOR, indicating in writing the reasons for refusing to recommend fmal payment, in which case CON- TRACTOR shall make the necessary corrections and resubmit the Application for Payment. C. Payment Becomes Due 1. Thirty days after the presentation to OWNER of the Application for Payment and accompanying docu- mentation, the amount recommended by ENGINEER will become due and, when due, will be paid by OWN- ER to CONTRACTOR. 14.08 Final Completion Delayed A. If, through no fault of CONTRACTOR, fmal completion of the Work is significantly delayed, and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retain age stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CON- TRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing fmal payment, except that it shall not constitute a waiver of Claims. 14.09 Waiver of Claims A. The making and acceptance of fmal payment will constitute: 00700 - 40 I 1. a waiver of all Claims by OWNER against CONTRACTOR, except Claims arising from unsettled Liens, from defective Work appearing after fmal inspection pursuant to paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and I I I 2. a waiver of all Claims by CONTRACTOR against OWNER other than those previously made in writing which are still unsettled. I ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION I I 15.01 OWNER May Suspend Work A. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to CON- TRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes a Claim therefor as provided in paragraph 10.05. I I I 15.02 OWNER May Tenninatefor Cause I A. The occurrence of anyone or more of the following events will justify termination for cause: I 1. CONTRACTOR's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.07 as adjusted from time to time pursuant to paragraph 6.04); I I 2. CONTRACTOR's disregard of Laws or Regulations of any public body having jurisdiction; I 3. CONTRACTOR's disregard of the authority of ENGINEER; or I 4. CONTRACTOR's violation in any substantial way of any provisions of the Contract Documents. I B. If one or more of the events identified in paragraph 15.02.A occur, OWNER may, after giving CONTRACTOR (and the surety, if any) seven days written notice, terminate I I I I the services of CONTRACTOR, exclude CONTRACTOR from the Site, and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the Site or for which OWNER has paid CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case, CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by OWNER arising out of or relating to completing the Work, such excess will be paid to CONTRACTOR. If such claims, costs, losses, and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses, and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and, when so approved by ENGINEER, incorporated in a Change Order. When exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. I I I I I I I I C. Where CONTRACTOR's services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. I I 15.03 OWNER May Terminate For Convenience I A. Upon seven days written notice to CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to terminate the Contract. In such case, CONTRACTOR shall be paid (without duplication of any items): I 1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; I I 2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; I I 3. for all claims, costs, losses, and damages (including but not limited to all fees and charges of I 00700 - 41 engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. for reasonable expenses directly attributable to termination. B. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.04 CONIRACIOR May Stop Work or Terminate A. If, through no act or fault of CONTRACTOR, the Work is suspended for more than 90 consecutive days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within 30 days after it is submitted, or OWNER fails for 30 days to pay CONTRACTOR any sum fmally determined to be due, then CONTRACTOR may, upon seven days written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Contract and recover from OWNER payment on the same terms as provided in paragraph 15.03. In lieu of terminating the Contract and without prejudice to any other right or remedy, if ENGI- NEER has failed to act on an Application for Payment within 30 days after it is submitted, or OWNER has failed for 30 days to pay CONTRACTOR any sum fmaIIy determined to be due, CONTRACTOR may, seven days after written notice to OWNER and ENGINEER, stop the Work until payment is made of all such amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph 15.04 are not intended to preclude CONTRACTOR from making a Claim under paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping the Work as permitted by this paragraph. ARTICLE 16 - DISPUTE RESOLUTION 16.01 Methods and Procedures A. Dispute resolution methods and procedures, if any, shall be as set forth in the Supplementary Conditions. If no method and procedure has been set forth, and subject to the provisions of paragraphs 9.09 and 10.05, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. I ARTICLE 17 - MISCELLANEOUS I 17.01 Giving Notice I A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the frrm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. I I 17.02 Computation of Times I A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the frrst and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. I 17.03 Cumulative Remedies I A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. I I I I 17.04 Survival of Obligations I A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Agreement. I 17.05 Controlling Law I A. This Contract is to be governed by the law of the state in which the Project is located. I I I 00700 - 42 I I I I I I I I I I I I I I I I I I I I SPECIAL PROVISIONS to the STANDARD UTILITY SPECIFICATIONS SCOPE OF WORK This Contract shall consist of the furnishing of all labor, equipment and all else necessary to complete the project in accordance with the plans and specifications. The work shall include, but not be limited to: sanitary sewer, water main, storm sewer, and services together with all appurtenant items in the proposed "Towne Lakes 2nd Addition", located in Albertville, Minnesota. Unless otherwise noted or modified herein, all sections of the General Conditions shall apply. 1. SPECIFICATIONS WHICH APPLY The specifications which apply to the construction of sanitary sewer and water main work as shown in the plans shall be "Standard Utility Specifications for Water Main and Service Line Installation and Sanitary Sewer and Storm Sewer Installation, 1999 Edition," as prepared by the City Engineer's Association of Minnesota, City of Albertville Standard Specifications, and Joint Powers Water Board Standard Specifications to the extent that they are modified by these special provisions. 2. STAKING Staking for utilities provided by the ENGINEER shall be as follows: Sanitary and Storm Sewers (1 complete set) Main: 50' center, offset per CONTRACTOR's request Manholes: location and grade of invert and rim (offset w/witness stakes) Services: Wye location noted on cut sheets, services staked to property line with offset and witness stakes Water Main (1 complete set) Main: 50' centers, offset per contractor Hydrants/valves: line and grade with offset and witness Tees & bends: as needed for construction Services: location and grade at building with offset and witness ENGINEER shall provide the CONTRACTOR's field foreman with copies of cut sheet indicating cuts from stakes provided the same day the survey crew places stakes. All work shall be scheduled with the OWNER and/or the CONTRACTOR on site. Every attempt shall be made to provide the requested staking within 24 hours of said request. Under no circumstances shall the surveyor's response time be greater than 48 hours from request without notifying the owner. 3. SANITARY SEWER & STORM SEWER A. Materials 1. Polyvinyl chloride pipe and fittings shall conform with the requirements of A.S.T.M. Spec. D-1784 using Type 1, Grade 1 material, and shall have minimum wall thickness as SPU-l covered by S.D.R. - 35(heavy wall). . PVC pipe laid at depths of 16 to 35 feet shall have minimum wall thickness as covered by S.D.R. - 26. All PVC pipe joints and fittings shall be bell and spigot, 0- ring gasket-type joints. I I I I I I I I I I I I I I I I Forcemain shall conform to materials specifications required for PVC C900 Water Main. All forcemain shall be Poyvinyl Chloride Pressure Pipe, conforming to A WW A C- 900The pipe shall be pressure class 150 with a DR rating of 18 and conforming with the outside diameter dimensions of cast iron pipe. All materials shall meet the specifications and approval of the Underwriters laboratories Factory Mutual and the National Sanitation Foundation (NSF) Standard. 2. Ductile iron sanitary sewer pipe shall be used at depths over 30 feet and shall be class 52, in conformance with the requirements of A WW A Standard C 151 (Ductile Iron Pipe Centrifugally Cast in Metal Molds or Sand-line Molds). Pipe shall be tar coated, cement lined conforming to the requirements of A WW A Cl 04. All ductile iron pipe shall be mechanical or push-on type joints. 3. Reinforced concrete pipe shall conform to the requirements of the Standard Specifications for Reinforced Concrete Sewer Pipe, A.S.T.M. Designation C-76, Wall B with circular reinforcing for the class of pipe specified. All reinforced concrete pipe joints shall be Type R-4. All R.c. pipe shall be Class 3 unless otherwise indicated on the plan or proposal. All R.C. pipe shall meet the requirements of Mn/DOT Specification 3236. 4. High density polyethelene (HDPE) corrugated pipe with an integrally-formed smooth interior shall conform to the following specifications: The specification is applicable to nominal sizes 12 - 36 inches in diameter. Requirements for test methods, dimensions and marking are those found in AASHTO Designations M252, MP7-97 and M-294. Pipe and fitting shall be made of polyethelene compounds which conform to the physical requirements of Type III, Category 3, 4 or 5, p23, p33 or p34, Class 3 per ASTM D-1248 with the applicable requirements defined in ASTM D-1248. Clean reworked material may be used. Minimum Pipe Stiffness values shall be as follows: Diameter Pipe Stiffness* 12 15 18 24 30 36 50 psi 42 psi 40 psi 34 psi 28 psi 22 psi *per ASTM Test Method D-2412 The pipe and fittings shall be free of foreign inclusions and visible defects. The ends of the pipe shall be cut squarely and cleanly so as not to adversely affect joining. I I I SPU-2 I I I I I I I I I I I I I I I I I I I The nominal size for the pipe and fittings is based on the nominal inside diameter of the pipe. Inside diameter tolerances shall be plus 3.0% minus 1.5%. Corrugated fittings may be either molded or fabricated by the manufacturer. Fittings produced by manufacturers other than the supplier of the pipe lengths shall not be permitted without the approval of the ENGINEER. Couplings shall be corrugated to match the pipe corrugations and the width of shall not be less than Yz the nominal diameter of the pipe. Split couplings shall be manufactured to engage an equal number of corrugations on each side of the pipe joint. A neoprene-type gasket shall be utilized with the coupling to provide a soil-tight and water-tight joint. A manufacturer's certification that the product was manufactured, tested and supplied in accordance with this specification shall be furnished upon request to the ENGINEER. Installation shall be in accordance with ASTM recommended practice D-2321 or as specified by the ENGINEER. 5. Sewer services shall be 4" Polyvinyl chloride pipe (PVC) S.D.R. - 26 (heavy wall). All riser pipe shall be 4" Polyvinyl chloride pipe (PVe) S.D.R. - 26 (heavy wall). 6. Manhole castings and covers and catch basin castings shall conform to the City of Albertville Standards. Pipe entrance to manholes shall be sealed water tight with O-ring gaskets. Storm sewer catch basin frames and covers shall be as noted on the plans. Steps shall be included in manholes with a depth greater than 4'-0". 7. All cast iron fittings shall be mechanical joint unless otherwise indicated and shall be in accordance with A WW A C1l O. All fittings shall be designed for not less than 250 psi working pressure and shall have a standard thickness cement mortar lining conforming with A WWA C104. Ductile iron compact fittings as specified in C153 with standard thickness lining are acceptable in lieu of cast iron fittings. Lead-tipped gaskets will not be approved for conductivity. B. Construction Requirements 1. Trench widths must, in all cases, be held to a maximum width of two feet (2') greater than the outside diameter of the pipe measured at the top of the pipe. The bedding of the pipe shall be Class "C" or better. 2. Excavating operations shall proceed only so far in advance of pipe-laying as will satisfy the needs for coordination of work and permit advance verification and unobstructed line and grade as planned. The amount of open or unfilled trench shall not exceed 500 feet unless ordered by the ENGINEER, and failure to comply with this requirement shall be cause for shut-down of the entire job until such back-filling is accomplished. All trench work MUST be confined to the right-of-way and easement areas as shown on the plans. Should trenches extend into side yard areas, the Contractor must be aware of the construction limits. Refer to the final plat for easements if they are not noted on the plans. SPU-3 I Where interference with existing structures is possible or in any way indicated, and where necessary to establish elevation or direction for connection to in-place structures, the excavating shall be done at those locations in advance of the main operation so actual conditions will be exposed in sufficient time to make adjustments without resorting to extra work or unnecessary delay. I I 3. PYC plastic sewer pipe shall be bedded in accordance with the requirements of A.S.T.M. D-2321 "Standard Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe." Bedding material shall be in accordance with Section Fl of the Standard Utility Specifications. I At depths of 16' or more, Class B Bedding using 100% crushed aggregate material (maximum 3/4" size) and granular selected material compacted in place to 100% specified density will be required. I I Reinforced concrete pipe shall have Class C bedding. 4. I The contractor shall keep accurate records of all service installations as to type, location, elevation, point of connection and termination, etc. This service record shall be maintained jointly by the contractor and the inspector on forms provided by the ENGINEER. Service installations shall not be backfilled until all required information has been obtained and recorded. I I Services shall be located 10' beyond property line and plugged. (See plans for location of sanitary services and requirements of this contract) 5. PYC pipe for under drains shall be constructed as per the detail as shown in the plans. I Material shall follow Mn/DOT spec. 2502. 6. All force main fittings, including plugs, caps, tees, bends, and other thrust points shall be I restrained with retainer glands or tie-bars. When tie-bars are used with steel bands around the pipe barrel, only one rod should be attached to each band and the band should be cocked to prevent slippage along the pipe barrel. A band placed behind the bell may be used for two I rods. For mechanical joint pipe, tie rods may be threaded through the bolt-holes in the flange and secured by nuts. All rods and bands should be made of corrosion-resistant material or coated to prevent rust or deterioration. All methods of restraint shall be approved by the I ENGINEER prior to construction. c. I Backfilling and Trench Compaction The backfilling shall be accomplished with the use of suitable materials selected from the excavated materials to the extent available and practical. Should the materials available within the trench section be unsuitable or insufficient, the CONTRACTOR shall, when directed by the ENGINEER, replace unsuitable material beneath roadways with suitable materials from other parts of the project. The removal and disposal of unsuitable material and the hauling, placing, and compacting of the surplus material, shall be considered incidental to the water main installation and no payment will be made for this item. I I I SPU-4 I I I I I I I I I I I I I I I I I I I I I Backfill at the "pipe zone" shall be accomplished with select material hand placed and tamped carefully around and over the pipe to a depth of one foot (I') above the top of the pipe. Each successive layer of backfill material shall be thoroughly compacted using suitable mechanical compaction equipment. Fill compacted with heavy, self-propelled compaction equipment shall be placed in lifts not to exceed 12 inches in loose thickness. Fill compacted with hand operated compaction equipment shall be placed in lifts not exceeding 6 inches in loose thickness. Each lift shall be compacted over the full width of the excavated area. The CONTRACTOR shall carry out his compunction to insure that the material placed below 3' of the top of the excavation and l' above the pipe shall be compacted to a minimum of 95% of standard proctor dry density. The material placed in the top 3' of the trench as well as the aggregate base shall be compacted in the same manner to a minimum of 100% standard proctor dry density. Service trenches must be compacted in the same manner as the main trench. In areas where curb and gutter exists, sufficient curbing shall be removed to allow the prescribed compaction over the entire disturbed area. Utilities installed in "green" areas (not below pavement) shall be compacted to a minimum of 90% of standard proctor dry density. Utilities installed in "green" areas (not below pavement) adjacent to proposed or existing houses shall be compacted to the same requirements as under streets. At the time of compaction, the moisture content of the embankment material shall be not more than 4% over the soil's optimum moisture content, as determined by standard proctor, where a minimum of 95% of standard proctor dry density is required, and shall be not less than 65% nor more than 102% of the soil's optimum moisture content, as determined by standard proctor, where a minimum of 100% of standard proctor dry density is required. The minimum moisture requirement shall not apply to materials classified by the ENGINEER as Granular Material, nor shall the above specified moisture controls apply to materials placed without specific density control. However, all materials placed without moisture control shall be subject to the specified layer construction requirements. The soils report, as represented on this project, may contain additional or more stringent requirements. In all cases, the soils report shall govern the construction techniques used with respect to the compactive efforts on this project. The CONTRACTOR is responsible for obtaining and understanding all requirements within this report. In all cases, the CONTRACTOR shall blade and compact the roadway after the trench has been backfilled, so that it shall be passable to traffic and in a free draining condition at all times. The CONTRACTOR shall maintain the roadway in a condition acceptable to the ENGINEER at all times until final approval of the entire work by the OWNER. Water shall be used for dust control and moisture conditioning of the soil and shall be applied as directed by the ENGINEER. The CONTRACTOR shall remedy, at his own expense, any defects that appear in the backfill for a period of one year following the final written letter of acceptance of the project from the City and or ENGINEER. D. Testing SPU-5 Prior to final acceptance of each section of sewer line, the CONTRACTOR shall flush a ball, the full diameter of the sewer, through the line. This shall be done to remove any dirt or debris which has entered the new installation. The dirt and debris shall be prevented from entering the existing sewer system by means of water-tight plugs or other suitable methods. The Contractor shall televise all sanitary sewer mains after construction is complete. The Contractor shall give the City 48 hour notice prior to the start of any test and all testing must be witnessed by a City Representative. Each reach of the sewer shall meet the requirements of the following tests: 1. Leakage tests i. Upon completion of the mainline, services and manhole installation. 11. Hydrostatic Pressure Test lll. Air Test Method The following paragraph shall replace paragraph 2 of the Air test method listed in the CEAM Specifications. After the temperature has been allowed to stabilize for the two minute period, the air supply shall be disconnected, and the pressure is allowed to decrease to 3.5 psig. At the 3.5 psig the stopwatch is started to determine the time required for the pressure to drop to 2.5 psig. The time shall be equal or greater than the allowable time as follows: Pipe Time Size {min:sec} 6" 2:15 8" 3:18 10" 3:57 12" 5:40 15 " 7:05 18" 8:30 21 " 9:50 24" 11:20 2. Deflection Testing - The CONTRACTOR shall measure deflection ofPVC sewer pipe not sooner than 30 days after placement of backfill material in the trench and prior to acceptance of the project. Deflections greater than 5% of the inside diameter shall be considered failure of the bedding procedure and the CONTRACTOR may be required to re-excavate the trench and provide additional compaction along the side ofthe sewer. E. Safety Equipment "".' In addition to the usual safety equipment and procedures, the CONTRACTOR shall also make available at the job site the following: 1. An air blower with a directional chute capable of delivering 1 ,500 c.f.m. of fresh air at sewer manholes. SPU-6 I I I I I I I I I I I I I I I I I I I Westwood Professional Services, Inc. PLANNING. ENGINEERING. SURVEYING oootJ:; /e:; '" 7599 Anagram Drive Eden Praire. MN 55344 August 12, 2002 Phone: 952-937-5150 Fax: 952-937-5822 Toll free: 1-888-937-5150 E-mail: wps@westwoodps.com TWIN CITIES/METRO ST. CLOUD BRAINERD Mr. Richard Clark, P.E., Supervisor Minnesota Department of Health Public Water Supply Unit Section of Drinking Water Protection 121 East Seventh Place, Suite 220 P.O. Box 64975 St. Paul, MN 55164-0975 Re: Towne Lakes 2nd Addition Albertville, Mn. Job No. 99360.02 Dear Mr. Clark: Enclosed please find one set of plans and specifications for the construction of water main in the above referenced project for your review and approval. Also included is a check for $150.00 for the plan review fee. The proposed water main is to become part of the City system and all materials and construction will be in accordance with the Standard Utility Specifications prepared by the City Engineer's Association of Minnesota and in accordance with City Standards. If you have any questions or further information is required, please contact our office. Sincerely, MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health This is to certify that this is o cop I of the plan. r~fl!r~d_ to -"'''!.'U.. f ::'p~~~~::~t~~ttd~t:d-AUf3 2 9 . WESTWOOD PEDFESSIONAL SERVICES, INC. r ;;'{ I;,~ ~/' Zv/ . John Beck' cc: Dave Hempel, Contractor Property Developers Company enclosures Designing t~~ture Today...since 1972 I I I I I I I I I I I I I I I I I I I 2. An approved harness or rope-sling for rescue of personnel from manholes. 3. An approved portable oxygen supply unit with face mask and goggles. No personnel will be allowed to enter completed sanitary sewer manholes without this equipment immediately available for use by a "top man" stationed at the manhole. All safety equipment shall remain the property of the CONTRACTOR. F. Method of Measurement and Basis of Payment 1. Sewer pipe shall be paid for at the Contract Unit Price per lineal foot, which shall include the cost of furnishing all pipe, pipe- bend sections, jointing material, bedding material, and other material; and of delivering, handling, lying, de-watering, trenching, sheeting and backfilling, compacting, restoring of all surfaces, necessary permits, and all material or work necessary to install the pipe, complete in place, at the depth specified. The length of pipe for which payment is made shall be the actual overall length, measured along the axis of the pipe, without regard to intervening manholes, T -sections, or bend- sections. Length of branches will be measured from the centers of connecting manholes to the center of the manhole. All lengths will be measured in a horizontal plane unless the grade of the pipe is more than 15%. The depth of the cut for payment shall be defined as the distance between the invert of the pipe at a particular point, and the intersection of the vertical or plumb line, extended from the set point to the point of intersection of the line with the ground surface as it exists at the time of construction. 2. Standard manholes, drop manholes, catch basins, and catch basin manholes shall be paid for at the Contract Unit Price and shall include the cost of furnishing all pipe, pre-cast sections, sewer block, concrete slabs, adjusting rings, mortar, castings, waterproofing, jointing and other materials, and of delivering, excavating, sheeting, backfilling, compacting, de-watering, restoring of the surface and all material or work necessary to install the units complete, in place, at the Contract Unit Price per depths specified for the depth of 0-8 feet, plus an additional payment of the Contract Unit Price per lineal foot of depth greater than 8 foot. Manholes shall be measured from the invert of the sewer to top of the cover. 2a. Connect to Existing Sanitary Sewer Manhole In cases where a short sanitary pipe stub out of a manhole exists, the CONTRACTOR will be required to remove the existing stub and connect the new pipe to the connection provided as directed by the ENGINEER. Connect to Existing Manhole shall be paid for at the Contract Unit Price bid per each. 2b. Connect to Existing Sanitary Sewer Where a connection to an existing sanitary sewer line is required, the CONTRACTOR shall remove the existing plug, verify the invert elevation and alignment of the existing pipe and connect the new pipe as directed by the ENGINEER. Removal of plugs and verification shall be considered to be SPU -7 2f. 2g. 2h. incidental to the connection. Connect to Existing Sanitary Sewer shall be paid for at the Contract Unit Price bid for each. I 2c. I Connect to Existing Stonn Sewer Manhole Where a connection to an existing stonn sewer manhole is required, the CONTRACTOR shall knock out the wall of the manhole and connect the new pipe to the existing manhole. Also, the CONTRACTOR shall grout the new connection and reconstruct and grout the invert to provide for smooth flow. Any grouting and reconstructing shall be considered to be incidental to the connection. Connect to Existing Stonn Sewer Manhole shall be paid for at the Contract Unit Price bid per each. I I 2d. Connect to Existing Stonn Sewer I I I Where a connection to an existing stonn sewer line is required, the Contract shall remove the existing plug or bulkhead, verify the invert elevation and alignment of the existing pipe and connect the new pipe as directed by the ENGINEER. Removal of plugslbulkheads and verification shall be considered to be incidental to the connection. Connect to Existing Stonn Sewer shall be paid for at the Contract Unit Price bid per each. I I I I I I 2e. Drop Section For Manholes Type A: The drop section with the tee for drop manholes shall consist of a CIP/DIP tee, concrete base, pipe supports and concrete collar and will be paid for at the Contract Unit Price for each unit. Type B: The drop section without the tee for drop manholes shall consist of a CIPIDIP elbow, CIP/DIP plug, concrete base and pipe support and will be paid for at the Contract Unit Price bid per each unit. Risers for Drop Manholes The risers for drop manholes consist of DIP including pipe support and will be paid for at the Contract Unit Price per lineal foot. The length of riser shall be computed as distance from the tee invert to the spring line of the lowest pipe entering the manhole less one foot (1.0'). Connection to Existing Drop Sections I A connection to an existing drop section shall consist of completing a type B drop section, as covered under 2e above, by coring into the existing manhole and I furnishing a tee completely installed and will be paid for at the Contract Unit Price per each unit. Core Existing Sanitary Sewer Manhole I In cases where an additional invert/pipe is to be installed in an existing sanitary manhole, the CONTRACTOR will be required to core the existing manhole with I SPU-8 I I I the correct size and install a Link Seal as manufactured by Thunderline Corp. or approved equal. Also, the CONTRACTOR will be required to reconstruct and re-grout the invert to provide for smooth flow. Payment for Core Existing Sanitary Sewer Manhole shall be incidental to the Contract Unit price per "Connect to Existing Sanitary Sewer Manhole". I I I 3. Wyes, tees, plugs and special fittings will be paid for at the Contract Unit Price per each unit furnished of the size and classifications specified in the proposal form. I 4. R.c. Aprons shall be measured as a unit and shall be paid for at the Contract Unit Price per each. The unit price per R.c. Apron shall include trash guard and pipe ties, where specified, and all labor and materials complete in place. I 5. Rip-rap of each type and class will be measured by in-place volume of material based on the surface dimensions staked, and the specified thickness. Payment for rip-rap shall be by the Contract Unit Price per cubic yard (CY) fully installed. I I I 6. Granular Filter will be measured by in-place volume of material based on the surface dimensions staked, and the specified thickness. Payment for Granular Filter shall be by the Contract Unit Price per cubic yard (CY) fully installed. I 7. Trench stabilization material shall be measured and paid for by the Contract Unit Price per ton based upon scale receipts furnished to the ENGINEER. Payment for trench stabilization material shall include the extra depth of excavation and all materials, labor and equipment required to place the material. Payment for trench stabilization materials shall not be made when it is used for the CONTRACTOR's convenience or for de-watering purposes. Only material authorized by the ENGINEER shall be paid for. I I 8. PYC under drains shall be paid for by the Contract Unit Price per lineal foot and shall include all materials, labor and equipment (including fabric and aggregate) necessary to install the pipe according to the detail shown in the plans. I 9. Sanitary sewer service risers shall be measured by the Contract Unit Price per vertical foot from the center ofPYC main to the center of 45 degree bend at the point where a 2% grade starts. I 10. Hay bales will be paid for by the each for each one used as erosion control at drainage structures. I 11. The cost of all materials and labor required to complete this project, as specified and shown on the plans, but not specifically included as a paid item, shall be merged with the various unit prices bid. I 12. Ductile Iron Force Main Fittings and specials will be paid for at the Contract Unit Price per pound for the standard weight of the fitting and specials installed, on the basis of body weight only. All joints, restraints, nuts, bolts, and tie bars shall be incidental with no direct compensation thereto. I I SPU-9 I 4. I I I I I I I I I I I I I I I I WATER MAIN A. Materials 1. All 4", 6", 8" and, 12", water main shall be Poyvinyl Chloride Pressure Pipe, conforming to A WW A C-900The pipe shall be pressure class 150 with a DR rating of 18 and conforming with the outside diameter dimensions of cast iron pipe. Joints shall be bell- end elastometric gasket type. Restraints for C900 PVC Pipe shall be Uni-flange Series 1300, 1350, 1390 as may apply or equal. All materials shall meet the specifications and approval of the Underwriters laboratories Factory Mutual and the National Sanitation Foundation (NSF) Standard. 2. All ductile iron fittings shall be mechanical joint unless otherwise indicated and shall be in accordance with A WW A ClIO, ANSI A21.1O, A21.l1 and A2IA. Ductile iron compact fittings with mechanical joints shall conform with ANSI A21.53, A21.l1 an A2IA. All fittings will be epoxy coated and installed with "blue bolts" per City of Albertville standards. All fittings shall be designed for not less than 250 psi working pressure and shall have a standard thickness cement mortar lining conforming with A WW A C 1 04/ ANSI A21A. Ductile iron compact fittings as specified in C 153 with standard thickness lining are acceptable in lieu of cast iron fittings. Lead-tipped gaskets will not be approved for conductivity. 3. Hydrants All hydrants shall be Waterous "Pacer" No. WB-67 with the following requirements: a. Hydrants are to have a five-inch minimum valve opening. They shall be equipped with two 2-112" diameter nozzles and one 4-1/2" steamer connection. Outlet threads shall be Standard Fire-Hose Coupling Screw Threads ANSI B-26. Caps shall be nut type with chain. b. Hydrant barrels shall be two piece, with a 16" break-off traffic flange and flanged joint no more than two inches above the finished grade line with a mechanical joint connection at the hub end, conforming to A WW A C-502. Hydrants shall have an 8.5-foot bury. An aluminum plate shall be attached to the nozzle section to denote bury depth. c. All hydrants shall have a six-inch mechanical joint inlet for connecting into the six inch branch pipe from the main. There shall be a gate valve between the hydrant and the water main. d. Hydrant operating mechanism shall be provided with "0" ring seals preventing the entrance of moisture and shall be lubricated through an opening in the operating nut or bonnet. e. Shall open to the left ( counterclockwise), and be able to drain when the hydrant is closed. f. The operating nut shall be National Standard pentagon nut, number 5. g. Hydrant must have permanent markings showing: 1) Manufacturer's name I I I SPU-IO I 2) Year of manufacture 3) Bury depth I h. The hydrant shall be furnished with a location flag. The flag will be a 60" Hydra-finder as manufactured by Rodon Corp. I 1. Detailed drawings, catalog information, and maintenance data shall be furnished as requested by the engineer. I J. Hydrant drain ports shall come equipped with removable threaded plugs. Where hydrants are determined by the engineer to be in the water table, the plugs shall be left in. In this case, a bronze plate stating "No Drain Pump After Use" shall be attached to a hex- head bolt on the hydrant nozzle. I I 4. Valves a. Gate Valves I I I Valves 2" to 10" diameter shall be gate valves, resilient wedge type in accordance with A WW A 509 Specifications and have a working pressure of200 psi. Valves shall be equipped with a mechanical joint ends in accordance with A WW A Cll1/ ANSI A21.11- 85, shall have O-ring seals with non-rising stems a two inch (2") square nut and shall open to the right. Gate valves must show on the bonnet or body: I I) Open indicating arrow 2) Manufacturer's name 3) Pressure rating 4 ) Year of manufacture 5) Size I Gate valves shall be vertical Buffalo type, cast iron shaft 5-1/4" in diameter. The valve box shall consist of three pieces with a box length to provide for 7.5 feet of cover and able to provide adjustment of at least six inches. I I Gate valves shall be cut tooth steel gears, housed in heavy cast iron extended type grease cases on accepted design. b. Butterfly Valves I Butterfly valves shall meet the requirements of ANSI/ A WW A 504 and shall be designed for 150 psi of working pressure. The valve shall be short body with mechanical joint ends, a non rising stem with "0" ring seal, a two inch square nut and shall open to the right. Butterfly valves shall show on the bonnet or body: I I 1) Open indicating arrow 2) Manufacturer's name 3) Pressure rating 4) Year of manufacture 5) Size I I SPU-ll I 5. All hydrants and all fittings not in the main line shall be tied. All gate valves are to be tied no matter where they are in the system. All mechanical joints shall be restrained with retainer glands. 6. Retainer glands shall be American, Mega-Lug or US Pipe and be designed to withstand pressures shown in Table 9-6 of American Cast Iron Pipe Company's Catalog. 7. Corporation Stops Corporation stops shall be Mueller B-25000, Ford FB600, or accepted equal. The sizes of the inlet thread and the size of the copper service coupling shall be: % inch x 1 inch, 1- 1/4 inch x 1-1/2 inch, and 1-1/2 inch x 2 inch for 1 inch, 1-1/2 inch and 2 inch services respectively. 8. Curb Stop and Box Curb stop shall be Minneapolis pattern for copper service pipe inlet and outlet, of stop design with an inverted key and shall be Mueller H-15l54 Mark II Oriseal or approved equal. The stop box shall be an extension type with stationary rod Minneapolis Pattern. Boxes shall have 6" adjustment with an 8' length when fully extended. Stop boxes shall be Mueller H-10300, ford EM2-75-56M or approved equal. Lids shall be Mueller 89375 or approved equal. 9. Service Saddles Service Saddles shall be Rockwell/Smith Blair, Model 317, or accepted equal. 10. Insulation Insulation shall be equal to DOW Chemical Company STYROFOAM HI brand plastic foam installed in accordance with the manufacturer's recommendation and at a minimum 4" total thickness. 11. Joint Conductivity Conductive gaskets shall be those as manufactured by American Ductile Iron Pipe Company. Copper jumpers shall be a minimum of 1/16"x1l2" wide flat copper strip or annealed round copper wire conforming to ASTM B152, Type DHP. Field application of the copper jumpers shall conform to the Burndy Method as supplied by Burndy Corporation, Norwalk, Connecticut or the Cadeweld Method by Erico Products Co., Cleveland, OH. Silicon bronze nuts and bolts shall be used on all bolted connections. SPU-12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I B. Welded connections shall be made on a clean metal surface, which has been grounded to remove coating and oxide. The area at the connection, including the weld shall be refinished with the original coating or other suitable protective coating. 12. Water Service Pipe All copper tubing used for services shall be new and unused, meeting specification ASTM B-88-47/A WW A C-800-55 for Seamless Copper Water Tube, Type K, soft annealed temper. Construction Requirements 1. Excavating operations shall proceed so far in advance of pipe-laying as will satisfy the needs for coordination of work and permit advance verification of unobstructed line and grade as planned. The amount of open or unfilled trench shall not exceed 500 feet unless ordered by the ENGINEER, and failure to comply with this requirement shall be cause for shutdown of the entire job until such backfilling is accomplished. Where interference with existing structures is possible, or in any way indicated, and where necessary to establish elevation or direction for connections to in-place structures, the excavating shall be done at those locations in advance of the main operation so actual conditions will be exposed in sufficient time to make adjustments without resorting to extra work or unnecessary delay. 2. Class C bedding shall be used to bed the pipe. The pipe shall be placed with ordinary care on earth foundation, shaped to closely fit the width of at least 50% of the pipe breadth. The remainder of the pipe shall be backfilled to a height of 12 inches above the pipe with the material hand shovel-placed and thoroughly tamped in 6" layers to completely fill all the voids around the pipe. 3. All plugs, caps, tees, bends, hydrants, and other thrust points shall be restrained with retainer glands or tie-bars. When tie-bars are used with steel bands around the pipe barrel, only one rod should be attached to each band and the band should be cocked to prevent slippage along the pipe barrel. A band placed behind the bell may be used for two rods. For mechanical joint pipe, tie rods may be threaded through the bolt-holes in the flange and secured by nuts. All rods and bands should be made of corrosion-resistant material or coated to prevent rust or deterioration. All methods of restraint shall be approved by the ENGINEER prior to construction. 4. The bottom of the water main and water services shall be laid at least 18 inches above the top of the sewer. Where this vertical separation cannot be obtained, the sewer shall be constructed of materials and with joints that are equivalent to water main standards of construction and shall be pressure tested to assure water tightness prior to backfilling; or shall have a ten (10) foot horizontal separation. 5. Water mains crossing house sewers, storm sewer, or sanitary sewers shall be laid to provide a separation of at least 18 inches between the bottom of the water main and the top of the sewer. When local conditions prevent a vertical separation as described, the following construction shall be used: SPU-13 a. Sewers passing less than 18 inches above or below water mains shall be constructed of materials equal to water main standards of construction. I b. In addition, sewers passing over water mains shall be protected by providing: I I 1) a vertical separation of at least 18 inches between the bottom of the sewer and the top of the water main, 2) I adequate structural support for the sewers to prevent excessive deflection of joints and settling on and breaking the water mains. c. Backfilling and Trench Compaction I All backfilling and trench compaction requirements are identical to the requirements as previously stated under Paragraph 3. Sanitary Sewer and Storm Sewer Item C. Backfilling and Trench Compaction. I D. Testing I 1. Pressure and Leakage Tests i. Upon completion of water main, hydrants and serVIces. I 11. May be conducted at the same time. 111. Maximum amount of leakage to be one half the volume allowed by ANSV A WW A c-600 in accordance with the following: I L=SD(P)1/2 266,400 2. Electrical Conductivity Test. I 3. Disinfection (ANSI! A WW A C-651) I E. Method of Measurement and Payment 1. I PVC pipe shall be paid for at the Contract Unit Price per lineal foot for each diameter of pipe installed and shall include the cost of furnishing the pipe, rubber gasket, joints, and other material and of delivering, handling, laying, trenching, backfilling, compacting, testing, disinfecting, and all material or work necessary to install the pipe complete, in place, at all depths. The length of pipe for which payment is made shall be the actual overall length measured I along the axis of the pipe, without regard to intervening valves or fittings. I 2. I Ductile Iron fittings and specials will be paid for at the Contract Unit Price per pound for the standard weight of the fitting and specials installed, on the basis of body weight only. All joints, restraints, nuts, bolts, and tie bars shall be incidental with no direct compensation thereto. I 3. Plugs will be paid by the each and shall include all material, equipment and labor to install the plug in a permanent position. I SPU-14 I I I I I I I I I I I I I I I I I I I I I 4. Hydrants will be paid for at the Contract Unit Price per hydrant installed complete with drainage pit, gravel, concrete base, and bracing. The unit price for the hydrant does include the auxiliary hydrant valve. 5. Valves and boxes (including extensions) will be paid for at the Contract Unit Price bid for each size valve and box furnished and installed complete. 6. Material used for stabilizing trench to assure firm foundation for pipe shall be paid for at the Contract Unit Price per ton in place. No foundation material will be paid for that is installed without the knowledge or consent of the ENGINEER nor will payment be made for rock installed only for de-watering purposes. Payment shall include cost of excavation and placement. 7. Copper water service pipe will be paid for at the Contract Unit Price per lineal foot, for each diameter of pipe furnished, measured from the centerline of the pipe to the centerline of the curb box. The unit price shall include all pipe fittings, laying, excavation, backfilling, compacting and testing. 8. Corporation stops will be paid for at the Contract Unit Price per each, this includes all city fees and cost of coordination. 9. Curb stops, boxes and extensions will be paid for at the Contract Unit Price per each size furnished and installed and shall include the necessary fill when required. 10. Unless otherwise stated, cut-ins or connections to existing mains will be paid for at the Contract Unit Price per each cut-in or connection, and the unit price will include all fittings, materials, equipment, and labor necessary to make said installation. 11. Steel casing pipe shall be measured by the lineal foot of pipe actually jacked. This shall include all costs for equipment, materials, and labor for providing the jacking pit, de-watering, excavation, steel casing, sand fill, and backfilling the jacking pit to the specified density. 12. Items to be salvaged shall be paid for by the each for each item or group of items as stated in the proposal form or as shown in the plans. 13. The cost of all material and labor required to complete this project as specified and shown on the plans, but not specifically included as a pay item, shall be merged with the various Contract Unit Prices bid. SPU-15 I I I I I I I I I I I I I I I I I I I SPECIAL PROVISIONS TO THE STANDARD HIGHWAY SPECIFICATIONS SCOPE OF WORK This Contract shall consist of the furnishing of all labor, equipment and all else necessary to complete the project in accordance with the plans and specifications. The work shall include, but not be limited to: sub grade preparation, aggregate base, curb and gutter, paving, and restoration, together with all appurtenant items in the proposed Towne Lakes 2nd Addition, located in Albertville, Minnesota. Unless otherwise noted or modified herein, all sections of the General Conditions shall apply. 1. SPECIFICATIONS WHICH APPLY Specifications which apply to construction of street work as shown in the plans shall be Division II (Construction Details) and Division III (Materials) of the "Standard Specification for Highway Construction", Minnesota Department of Transportation, September 5, 2000 and current revisions, and the City of Albertville Standard Specifications, to the extent that they are modified by these special prOVlSlOns. 2. STAKING Staking for parking areas and streets provided by the ENGINEER shall be as follows: Street Centerline (1 set) 50' centers (after utility construction) for sub grade verification Curb and Gutter (1 set) Alignment and grade stakes 3' offset (or as appropriate) 25' center, plus additional stakes at curb returns Driveway cuts as needed for construction WPS will require the CONTRACTOR to have a minimum of 1 days work available on all survey requests. 3. PROTECTION AND ADWSTMENT OF EXISTING UTILITY CASTINGS The CONTRACTOR shall be responsible for the protection of and damage to all utilities including, but not limited to public gas mains, telephone lines, electric power lines, cable television, water valve boxes, manholes and catch basins. He shall also be responsible for cleaning, repairing or replacement of same if damaged in this phase of construction. 4. BARRIERS The CONTRACTOR shall furnish and place sufficient barricades and warning lights at the terminals of all construction to prevent use of the right- of-way during construction operations, except that access to private development shall be maintained. 5. MAINTENANCE OF TRAFFIC SPH-I Sufficient flagmen and warning signs shall be employed on streets which abut the project area to warn and control traffic during all hauling and construction activity. The CONTRACTOR shall maintain all roadways either on or off the project area which are used for haul roads. Such maintenance shall consist of blading and dust control determined necessary by the ENGINEER in order to keep the roads suitable for automobile traffic and to control dust. Beginning on a date as established by written notification to the CONTRACTOR from the ENGINEER, said date to be on or after the formal execution of the contract, the CONTRACTOR shall be responsible for all maintenance of streets and roads that are a part of this contract. This maintenance responsibility shall include whatever work is necessary to keep the streets in a condition suitable for local access traffic, and shall generally consist of periodic blading and dust control procedures until surfacing has been completed. 6. MISCELLANEOUS REMOVALS AND REPLACEMENT The temporary removal, storage and replacement of street signs, traffic control signs, mailboxes, fences, and miscellaneous items shall be performed by the CONTRACTOR and they shall be considered incidental to the project as a whole, with no direct payment therefore. 7 . EXCAVATION AND EMBANKMENT (2105) All rough grading will be completed under a separate contract and will not be a part of this work. Excavation for the installation of pipe and the preparation of curb and gutter is considered incidental to the unit item as bid. 8. SUB GRADE PREPARATION Subgrade preparation shall include the work necessary to prepare the subgrade material for the laying of base material and grading for curb and gutter construction. This work will include grade variation corrections of up to 4 inches plus or minus. It shall also include scarifying; disc drying or applying water to obtain a sub grade compacted to a minimum of 100% of standard proctor dry density. The basis of payment for this work shall be by the Contract Unit Price per square yard and shall be measured to 0.5 feet behind the back of curb. Should the only work performed include getting the street to grade without any drying effort, (scarifying and disk drying), payment for this item will be based on 50% of the Contract Unit Price per square yard as listed above. Equipment at hourly rate items as shown in the bid proposal shall be paid only as authorized by the ENGINEER for subgrade correction and grading work required beyond the scope of subgrade preparation as specified above. The CONTRACTOR shall notify the ENGINEER and receive notice to proceed prior to making any claim for such work. 9. TEST ROLLING Prior to placement of the aggregate base, the OWNER will require the completion of a test roll on the street subgrade. The CONTRACTOR shall provide a loaded tandem axle truck with a minimum gross weight of 25 tons. The CONTRACTOR shall provide a weight ticket for the test roll vehicle to the ENGINEER during the test roll. The test rolling shall be at the direction of the ENGINEER and in the presence of the Soils ENGINEER. The OWNER may require test rolling of the aggregate base, once the base section has been constructed. Test rolling (including all repairs to unstable sections and retesting) will be considered to be incidental work and no direct compensation will be made therefore. SPH-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I The utility CONTRACTOR will be required to use every means available to provide a stable subgrade prior to the placement of Class 5 aggregate. The CONTRACTOR may be required to work material with a blade and disc below the upper 12" of subgrade material (as required under Subgrade Preparation) to a point 3'-0" below subgrade elevation to ensure a stable subgrade. This work shall be paid for at the equipment hourly rates as provided in the contract, but in no means shall be used unless specifically directed by the ENGINEER. 10. 3" MINUS CRUSHED QUARRY ROCK STABILIZING AGGREGATE When authorized by the ENGINEER, the CONTRACTOR shall complete sub grade correction with the placement of 3" minus crushed quarry rock stabilizing aggregate. 3" minus crushed quarry rock stabilizing aggregate will be used to stabilize subgrade areas which fail the test rolling procedure, but only after the CONTRACTOR has completed subgrade preparation work, inclusive of scarifying, disc drying and recompacting ofthe upper 12 inches of the subgrade to a minimum of 100% of standard proctor dry density to the satisfaction of the engineer. The basis of measurement and payment for this work shall be by the Contract Unit Price per ton, based upon scale receipts furnished to the ENGINEER. Payment for 3" minus crushed quarry rock stabilizing aggregate shall include the excavation and proper disposal of the failing subgrade material and all materials, labor and equipment required to place the stabilizing aggregate. Only material authorized by the ENGINEER shall be paid for and the CONTRACTOR must agree in writing with the ENGINEER or his representative prior to the work being performed. 11. AGGREGATE BASE (2211) Class 5 (100% crushed gravel) aggregate base shall be constructed to the depth shown on the plans and in accordance with Section 2211. Compaction shall be by the Specified Density Method and shall conform to the requirements of Section 2211. Measurement and Payment shall be by the Contract Unit Price per square yard of the minimum depth specified and shall be computed on the basis of planned dimensions using base area measured to 0.5 feet behind the back of curb. Any requests by the ENGINEER for different lift thickness not included in the proposal shall be prorated using 110 pounds per square yard of area per inch of thickness from the thinnest lift described in the Contract. Shaping and compacting the aggregate base shall be incidental to the cost of the aggregate. I 12. PLANT-MIXED BITUMINOUS BASE COURSE (2331) Type 31 (B) The plant-mixed bituminous pavement shall be constructed in accordance with the provisions of 2331, except as modified as follows: I I I I I The bituminous material for mixture shall be Performance Grade Binder PG 58-28. The CONTRACTOR shall furnish the ENGINEER the mix design prior to placing any pavement. Compaction shall be obtained by the Ordinary Compaction Method. The bituminous material required as specified in 2331.3C2a shall be considered an incidental expense and no direct compensation will be made therefore. SPH-3 Recycled, Type 32 mixtures may not be substituted for Type 31 mixtures. Measurement and payment shall be by the Contract Unit Price per square yard in place to the minimum compacted thickness specified and shall include the bituminous material for mixture. 13. PLANT-MIXED BITUMINOUS WEAR COURSE (2331) Type 41 (A) The plant-mixed bituminous surface shall be constructed in accordance with the Provisions of 2331, except as modified as follows: The bituminous material for mixture shall be Performance Grade Binder PG 58-28 for wearing course mixture. The percent by weight of bituminous material shall be as determined by Mn/DOT design formula for all wearing course mixtures. The CONTRACTOR shall furnish the ENGINEER the mix design prior to placing any pavement. Compaction shall be obtained by the Ordinary Compaction Method. The bituminous material required as specified in paragraph 9 of 2331.3C2a shall be considered an incidental expense and no direct compensation will be made therefore. Recycled, Type 42 mixtures may not be substituted for Type 41 mixtures. Measurement and payment shall be by the Contract Unit Price per square yard in place to the minimum compacted thickness specified for each course and shall include the bituminous material for mixture. 14. BITUMINOUS TACK COAT (2357) Bituminous Tack Coat shall be used between all courses of bituminous pavement constructed by the CONTRACTOR. Tack material shall be RC 250 or RC 70. Payment for bituminous tack coat shall be by the Contract Unit Price per gallon applied at a rate of 0.05 gallons per yard of pavement. 15. ADJUST MANHOLES, CATCH BASINS, and GATE Y AL YES Manholes and gate valves adjustments shall be in accordance with the provisions of MN/DOT 2506 except as modified below: The CONTRACTOR shall adjust all manhole and gate valve castings to 0.5 inches below bituminous base grade to provide interim access to all structures for the first season. Final adjustment shall be made to 0.5 inches below finished pavement grade prior to paving the final wear course. Measurement and payment of adjustments shall by the Contract Unit Price per each manhole or gate valve casting adjusted, as provided on the proposal, only after the final adjustment. Upon request, the ENGINEER may pay 1/2 the contract amount after the first raising. The turning of Mexican hats, cones or slabs to align with curb and gutter, if necessary, shall be incidental to the contract. 16. CONCRETE SIDEWALK (2521) This work shall be done in accordance with Mn/DOT 2521. The sidewalk shall be of the dimensions and at the location shown on the plans. This shall include all labor, material and equipment necessary to rough grade; place the granular base; place, finish and cure the concrete and backfill along the edges of SPH -4 I I I I I I I I I I I I I I I I I I I I the sidewalk. . Edges of the sidewalk are to be backfilled within five (5) working days of the trail placement. Payment will be at the Contract Unit Price per square foot of sidewalk measured in place. I I 17. BITUMINOUS TRAIL Bituminous trail shall be constructed at the location shown on the plans or as directed by the ENGINEER. Work under this pay item will include grading; aggregate base (conforming with Mn/DOT 2211); bituminous pavement (conforming to Mn/DOT 2331) and backfilling of the trail edges. The bituminous mixture shall be a Type 41 A mixture. Edges of the trail are to be backfilled within five (5) working days of the trail placement. Payment will be at the contract unit price for Bituminous Trail as measured by the lineal foot that includes a 6" Class 5 aggregate base. I I 18. PEDESTRIAN RAMPS Pedestrian ramps shall place at the location and be of the dimensions shown on the plan. Payment for pedestrian ramps shall be by the each and shall include all labor, material and equipment necessary to rough grade; place the granular base; place, finish and cure the concrete. I 19. CONCRETE CURB AND GUTTER (2531) I I I I Concrete curb and gutter shall be constructed in accordance with the provisions of 2531 except as modified herein: Concrete curb and gutter type shall be as noted on the plans. Plates for forming contraction joints shall extend not less than two inches or more than three inches below the surface of the concrete. Full depth plates will not be permitted on this job. Place expansion joints at intervals of 120 feet and at the ends of all street returns. Joint sealing as specified in Mn/DOT 2531.3H will not be required. I Cure concrete using the membrane method. Apply membrane to all exposed surfaces, including formed surfaces. Apply membrane in two lateral directions at the rate of one gallon per 150 square feet. Apply membrane to the back of curb and face of gutter as soon as forms are stripped, or after final brushing. The compound must contain a fugitive dye. A double layer of polyethylene with insulation between the layers will be required if the freezing weather is expected within 5 days of the pour. I I I I Excavation and grading for curb construction shall be incidental to curb and gutter. Project cleanup shall include backfill to back of curb and fine grading of all disturbed areas. The cost of this work is to be incidental to the price bid per foot of curb and gutter. Partial payment will not be made on curb and gutter until backfilling is completed. Measurement and payment shall be by the Contract Unit Price per lineal foot of each type of curb and gutter constructed and shall include the B618 used as radii and dropping back of the curb for pedestrian ramps. I The CONTRACTOR shall submit a current test from an approved testing laboratory indicating that the materials of the concrete supplier meet the requirement of the Mn/DOT Specifications. 20. INSTALL TRAFFIC BARRICADES I I I SPH-5 Traffic Barricades shall be at the location shown on the plans. Payment will be at the Contract Unit Price for each installation and will include all labor, equipment and material necessary for a complete installation. 21. STREET CLEANING FOR WEAR COURSE INSTALLATION Payment for street cleaning shall be paid for at the Contract Unit Price per lump sum and shall include all equipment, labor and material costs incurred to properly clean the base course prior to the installation of the wear course. 22. PATCHING PRIOR TO INSTALLATION OF BITUMINOUS WEAR COURSE Prior to the installation of Bituminous Wear Course all areas of failed bituminous base, aggregate base and settlements shall be repaired by the CONTRACTOR. Settlements (if they do not show bituminous or aggregate base failure) shall be repaired by the addition of a leveling patch of bituminous base material or by removing bituminous base, adding compacted aggregate base and reinstalling the required bituminous base. Patching of settlements shall be the responsibility of the CONTRACTOR and no extra compensation will be allowed therefore. Areas which show evidence of bituminous base failure or bituminous base and aggregate base failure shall be repaired by the removal of the failed bituminous base or bituminous base and aggregate base. All such patch areas shall have square cut edges in the bituminous base. The removed materials shall be disposed of off site at a disposal site of the CONTRACTOR's choice. The cost of bituminous base or bituminous base and aggregate base repair shall be borne by the CONTRACTOR except in those areas as designated by the ENGINEER to have been caused by use exceeding normal wear and tear and use beyond the control of the CONTRACTOR. Payment for such ENGINEER authorized exceptional bituminous base or bituminous base and aggregate base repair shall be by the Contract Unit Price per square yard and shall be payment in full for all costs of labor, materials, equipment and all else necessary to remove, dispose of removed materials off site, and replace and compact the required thickness of bituminous base or bituminous and aggregate base including any necessary edge tacking material. 23. UTILITY CROSSINGS Payment for utility crossings shall be at the Contract Unit Price for each crossing and shall include the excavation for conduit placement and the backfilling of the trench after conduit placement. Trench compaction shall meet the requirements of the Subgrade Preparation specifications in this document. It will be the responsibility of the CONTRACTOR to coordinate the conduit installation with the utility company. 24. IRRIGATION CROSSINGS I I I I I I I I I I I I I I Payment for irrigation crossings shall be at the Contract Unit Price for each crossing and shall include the I excavation for conduit placement and the backfilling of the trench after conduit placement. Trench compaction shall meet the requirements of the Subgrade Preparation specifications in this document. It will be the responsibility of the CONTRACTOR to coordinate the conduit installation with the utility I company. SPH-6 I I I I I I I I I I I I I I I I I I I I I I -ij);=; l.Li '--' --1" - N LL 0 71" In o STo-1 c=:; STo-2 ~ STo-3 > STo-"1 ::::' STo-5 STo-5 STo-7 STo-8 STo-9 STo-10 S T 0-1 1 STo-12 STo-13 STo-14 STo-15 STP-1 STR-2o STR-2b STR-3 S TR--"1 STR-5 STR-6 STR-7 SH<-8 STR-C) STR-l0 STR-l1 STF~-12 STR-13 STR--14 STR-1S STR-15 SUR-l SUR-Z SUR-3 SECTION 4 - STORM SEWER STORM SEWER MANHOLE STORM SEWER JUNCTION MANHOLE STORM SEWER JUNCTION MANHOLE WI REINF TOP SLAB TYPE I I CArCH BASIN MANHOLE TYRE II CATCH Bl\SIN DOUBLE CATCH BASIN - TYPE I I CBMH WITH TYPE II CB DOUBLE TYPE II CATCH BASIN FLARED END SECTION AND TRASH GUARD RIPRAP AT OUTLETS SURGE BASIN ENERGY DISSIPATOR AND TRASH GUARD PVC PERFORATED PIPE MANHOLE SIZING CHART PRECAST CONCRETE HEADwALL FOR SUBSURFACE DRAINS SUMP PUMP DISCHARGE REOUIREMENTS SECTION 5 - STREETS CURB AND GUTTER RESIDENTIAL DRIVEWAY WITH SIDEWALK RESIDENTIAL DRIVEWAY OR ALLEY SECTION COMMERCIAL DRIVEWAY SECTION B618 CURB AND GUTTER CONSTRUCTION AT CATCH BASIN SURMOUNTABLE CURB AND GUTTER CoNST. AT CATCH BASIN TYPICAL SECTIONS FOR RESIDENTIAL STREETS - RURAL TYPICAL SECTIONS FOR RESIDENTIAL STREETS - URBAN TYPICAL SECTION FOR COMMERCIAL - INDUSTRIAL.9 TON CUL DE-SAC LAYOUT TYRICAL RLACEMENT AND SECTIONS FOR WALKS AND TRAILS ON ROAD TRAILS MANHOLE AND GATE VALVE ADJUSTMENT TYPICAL SECTION WITH POOR SOILS FOR RESIDENTIAL STREETS-URBAN SECTION TYPICAL SECTION & STANDARDS FOR PARKING LOTS CONCRETE MEDIAN NOSE PEDESTRIAN CURB RAMP SECTION 6 - SURVEY SAMPLE CERTIFICATE OF SURVEY - CROSS DRAINAGE SAMPLE CERTIFICATE OF SURVEY - REAR TO FRONT DRAINAGE SAMPLE CERTIFICATE OF SURVEY - BUILDING AS HIGH POINT STANDARD ALBERTVILLE, DETAILS INDEX MINNESOTA GEN-2 <A W _J 0 LL 0 ,4 "- N ~ "- "7 0 .. 0 W Lf) - > W D:: Z :2 ~'-cr- . I' 8/-0" 4'--0" g , o I lJ) I I/{XS" GALVA.NIZED I BOLTS WITH CUT WASHERS (CARRIAGE. HEX. OR SQ.) I 2'j ~ , -II I I I I I I I I I I I I I I I ~~ ~J NOf-.11 NAL l"XS"XS'-O" ___ rEX1ST GROOND\ z :2 0) I N L ,TREATED WOOD POSTS Lj"XLj"X8'-0" ~ NOTE: THE BARRICADE BOARD FACE SURFACES SHALL BE FULLY REFLECTORIZED IN ALTERNATE SILVER-WHITE AND RED STRIPING. USING A REFLECTIVE SHEETING CONFORMING TO THE REQUIREMENTS OF SPEC 335.2A20. STANDARD NO 1. PRIOR TO INSTALLING THE REFLECTIVE SHEETING, THE BARRICADE BOARDS SHALL BE GIVEN A COMPLETE COATING OF WHITE WOOD PRIMER PAINT CONFORMING TO SPEC 3513, FOLLOWED BY A SECOND COAT OF WHITE GUARD RAIL PAINT CONFORMING TO SPEC 3533 APPLIED ONLY TO THE SURFACES NOT COVERED WITH REFLECTIVE SHEETING. THE BARRICADE BOARDS SHALL BE COMPLETELY PAINTED AND REFLECTORIZED SHEETING APPLIED BEFORE BEING INSTALLED ON THE POSTS. THE PLACEMENT OF THE BARRICADE SHALL BE 10'-0" FROM THE END OF THE BITUMINOUS ROAD WITH THE BARRICADE CENTERED ON THE ROADWAY FACING THE FLOW OF TRAFFIC. PERMANENT ALBERTVILLE, BARRICADE MINNESOTA GEN-4 I I I I I I I I I I I ("i W .~J ~ lL 0 "" " e- N BJI 0 w " lJl blJ l1J 0 ee LL ~ .. 0 (.if lL 0 w 0 VJ .- --,. LL 5- > 0 W W D:: 0 0 Z i::)J 0 <[ Z ~----~--- <[ VI ee Z LLJ ~ :5: I ---~--~______u____~~_! J CC w W VI Z :s: :;:J w >- <[ VI ee ::2 <[ ~ f- ee ~ CC W 0 7 ~ ~ <[ <[ Vi VI :s: 6 'I CURB ( T Y P ] C A L ) _ (_ - -- - ~==:~ \ ~/ MH IB~ N~~trO~[;~~;~~~-a-~~: lOT J_O_ _C_Q~FJ=--,I CT ! . / HYDRANT I LOCATIONS. : I : I I I : I I I : I I I CBMH 10/ o 32/ BAC~ TO BACK I q; !~ R/W 60/ ') HIDRA~~T @ 51 F~OM BACK OF CyRB. TYPICAL HYDRANT I SFPACING = 3501. I p . I _:9 ~ - - - - - - - - - - - , ~ iO , .,- I ~ --- --- ------ - - ------- ----- C ~-G o z VI ~ Vi o ee =:J U 0 Z >- 0 ~ U ~..J Z _ CL '--0 >- f--~ ~ =:J CB o f- W 20' RADIUS (TYPICAL) (--- ---~- ---~--------~~-- :STREET LIGHT 3' !TO 5' BACK OF iCURB 1----------- I I I I I : J 0 I NT : TRENCH I @ 6' TO 8' 6 '1 : FRO M B A C K I : OF CURB. I I .! R/W TYPICAL UTILITY LOCATIONS (PUBLIC & PRIVATE) ALBERTVILLE, MINNESOTA GEN-5 '" Ld __J ,--- ~ 0 {8 "" ~ UT I L I TY PEDEST !\L~ 8, L I GHT~~\ is POLES [\JOT TO BE LOCf-\TED .. O~J SAME PRCJPERTY LINE AS ~ HYDRANTS If) > w CL I I I ICURB STOP PLACED I AT EASEMENT LINE I RIGHT OF WAY I ---_-------- _J UTIL. LINES . <J. <l.~ . .. <J. <l .~. <J . <l.~ . <J <l.~.. <J. <l.~. <J <l .~ . lJ . lJ 0 . a . 0 . . '(] . 0 . '0-. q . Q . '0.. '<(J . 0 _ '0-- '" . a . '0.- '" . 0 . .0.. "'(] . 0 . '0.. ~ 51 SIDEWALK y~ W<E-TREE ~ I LIGHT POLE 31 TO/ 51 BACK OF CURB CURB (TYPICAL) TREE UTIL. LINES -t 101 ~ ------------, DRAINAGE 8. UTILITY~ I EASEMENT I I PROPERTY LINE/ ROW I I I I I L_~_ I I I JOINT TRENCH I WITHHJ UTILITY EASEMENT. MAY VARY WITH CONC. I SIDEWALK PLACEMENT. ------1---- 10' I I JNES___l~j I ~__=1 <J . <l.~ .. <l .~ . . <J <l .~ .. <J <l . 0 t .. I I I I I I I I I I I I I ru~ PROPE RTY L I ~JE I / !/ II I I I I I I I I I DRAINAGE 8. UTILITY EASElv1ENT <J <l~. . 0 . "(l' 0 .'O.~' 0 . 0 O\;~,; ~V:iLSo , J HYDRANT @ 51 FROM ~u~ BACK OF CURB OPPOSITE WALK JOINT TRENCH @ 61 TO 101 FROM BACK OF CURB UTIL. LINES- . CURB STOP PLACEDJ AT ROW ,--------------- I I I TYPICAL RESIDENTIAL UTILITY LOCATION WITH SIDEWALK ALBERTVILLE, MINNESOTA GEN~5 I I I I I I I I I I I I I I I I I I I '" w =' 0 lc 0 '" " N ilBeil DENOTES OUTSIDE DIAMETER OF PIPE Be ~ " 'T o .. o w l/) > w cr: LOAD FA,CTOR 2.3 CLASS A CONCRETE BACKFILL TO 0.5 OF OUTSIDE DIAMETER WITH SHAPED BEDDING. . BelLI BUT LESSI T H A ~,J b // . IIBell DENOTES OUTSIDE DIAMETER OF PIPE COMPACTED f3ACKFILL COARSE FIL TER 511 " ~Fl-COMPACTED ,',', _~ BACKFILL [- l~_ ,_~_ 11 11- LOAD FACTOR 1.5 CLASS C-1 HAND SHAPED FROM FIRM UNDISTURBED SOIL. O.5Be-- ItBe/f DENOTES OUTS I DE Be+12 fl DIAMETER OF PIPE MIN Be/4 BUT LESS THAN 5 II ItBelt DENOTES OUTSIDE DIAMETER OF PIPE COMPACTED BACKFILL COARSE FILTER AGG MNDOT SPEC 3149H MOD O. 5Be~ - Be+12/1 MIN LOAD FACTOR1.5 CLASS C-2 HAND SHAPED FROM ANGULAR BEDDING MATERIAL BEDOING METHODS FOR RCP OR OIP ALBERTVILLE, MINNESOTA GEN-7 {q w =' 0 LL 0 '"' " N ~ " 'T o .. D W If) > W cr 511 Bc+12! MIN COMPACTED BACKFll~L GRANULAR BORROW MNDOT SPEC 31L19A MOD IIBcl! DENOTES OUTSIDE DIAMETER OF PIPE PIPE FOUNDATION & BEDDING IN GOOD SOILS 611 611 PAY DEPTH INCREMENTS (TYP) COMPACTED BACKFILL COARSE FILTER AGGR. MNDOT SPEC 31L19H MOD FOUNDATION IIBcll DENOTES OUTSIDE DIAMETER OF PIPE PIPE FOUNDATION & BEDDING IN POOR SOILS I I I I I I I I I I I I I I I I I I I BEDDING METHODS FOR PVC ALBERTVILLE, MINNESOTA GEN-8 I {ff lLl =3 0 LL 0 -f!7 "-. N I ~ " '7 0 .. 0 I w lfJ - > tv cr I I I I I I I I I I I I I I I I ~iti~~c. 4' I~ ..-] =\ 1 ' ~~- \T 57 CY/ACRE , ox .<( o Ul2 /' SECTION LENGTH (H~ FEET) EOUAL TO /,/<:I~L;'DRA I NM;[ AR[A II N ACR[',) -~ // // I 1 TO 2 INCH WASHED GRAVEL~ GRAVEL OUTLET TEMPORARY SEDIMENT TRAP ALBERTVILLE, MINNESOTA GEN-11 I t9 W --1 c- ~ C; '" " N 0 I " lJ1 0 .. 0 w I V) ~ > W 0:: I I I I I I I I I I I I I I I I //HARD SURFACE PUBLIC ROAD ~ ~ so' MINIMUM 1" - 2" WASHED 6" MINIMUM SUBCUT EXISTING MATERIAL 6" POOR MATERIAL SUBCUT l' MIN. ~ ~. ~ .~ -~~ ~_. ~[AS REOUIRED TEMPORARY ROCK CONSTRUCTION ENTRANCE ALBERTVILLE, MINNESOTA GEN-13 LLl =' 0 LL 0 iil '- N ~ '- 'T o .. CO lL! ef) DITCH TO CARRY WASH WATER TO SEDIMENT BASIN OR TRAP ~.-------/ > LLl 0:: WASH RACK ROCK CONSTRUCTION ENTRANCE PER GEN-13 I I I I I I I I I I I I I I I I I I I REINFORCED CONCRETE WASH RACK (WASH RACK MATERIAL MAY ALSO BE ALUMINUM OR OTHER MATERIAL) WASH RACK ALBERTVILLE, MINNESOTA GEN-14 I fFi lLl =' 0 LL 0 fFi " N I ~ " "0" 0 .. 0 I uJ [/) ~ > uJ 0:: I I I I VAR I I I I I I I I I I I I CAP BLOCK CONCRETE MODULAR BLOCK _M~ PIN - GRANULAR BACKFILL ( ~~NDOT 31<19.2B) AGGREGATE FOOTING ( MNDOT 31<19.2H) RETAINING WALL ALBERTVILLE, MINNESOTA GEN-15 L~ uJ ~ LL 0 '"' "- N 0 "- Ul 0 .. 0 LLl VO ~- > ld 0:: I~-~ L[ I I I I I MAILBOX BY OTHERS I NEWSPAPER BOX BY OTHERS I I I I 9 I I I I I I I MA I L BOX SUPPORT I ALBERTVILLE, MINNESOTA I CEDi\R OR RE DWOOD 2X5 \ ~ 55}; -- E () --\\-- E () ----~- E 0 ~-u-~_'r: ... - -~X~ REDWOOD POST 2- L1X~ CEDAR OR REDWOOD SPACERS Co') .. _L BACK or CliRB PLAN i\ A-A MAILBOX CAN~mT EXTEND BEYOND r THE BACK OF CURB T~V I I I I I I I I I I I I I I I I ts ELEVAT10N LJ II B AL L lJ _ \ ... RfDWiJDD 2X6 55}; - o lJ) N 'T LJXLJ REDWOOD POSTS ~~UflERLINE OR r.D~E OF BIT CLUSTER DESIGN STANDARDS I I A. MINIMUM OF 2 BOXES PER STANDARDS B. MAXIMUM OF 8 BOXES PER STA~D4RDS C. NO SUPPORTS ON RADIUS OF AICWL-DE-SAC. D. SUPPORTS MUST BE A MINIMUM: O~ 50 FT FROM INTERSECTION RIGHT OFIW~Y, E. NO SUPPORTS TO BE LOCATED ONITHE SAME LOT LINE AS A HYDRANT. I I EXACT LOCATION OF SUPPORT TO BE Dt~~ BY DEVELOPER. VERTIFY THAT DIMENSIONS ARE ACCEPTABLE TO THE LOCAL POSTAL AUTHORITY. 3. ALL DESIGNS MUST BE APPROVED BY CITY ENGINEER PRIOR TO INSTALLATION. I I I I I I 1 . I I I I I I I I I I I '--' 2. A GEN-16 r-- I 0 ~ "- If) N o I ~ o I ~ cr: I I I I I I I I I I I I I I I I 1----- ~ I t- ------------------ --- - - - ---- --------------- - -- -- -------- -- - -----~-- I I I I I I , i I OJ ~ / S I L!T FEN C E ~ / SEE! PLATE GEi\J-10 I ~-~ Z~ HOUSE UNDER CO~~S TRUCT I ON ~ MAINTAIN A 15/ RADIUS WITH SILT FENCE AROUND HYDRAi\JTS. 2~1 MAXIMUM WIDTH ROCK CONSTRUCTION ENTRANCE SEE PLATE GEN-13 - . - - ~ - - - ~ ~ - . . .----. . SIDEWALK OR TRAIL CURB I . . . RESIDENTIAL CONSTRUCTION EROSION CONTROL STANDARDS ALBERTVILLE, MINNESOTA GEN-17 'FI W -1 lL 0 ;r; " N o " Ln o - . ------=0 - - -- - - ___ _. _ ~ _ __ __ _ _ __ f-- S] L1F E NCE~ l !I o w If) > LLl 0:: !SOD I * OR SEED Its :z IW , LL If- , --' len J [\JTER J OR LOT ~ -r~ ~ + w]w w ~ w ~ w ~~~ - --..r- - --0/ - --..v - -'_j/ - --..v ~ -w - --r - --;:s:; - -...J/ - ~ - -~ ~ ~ ~ ~ ~ ~ ~ ~ ~ DRJVEWAY I ~ ~ HOUSE ~ ~ ~ ~ "-' ~ I~ ~ ~ ~ ~ v ~ ~ ~ '" ~ '" '" ~ ~ ~ '" '" !~ '" '" !~ '" w !-v "j ~ ~ ,"" "" 30' "" "" "" "" "" '" "" "" "" '" "" "" "" ~ '" "" -..v >.V w W "" "" "" "" "" "" ~ "" "" "" "" "i W 1+ + "i "" "" "" ~ "" "" '" ~ SOD '" ~ "" ~ '" ~ "" __S ]_~T~_ ~EN~E__ __ _w_ _ _~~ _ _w_ __w__ w__ ~__w__w__w__w__ ~___ -"'--'1 ~--~~-=--~~----- 1 '; [[ T FE NC E I : SCJD OR I : LtJ ~u Z Ild LL If- --' IU; -t'-",- '" ~ "" '" "" -+ 151 '" v "" '" "" '" ~ ~ ~ ~ ~ + ~ w + ~ w w ~ w w CURB v '" '" CORNER LOT --V- -.'W- -w- --J.-- -w- -~- -~- ---.v- -w- --w- -~~ -'.f/- --..r;,- T w + w + w ~ "" '" "" wI'" "" ~V'" W '" '" '"' ,,_ ~ I ~ '" DR I VEWf'I,Y -.l, -1-- + HOUSE + + W + ~ + '" I", '"' '" ! '" w + + + -.J.J. + + 30/ ~ !~ ~ -.J> ~ + + + +!+ + + + + + W + + + + + + i + + + + + W + + + + + + + + ,+ + ~ i ,SOD ~ ~ ~,~ ~ "" ~ "i + + + + + + + + + + + + 1+ --~--~-~-~-~--~-~-~-~-~-~-~-~ + + + + W + + + + + + + + + ~ ~ '" ~ ~ ~ ~ "" "" ~ "" ~ ~ '" ~ "" ~ '" "" -J.- ....v + W '" '" "" '" "" "" '" '" '" "" "" ...J; -.w ...v w -+ '" "" "" '" "" -+ ~ ~ + + ....v + '" ~ '" '" ~ w '" * NOTES: 1. INSTALL 6" OF BLACK DIRT UNDER ALL TURF AREAS. 2. SOD REQUIRED ON SLOPES OF 4:1 OR STEEPER. 3. PERMANENT. UNDERGROUND IRRIGATION REQUIRED TO SEED. 4. PERIMETER SILT FENCE REQUIRED FOR SEED. 5. LANDSCAPE GRADE AROUND HYDRANTS MUST MAINTAIN 2" BELOW TRAFFIC BREAK OFF FLANGE. RESIDENTIAL CONSTRUCTION ESTABLISHMENT REQUIREMENTS ALBERTVILLE, MINNESOTA GEN-18 TURF I I I ~ co 0::: =:J U I I ~ I I I I I co 0::: =:J U I I '" I '" I I I I I I I I I ~MANHOLE STEPS SHALL BE PLACED I SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM SELF-SEALING MANHOLE COVER & FRAME- I NEENAH R-15~2 OR APPROVED EQUAL. lETTERED ilSANITARY SEWERII WITH 2 I CONCEALED PICK HOLES I I I I I I I I I I I I I = W -1 ~ L:: 0 tJ::: ~ N o "- Ln o ~------~~~ CROUT BOTTm/1 OF ~1pNHOLE TO / 7-~~~ D I ~\1v1ETER DF- F) I PE A~J[) SLOPE //~t I t~~\... \ 2" TOWp,RD ! iJVERT 10 ,~\ \ : .-W) I-D t I 1 jD \~. . 1,,0 ~~...,~ ~...:~......-- 1/ 2 GROUT ~SJC w 0:: ~- P L A rJ ~ /~MINIMUM OF 2 MAXIMUM OF ~ CONCRETE ADJUSTMENT RINGS ALLOWED, WITH I INTERNAL MANHOLE CHIMNEY SEAL CAST IRON ADJUSTMENT RINGS ~ SHALL BE USED FOR WEAR COURSE .~ U==O ADl.JlJSTMENT. ?}_/~ d<) .F -, M A ~J H 0 L EST E P S, 1 5 /I 0 N C E hJT E R. A L U M . ~Q - [f~<) 0 F\ COP 0 L Y M E F~ POL Y P LAS TIC S T E P S ~<lo ,,----ALL. JOHJTS IN iv1ANHOLE TO HAVE 110/1 0/ RING RUBBER GASKETS NOTE: ALL CONNECTIONS TO EXISTING MANHOLE WILL BE CORE CUT WITH GASKET, NO JACK HAMMER ALLOWED ~ o 1 /i 11 I "lI ;: I ALL DOG HOUSES SHALL BE GROUTED ON INSIDE WITH MASONRY CEMENT. PORTLAND CEMENT UNACCEPTABLE. COMPACT TO TOP OF MANHOLE STRUCTURE BY JUMPING TAMPER. 'J' :::: MINIMUM SLAB THICKNESS, 51! FOR 1~1 DEPTH. INCREASE THICKNESS 1/1 FOR EACH ~ I OF DEPTH GREATER THAN 1~/, AND REINFORCE WITH 6I!X5" 10/10 MESH 'J' I 5/1 ~ 1_011 r-PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL NOTE: KOR-N-SEAL MANHOLE OR EOUAL CONSIDERED ACCEPTABLE ALTERNATE VI W cr: <1: > . <] '. <1'<)' : . <] " <J :<l' : ' <].' ~<l ' . <], '<J.<l , 0 ' . 0 . 5"_~ SECTION SANITARY SEWER MANHOLE ALBERTVILLE, MINNESOTA SAN-1 I ~? ~- I -- I~ 511 I ~ I ~ I~ I~ I- t " -_~ I I I I uO W --' ~ c;: 0 = " "' N o I 8 I I I I I I 1/_ t' GROUT ~ ~Jr- w n: PLA",j STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM rSELF-SEALING MANHOLE COVER & FRAME- NEENAH R~16~2 OR APPROVED EQUAL. LETTERED IISANITARY SEWERII WITH 2 CONCEALED PICK HOLES ~I~O/l --MINIMUM OF 2 MAXIMUM OF ~ CONCRETE ADJUSTMENT RINGS ALLOWED. WITH INTERNAL MANHOLE CHIMNEY SEAL CAST IRON ADJUSTMENT RINGS SHALL BE USED FOR WEAR COURSE ADJUSTMENT. o -M,I,\NHOLE STEPS. 1611 ON CENTER. ALUM. OR COPOLYMER POLY PLASTIC STEPS ;---ALL JOINTS IN MANHOLE TO HAVE IIO/! RING RUBBER GASKETS NOTE: ALL CONNECTIONS TO EXISTING MANHOLE WILL BE CORE CUT WITH GASKET. NO JACK HAMMER ALLOWED PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL NOTE: KOR~N-SEAL MANHOLE OR EQUAL CONSIDERED ACCEPTABLE ALTERNATE o <1 ,~ , '0 <1<1 <J <J ALL DOG HOUSES SHALL BE GROUTED ON INSIDE WITH MASONRY CEMENT. PORTLAND CEMENT UNACCEPTABLE. COMPACT TO TOP OF MANHOLE ,0' .0' .0' STRUCTURE BY JUMPING TAMPER. .0.. '1 . 0 ..0... '1 . .0. ,0. '1 . MINIMUM SLAB THICKNESS, 6/1 FOR 1 ~ I DEPTH. INCREASE TH I CKNESS 1/1 FOR EACH ~ I OF DEPTH SECTION GREATER THAN 1~/, AND REI N FOR C E W J THE/I X 6 /I 1 0/1 0 ME S H <J . 0 . SANITARY SEWER JUNCTION MANHOLE ALBERTVILLE, MINNESOTA c:, 6 1\1 - ? <4 W --1 ~ C~= 0 f.t: "" N o " LD o -- CO l~J If) > W cr TOP SLAB HS-20 LOAD J NC;-l ~] ::: ':T I V) 511 W 0::: <r > 5"_~ b. l> . ~ ,O_~ o. -"...-" ~ -<c..- D-., ~ : G~ " . ^, .. ,'0 ^, . . " ,. ,'0 " ^, ." .'Q ^, '. " .. -'Q. ^, . .. ^, .. .'0.. ^, .. ."0.. . 4,' . . . " ..-~ ^, '. ,. PLAN RAMNEK OR EOUAL " ^, . . 'G , . a " ". " " . a . ^^ Lj I -0 II 5 I -OIl <1.- 4'4 ~ 0." 44 0-'4,. o' 4~.. 0_' 44... <;1_' 44 .q 44 -r "'.00 .' '. . ^:~ '. :-:: '. :-t. '. >t~". :-t~". >t: ".:.:' . SECTION GROUT BOTTOM OF MAf\JHoLE TO 1/2 o ] AM E "r E R 0 F PIP E /'.\ I'J 0 S LOP E G R 0 U T 21/ rOWAf=?D If\JVERT I I I I "D MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM SELF-SEALING MANHOLE COVER 8, FRAME-I NEENAH R-15Lj2 OR APPROVED EOUAL. LETTERED IISANITARY SEWERII WITH 2 CONCEALED PICK HOLES I I I MINIMUM OF 2 MAXIMUM OF L1 CONCRETE ADJUSTMENT RINGS ALLOWED, WITH INTERNAL MANHOLE CHIMNEY SEAL CAST IRON ADJUSTMENT RINGS SHALL BE USED FOR WEAR COURSE ADJUSTMENT. - tv1 A I,J H 0 L EST E P S, 1 5 lION C E NT E R. A L U tv1. I OR COPOLYtv1ER POLY PLASTIC STEPS ALL JOINTS IN MANHOLE TO HAVE 110// RING RUBBER GASKETS NOTE: ALL CONNECTIONS TO EXISTING MANHOLE WILL BE CORE CUT WITH GASKET, NO JACK HAtv1MER ALLOWED PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL NOTE: KoR-N-SEAL MANHOLE OR EOUAL CONSIDERED ACCEPTABLE ALTERNATE I I I I I I I I I I ALL DOG HOUSES SHALL BE GROUTED ON INSIDE WITH MASONRY CEMENT. PORTLAND CEMENT UNACCEPTABLE. r COtv1PACT TO TOP OF MANHOLE STRUCTURE BY JUMPING TAMPER. MINIMUM SLAB THICKNESS, 5// FOR 1L1/ DEPTH. INCREASE THICKNESS 1/1 FOR EACH Lj/ OF DEPTH GREATER THAN 1Lj/, AND REINFORCE WITH 5//X5// 10/10 MESH SANITARY SEWER JUNCTION MANHOLE WITH REINFORCED TOP SLAB ALBERTVILLE, MINNESOTA SAN-3 I~ -"c =r ]' MIN 11Qr /<~tlt:~c", I I I / ()~/ I ~ " /.'. \ ---.--.--11 ----.J. ;;;/ : : ~ \ : . \ ~ A :. /:[' i // : i \\ \~., :)\ I 1 . 0 ::::::- _ ~ I () . . L---.----- . I I '. ..' I . - - ~ I ! o - " I <1j' . . 'j' I . . ........\'"\ I /of.') . ":' Z / //<>'.') ,\.' '. ~o 10/: /' ~: ....':'.~--r. '~'" ./' "-....... JI II'" ~.I I' -'1 1"-- STEP 11- I: 1(.........., ~ I I I I I I I I I I I I I I I I I I I "P LLl -' - c;: 0 = "- ~, N o "- en o .. o w If) .- > uJ CL N 3 1/ M I [\J FILL WITH 2000 LBS CONCRETE MORTAR AROUND ALL SIDES OF PIPE PLAN -~ DIP LENGTH AS REOUIRED TO BRIDGE BETWEEN DROP SECTION AND VIRGIN SOIL. MEASUREMENT AND PAYMENT SAME AS I DR MA [N I [Nfl _ 'J; IrJ:::[I' ... LJ= - f)lf/EEi4':~ I tlIJIIF --vc . 0 FILL WI 01 C O~JC '1/ MORTAR o AL L ()~ I S I DE S ')OF PIPE '11 FIRMLY COMPACTED BACKFILL NATIVE SOIL \ 'I 7-1/211 RADIUS PRE-CAST HORSESHOE DIP DIP ELBOW POURED CONCRETE BASE TO EXTEND UNDER DROP SECTION (3000 PSI) UNDISTURBED SOIL INVERT OF ELBOW TO BE 2/-31' HIGHER THAN MAIN LINE INVERT 1511 RAD rv1 I [\J A t REPACK WI NON-- SHRINKING MORTAR (NON~ FERROUS) W 0:::: o :2: I O::::f--- 00..'1 W :::: 0 o 1>- , <I: No.. MIN SLJ-\B THICKNESS, 611 FOR 1<"1' DEPTH. INCREASE THICKNESS 111 FOR EACH <"1' OF DEPTH GREATER THAN 1<"1'. AND REINFORCE WITH 6/1X611 10/10 MESH. SANITARY SEWER DROP INLET MANHOLE ALBERTVILLE, MINNESOTA SECT A-A SAN-4 ~ ~ -----------~~-~-~ ~ E C C E ~.J T R I C/"'~:_~~~/\ ' ~ SID E 0 F / /:;~;:~ \ -.-I~ --5-~LJ MAN H 0 I L / /'//;;:? t--~---=--- 8 . ~ 7~~ I( ,> \ '\----- ~ t;c( 0 )0 it.- "1-111 DIA HOLES IN MANHOLE FRAME EVENLY SPACED I I I I /5/811 GAL V AN I ZED BOL T 811 LONG I ---- 3/"111 EYE B 0 L T WI 111 DIA EYE I I I I I ~SELF SEAL II\jG NEENAH ~~-1755G FRAME AND COVER OR EOUAL. I_ETTERED IISANITARY I SEWERII WITH 2 CONCEALED PICK HOLES I I I I I I I I 211 r WASHER'/sIIT 2 II 0 D . 3/411 I D 2 REOI BOLT \ RAMNE K OR EOUIVALENT "----- THREADED INSERT TO A C C E P T A 3/411 DIA BOL T. "1 REO. PLAN VIEW TOP COVER REMOVED ::: r--- J_ - o I "T . 0- . . .-?- . D / ~m:)' ~ ~ MANHOLE CONE REINFORCING TIE DOW~J DETAIL RAMNEK OR EOUIVALENT MANHOLE STEPS, 1611 ON CENTER. COPOLYMER POLY PLASTIC STEPS APPROVED 11011 - RING GASKET "1811 . ~ , . ,-Q ECCENTRIC HEAVY DUTY WATERTIGHT MANHOLE HEAVY DUTY WATERTIGHT CASTING FOR SANITARY SEWER MANHOLE ALBERTVILLE, MINNESOTA SAN-5 I {f, lu _1 ~ L;:: CO tft ~ N CO I '- If) CO -- CO w I Vl - > W cr I I I I I I I 1 I 1 1 1 VALVE REOUIRED EVERY 500' O1'J LATERALS VALVE REOUIRED EVERY 1000' ON TRUNKS VALVE REOUIRED ON EVERY SERVICE BITUMASTIC ANTI-CORROSIVE COATING REOUIRED ON ALL BARE METALS (AEROSOL SPRAY IS NOT ACCEPTABLE) 7.5' MINIMUM COVER REOUIRED OVER TOP OF WATER rv1AIN "MEGALUG" JOINT RESTRAINTS OR ACCEPTED EOUAL REOUIRED FROM VALVE TO TEE {'C7'~~ . (''\rE~ DROP L J 0 ~ TYLER NO 6860 MUELLER NO H-l0361 BIBBY-STE-CROIX NO B-5160 EJ ~ ---~/- ~ ~- TOP TYLER NO 6860-26" /0/', MUEL LER NO H-l 0361 -26" (~~~. BIBBY-STE-CROIX NO VB502-27 I' GRADE '" EXTENSJON TYLER NO 58-14" NO 59-18" NO 60-24" MUELLER NO 58-14" NO 59-20" BIBBY-STE-CROIX VB520 NO 57-9" VB521 NO 58-14" VB522 NO 59-20" VB523 NO 60--26" BOTTOM TYLER NO 6860-65" MUELLER NO H-l0361-65" BIBBY-STE-CROIX NO VB516-60" L\^SE 11/2 CY OF 1-1/2" WITH 2 LAYERS OF lOVER BONNET. 1 I GATE VALVE AND BOX INSTALLATION ALBERTVILLE, MINNESOTA WAT-2 ADJ us T TOP TO I/{ BELOW GRADE. BOX TO BE SET TO PROV I DE 12" OF ADJUSTMENT TYLER NO 6860 MUELLER NO H-l0357 BIBBY-STE-CROJX B-5001, GATE VAL VE BOX, SCREW TYPE. 3 PIECE. 51/4" SHAFT, SIZE G BOX. 7'-6" EXTENDED. ti6 ROUND BASE MAIN) SOL TS. 8/1 CONCRETE BLOCK ~ "HYDf~A-F U,JDER" MARKER WITH ~ EPOXY COATED FLEX SPRING ~ -~ HYDRAJJT SHALL BE W.ATERoUS ~r PACER WB-57-250 WITH THE ~ FOLLOWING SPECIFICATIONS. 8-0' BURY. 16" TRAFFIC BREAK OFF SECTION DUCTILE IRON WEATHER SHIELD #5 NWC (NUT WITH CHAIN) (2) 2-1/2/1 HOSE 8, (1) 4-1/211 STEAMER CONNECTION DOT 40524 EPOXY COATED BASE. MECHANICALLY ATTACHED NOZZLES. UPPER AND LOWER VALVE WASHERS 304 SS BOLTS BELOW GRADE. BRONZE CROSS-ARM. PAINTED RED WITH MARKER. OPEN TO THE LEFT ISOLATION VALVE TO BE RESILIENT WEDGE CONFORMING TO AWWA C509-80 STANDARDS. TIE HYDRANT TO VALVE AND VALVE TO WATER MAHJ WITH /lMEGALUG/I JOINT RESTRAINTS OR ACCEPTED EQUAL. Ll 0 (2!?O 0 00 VOUOQO~8 ",," ~~. 8/1 CONCRETE BLOCK 1-1/2" CY OF 1-1/2/1 ROCK. COVER WITH 2 LAYERS OF POLYETHYLENE "" w =' ~ LL 0 "" " N 0 " Lf) 0 .. 0 w \f) - > w Cl: I'-- co WRAP TRACER W] RE @ BASE OF MARKER. J ::: N N ::: N 31 6" PVC ~~O=t~oo OC2p~ 00 o oUoQ Q EACH HYDRANT TO BE CHECKED FOR OIL (8, FILLED AS NECESSARY) FINE GRADE AROUND HYDRANTS AFTER CURB AND LEAVE VALVE BOX CgVE lS 2" Bf LOW GRADf I I I I I I I I I I I I I I I I I I I VALVE AND HYDRANT INSTALLATION ALBERTVILLE, MINNESOTA WAT-3 I "'" w -' ,- c:;: co B "- N co I "- In co .. co w I V) - > w 0:: I I I I I I I I I I I I I I I I ~~ E1 DROP LID TYLER NO 5850 OR 5850 MUELLER NO H~10351 BIBBY-STE-CROIX NO B-5150 BITUMASTJC ANTI-CORROSIVE COATING REQUIRED ON ALL BARE METALS (AEROSOL SPRAY IS NOT ACCEPTABLE) 7.5' MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN RESTRAIN PER WAT-~ TOP R 0 6850 5u GRADE TYL E N ~2 />;)1 /; <<'<;/, MUELLER NO H-l 0351-25 U/(,\~~ ~--Tlf">>~~/; BIBBY-STE-CROIX L__I" ADJUST TOP TO I/{ NO VB502-27u BELOW GRADE. BOX 10 BE SET TO PROV I DE 12 U OF ADJUSTMENT EXTENSION TYLER NO 58-1~u NO 59-18u NO 60-2~ u MUELLER NO 58-1~u NO 59-20u BIBBY-STE-CROIX VB520 NO 57~9u VB521 NO 58-1~u VB522 NO 59-20'1 VB523 NO 50-26u TYLER NO 6850 MUELLER NO H-l0357 BIBBY-STE-CROIX B--5001, GATE VALVE BOX. SCREW TYPE. 3 PIE C E. 5 1/4// SHAFT. SIZE G BOX. 7 1_5/1 EXTENDED. ~ ~ BOTTOM TYL ER NO 6850--65/1 MUELLER NO H-10351-6Su BIBBY-STE-CROIX NO VB516~6011 BUTTERFLY VALVES SHALL CONFORM TO A.WWA CSO~ 31 BUTTERFLY VALVES (1~u OR LARGER) DRESSER ~50. PRATT GROUNDHOG. M.H. KEYSTONE C50~. OR ACCEPTED EQUAL L~fJASE teA 1/2 CY OF 1 -1 /2 u ROCK. COVER J WITH 2 LAYERS OF POLYETHYLENE OVER BONNET. 8/1 CONCRETE BLOCK END V I EW BUTTERFLY VALVE AND BOX INSTALLATION ALBERTVILLE, MINNESOTA WAT-4 I I TRACER WIRE SHALL BE INSTALLED ALONG THE PIPE. THE WIRE SHALL BE A I SOLID 12 GAUGE. COPPER WITH PLASTIC COAT. COPPER WIRE NUT SPLICES WILL BE ALLOWED AS WELL AS 3M CAST KITS. MAIN LINE TRACER WIRE MUST STAY INTACT AND CANNOT BE LOOPED UP VALVE BOXES. HYDRANTS. I OR SERVICES. SEPARATE SPLICE WIRES MUST BE USED. I I I I I I I I I I I I I I I C') lLJ -' ~ u: 0 '" " N o " LD o C L-j~5 S ] E I C.A T ] 0 N 0 F P J P E WATER DISTRIBUTION PIPE SHALL BE AS FOLLOWS: 5/;-10" Dli\METER -C900 12 /;M~D GF~EinEf~ -C900 .. Cl w V1 TRACER WJRE ~-----_._~--- ~ > w 0:: PLASTJC FJLM WRAP WATER DISTRIBUTION FITTINGS SHALL BE WRAPPED IN PLASTIC FILM. THE WRAP SHALL BE "TUBE" TYPE HAVING 8-MIL THICKNESS. A 2 INCH WIDE POLYETHYLENE ADHESIVE TAPE SHALL BE USED TO SECURE THE TUBE OF FILM TO THE PIPE. IF CORE-BLUE BOLTS ARE USED WITH EPOXY FITTINGS. THEN ONLY HYDRANTS. VALVE BOXES. AND BITUMASTIC COATED TIE RODS NEED TO BE POLY WRAPPED. THRUST RESTRAINT ALL WATER MAIN. VALVES. SERVICES. FITTINGS. STUBS. EXTENSIONS. BLIND FLANGES. AND PLUGS USED FOR RETAINING WATER PRESSURE MUST BE TIED WITH IIMEGALUG" JOINT RESTRAINTS OR ACCEPTED EQUAL. BASED UPON A 150 PSI TEST PRESSURE AND 7.5' COVER. THE FOLLOWING SHOWS THE MINIMUM LENGTH OF PIPE EACH WAY OF A FITTING TO BE RES T R A I f\J EO. DEAD END f::J J PE TEE BRANCH DIAMETER OR 900BEND L150BEND 22-1/2OBEND 5" 23 LF 7 LF 0 LF 8" 30 LF 10 LF 2 LF 10" 38 LF 1 2 LF 3 LF 12" 50 LF 1 <1 LF 3 LF WHERE RESTRAINED JOINTS ARE REQUIRED AND THE PIPE IS IN A CASING NEAR THE FITTING TO BE RESTRAINED. THE LENGTH OF PIPE IN THE CASING SHALL NOT BE INCLUDED IN THE LENGTH OF PIPE NECESSARY TO DEVELOP SUFFICIENT SOIL FRICTION TO OVERCOME THRUST. ALL BARE METALS SHALL HAVE TWO COATS OF BITUMASTIC OR ACCEPTED EQUAL. ( AEROSOL SPRAY I S NOT ACCEPT ABLE) WATER MAIN DETAIL AND TIE SCHEDULE TABLE ALBERTVILLE. MINNESOTA WAT-5 I ; ,- c;: 0 {fl ~ N o I ~ .. o w I ~ D:: I I I I I I 1/2 CY OF 1~1/211 ROCK.- \ lOVER WITH 2 LAYERS F POLYETHYLENE OVER BONNET. I -II 11- ~=II 11- --II III -II III - 1/ 111- I: All I~II =1 I II :111- I II =/1 I I II ., =a PLAN A t ~41!~121! D.I. TAPPING SLEEVE BITUMASTIC ANTI~CORROSIVE COATING REQUIRED ON ALL BOLTS AND BARE METALS. (AEROSOL SPRAY IS NOT ACCEPTABLE) ENTIRE WET TAP TO BE POLY WRAPPED 7.S! MINIMUM COVER REQUIRED OVER TOP OF WATER MAIN. =:J RESILIANT WEDGE r VAL VE CONFORMI NG I TO AWWA CS09 STANDARDS I I I I I I I I 11- '. =1 ':.. '.- 0 0 II :..... SECTION A-A ~1I1 .'. .'. .'. . . . . .. . . . " 1 I . . . ." . ....... .. .. == ':". ". ,'. .'" . ...... .... - 11-1 I 1- - . . :.... .... .' .:. . . . . '. .... '. '. ". '- 1 1- -,-c- I 1==11' ..... ': : . : .':'.:. ."" ~ . . ".... ....:... . :""111==111- - ".. ..... .' \>'." 11- - -III-II . ..... ..... I~III- ~ == == II~i"I-III_ _111--= - '--:111 III I" III ,"- 1/==111 ' . 1------:=111==11 1==111=-111 :\ L COMPACTED GRANULAR \ ~~ [3ACKF ILL UNDISTURBED EARTH 8 If CONCRE TE BL OCK WATER MAIN WET TAP ALBERTVILLE, MINNESOTA WAT-6 <5> W =" 0 LL 0 {.!J ~ N o "- en o .. o w VJ - M I N I M LH\~ 2 11\j S U L A T I 0 ~'J LAY E R S WITH JOli\JTS ST AGGERED AND EXTU~DING Ljl EACH VI!\Y ~-ROM WATERMAIN elL > w 0: I I I I I RET AINER GU\ND ~ / BEND ~ RET AINER GLAN' BEND BE~JD ~ BEND RESTRAIN WITH "MEGA-LUG" JOINT RES TRAINTS OR A,CCEPTED [QUAL - n ~I" T W/2 -I- W/2 COVER <'1.0'-<'1.9' 5.0'-5.9' 6.0'- 7.0' 7.0' + 6"COMP ACTED GRANULAR FILL WIDTH W 6' Lj' MINIMUM 2 INSULA TION LA YERS WITH JOINTS STAGGERED 0' I I I I I I I I I I I WATER MAIN INSULATIO~ ALBERTVILLE, MINNESOT~ WA T -7 I /// ~-iIj m .---------1.ll--- 4 SEWER SERV I CE SCH LlO OR SDR 21 ~ ( 4n PVC SLOPE ~ 1/LI n PER FOOT MINIMW/l ~ ~~SANITARY SEWER MAIN I ;f; w =' 0 LL 0 ;f; "- N I ~ "- " 0 .. 0 I w l/) ~ > Lu D:: I I I I I I I I I I I I I I I I q; W --1 co <r ex:: <r > (2) CD CD 8 CD PL VARIABLE VARIABLE :Y 8/X21!X2/1 MARKER =1 ~ CD :=1IL~-----GJ r:;\ SE E (0 NOTES BELOW PLACE COMPACTED PEA ROCK. MNDOT SPEC. 1/4/1 CLEAR. BACKFILL UNDER ALL PIPE WHERE SOIL SUPPORT IS DISTURBED. ALL SEWER SERVICE PIPE FROM PROPERTY LINE TO HOUSE SHALL BE SCHEDULE 40. ASTM 1785 OR SDR 21. OR STRONGER. PROVIDE CLEANOUTS AT 901 MINIMUM ON HOUSE SERVICES BETWEEN PROPERTY LINE AND HOUSE. WATER AND SEWER SERVICE SHALL HAVE 12/1 MINIMUM SEPARATION HORIZONTALLY AND VERTICALLY. WATER SERVICE TO BE ABOVE SEWER SERVICE. SERVICES LOCATED BENEATH SIDEWALK SHALL BE EXTENDED 10/ INTO LOT. RESIDENTIAL SEWER SERVICE CONNECTION ALBERTVILLE, MINNESOTA SER-1 ffi Ld ~ ~ ;:;: 0 u:t """ N o " Ln o (" ~ L PL ----~-1 ,-----5' STEEL FENCE POST. L1' ABOVE AI ~~G~C, PA I NTCO FOR SERVICES TO HOUSE. SEE 3 8. 4 BELOW VARIABLE " o w en VARIABLE > W 0:: VARIABLE W ---1 co <l: cO I CURB STOP AND BOXV (ADJUST TO 111 BELOW FINISH GRADE)- r-- z 0::: <l: > ~ 2 3/411X1" OR 111X111 CORPORA T I mJ STOP STAINLESS STEEL OR EPOXY COATED SADDLES REOUIRED ON ALL TAPS. r- WATER SERVICE--.I I \ 111 rYPE ilK II COPPER CONCRETE BLOCK SUPPORT -- W ATE R i'v1A I N CORPORATION STOP MUELLER 8-25000 FORD 3/LJF-FB500 AY McDONALD 4701B CURB STOP MUELLER B-25154 FORD B22-4LJ4M AY McDONALD 5104-1 II CURB BOX MUELLER H-10300 FORD EM2-75-57 AY McDONALD 5512 NOTES: 1. CURB BOX SHALL HAVE A STATIONARY ROO. LID W/BRASS PENTAGON HEAD PLUG. 2. CURB BOX SHALL EXTEND FROM 7811 TO 9011. MINNEAPOLIS 8ASE PATTERN. 3. SERVICE PIPE FROM CURB STOP TO HOUSE/BUILDING SHALL BE TYPE ilK II. ONLY ONE COPPER TO COPPER OR SILVER SOLDER CONNECTION ALLOWED PER SERVICE. LJ. WATER SERVICE SHALL BE A MINIMUM OF 1211 ABOVE SEWER SERVICE LINE WHEN IN A COMMON TRENCH. WATER AND SEWER SERVICE LINES SHALL HAVE 1211 MINIMUM HORIZONTAL SEPARATION WHEN IN A COMMON TRENCH. 5. PROVIDE CURB BOXES THAT ARE IN DRIVEWAYS OR SIDEWALKS WITH A SHORT TOP SECTION OF A VALVE BOX MARKED IIWATERII. 6 SERVICES LOCATED BENEATH SIDEWALKS SHALL BE EXTENDED 101 INTO LOT. 7. A SEPERATE TRACER WIRE SHALL BE SPLICED FROM MAIN WIRE TO SADDLE WITH ADDITIONAL STAINLESS STEEL NUT. RESIDENTIAL WATER SERVICE CONNECTION ALBERTVILLE, MINNESOTA SER-2 I I I I I I I I I I I I I I I I I I I I 15 " _~ I I I I "" lu -1 ~ L;: 0 '" "- N o I ~ I I I I I~ I I? I I ~- I 1:- IUI w ~ I~ PL A/~- rvlANHOLE FRAME 8, COVER-~~EENAH R~1642 OR ,!'\CCEPTED EOUAL, LETTERED IISTORM SEWER1I WITH A CENTER PICK HOLE MINIMUM OF 2. MAXIMUM OF 4 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH. USE CHEATER RINGS FOR WEAR COURSE ADJUSTMENT. IIAII r Iv1A",JHOLE STEPS, 151/ ON CENTER ALUM OR COPOLYMER POLY PLASTIC .. o w lJ) ~ -. > w cr o 'T 5~- . 0 . o . .0. . a . ,,-0... '1 . .0. . '0.. '1' 0 . '0.. ,,-0. '1 ~-;~' ~- ~ "~" - ~2 '1' SECTION GROUT BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE GROUT 2// TOWARD INVERT ~MANHOlE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE IS FACING DOWNSTREAM ALL JOINTS IN MANHOLE TO HAVE 1/011 RING RUBBER GASKETS REFER TO MH SIZING DETAIL STO-13 PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL MINIMUM SLAB THICKNESS. 51/ FOR 141 DEPTH. INCREASE TH I CKNESS 1 II FOR EACH 41 OF DEPTH GREATER THAN 14 I. AND RE I NFORCE WI TH 5//X511 10/10 MESH STORM SEWER MANHOLE ALBERTVILLE, MINNESOTA S TO-1 <9 W -1 ~ LL 0 B " U) ~ " '7 0 .. CO W \J) ~ > W cr I I I I I I I I I I I I I I I I I STORM SEWER JUNCTION MANHOLE I ALBERTVILLE, MINNESOTA I ;; 0 -~~~ -- GROUT BOTTm1 OF HMJHOLE TO -~\\"; \ 1/2 OJ A~1ETER AT PIPE Mm SLOPE ! \ \ \ X \ ' GROUT 2" TOWARD INVERT ~ 0\ \\ , - '> \7--P fM\NHOL E SO THAT OF CONE ~] - o I 'T ::: 'T I 4 1 ~Oll -0 Lf) <1<1 W --0 cr <1<1 <t > '1 <l '1- -_-0--_ '1 - 0 -.-0--_ '1 - 0 6"~ STEPS SHALL BE PLACED OFFSET VERTICAL PORTION IS FACING DOWNSTREAM P L A f\J/--- ~1M,JHOL E FRAME 6. COVER - - NEENAH R-1542 OR ACCEPTED EQUAL. - - LETTERED IISTORM SEWERII WITH A CENTER PICK HOLE. II AI/ '",-----------lv1INIMUM OF 2. MAXIMUM OF 4 CmJCRETE <l~ ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH. USE CHEATER RINGS FOR WEAR COURSE ADJUSTMENT. o u<) o Zl<) <) o u<) -I,~AW1OLE STEPS. 151/ m'-l CENTER. ALUM OR COPOLYMER POLY PLASTIC c ,-q-<1 (] -~~ALL JOINTS H~ MANHOLE TO HAVE 11011 ~ RJNG RUBBER GASKETS <10 ---PIFT SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL <l , 0 ' , 0 ' -.-0", '1 ' ,0, MINIMUM SLAB THICKNESS. 5" FOR 14' DEPTH. INCREASE THICKNESS 111 FOR EACH 4' OF DEPTH GREATER THAN 14'. AND REINFORCE WITH 511X6" 10/10 MESH SECTION STO-2 I '" Ld --1 ~ c;: 0 {~ " LO I I I I I I I I I I I I I I I I I I r,---- GROUT 80TTOlv1 OF.. M,L\~JHOL E TO 1/2 ~. DIAMETER AT PIPF AND SLOPE GROUT ~ 2 U TOV/!\RD INVERT /. ~ ,(;:/\\\-~\ - MANIIDIE S np', SIIAII Ge if! ,~\ ~ ~ \ PLACED SO THAT OFFSET .(~. .... VERT I CAL PORT I ON OF CONE .~. ~ I S F A C I N G D 0 W rJ S T R E Arv1 00 . / /O! co ~>-MANHDI E l-rIAME 8- CDVlr, FOR 5 I D I A ~<1[.~ J;<J: // II N E EN A H R -1 54 2 0 R A C C E P TED MANHOLE AN ~ EOUAL, l_ETTERED IISTORM 811 PRECAST SLAB / SEWERII WITH A CENTER IS REQU I RED PL Ar\J I PICK HOLE I I ;-MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ::1----- *~;~/ ADJUSTMErH RI~JGS WITH FULL BED OF ~ MORTAR BETWEEN EACH. USE CHEATER RINGS FOR WEAR COURSE ADJUSTMENT. _1- c __~^/o ""_ - -",l'-PRfCASI !<EHJFDHCE[] CClNCREIE 1- 5 II <1~ r--..~ <1~o ~1A!\JHOL E SL AS HS-20 LOAD I NG ~ " 'T o .. o w iJ) > w 0:: u~ UJ W u~ 41 -0 II OR u~ 0::: <[ 51-011 o. > u~ u~ ALL JOINTS IN MANHOLE TO HAVE RING RUBBER GASKETS If 0 II ~- ~~ANHOL_E STEf::JS, 1511 ON CENTER, ALUM OR COPOLYMER POLY PLASTIC . 0 . . 0 . PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL SLOPE 211/FT SECTION MINIMUM SLAB THICKNESS, 511 FOR 141 DEPTH. INCREASE THICKNESS 111 FOR EACH 41 OF DEPTH GREATER THAN 141, AND REINFORCE WITH 511X511 10/10 MESH STORM SEWER JUNCTION MANHOLE WI REINFORCED TOP SLAB ALBERTVILLE, MINNESOTA STO-3 PRECAST CONCRETE SECTION REFER TO MH SIZlNG ,0 ,0 DETAlL STO-13 . 0 .'0.-. <J a.. '0.. '<J \ ~GROUT BOTTOM ~MINIMUM SLAB THICKNESS. 611 FOR 1L1' DEPTH. lNCREASE TH I CKNESS 111 FOR EACH 4' SECT I ON OF DEPTH GREATER THAN 1L1'. AND RElNFORCE WlTH 6 IIX6 II 10/10 MESH w W -.J ~ L;: 0 W "- cD ~ "- '7 o .. o w If) > W cr: ANY DRAlN PlCK HOLES MUST BE PLAN CEMENTED WITH MASDNARY;DCEMEN I. j " Q :::: 'T c: II <1<1 I :J-~-, <1 VI LLJ , ,<1 4 I -~O!! 0::: <l: > <1~ , 0 ~,,<1, <1<1 . '"<1 ' 0 , PIPE DIAMETER 2 L1 II X 3 6!/ S LAB D P E ~J I ~J G F D R ~,J E E i\J A H R3057V DR ESS.BRDS.330 HIGH CAPACITY OR ACCEPTED EQUAL. (VANE GRATE SHOWN) NEENAH R3067 CASTlNG DR ACCEPTED EQUAL WITH TYPE D OR VANE GRATE MINIMUM OF 2. MAXlMUM OF LJ COI'-lCRE TE ADJUSTiv1Ef\JT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AI\JD !~ LJ II COLLAR ON THE DUTSIDE "1 <J -~- 6 1/ PRECl~ST RE I f\JFORCED CONCRETE SLAB ALL JOINTS IN MANHOLE TO Hj1,VE 1'0 if RING RUBBER GASKETS MA,NHOI_ E T E f~S, 161/ ON CENTER. ALUM OR COPOLYMER POLY PLJ-\STIC TYPE I I - CATCH BASIN MANHOLE ALBERTVILLE, MINNESOTA STO-4 I I I I I I I I I I I I I I I I I I I I J-TOP OF CURB I. . I '" tJJ =' 0 LL 0 !A '... N ~ I '... 'q 0 .. 0 I w If) _. > w cr: I I I I I I I I I I I I I I 511 3 II NOTE: VANE GFV,TE SHOW~J ~ ( --0 it' ~ ~~ I I . .--------.~-! \..0 FACE OF 1 J J CUfiB;j --~=rl .11_ -=-l llf]lllIJ]J - o I N DIRECTION OF FLOW --~ \.0 PLAN -.GF~AT[ TO BE 211 BELOW GUTTER GRADE. 101 TRANS I T I O~J EACH SIDE OF CATCH BASIN r----- CAT C H BAS I N CAS TIN G f\J E E N A H L R3057V OR ESS. BROS 330 HIGH . VAR-l CAPAC I TY OR ACCEPTED EQUAL _ _ l_l WITH VANE GRATE, 3/1 F~ADIUS .- ~ CURB BOX <1<) fC5-1 /2 /I ...0. 2 LJ II 0 R 36 II <1<) :: ~ M 1 N 0 F 2, M A X 0 F LJ CON C R E T E PRECAST 0 N ADJUSTMENT RINGS WITH FULL <1<) n BE D OF G R 0 U T BE T WE ENE A C H AND A LJII COLLAR ON THE OUTSIDE . <1<) ~.<) <1<) .<1 . ? <1.<)0' <1.<) . o. . . o. .. <1.<1 . . 0 . . .0.. <:j . .0 .<:] SECTION TYPE II - CATCH BASIN ALBERTVILLE, MINNESOTA STO-5 'd'i W ~ 0 LL 0 '" '- N ~ '- "T o .. D w Vl > W 0:: PLAN 5" PRECAST REINFORCED CONCRETE SLAB FOR HS~20 LOADING CATCH BASIN CASTING NEENAH R3057V OR ESS. BROS 330 HIGH CAPACITY OR ACCEPTED EOUAL WITH VANE GRATE. 3" RADIU CURB BOX 11 -4 II 511 J . 'l.~ . .. cr: <( > . .'.,,- '''0.."0 ~ .".." ,>0.". ~ ." o' "'0.."0 ~ .".. .0.... PIPE D I A ..,. '..., ... . ..,. .. . . .,.. . . MINIMUM SLAB THICKNESS. 511 FOI~ 14 I SEPTH. INCREASE TH I CKNESS 1 II FOR 41 OF DEPTH GREATER THAN 14'. AND REINFORCE WITH 5"X5" 10/10 MESH SECT'ION rJCnE: V t\ r~ E G RAT E S H 0 \II rJ I I I I I I I I I I I I I I I I I I I VARIABLE FACE OF CURB ~~ =:rr= --<-- lrrrrrr]lTTIl l~J~ lD GRATE TO UF 2" BELOW GUTTER G R A 0 E. 1 0 I T RAN S ] T ION E ACf~ SIDE OF CATCH BASIN DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE Ir~SIDE - ~~] [\J OF 2. MAX OF I) CONCRE TE ADJUSTMENT RINGS WITH FULL BED OF GROUT BETWEEN EACH AND A 4" COLLAR ON THE OUTSIDE -L~ T- 51' ::: N n cr:: <( N > ~ ~ I lD GROUT . '0" '.'0 - . ~ . It . '0.- q . " . '0.. q' 0 - <:J -. (\ .". . . <:J '. (1 ',: . . <Q -. ::: lD MANHOL E STEPS, 16" ON CENTER, ALUM OR COPOLYMER POLY PLASTIC STEPS GROUT BOTTOM DOUBLE CATCH BASIN TYPE I I CBMH WITH TYPE II CB ALBERTVILLE~ MINNESOTA STO-E) I if! L<j 0 LL 0 <A "- N I I I I I I I I I I I I I I I I I I ~ "- V o .. o w If) > w cr: CATCH BASIN CASTING NEENAH R3067V OR ESS. BROS 330 HIGH CAPACITY OR ACCEPTED EOUAL WITH VANE GRATE, 3u RADIUS? CURB BOX / <1.~ ~.~. <1.~ . - <1.~ ,:0 .~ <1.~ . If - . l :?'. ~;.~ '."?". ~ ~ D . '0.- c. .~ q . D ."0._ '<:J' . oJ"' ". - . oq"' S'-OU P L A ~~ 12" RCP - SL OPE SECTION. !\JOTE: VANE GRATE SHOWN FACE OF CURB rum IDlJ] . - cD -- DIRECTION OF FLOW GRATE TO BE 2u BELOW GUTTEr-j G R A DE. 1 0 ' T RAN S ] T I mJ E!~ C H SIDE OF CATCH BASIN \~- MIN OF 2. MAX OF L1 CONCRETE \ ADJUSTMENT RINGS WITH FULL \ BED OF GROUT BETWEEN EACH AND A 4" COLLAR ON THE OUTSJOE ~$ cr: <l: N > "'- 24" OR 35" .~ PRECAST 5" ::: N fV) ~ I cD <.:'? 3 1/ <1.<3. GROUT o f--4 II ~ I . D .' . 11 .' _ c . . "'Q . " . '0.- <<:J . '" - '0.. "1 . D . '0.. "1 . D.O.. . q -. ". . . q"' -. . . <1 ". '. <1"' - cD DOUBLE TYPE II CATCH BASIN ALBERTVILLE, MINNESOTA STO-7 I <f! W -' 0 LL 0 <f! "- N ~ I "- 'T 0 .. 0 I w Vl - > W 0:: I I I I I I I I I I I I I I I I A ~ -- RIPRAP ! D -,-- CLASS II RIP RAP REQUIREMENTS 12" TO 24" 4 CUBIC YARDS 27" TO 33" 8 CUBIC YARDS 36" TO 48" 12 CUBIC YARDS 54" AND UP 16 CUBIC YARDS (ONE CUBIC YARD IS APPROXIMA TEL Y 2,800 LBS) 5 X DIAfv1ETER OR SPAN PLAN '~''::.~ ',< ''>>:'" /,r_ ., '~~ -<.:" ~. ;-~'\Y~>>~' ~~/ GEOTEXTILE FILTER BLANKET SHALL EXTEND UNDER APRON LI ~J E R SEC. A-A RIPRAP I.. J FIL TER BLANKET NOTE: FIL TER BLANKET REQUIRED UNDER RIPRAP OR 2 LAYERS OF 500X 'MIRAFI" FABRIC OR EQUAL LINER SEC. 8-8 RIPRAP ALBERTVILLE, AT OUTLETS MINNESOTA STO-9 ""' w -' 0 l.L 0 tf'! '- N ~ '- 'T o <!{ J ~ -t- BEND 11%,+ o tv V) > Lv cr SIDE FRONT RODENT SHIELD CD DIMENSIONS ARE APPROXIMATE TO ALLOW FOR BEND AND A SNUG FIT IN SLOT IN HEADW,ILL. ~\ (: ~. II ~ H- 'JfF-=+-~~==~~-='- / ~ ~ L. ~~RI3Iv~~nr~,T Al PLAN OJ 'JfJ'.~_I.5'j:r- IS i~!~i;j;m~f Q:-' ~ '-' lJ) ~. "I" r r~- .l :.1' l ,,11 i 38" + NO.4 HORIZONTAL BAR NO.4 VERTICAL BAR 12 REOUIRED) DIME NSIOfJS Lj'DIA. PIPE A 5.5 ' B 12 C 5 D 12 E 8.5 F 9 G 9.5 ' H fI, 5 ~~ U t D ~~ t 5' DIA. 8" DIA. PIPE PIPE 8.5 10.5 14 16 7 9 14 15 10.5 12.5 13 " 11.5 13.5" 7 9.5 " 14 15 7/s' 10 254 LBS. 298 LBS. I 'II I I I I I I II J 5/s' APPROX. WT. 209 LBS. D EXACT DIMENSION DEPENDENT ON COUPLING METHOD. OPTIONAL HANDLING HOLES 2.5" I }:.:".~: /:.~:):r::.:'):,;,:>::,~' ~::< :::~':':'.<:.::.~/)?/?:~:.:'? ;.~'~~.,/:~. 3" ~ Ie: 36" :::01 SECTION NOTES: I. CONCRETE FOR THE HEADWALLS SHALL HAVE A MAXIMUM WATER TO CEMENT (W/C) RATIO OF 0.4, AN AIR CONTENT OF APPROXIMA TEL Y 5% AND A COMPRESSIVE STRENGTH OF 34.5 MPa PRIOR TO SHIPPING. THE MAXIMUM AMOUNT OF FLY ASH SUBSTITUTED FOR CEMENT ALLOWED IN THE MIX SHALL BE 15% BY WEIGHT. NO SUBSTANCE OTHER THAN CEMENT, FL Y ASH. WATER. AGGREGATE, AIR ENTRAINING AGENT AND TYPE A. C. E OR F ADMIXTURES WILL BE ALLOWED IN THE MIX. ALL CONCRETE MATERIALS SHALL MEET THE REQUIREMENTS OF SPEC. 2451. THE EPOXY BARS SHALL BE SECURELY RET AINED SO THEY ARE NOT DISPLACED DURING CONCRETE PLACEMENT. TIE WIRE SHALL BE EPOXY COATED. WELDING WILL NOT BE PERMITTED. THE F ABRICA TOR SHALL PROVIDE A QUALITY CONTROL PROGRAM APPROVED BY THE MATERIALS ENGINEER. eD THE RODENT SHIELD SHALL BE F ABRICA TED FROM CARBON STEEL FLATTENED EXPANDED METAL. STYLE 13 mm NO.13F. IT SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. ACTUAL SCREEN DIMENSIONS SHALL BE SUCH AS WILL SNUGLY FIT THE PROVIDED SLOT n APERED IF NECESSARY). WITH THE SCREEN LIP FITTING FLUSH WITH THE CASTING TOP AND THE BOTTOM FITTING TIGHT TO THE FLOW LINE. NO.13E HORIZONT AL BAR ;:., END VIEW H IOlAM[1[R OF HOL[ FOR DRAIN PIPE) TWO NO. l3[ V[R1lCAL BARS OS FILLET o 1'. CHAMFER CTYPICAU NO.4 HORIZONT AL BAR I I I I I I I I I PRECAST CONCRETE HEADWALL FOR SUBSURFACE DRAINS ALBERTVILLE, MINNESOTA STO-14 I I I -0 l~J =1 0 tL 0 +fI " GJ I ~ " g 0 .. 0 I w V) - > W cr I I I I I I I I I DEVELOPER INSTALLED BUILDER INSTALLED NON-PERF DR A I ~J T I L E TO HOUSE , , , , , , , , -- ",::":,, ~III~III= : :: ::'=. <' JI"" IliJil '" " : -:- ': I III III. :--' :. ': ~ ::11 LJ II I, -:>-:' J I III 111- : :: ::':: :' : 1111111111~llllln- , , .' ... .' ',,' -111-111-111-111- , "t_III==III~ I III III 111_ III I I III III. I III III III I' 111111111-11'- "'III"'III=- '~III~~IIIII III '-111--111 I '-:111 II E: -I 1 1=::11 BU1LDER SHALL INSTALL DRAIN TILE FROM HOUSE TO OUTLET AT COMMON DRAIN TILE. STORM SEWER STRUCTURE OR WATERBODY, ALL DRAINTILE SHALL HAVE A MINIMUM OF 18" COVER. BUILDER SHALL REMOVE CAP AT SERVICE AND MAKE CONNECTION TO DRAIN TILE. HOUSE CONNECTION SERVICE CONNECTION TRACER WIRE CAST IRON PLUG -~ ....... (GRINNELL CORED ~ - BAR PLUG) ~ THfiE ADED PVC ~ .:r FEMALE ADAPTER ~II: PVC R] SER EXTENDED ~In=: I 12" ABOVE SURFACE , JIIIUJI , -=111--111: , ,---=1 II -III III I ,I 111--111 III 111= ~I Il-I r I-I I I-I J J-I ~ STEEL FENCE POST ~ DEVELOPER TO INSTALL A CLEANOUT EVERY 200 LINEAL FEET AND AT THE TEMINUS OF DRAINTILE LINE, " 'm~ I I II I III 1 III III~, IIIIIWI, III 111_.11111 , ==111==111==111==111 CLEANOUT LOCATED AT TERMINUS SHALL HAVE TRACER WIRE EXTENDED 18" ABOVE THE SURFACE GRADE, IT III_III 111_111_111_111-':"'111_111_111_1 -I! I-II J-III-I t I-I 11--III~III-III-III-! J j NON-PERFORATED DRAIN TILE DRAINTILE CLEANOUT TRACER WIRE DEVELOPER INSTALLED NON-PERFORATED DRAINTILE WITH TRACER WIRE ICONCRETE HEADWALL PER PLATE STO-14 DEVELOPER INSTALLED NON-PERFORATED DRAINTILE WITH TRACER WIRE I I I I I I LEAVE ENOUGH WIRE TO EXTEND TO SURFACE RIP RAP \ 4~ ~A~ 4,' ....~ ~A~. GROUT DRAINTILE DRAINTILE OUTLET TO WATERBODY CONNECTION TO STORM SEWER SUMP PUMP DISCHARGE REQUIREMENTS ALBERTVILLE, MINNESOTA STO-15 if! lLl --' ~ c;: 0 fJ} '" c- ~ "- " o .. o W V) ~ > W 0:: CATCH BASIN FRAME & COVER :":~;~~/ NEEi\]AH R-3051 OR ACCEPTED ~ f OlJAI WITH V ANF GRA Tf-~,,-:;/~~~~~ ~0;c?"i;/ i 1II1I t" :// 4Pllllllli f~p -111; JO/I1;;/O,V \, \CJ~ ~s\ \,?-\>- , ~\~ \S' \'" A ///:~~ /' \'vCJ'{'1~ "'~/ ;:"/"/" /~ ~9\'\CJ\\ ~ \,?-\>- / f~p 6 ~~ L /o;::/o^, / B518 CONC ! CURB & GUTTER NOTE: CA TCH B.ASIN TO BE DEPRESSED OX BELOW DESIG~J GUTTER LINE GRADE . .Q. (j<j . . 0 . :; ~ 0" ~ A 2 - lt4 REBARS ISOMETRIC 1- TOP l:fMI;u::ANSITIF- S' l r:~' MIN IHANSITlON 5', r EXPANSION JOINT . . L EXPANSION JOINT . . . .10' FRAME & CASTING DESIGN GUTTER LINE GRADE 2 - ~LJ REBARS €2 5' 2.5' PENETRA TION EITHER SIDE OF JOINT. SECTION A-A B518 CURB AND GUTTER CONSTRUCTION AT CATCH BASIN ALBERTVILLE, MINNESOTA S TR-4 I I I I I I I I I I I I I I I I I I I {C, w --' ~ c;: 0 'f~ '-....... c- ~ I " 'CT 0 .. CO I w tf) -- > W cr: I I I A I I A I I I I I I I I I I NOTE: SURMOUNTABLE CURB & GUTTER TO BE FORMED I ~JT 0 A B 518 T Y P E CAT C H BAS I f\J . 0 CATCH BASIN ~'RAME & COVER NEENAH R-3057 OR ACCEPTED f au A I W II H V A NE m A If "'''''' / ::;';;c;t:/~/~: ~~// ~ ~ ~ ~ ~!\ ~ ~ ,,~ y\..()1 ~ ~ ~ )'~O~ .' "// ''/, /><,,/;/ ~ ~ .\\" ~ ~ ~ ~~ \;J\\\'l. ~ NOTE: CA TCH BASIf\J TO BE DEPRESSED 0.1' I 41\ \0' 9\\() BEL OW DESIGN Gun ER LINE GR.ADE I'~~;,'V;/o"" \I'~" SURMOUNTABLE CONCRETE ISOiv1[TRIC CURB & GUTTER C-t0 '411; ~ ,\;J\\\'l. ()~ \() 9\\ :\~~';\ 2 - il4 REBARS 10' MIN TRANSITION TOP OF CURB 5'-0" 5'-0" 10' MIN TRANSITION I EXPANSION JOINT . . '- EXPANSION JOINT FRAME & CASTING .. . . 2 - 114 REBARS (Q 5' 2.5' PENE TRA TION EITHER SIDE OF JOINT. DESIGN GUTTER LINE GRADE SECTION A-A SURMOUNTABLE CURB AND GUTTER CONSTRUCTION AT CATCH BASIN ALBERTVILLE, MINNESOTA STR-5 I if! W -' ~ c;: 0 -t;A "- r--- ~ I "- 'l" 0 " 0 w I V) ~ > w cr: I I I I I I I I I I I I I I I I NOTE: ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. ~ I I VARIABLE* tt I "i-- 30'~35'** R/W I ~ I R/W I 30'-35'-** VARIABLE* 5" CRoW~J (370 MINJ r CONCRE TE CURB -- & GUTTER~** [SOD. 2; WIDE 5 oA I 2 70 - /0 : "I- . . . . . 2% ~ 5% ..:9.', DRAIN TILE ***-* SEE STo-12 1-1/2" - 2331, TYPE t.11A BITUMINOUS WEAR COURSE O. /... 2-1/2" - 2331. TYPE 31B BITUMINOUS BASE COURSE 6" CLASS 5 AGGREGATE BASE. 10070 CRUSHED LIMESTONE OUARRY ROCK 18" SELECT GRANULAR BORROW MNDOT 3149.2B2 GEOTEXTILE - MIRAFI SOOX OR ACCEPTED EOUAL COMPACTED SUBGRADE * 15' FOR RESIDENTIAL URBAN 19.5' FOR LOW VOLUME MINOR COLLECTOR 21' FOR HIGH VOLUME MINOR COLLECTOR ** 30' FOR RESIDENTIAL URBAN 35' FOR MINOR COLLECTORS *** SURMOUNTABLE FOR RESIDENTIAL URBAN B518 OR SURMOUNTABLE FOR MINOR COLLECTORS **** MINIMUM lOa' DRAIN TILE AT ALL STREET LOW SPOTS. LONGER LENGTHS MAY BE DETERMINED BY THE CITY ENGINEER. BITUMINOUS STREET WITH CONCRETE CURB AND GUTTER TYPICAL SECTION FOR COLLECTORS & RESIDENTIAL STREETS -URBAN SECTION ALBERTVILLE, MINNESOTA STR-7 <fI W -' ~ L<- a <fI " a N " 'T a .. 0 w VJ ~ > W D:: NOTE: ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. R/W I tt I I _,""lI!'J I I I I I I I I -E)"CROWN (370 MIN) "101 R/W I P: "10' 21' TO BACK* MINIMUM ,II!! I I I I 21' TO BACK* MINIMUM -~._~--- I I WIDE CONCRETE AND GUTTER 2% - 5% ((I or'^IN TII EJ SEE STO-12 ** - 1-1/2" - 2331. TYPE L11A BITUMINOUS WEAR COURSE 1-1/2" - 2331. TYPE L11A BITUMINOUS BINDER COURSE 2-1/2" - 2331. TYPE 31B BITUMINOUS BASE COURSE 8" CLASS 5 AGGREGATE BASE. 100% CRUSHED LIMESTONE QUARRY ROCK 18/1 SELECT GRANULAR BORROW MNDOT 3149.2B2 GEOTEXTILE - MIRAFI SOOX OR ACCEPTED EOUAL COMPACTED SUBGRADE * STREET WIDTH TO BE DETERMINED BY PROJECTED TRAFFIC VOLUMES. ** MINIMUM 100' DRAIN TILE AT ALL STREET LOW SPOTS. LONGER LENGTHS MAY BE DETERMINED BY THE CITY ENGINEER. TYPICAL SECTION COMMERCIAL-INDUSTRIAL, 9 TON DESIGN ALBERTVILLE, MINNESOTA STR-8 I I I I I I I I I I I I I I I I I I I w w =" 0 LL 0 W "- N ~ "- '7 o PL I' BE V~I.AR ~ ~~lp ~ 2'1. SlOP[ -- .. o w tf) > w cr: L11f CONCRETE L11f S,4ND CUSH ION M~~ DOT C LAS S 3 NEIGHBORHOOD SIDEWALK 2/ 2/ 81 DRAINAGE SWALE G'. \ -- 2% SLOPE 6. ~ 21f - 2331 TYPE L11A BITUMINOUS 611 CLASS 5 100% CRUSHED BASE COMPACTED SUBGRADE COMMUNITY GREENWAY TRAIL TYPICAL V,ARIABLE 12/~~ PI1E FUIRIDI_. I 2'1. SLOPE- ~ 21f - 2331 TYPE L11A BITUMINOUS 61f CLASS 5 10070 CRUSHED BASE COMPACTED SUBGRADE PL I 1/ I I I I I I COMMUNITY ROADWAY TRAIL I URBAN SECTION " 27. SLOPE ~ 2 II - 233 1 T Y P E L11A BITUMINOUS 6 If CLASS 5 10070 CRUSHED BASE COMPACTED SUB GRADE COMMUNITY GREENWAY TRAIL SIDE SLOPE LOCATION PLACEMENT AND SECTIONS FOR WALKS AND TRAILS ALBERTVILLE, MINNESOTA STR-10 I I I I I I I I I I I S T E P ~m 1 TEt\1P COVER--, '" w -' ~ c;: 0 '" "- o N "- 'T o A . A D JUS T MAN H 0 LET 0 WIT H I ~J l' 0 F PROPOSED CASTING GRADE B. PLACE TEMPORARY STEEL COVER ON MH. AS ALTERNATE. USE 3~' WOOD COVER WITH 10 SO. IN. IRON PLATE ATTACHED TO CENTER OF COVER. C. PLACE AGGREGATE BASE D. PLACE BITUMINOUS BASE AND BINDER COURSES IF REOUIRED .. o w Vl > W 0::: BASE BIT ~...z:::z::z::::./ / / / / / BASE t]o <l" '0 "' ALTERNATE COVER. STEP NO 1 SECTION. STEP NO 1 STEP NO 2 A. CUT OUT ~'X~' AREA AROUND MANHOLE. SALVAGE AGGREGATE BASE AND MINJMIZE DAMAGE TO GEOTEXTILE FABRJC. ADJUST TO 1// BELOW TOP OF BASE COURSE WITH 2" ADJUSTING RJNGS. PLACE I/z" MORTAR SEAT BETWEEN RINGS. RINGS AND TOP OF MANHOLE. AND RJNGS AND CASTING. PLASTER RINGS INSJDE AND OUTSJOE. INSTALL INTERNAL CHIMNEY SEAL. B. STEP NO 3 A. FOR WEAR COURSE ADJUSTMENT. USE 1 U TO 2" ADJUSTING RINGS (CHEATER RJNGS) WITH CAULKING GLUE AROUND CASTJNG BASE. B. ADJUST TOP OF CASTING TO 1// BELOW PROPOSED FINISHED WEAR. STEP NO ~ A. PLACE BITUMINOUS WEARING COURSE. [FULL WJDTH DEPTH . SH.ALL BE ~u ~~INIMUtv1 B.ASE BIT I I I I I I I I I I I I I I I I I I I MANHOLE AND GATE VALVE ADJUSTMENT ALBERTVILLE, MINNESOTA STR-12 r- SECTlmJ. NO 2 f--- ~ ' -j ~ PLAN. STEP NO 2 BIT 1 U /4 I I I I I I I I SECTION. STEP NO 4 I I /J : /4 /FOOT r---- I ~ n ~~ era If-", Vla "'N --'", -" <(0 f- W I ~o VlW OVl f- _ Vl> '" LeJ I ~cr <( '" I ~ I I I I I I I I I I I I I I RIW I ;.... I I I I I NOTE: ALL ORGANIC OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM BENEATH THE ROADWAY. q; 301 RIW I D: I 301 ...1.. I I~ ~ 18' BIC ... I. lS' BIC 5 II CROWN (370 MIN) SURMOUNTABLE CONCRETE CURB :. ALL---1o ORA I NT] LEA T ~ STREET LOW SPOTS* 1-1/2" ~ 2331. TYPE 41A BITUMINOUS WEAR COURSE 2-1/2/J - 2331. TYPE 31B BITUMINOUS BASE COURSE 611 CLASS 5 AGGREGATE BASE. 10070 CRUSHED MIN 1811 - SUBCUT BACKFILL WITH GRANULAR MATERIAL,MNDOT 3149.2B GEOTEXTILE - MIRAFI 500X ::9.', * MINIMUM 1001 DRAIN TILE AT ALL STREET LOW SPOTS. LONGER LENGTHS MAY BE DETERMINED BY THE CITY ENGINEER. BITUMINOUS STREET WITH CONCRETE CURB AND GUTTER FOR SOILS WITH R-VALUE LESS THAN 50 STD DET TYPICAL SECTION FOR POOR SOILS FOR RESIDENTIAL STREETS - URBAN SECTION ALBERTVILLE, MINNESOTA STR-13 I I I I I I I I I I I I I I I NOTES: CD SURFACE TREATMENT SHALL BE ACCOMPLISHED BY WORKING A PIECE OF PLASTIC SNOW I FENCE INTO THE SURFACE. BROOM FINISH THIS AREA AND THEN REMOVE THE SNOW FENCE. I I I tf; W __J LL tf; A -l 4'-0" * I r-- l:i C) Q! !P & o 'T I - Ln FRONT FACE _______ OF CURB ------- ~ ------ ------ ------ ---- ----- --- ----- 5'-0" 0" ~'- _I. I 3' -0" MIN. -"'-~---------- A -oj VIEW OF RAMP PLAN ROUND ALL SLOPED INTERSECTIONS ~~JZ~=~" 10,1 SI Of'l _~_ 3'-0" =--------------- o ---===== -'-~--'-----~ -}--_ 5'-0" _0 .~ .[ jl 5'-0" ELEVATION OF RAMP CURB OR CURB AND GUTTER 1 I> v - -. I> ; . "t> ." I"/FT. OR FLATTER - '-1> I> , . . y. -. \7' ., ". SECTION A-A CD VARIES WITH CURB HEIGHT. EXAMPLE SHOWN IS FOR 6" CURB HEIGHT. PEDESTRIAN ALBERTVILLE, CURB RAMP MINNESOTA STR-15 10 . 0 , " N I~ .. o I~ > W 0:: I 1 1 I I I I I I I I I I I I I SURVEY C [J ['vi P A f\j \( I\J I~ I\v~ E A'0Y XXX.XI..... so'... ,/... so'..., ,I xxx.x ~9t -, -" ~~- -, - -, -P~'~~E~~;~] ~~~' '- - -', --, -- - -" t ~ , '\ , \ ~! I~-'\~~--~~~~ ~~l io ~U:! ~ 2S' , \_ .2S' __ . 2S', _ 2S' ~ ILn ",~~.y ,t I --E---- 'Y \ uJ --E---- 'V --E---- 'y --E---- I 'r: €:]> ',~ I riJ \~ riJ riJ ~ I ~,' €:]>.~ I \~ ~ I J~j) w!, I \~ \ ~g \ en 1 1- z' \ ~~) ':~ -1'1 1,1- ..J : WALKOUT : ..J >- 1-' 1 I" I >- ~ :0 0: ~ Q ILn Lf)1 Q ~:'I PROPOSED I':~ ~ ~E..TBACK HOUSE I ' ! ~ I' 'I eL €:]>,f I SE1T j ~X) 'i I XXX.X.:'l, BA Ki' ~~ I @0 G eLj I !~ ,: [w^,: SlIlIl -Of 7 _ ~_ ~ _ _: i ,',: ,. 7- MAXIMUM _m_.,_u_~____u_u_, WIDTH __ _.~XXX. X PROPERTY LINE r;<~..X THRU ~ ROW -\- -\- -\-. -\-' -\- -\- -\- -\- PROPOSED HOUSE ELEVATIONS TOP OF FOOTING ELEVATION: XXX.X LOWEST FLOOR ELEVATION: XXX.X TOP OF BLOCK ELEVATION: XXX.X GARAGE SLAB ELEVATION: XXX.X TOB @ REAR ELEVATION: XXX.X LEGEND xxx.x DENOTES EXISTING ELEVATION €:]> DENOTES PROPOSED ELEVATION ~ ~ - DENOTES EASEMENT c DENOTES DRAINAGE FLOW DIRECTION · DENOTES MONUMENT + DENOTES SPOT ELEVATION LOT, BLOCK, PLAT NAME SCALE: 1 INCH = XX FEET BENCH: TNH LOT X & LOT Y BENCH ELEV: XXX.X (~ Doe L.S. Reg No. XXXXX SAMPLE CERTIFICATE CROSS DRAINAGE IN ALBERTVILLE, OF SURVEY* REAR YARD MINNESOTA SURVEY 1 *NOTE: THIS IS A SAMPLE CERTIFICATE OF SURVEY AND SHOWS THE MINUMUM INFORMATION REQUIRED. AnnlTlnNtll INrnRMllTlnN Mt.Y Rr prnIJ1Prn Tn nRT^r.1 ^ 01111 "air DCDUIT I I I I I I I I I I I I I I I I OF SURVEY* I FRONT DRAINAGE I MINNESOTA SURVEY - 2 I o o " N SURVEY CO~J1P Af\JY f\L~ ME ~ " 'I o .. o w V1 ~ XXX.X 1_ _ - - - 50'- - - _/_ ~50'- _ _ _ _I xxx.x ~,f--- -- ~~- PROPE-RT-Y -L -I N~- - - - - --- -- - ---- - - -- - - i- ~ , '\ , \ ~[ i--\~ @Y 50 ~ --1:~ ~ riY-+- ,I I 50' - \'1< -\- 50' I I, - uJ 1 Y: -\--\-' - '! 'I ::: 1 '::i -\- ~ I' I' 11J / \ cD \l/ I vI f- I ~* 1 2-1 \ ~! I ~~ I -I XXX.X I, '; I "21 ~ I: I 0 I I LOOKOUT I : - II I ~:t I II: 0 !, 1 It!, 11l PROPOSED ~ SE TBACK HOUSE I ! , I I, ~f 1 SEITt~ 'i 1 BArK; , I ~ ~ 1:1 -II ~ ~ it I ~ ~ 1 I; 0 I <l It;l1l I IWA TER SHUT -;ZFF ~ l>~" I : ~_~~~_ ~___~~~~ - I xxx.x'i @ MAXIMUM I' ~___u____u_u_ __u_u_ WIDTH _ ______XXX. X ~ PROPERTY LINE rXXX.~ .~ THRU ~ ROW > uJ IX -\- -\-' -\--\- -\- -\-' -\--\- PROPOSED HOUSE ELEVATIONS LEGEND TOP OF FOOTING ELEVATION: xxxq;x XXX.X DENOTES EXIST1NG E LEV A TI ON LOWEST FLOOR ELEVATION: XXX.X ~ DENOTES PROPOSED ELEVATION rop OF BLOCK ELEVATION: XXX.X --- DENOTES EASEMENT GARAGE SLAB ELEVATION: XXX.X " DENOTES DRAINAGE FLOW DIRECTION TOB @ REAR ELEVATION: XXX.X . DENOTES MONUMENT + DENOTES SPOT ELEVATION LOT, BLOCK. PLAT SCALE: 1 INCH = XX FEET BENCH: TNH LOT X & LOT Y BENCH ELEV: XXX.X NAME C OO€ Reg No. XXXXX SAMPLE CERTIFICATE REAR TO ALBERTVILLE, *NOTE: THIS IS A SAMPLE CERTIFICATE OF SURVEY AND SHOWS THE MINUMUM INFORMATION REQUIRED. ADDITIONAL INFORMATION MAY BE REQUIRED TO OBTAIN A BUILDING PERMIT. 10 _ 0 7 " N I~ .. o I~ w cr: 1 I 1 1 1 1 1 1 I 1 1 1 I 1 1 I SLJR\jl Y COiV1P Ai\j\( N i~ ~\~F XXX.X 1_ _ - - - 50'- - - ,~50'- _ _ _ 1 XXX.X ~/f, u_-_~~~-n_-p~~;E-~~;~-]-N~---n- --- --t@0 " : \ ~i I---~\---~ -- - -- --l: 0 lD 1 1 \ I I In t : \ : t I I I \~ 'L I I, " ~ I It:: ~ 1 ~ I' I 1.--' f- I~ ~+, I I~ t 1 w 1 ;f~ 1 \0 XXX.X If) 1 ~:'I \ ~ I':~ :::;!' I ~\VALKOUT I'!:::; >- I,' -' I >- 1-'01 10'1-- Ct:ilD lOin:: ~ : ' I PROPOSED 1 ' : :t ~!~ 1 SETBACK HOUSE I' ! ~ j7I "D- ~f SEIT t@y ~! I 0~~ ~j r "f: lfIi 1 j j ~ vi 1 i5; :,: :WAT~ _~jUT-~Oq- - __ _ ~ _ '~~ _ _ _: :,' : ' @ MAXIMUM I ----------- u______ WIDTH~':-XXX.X PROPERTY LINE THRU ~ ROW + + +. y ++ ++ PROPOSED HOUSE ELEVATIONS TOP OF FOOTING ELEVATION: XXX.X LOWEST FLOOR ELEVATION: XXX.X TOP OF BLOCK ELEVATION: XXX.X GARAGE SLAB ELEVATION: XXX.X TOB @ REAR ELEVATION: XXX.X LEGEND XXX.X DENOTES EXISTING ELEVATION ~ DENOTES PROPOSED ELEVATION - - - DENOTES EASEMENT ~ DENOTES DRAINAGE FLOW DIRECTION · DENOTES MONUMENT + DENOTES SPOT ELEVATION LOT, BLOCK, PLAT NAME SCALE: 1 INCH = XX FEET BENCH: TNH LOT X & LOT Y BENCH ELEV: XXX.X C~ Doe L.S. Reg No. XXX XX SAMPLE CERTIFICATE OF SURVEY* BUILDING AS HIGH POINT ALBERTVILLE, MINNESOTA SURVEY ~ 3 *NOTE: THIS IS A SAMPLE CERTIFICATE OF SURVEY AND SHOWS THE MINUMUM INFORMATION REQUIRED. ADDITIONAL INFORMATION MAY BE REQUIRED TO OBTAIN A BUILDING PERMIT. I I I I I I I I I I I I I I I I I I I BRAUNSM INTERTEC Braun Intertec Corporation J 0 17 l09th Avenue Northest Blaine, Minnesota 55434.3729 65l.487.3245 Fox: 612754.2750 Engineers and Scientists Serving the Built and l'Iofuro! Environments;!) December 15, 1999 Project BPDX-99-141 A Mr. Homer Tompkins Contractors Property Developers Company 9] 10 83rd Avenue North Brooklyn Park, wIN 55445 Dear Mr. Tompkins: Re: Geotechnical Evaluation for Proposed Housing Subdivisions on the Balfany Property and adjacent property to the East, Albertville, Minnesota. We have completed the geotechnical evaluation YOll authorized. The purpose of the geotechnical evaluation was to provide subsurface soil and groundviater data to help you and your consultants design footings, foundations and pavements for the neVi single family housing subdivisions; and help YOt! prepare plans andspecificatiol1s for their construction. Please refer to the attached report for results and recommendations. If we can provide additional assistance or observations and testing services during construction, please call Darin Hyan at (651) 487-7014. Sincerely, ~~tP Staff Enginee d, PE, PG Senior Technical Consultant deh:cdh\kah\rpts\p9 I 41 al .doc Table of Contents I I I I I I I I I I I I I I I I A. Introduction ............ ................................... ............................... ...................... ,....... ...... ....... ........ ....... I A.l. Project ......... ........... ....................................... ......... ..... ................. ......... .................. ....... .............. I A.2. Purpose.. .............. ................. .... ....................... .............. .............. ................ """ ..... ................. .... i A.3. Scope........ ........ ...................... .... .................. ....... ........................ .... ............ ............ ...... .............. I A.4. Documents Provided.......................... .......... ........ .... ............................. ......... ........... .......... ........2 A.5. Boring Locations and Elevations.. ............................ ..... ...................... ........................... ............2 B. Resu Its ...... ..... ......... ..... .................................... ..................... ................. ...... .... ... ..... ........... ........ ........3 B. I . Logs....... ..... ........ ............... .................... .............. .................. ..........:. .................... ................. .....3 B .2. Site Conditions........... ...... ........................... .... ................. ................. ....... .... ...... ... ...... ................3 B.3. Materials Encountered ................... ..... ... ......... .................... ........ ... ..... ............. ........ .... ...............3 B.4. Groundwater Measurements ............... ........ ..... ............................................... ............................4 C . Analyses and Recommendations........................... ....... ..................................... .... ... ...... ............ ... ....6 C. I . Proposed Construction................................................................................ ........... ................ ..... 6 C.2 . Evaluation of the Boring Data ....... ... ..... .......... ......... .................. .............. ........ ..... ... .................. 7 C.3. General Site Preparation .................. .............................. ................. ........ ......... ............ ............. 10 C. 4. Footings.... .......................................... ................................................................... .................... 11 C.5. Floor Slabs........ ............................................. ...... ............ ................. .... .................................... ] 3 C .6. Exterior Slabs.... .......................................... ........ .......... .................... ................ ........... ............. ] 4 C. 7. Uti Iities ................................................... ......... .............. ..... .......... ............................. ................ ] 4 C. 8 . Pavements.................................................................................................................... ............. 15 D . Construction.................................. ............. .... ......... .... ...... ...... ............ ..... ..... .......... .......... ............... 17 D. 1. Excavation.... ......... .............................. ...... ....... ...................... .............................. ........ ......... .... 17 D .2. Devvatering ........................... ......... .... ........... .................. ............. ............ ................. .............. ... 17 D.3. Observations. .... ..... ........... ...... ..... .... ...... ..... ...... ........... .... ........... ............. ......... ....... ............ .....17 D .4. Backfi II and Fills. ...... ......... ........... ............. .... ....... ..... ........ .... ........... .... .......... .......... ............. ...18 D.5 . Testing. ..... ........... ..... ...... .... ..... ......... ...... ...... ... ......... ........ .......... .......... .... ,.......... ................... ... 18 D .6. Cold Weather.. .... ........ ..... .... ............ ............ ................. .............. .... ....... .... ..,......... ...................19 E. Procedures ............ ................................... ................................ ................... ........................... ........... 19 E.l. Drilling and Sampling ...............................................................................................................19 E.2. Soil Classification ..... ....... ......... ....... ............ ...... ....... .... ......... ........... ......,....... ...... .... ................20 E.3. Groundwater Observations................. .................................................................. .............. .......20 F. General Recommendations.................................................................................. ........... ................ ..2 0 F .1. F .1. Basis of Recommendations ... ............... ... ........ ...... ....... ..... ..... ....................... ............... .....20 F .2. Review of Design ...... ... ...... .... .......... ......................... ........ .......... ............ ........ .... ............. .... ... ..21 F.3. Groundwater Fluctuations ............................... ............... .... ...... ............. .......... ..... ............ .........21 F.4 . Use of Report.......... ........... ...... ......... ......................................................................................... 21 F.5. Level of Care........................... ........................................... .................................................... ...22 I I I Professional Certification Boring Location Sketch Log of Boring Sheets Descriptive Terminology I BRAUNSA' INTERTEC Br-aun Intertec Cor-por-ation 1017 109th Avenue Northesl Blaine, Minnesota 55434-3729 651487.3245 Fox: 612.754.2750 I I Engineers and 5cientists Serving the Built and Nature! Environments::!) I A. Introduction I A.I. Project I Contractors Property Developers Company (CPDC), is planning to develop the Balfany Property for use as a single family residence housing subdivision. The project is located north of Interstate Highway 94 between School Lake and Mud Lake, in Albertville, Minnesota. A parcel of land located on the east side of Mud Lake is also being considered for development. I I A.2. Purpose I The purpose of this evaluation was to provide subsurface soil profile and groundwater data to help CPDC prepare plans and specifications for the proposed construction. I A.3. Scope I The desired scope of services was outlined in a request-for-proposal sent via facsimile by Mr. Dwight Jelle of Westwood Professional Services, Inc. (Westwood), acting on behalf of CPDC. On September 28, 1999, we submitted a proposal to Mr. Homer Tompkins of CPDC. Mr. Tompkins authorized us to proceed in accordance with the proposal. Our services \vere provided under the terms of our General Conditions dated February I, 1996. I I Our scope of services was limited to: I · coordinating the locating of underground utilities near the boring locations, · drilling the penetration test borings to a depth of 20 feet, · installing temporary piezometers in five of the boreholes to permit additional measurements of groundwater levels, · classifying the penetration test samples and preparing boring logs, · conducting routine laboratory tests to aid in classification and engineering analysis, · analyzing the results of the borings, · formulating recommendations for earthwork, spread footing foundations and pavements. · discussing the results and recommendations with Mr. Tompkins, and I I I I I I Contractors Property Developers Company Project BPDX-99-14IA December 15, ] 999 Page 2 I I · submitting this geotechnical evaluation report containing logs of the borings, our analysis of the boring information, and recommendations for earthwork, spread footing foundations and I pavements. I AA. Documents Provided I Mr. Ed Hasek from Westwood provided us with copies of the following documents: I · Soil Boring Location Diagram and Log of Borings B-1 through B-5 for "1998 Northeast Truck Sanitary Sewer Expansion" by GME Consultants, Inc. (GME), dated April 9 and 10, 1998, · Plat survey of the site drawn by Plat System Services Inc., revised July 1998, · "Report of Geotechnical Exploration and Review, Proposed Residential Development Between Mud and School Lakes" by American Engineering Testing. Inc. (AET), dated July] 7, 1997, · "1997 Northeast Sanitary Sewer and 'vVater Main Extension, Preliminary Engineering Study" by I I I Short Elliot Hendrickson Inc. (SEH), dated December 30, 1996 I · Undated topographic survey of the proposed site, with no preparer indicated, · Various photographs of the site taken from an airplane. I A.5. Boring Locations and Elevations I We selected the locations of Borings ST-l through ST-4, P-5, ST-6, P-7, P-S, ST-9 and P-1O. The locations of Borings ST- lIto ST-20 were selected by Westwood. The approximate locations are shown on the attached sketches. All the boring locations were staked by Westwood. I Generally, the borings are denoted with an "ST" prefix, indicating they were penetration test borings. Boring number 1,5, 7,8 and 10, however, are denoted with a "P" prefix, indicating that piezometers were installed at those locations. I I Ground surface elevations at the boring locations were provided by Westwood. I I I I I Contractors Property Developers Company Project BPDX-99- 14 I A December 15, 1999 Page 3 I I B. Results I B.l. Logs I Log of Boring sheets indicating the depths and identifications of the various soil strata, penetration resistances, laboratory test data and groundwater observations are attache,d, The strata changes were inferred from the changes in the penetration test samples and auger cuttings, It should be notes that the depths shown as changes between the strata are only approximate, The changes are likely transitions and the depths of the changes vary between the borings, I I I Geologic origins presented for each stratum on the Log of Boring sheets are based on the soil types. blows per foot, and available common knowledge of the depositional history oftne area, I B.2. Site Conditions I The proposed sites are located adjacent to School and Mud Lakes, The sites have numerous hills and a few small wetlands shown on the provided sketches, The sites are currently being farmed. I B.3. Materials Encountered I B.3.a. Topsoil. The borings generally encountered approximately 1/2 to 2 feet of topsoil at the surface. The topsoil consisted of dark brown to black clayey sand, silty sand, lean clay and organic clay. At the locations of Borings P-8, ST-Il, ST-12 and ST-20, however, the topsoil extended to depths of 4 to 5 feet. The topsoil was moist to wet. I I I B.3.b. Anuvial Soils. At approximately half of the boring locations, soils consisted of alluvial clayey sand, silty sand, poorly graded sand with silt, and lean clay, were encountered beneath the topsoil. The alluvial soils extended to depths of approximately 4 to 14 feet. The alluvial soils were generally brown or gray and moist although, at lower elevations throughout the site, the soils were I wet. I I I Contractors Property Developers Company Project BPDX-99-14IA December 15, 1999 Page 4 I I B.3.c. Glacial Till. Where alluvial soils were not encountered beneath the topsoil glacial till was encountered. The till was also encountered beneath the alluvial soils. The till generally consisted of I moist, brown or gray clayey sand and lean clay. I B.3.d. Outwash. In Boring ST-2, poorly graded sand (glacial outwash) \vas encountered beneath the till. The outwash was brown and moist. I I B.3.e. Swamp Deposits. Boring ST-15 encountered swamp deposits consisting of peat and organic clay to the 24 foot depth. These soiis were brown to black and weL I B.3.c. Penetration Resistances. During drilling, penetration resistance tests were performed in the borings and the results are shown on the corresponding Log of Boring sheets in the column marked "BPF' (blows per foot). These values provide and indication of the soils relative strength. Table I I I summarizes the results of the penetration test data and provides our interpretive comments. I Table 1. Penetration Resistance Data Material/Soil Predominate Soil Types Penetration Resistances Comments I Origin Alluvium clayey sand, silty sand, lean clay and poorly graded sand with silt I to 13 BPF in clayey soils, most in the range of 6 to 10; 4 to 16 in granular soils, with an avg. of I I BPF 6 to 89 BPF, most in the range very soft to stiff, generally medium to rather stiff (clays) very loose to medium <leI1se, generally loose (sands) I poorly graded sand of9 to 16 BPF 20 to 25 BPF medium to hard. generally rather stiff to sti ff I Till clayey sand, lean clay Outwash medium dense I Swamp Deposit peat and organic clay WH* very looseivery soft . . WH indicates that the weight of the sampler alone was sufficient to cause I foot of penetration. I BA. Groundwater Measurements I Although a static groundwater level was not observed in many of the borings during drilling, wet soils were observed in samples collected in nearly all of the borings. After the auger had been withdrawn from the holes, groundwater was not observed to cave-in depths ranging from 3 to 16 I I I I Contractors Property Developers Company Project BPDX-99-141 A Decem ber ] 5, 1999 Page 5 I I I feeL Only Boring ST -] 5 encountered groundwater after withdrawal of the auger. The water was encountered at a depth of 12 feet below the surface, which corresponded to an elevation of 950. I The soils encountered are generally fine-grained and tend to release water slowly. Thus it was likely that insufficient time was available after auger withdrawal to allow groundwater to seep into the holes. For this reason, we installed temporary piezometers in Borings P-], P-5, P-7, P-8 and P-] o. Additional water level monitoring was done in order to define and further evaluate the static water level. Table 2 presents the results of our extended monitoring at the piezometer locations. I I I Table 2. Piezometer Groundwater Elevation Tabulation II I :'Ileasured Groundwater EleYaliolls~' I Boring Number Surface Elevation 10112/99 10/18/99 P-I 9538 ne ne P-5 9504 ne ne P-7 966.3 953 954 P-8 9489 945 944 P-IO 950~9 ne ne 10/27/99 ne I 936'; 952 ~--? 94~ I ne A Elevations were rounded to the nearest ~,; foot, ne indicates groundwater not encountered. I I Groundwater levels in the piezometers ranged from elevations 936 1/2 to 954, however, for comparative purposes, the Department of Natural Resources (DNR) has determined that School and Mud Lakes have an ordinary high water level (OHWL) of 947.3. I I Seasonal and annual fluctuations of groundwater levels, and variations in the presence, number and volume of perched groundwater deposits at the site, should be anticipated. At this site we anticipate fluctuations in unison with the lakes. I B.S. Laboratory Tests I Results of our laboratory tests are presented in the follO\ving table. Although some laboratory tests do not measure the engineering properties of subsurface materials directly, they can be lIsed to estimate them empirically. I I Contractors Property Developers Company Project BPDX-99-14l A December 15, ] 999 Page 6 I I Table 4 Laboratory Test Results Summary Boring Sample Class. Me P200b ace DDd LLe Plf Number Depth ST-:2 2 !/2' clayey sand 20 39 --- --- --- --- ST-3 ') I;:' lean clay 28.8 --- --- _u 36.2 ] 8.5 _ /2 ST-4 2 II' clayey sand ]7 4] u_ u_ --- _h /2 P-5 :2 ~/; ~ Jean clay 19 62 --- --- --- --- 5'0 lean clay ] 7.8 --- --- --- 30.3 ]2.7 P-8 7 II' lean clay ~I 87 u_ n- 39.] --- /2 J' 10' lean clay 31.5 --- --- _n n_ ]6.3 P-IO 7 V2' clayey sand ]7 42 _u --- --- u_ ST-17 :2 ~..i ' clayey sand 149 47.2 --- --- --- _u ST-:20 5' lean clay 264 51.6 _u --- --- --- Moisture content as a percent of sample dry weight. h Combined percent silt and clav of sample dry weight Organic content as a percent of sample dry weight u Dry density. , Liquid limit as a percent of sample dry weight. r Plastic index as a percent of sample dry weight. I I I I I I I I I I c. Analyses and Recommendations I c.t. Proposed Construction I Mr. Ed Hasek of Westwood indicated that the proposed development will include approximately 100 to 110 lots for single family residences. Sanitary sewers and watennains will also be installed. After backfilling the utility trenches, roadways will be constructed. I Mr. Hasek also indicated the proposed residences will generally be look-out or walk-out homes with lowest floor elevations set at least 4 feet above the OHWL of the lakes. This elevation would I correspond to approximate elevation 951 ~. The proposed residences will generally be one to two I I I I Contractors Property Developers Company Project BPDX-99-] 4] A December 15, 1999 Page 7 I I story, wood-framed structures supported on shallow spread footing foundations. We anticipate that the footing loads for these homes will not exceed 2,000 pounds per lineal foot of wall (plf). I I We have assumed that the roads will have a relatively low volume of traffic, used primarily by automobiles and light duty trucks and occasionally by refuse and delivery vehicles. We have further assumed that axle loads for the automobile and light duty trucks will generally not exceed 7 tons and axle loads for the refuse and delivery trucks will not exceed ]0 tons. I I I The pipe size and placement depth of the proposed warermains and sanitary se'vvers were not finalized at the lime of this report. We have assumed that they will be placed less than] 5 feet below existing grades. I We have further assumed that there ',viII be no homes constructed in the vicinity of Boring ST -15, which encountered swamp deposits to a depth of 24 feel. I I If our understanding of the proposed construction is not correct, jf the actual structural loads exceed the assumed values, or if the design or location of the proposed residences change, we should be informed. Additional analyses and revised recommendations may be necessary. I I C.2. Evaluation of the Boring Data I C.2.a. Building Support. A comparison of the borehole surface elevations and the anticipated floor elevations indicate that most of the structures' footings will be underlain with alluvial or glacial soils, some of which were wet and soft. Such soils should not be depended on to provide direct support to 2,000 plffootings. Provisions should be made to remove portions of these soils from below the footings and replace them with compacted backfill. The softest of these soils appeared to be located near Borings ST-3, P-8 and ST-12. I I I Although relatively competent soil may be encountered in most building areas, additional subexcavations may be required depending on the condition of the soils at the time of construction. Clayey soils are moisture- and strength sensitive, and exposure inclement weather and disturbance I I Contractors Property Developers Com pany Project BPDX-99- ] 4] A December]), ] 999 Page 8 I I during construction could render them unstable, requiring partial removal. W ehighly recommend that all footing excavations be observed by a soils technician at the time of construction to help evaluate actual versus recommended subexcavation depths. I I Excavations to remove the unsuitable soils should be oversized (widened) to provide lateral stability for the backfill. We recommend the bottoms of the subexcavations be oversized I foot beyond the edges of the footings for each foot of subexcavation below the bottoms of the footing (] : I I I oversizing). I In any case, it is our opinion that. where very soft to rather soft and/or wet soils are exposed, I sufficient stability can be achieved by providing :2 feet of compacted backfill beneath the building footings. I Since the excavation spoils \villlikely be wet and the excavation bottoms will likely be wet, we recommend replacing these soils with "clean" coarse sand. Such materials are not likely to be found on-site in large quantities. Perched water may increase the volume of excavation required by softening exposed competent soils. I I It is also important that we recommend the site be graded to prevent water from ponding in building areas. If the subgrade soils become wet and disturbed, it may be necessary to remove even more soil and replace it with drier backfill. I I C.2.b. Pavement Support. Generally, the clayey soils encountered in the borings are suitable for pavement support. Pavement performance could, however, still be affected by the variable composition and competence of these soils. The effects of variable soils on pavements are also more severe than on slabs, mainly because pavement subgradesare subject to seasonal freezing and thawing. Such effects could be compounded by perched groundwater within a few feet of the proposed pavement subgrades. I I I I I I I Contractors Property Developers Company Project BPDX-99-14IA December 15,1999 Page 9 I I I In areas where rather soft clays are present \ve recommend removing them to a depth of at least 2 feet below subgrade elevations, and replacing them with compacted backfill. Grading in the pavement areas should also be performed during dry weather to limit construction delays. I Due to the fine-grained nature of the soils and perched groundwater, a stabilization geotextile may be I needed in extreme circumstances. Consideration may also have to be given to using a sand cushion/subbase instead of excavated clayey soils as backfill, to enhance subgrade stability, I especially during wet weather. I Sand used in compacted cushions belmv the pavements will drain more freely than the clayey soils I on which they lie. Because the sand could act as a reservoir for surface drainage and groundwater, reducing subgrade strengths and contributing to frost heaving, we recommend that subdrains be installed in the sand cushion. I C.2.c. Utility Support. Utility excavations in the native soils may reguireshallow subexcavations to allow placement of stable bedding and facilitate installation. Subexcavation may also be necessary where the trench subgrades are wet and become easily disturbed. The pipe bedding should consist of a coarse, free-draining aggregate to facilitate the removal of seepage occurring from the I I excavation sidewalls and bottoms. Subexcavations on the order of ] to 2 feet should provide sufficiently stable bedding to facilitate utility installation and dewatering. I I Dewatering may be necessary during installation of some of the utilities and should perched water enter the subexcavations for the house lots. I C.2.d. Reuse of On-Site Soils as Excavation Backfill and Required Fill. The boring data indicates that the clayey soils were generally moist to wet. We anticipate that perched Or trapped water has made them weL This being the case, and considering the fine-grained consistency of these soils, it is our opinion that they will be very difficult to reuse unless they can be dried. Drier soils of similar composition could be imported to the site to balance fills or replace wet soils removed from I I excavations. I I Contractors Property Developers Company Project BPDX-99-141A December ]5, ]999 Page 10 I I Imported sands should spread and compact more easily over wet and potentially unstable subgrades and excavation bottoms, particularly if wet. Additionally, it should be possible to spread and compact sand in somev,hat thicker lifts, and under variable weather. These advantages should also limit contractor down-time and delays due to recom paction of poorly compacted, marginal soils. Importing sand exclusively would also limit the number of potential borrow sources. I I I C.2.e. Groundwater Considerations. In general, plocing the lowest floor 4 feet above the OHWL (elevation 947.3) of the lakes, which corresponds to an elevation of approximately 95 I Y2 should be I adequate. However, based upon the soil boring and piezometer infonnation a higher floor elevation may be necessary near Borings P-7 and 5T-] 5 At these locations. the highest observed groundwater level may be above the proposed slab levels. As a precautionary measure against water level variations, Federa! Housing Administration (FHA) recommends that floor slabs be located at least 4 feet above the knmvn groundvvater level. I I I Wet and waterbearing soils (perched groundwater) wiillikely be encountered throughout the building area, footing trenches and subexcavations. Provisions for dewatering and these excavations and diverting water away from the construction area should therefore be anticipated. I I C.3. General Site Preparation I C.3.a. Excavations/Subexcavations. We recommend completely removing vegetation, topsoil and organic deposits within the proposed building pads. We further recommend that where soft or rather soft and wet soils are exposed, such as those encountered in Borings ST-3, P-8 and ST-12they be removed from beneath the buildings to a depth minimum depth of2 feet, or to a competent bearing strata, whichever is less. I I I The subexcavations should be oversized to provide lateral stability for the backfill. The bottoms of the subexcavations should be oversized 1 foot beyond the edges of the footings for each footof subexcavation below the bottoms of the footing (1:1 oversizing), Loosened soil in the bottoms of the excavation should be compacted prior to backfilling. I I I I I Contractors Property Developers Company Project BPDX-99-141 A December] 5. 1999 Page II I I C3.b. Available Backfill and Fill. As mentioned previously, the on-site clayey soils will likely be wet and willlikelv be verv difficult to reuse unless they can be sufficiently dried. Sand. silty sand. o' ..; .-.." .; , I clayey sand or sandy lean clay with plastic indices less than 15 may be used provided they are within 2 to 3 percent of their optimum moisture contents and can be adequately compacted. Sand is the preferred material especially in the bottom of a wet excavation. I I I For ease of compaction we also recommend that the initial lifts of backfill or fill be a clean sand. We recommend the sand have less than 50 percent passing a 40 sieve and less than 5 percent of its particles by weight passing a 200 sieve. If the bottom of the excavations are wet the sand backfill should be used until it is a minimum of 18 inches above the wet bottom or water. I I The backfill should be placed in lifts, and each lift should be compacted to a minimum of95 percent of its maximum dry density determined in accordance with American Society for Testing and Materials (ASTM) Method of l' est D 698 (standard Proctor). I CA. Footings I CA.a. Depth. We recommend that the perimeter footings bear a minimum of3 1/2 feet below adjacent exterior grades for frost protection. Interior footings may be placed immediately beneath I the slab. I C.4.b. Subexcavations. To provide adequate bearing capacities and to limit footing settlements, we recommend subexcavations as recommended in Section C.3.a. above. I I C.4.c. Allowable Bearing Pressure. If the site has been prepared as recommended above, it is our opinion that the footings may be designed to exert a net allowable bearing pressure up to 2,000 pounds per square foot. This bearing pressure includes a factor of safety of at least three with regard to punching failure. I I C.4.d. Settlement. After the site has been prepared as recommended above, we anticipate total settlement of the foundations will be less than I inch under the assumed loads and differential I I Contractors Property Developers Company Project BPDX-99-14] A December] 5, 1999 Page ] 2 I I settlement will be less than Y: inch. Residences similar to those proposed can generally tolerate settlements of this magnitude. I I C.4.e. Subsurface Wall Backfill and Lateral Earth Pressure. We recommend that backfill I against the subsurface \valls be compacted to a minimum of 90 percent of its standard Proctor maximum dry density. Beneath steps, exterior slabs and pavements, it should be compacted to a minimum of 95 percent. Interior wall backfill should be compacted to 95 percent. The walls should be braced prior to backfilling. I I The lateral earth pressure used for the design ofvvalls will depend on the material used to backfill the I wall. The active and passive coefficients of lateral pressure may be employed only if movement of the wall can be tolerated to reach the active state. If movement cannot be tolerated. we recommend using the at-rest coefficients to design the wall. Table 4, below, provides lateral earth pressure coefficients for relatively clean sand and clayey soils. which we assume will be used to backfill the walls. These values do not include a safety factor. I I Table 4. Earth Pressure Coefficients I Earth Pressure Coefficients 2.9 At-Rest (Ko) 0.47 DAD I Assumed Wet Density Soil Types Clayey (CL or SC) Sand (SP or SP-SM) (pel) 130 Active (Ka) 0.35 Passive (Kp) 125 030 33 I CA.f. Seepage Control. The lowest level will likely be surrounded by clay soils. If water percolates down alongside the walls, it may become perched on a clay layer and then enter the lowest level through shrinkage cracks in the concrete. Collecting nm-off and discharging it well away from the foundations and sloping the ground surface down and away from the lowest level walls are two common methods of reducing infiltration and percolation. I I I As a precaution against seepage into the lowest level, we recommend installing a perimeter foundation drain system. The system should include a perforated pipe with a invert within 2 inches I I I I Contractors Property Developers Company Project BPDX-99-14IA Decem ber 15, J 999 Page I 3 I I of bottom-of-footing elevation. Collected seepage should be routed to a sump and then drained by a I pump or gravity to a storm sewer or low area on the site. I The seepage control system should include permeable material against the lowest level wall, such as a synthetic wall drainage system or at least 2 feet (horizontal) of pemleable sandy gravel or sand backfill. The sandy gravel or sand backfill should have less than 5 percent of the particles by weight passing a 200 sieve. Where the sandy gravel or sand backfill extends outside the footprint of the building, it should be capped by a slab, pavement or at least I foot of topsoil and clay. I I I If less than a 4-foot separation is provided between the lowest level floors and the recommended high groundwater elevation of 947.3. we recommend a subfloor drain system be installed. The system should include a geotextile filter fabric over the soil subgrade, a layer of drainage gravel, and drain pipes leading to a sump. I I c.s. Floor Slabs I C.S.a. Subgrade Modulus. The anticipated floor subgrade is compacted clayey soils. It is our opinion that a modulus of subgrade reaction, k, of 150 pounds per square foot per inch of deflection (pci) may be used to design the floor. I I C.5.b. Vapor Retarder/Barrier. Excess transmission of water vapor could cause floor dampness, certain types of floor bonding agents to separate, or floor coverings to mildew. If floor coverings or coatings less permeable than the concrete slab will be used, of if moisture is a concern, we recommend that a vapor retarder or barrier be installed. Industry standards generally recommend burying the vapor retarder or barrier beneath a layer of sand to reduce curling and shrinkage of the concrete. Precautions should be taken however, to lim it the risk of trapping water between the slab and vapor retarder or barrier. To preserve any warranty assurances, we recommend consulting with and adhering to the floor covering manufacture's recommendations regarding the appropriate type, use, and installation of the vapor retarder or barrier I I I I I I Contractors Property Developers Company Project BPDX-99-14IA December 15, 1999 Page ] 4 I I C.6. Exterior Slabs I C.6.a. Subgrades. We recommend that topsoils and organic soils be removed from beneath the proposed slabs. Fills and backfills should be compacted to a minimum of95 percent of their standard Proctor maximum dry densities. I I C.6.b. Frost Protection. Clayey soils are frost susceptible soils. If these soils become saturated and freeze, I to 2 inches of heave may occur. This heave can be a nuisance for slabs or steps in front of doors and at other critical grade areas. One way to reduce this heave is to remove the frost- susceptible soils down to bottom-of-footing level and replace them with non-frost-susceptible sand or sandy gravel. Sand or sandy gravel \vith less than 5 percent of the particles by weight passing a 200 sieve is non-frost-susceptible. I I I An a Iternative method of reducing frost heave is to place a m in im um of 2 inches of extruded polystyrene foam insulation beneath the slabs and extending about 4 feet beyond the slabs. The insulation will reduce frost penetration into the underlying subgrade and thereby reduce heave. Six to 12 inches of granular material is generally placed over the insulation to protect it during construction. I I I A second alternative for reducing frost heave is to support the steps or slabs on frost-depth footings. A void space of at least 4 inches should be provided between the bottoms ofthe steps/slabs and frost- susceptible soils to allow the soils to heave without affecting the steps/slabs. I I C.? Utilities I C.7.a. Suhgrade Preparation. Utility excavations may expose wet or soft soils, and may be subject to seepage through the excavation sidewalls and bottoms. Where soft soils are encountered, where the soils become disturbed from construction equipment, or where seepage is encountered, we recommend replacing the upper I to 2 feet of the subgrade soils with a stabilizing aggregate (1 112 inch minus). In addition to stabilizing the excavation bottoms, the stabilizing aggregate will serve as a reservoir from which water can be pumped. I I I I I I Contractors Property Developers Company Project BPDX-99-14] A December] 5, ] 999 Page] 5 I I I C.7.b. Backfilling and Compaction. Backfill placed over utilities may consist of available non- organic on-site or imported soils that can be adequately compacted. For ease of compaction, however, sands are preferred. Clayey soils will be more difficult to compact, particularly ifweL I I We recommend compacting utility backfill placed below exterior slabs, a11d more than 3 feet below pavement subgrades, to at least 95 percent of its maximum standard Proctor density. Backfill placed beneath interior slabs should be compacted to 98 percent and backfill placed within 3 feet of pavement subgrades should be compacted to at least 100 percent. I I e.S. Pavements I C.8.a. Subgrade Support and Effect of \Veather on Construction. We have assumed the soils encountered in the borings will be present in the roadway. If these soils are maintained near optimum moisture and recompacted, they should, in our opinion, be suitable for pavement support. Clayey soils, however, are moisture sensitive such that they will be difficult to compact if they are ,vet or become weL Perched water encountered during site grading will also cause the subgrade soils to become unstable and hamper constmction effort. I I I In general, the months of June, July, and August are tavored for grading operations. particularly when clayey subgrade soils are wet and may require drying. Cooler temperatures and rainy weather conditions in September and on into October tend to slow or delay grading and paving operations. All paving should be completed as soon as possible, preferably before mid September, to limit surface water infiltration into the moisture sensitive clayey soils. Clay soils which become saturated during late fall will not become adequately dry, provide limited support to heavy construction traffic, and will likely require subexcavation and backfilling with drier imported sand prior to paving operations. I I I I C.8.b. Excavations and Removals. We recommend all surface vegetation, topsoil, wet clays, and organic soils in the proposed pavement areas which are present within the top 3 feet of the pavement subgrade be removed. In fill areas where more than 3 feet of fill will be placed to achieve top of subgrade elevation, the soft clays can remain in-place. After stripping, we recommend the resulting I I I Contractors Property Developers Company Project BPDX-99- ]41 A Decem ber ] 5. ] 999 Page ] 6 I I subgrade be scarified, moisture-conditioned to a moisture content near optimum, and compacted to a minimum of95 percent of its standard Proctor maximum dry density. Where fill is required, we recommend that it be similarly moisture-conditioned and compacted. If there are areas which cannot be compacted, we recommend that the unstable materials be subexcavated to a depth of 2 feet and be replaced by materials which can be compacted. I I I C.8.c. Anticipated Subgrade. After the preparation,.we anticipate the subgrade will be compacted on-site soils, which should be a blend of compacted lean clays, clayey sand, silty sand and poorly graded sands. Laboratory tests to determine the resistance (R) values of these soils were not included in our scope of services. Based on Table 5-3.2(a) of the Minnesota Department of Transportation (Mn/DOT) Geotechnical and Pavement Design iv[anual, however. we recommend I I I assuming an R value of ] 2. I C.B.d. Proofroils. Before placing the aggregate base, we recommend the pavement areas be proofrolled to help detect soft areas. As a final check after placing the aggregate base. we recommend the area again be proofrolled. This precautionary measure will assist in detecting localized soft spots. Any soft spots noted during the proofrolling process should be subexcavated, replaced with drier soils, and compacted. A qualified geotechnical engineer should observe the proofroll ing process to make a final evaluation of the subgrade. I I I C.8.e. Materials and Compaction. We recommend all backfill and fill placed beneath proposed pavements be compacted to a minimum of95 percent of the standard Proctor maximum dry density up to within 3 feet of the final subgrade elevations. We recommend all fill placed in the top 3 feet of the pavement subgrades be compacted to a minimum of 100 percent. I I We recommend specifYing crushed gravel base meeting the requirements of Mn/DOT Specification 3138 for Class 5. We recommend that the bituminous surface meet the requirements of Specification 2341 and that the bituminous base meet specification 2331. We recommend that the crushed gravel base be compacted to a minimum of 100 percent of the standard Proctor maximum dry density. We I I I I I I Contractors Property Developers Company Project BPDX-99-]4 I A Decem ber ] 5, 1999 Page ] 7 I I recommend that the asphaltic concrete surface be compacted to a minimum of 95 percent of the Marshall density. I I Where a sand subbase is placed beneath the proposed gravel surfacing, we recommend the sand meet the requirements for either Mn/DOT Specification 3149.2B2 for select granular material or Specification 3 ]38 for Class 3 Subbase. I I D. Construction I D.1. Excavation I It is our opinion that the soils encountered by the borings can be excavated with a backhoe, front-end loader or scraper. The borings indicated that the soils in the side\valls of the excavations will be Type B soils under Depaliment of Labor Occupational Safety and Health Administration (OSHA) I guidelines, except where seepage makes them Type C. I We recommend that low-ground-pressure tracked equipment whenever possible to prevent excessive rutting of subgrades. I D.2. Dewatering I Dewatering may be necessary during installation of some of the utilities and excavation of the house lots. When excavating below groundwater in clayey soils, we anticipate it will be possible to dewater the utility trenches and excavations with sumps and pumps located in the trenches and low points of excavations I I D.3. Observations I We recommend that all excavation, footing, slab and pavement subgrades be observed by a geotechnical engineer to evaluate if the subgrade soils are similar to those encountered by the borings, adequate to support the proposed construction and adequately oversized. The se observations should be conducted prior to placing backfills, fills or forms for footings. I I I Contractors Property Developers Company Project BPDX-99-141A Decem ber 15, ] 999 Page] 8 I I D.4. Backfill and Fills I Site soils which will be excavated and reused as backfills and fills will likely be wet of optimum. We anticipate it will be necessary to dry these soils to achieve the recommended compaction. We recommend that backfills and fills be placed in lifts not exceeding 4 to 12 inches, depending upon the size of the compactor and material used. I I D.S. Testing I We recommend density tests of backfills and fills placed beneath footings, slabs and pavements. We I also recommend density testing of the compacted pavement subgrade and gravel base course. Samples of proposed backfill and fill materials should be submitted to a testing laboratory at least three days prior to placement for evaluation of their suitability and determination of the optimum I moisture content and maximum dry density. I We recommend at least one density test be performed for every 1 foot of fill placed in the building areas and every 5,000 square feet of pavement area, with at least one test for every 2 vertical feet of fiB placed. At least one compaction test should be taken for every 100 feet offooting trench backfill and one for every 300 feet of utility trench backfill at vertical intervals not exceeding 2 feet. I I Table 5. Summary of Minimum Compaction Recommendations I Recommended Compaction AST:\I D 698 (standard Proctor) I Backfill Areas Fill below footings Fill below interior slabs 95 % 95% I Interior utility trench backfill Fill below exterior concrete slabs 95% 95% Fill below pavements -less than 3 feet below grade -more than 3 feet below grade Exterior utility trench backfill Landscaped areas 100% I 95% I 95 (Vo * 90% '.Ifutilities are beneath pavements, use compaction recommendations lor pavements. I I I I Contractors Property Developers Company Project BPDX-99-141 A Decem ber i:5, 1999 Page 19 I I We recommend slump, air content and strength tests of Portland cement concrete. I D.6. Cold Weather I lfsite grading and construction is anticipated during cold weather, we recommend that good winter I construction practices be observed. All snow and ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on soils which have frozen or contain frozen material. No frozen soils should be used as fill. I Concrete delivered to the site should meet the temperature requirements of ASTM C 94. Concrete should not be placed upon frozen soils or soils which contain frozen material. Concrete should be protected from freezing until the necessary strength is attained. Frost should not be permitted to I I penetrate below footings bearing on frost-susceptible soil since such freezing could heave and crack the footings and/or foundation walls. I I E. Procedures E.1. Drilling and Sampling I The penetration test borings were perfonned on October 5, 6, 26 and 27, 1999, with an off road- mounted core and auger drill equipped with 3 1/4-inch inside diameter hollow-stem auger. Sampling for the borings was conducted in general accordance with ASTM D 1586, "Penetration Test and Split-Barrel Sampling of Soils." Using this method, we advance the bore hole with the hollow-stem auger to the desired test depth. A 140-pound hammer falling 30 inches was then used to drive the standard 2-inch spilt barrel sampler a total penetration of I 1/2 feet below the tip of the hollow-stem auger. The blows for the last foot of penetration were recorded and are an index of soil strength characteristics. Samples were takenat 2 1/2-foot vertical intervals to the 10-foot depth and then at 5- foot intervals to the termination depths of the borings. A representative portion of each sam pIe was then sealed in a glass jar. I I I I I I I Contractors Property Developers Company Project BPDX-99- I 4 I A Decem ber ] 5. 1999 Page 20 I I Prior to withdrawing the hollow-stem auger from Borings P- I, P-5, P-7, P-8 and P-I 0 a piezometer with a 5 - foot long screen section at the bottom was placed. Sand was placed around the screen. After the auger had been withdrawn from the boring, the remainder of the annulus was backfilled I I with cuttings. I E.2. Soil Classification I Soils encountered in the borings were visually and manually classified in the field by the crew chief in accordance with ASTM D 2488, "Description and Jdentification of Soils (Visual-Manual Procedures)". A summary of the ASTM classification system is attached. All samples were then returned to our laboratory for review of the field classifications by a soils engineer. Representative samples will remain in Ollr S1. Paul office for a period of 60 days to be available for your I I examination. I E.3. Groundwater Observations I Immediately after taking the final samples in the bottoms of the borings, the holes were probed through the hollow-stem auger to check for the presence of groundwater. Immediately after withdrawal of the auger, the holes were again probed and the depths to water or cave-ins were noted. The borings were immediately backfilled. I I The piezometers were read once per week for three weeks following installation. I F. General Recommendations I F.l. F.l. Basis of Recommendations I The analyses and recommendations submitted in this report are based upon the data obtained from the soil borings performed at the locations indicated on the sketch included in theAppendix.Often, variations occur between these borings, the nature and extent of which will not become evident until additional exploration or construction is conducted. Are-evaluation of the recommendations of this report should be made after performing on-site observations during construction and noting the I I I I I Contractors Property Developers Company Project BPDX-99-] 41 A Decem ber I 5, I 999 Page 2 ] I I characteristics of the variations. The variations may result in additional costs, and it is suggested that a contingency be provided for this purpose. I I ] t is recommended that we be retained to perform the observation and testing program for the site preparation phase of this project. This will allow us to correlate the soil conditions encountered during construction to the soil borings, and will provide continuity of professional responsibility. I I F.2. Review of Design I This report is based on the design of the proposed residences as submitted to us for preparation of this report. It is recommended that we be retained to briefly review the final design and specifications. With this review, we will evaluate whether any changes in design have affected the validity of our recommendations, and whether our recommendations have been correctly interpreted and implemented in the design and specifications. I I F.3. Groundwater Fluctuations I \.-Vater level readings have been made in the borings at the times and under the conditions stated on the boring logs. These data have been reviewed and interpretations made in the text of this report. However, it must be noted that the period of observation was relatively short and that fluctuations in the groundwater level may occur due to rainfall, flooding, irrigation, spring thaw, drainage, seasonal and annual variations and other factors not evident at the time measurements were made and reported herein. Design drawings and specifications and construction planning should recognize the possibilities of variations. I I I I FA. Use of Report I This report is for the exclusive use of Contractors Property Developers Company and their representatives to use to design the proposed residences described herein and prepare construction documents. The data, analyses and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. In the I I I I i I 1,. 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L:~. ~~: :-"!", -~ oj . .-'~:: ::i~~; ~- . ..1 _:'~: M _ ;, ~'n<..- a;::>S"'I':"~1 ~ j - > ~ ~ .~ . ~ .; - I z u =- w t- ee 0:::: II w * t- m Z I I I I I I I ., I VJ +-> ,-- I Q) E Cl C 0 Ol/)r-f'tJ C Q) +-J +->0>0 <1J.,-- Q) VJ ::J +-> C Q) ~ <1J C <1Jocnc > 0 c.~ W ---1 ''-- 2:: VJ ~Q)::J <1J +-> 0 Q) o ''-- :r: ~ .~ -(/) C U ',-- ..c~Q)> O<1J[/)+-> Q)>.-O>.- +-> Q) Cl Q) OCO.D Q)Q)>.-~ c.9 c.9 CL <I: I I I I J ~i O! I I~ ,,!: '1 l'l':---"-!w !~!!i~~'. !,,-.:..~ :-- I I. ' icr,l 'I !'.J . I,~! II) ri} ~ ~!~ a) ~;<( Q 0 Ii:/, I I ~; ..1 ~j~l~ I z! i~,~ rc:.~a.. !Gl< I qGURE,ji I a Z u w I :) t- ee ~ ! w I at: r-- I . I I ,I II z J I I I i ,I I I f I I' I j I I I I j I I, I I I, II II j >l j I I I 1 l i I I, j I j I I 1 j I J j I +-' C 1 i Q) ! E Q , I C 0 I o ~ '" ! II .~ Q) +-' I +-'>0 '" Q) U) I ::J 0 Q) C .~ I ~ OJ C > c,~ ! W'~L I U) ~ :::5 +-' ",OQ) '" u:r:~ u .~ 0 C -c.~ ..c Q) > UU)+J OJ Q)os- c +JQQ) 00..0 s- <V s- ~ 0 <.0 0... < ..0 o U) I ! ! i~ /c..rI) w '\1 10 ~ L~I,~t~ a 1~1~I~Nl 11~-;~ , !~ I~ I I ! #:)1 f-"'-:I I I if'! ." ~I.. L~I ! ~I~i >:,-, .! _ ! all 012: I ~i fl! Z! ~ I ~ 1".- <(lO""I. CD i ?; '(j E I. ~- ! Q 1- O! Vl FIGURE# Q) +J <0 E x o S- Q Q '" Vl <V +-' o C Q) o ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BRAUN- INTERTEC lOG OF BORING PROJECT: BPDX-99-141A Geotechnical Evaluation Proposed Housing Development Balfany Property Albertville, lVlinnesota BORING: P-1 LOCATION: See attached sketch. Offset 30' N of staked location. CREW CHIEF:Niesen Elev. 953.8 953.0 METHOD: 3 Ji4" HSA. AUlOhamr DATE: JOi6i99 SCALE: I" = 4' I BPF jWL Tests or Notes ~I I Ground surface elevations at , II the bore hole locations were l, 13 provided by Westwooy t~_ Professional Services, Inc. Depth ASTM 0.0 Symbol 0.8' SC SC Description of Materials CLA YEY SAND, black, moist. ..:~. . (Topsoil) '.:./..... 'CLAYEY SAND, brown, mOis.t, stiff. 1....'./..>..... (A lluvlUm) /. ;1.. / <.> /. 949.8 4.0 SC 16 CLAYEY SAND, brown with gray, moist, medium. (Alluvium) 946.8 7.0 8 [,.. , t 12 JI ! I ~ 9 H -J' j 12 , ! 1J -t^j 12 P. SC CLA YEY SAND, with trace of Gravel, brown with iron stains. moist, rather stiff. (Glacial Till) 936.8 17.0 SC CLA YEY SAND, with trace of Gravel, gray, moist, sti ff. (Glacial Till) 3.3 20.5 END OF BORING. Water not observed with 19 feet of hollow-stem auger in the ground. Water not observed to cave-in depth of 13 feet immediately after withdrawal of auger. Piezometer installed. I I I 8PDX-99-14IA Braun Intertec - 12/8/99 P-I page 1 of 1 BRAUN- INTERTEC LOG OF BORING PROJECT: BPDX-99-141A Geotechnical Evaluation Proposed Housing Development Balfany Property Albertville, Minnesota Elev. 954.3 953.41 942.3 12.0 SP 936.3 18.0 SP .)3.8 20,5 BPDX-99-141A BORING: ST-2 LOCA TlON : See attached sketch. rvIETHOD: 3 1/4" HSA, Aurohamr POORLY GRADED SAND. fine-grained, brown. moist, medium dense. (Glacial Outwash) POORLYGRADEDSAND,fi~-ro medium-grained, brown, moist, medium dense. (Glacial Outwash) . !/l CLAYEY SAND. dark brown. moist. SC i(. (Topsoil) t.-.J....-.C... 'CLAYEY SA. ND:. With. trace of Gravel, brown, r/.! mOlst to wet. medlUm to rather stIff. ;'/1 (Glacial Till) r;~1 r' ~- 1/\ G<> ~'I f'/I \:/-';-"'! 1/1 t/-I l'/I I../~--) (' .' 1'/ END OF BORING. Water not observed with 19 feet of hollow-stem auger in the ground. Water not observed to cave~in depth of 14 1/2 feet immediately after withdrawal of auger. Boring then backfilled. Braun Intertec - 12/8/99 DATE: l12 j9 < x 9 , , 11 11 - 25 10/6/99 BPF ~vLI I I ! 7 20 SCALE: I" = 4' Tests or Notes P200 = 39% MC = 20% ST-2 page 1 of 1 I I I I I I I I I I I I I I I I BRAUN- I NTE RTEC PROJECT: BPDX-99-141A Geotechnical Evaluation Proposed Housing Development Balfany Property Albertville, 'Minnesota CREW CHIEF:Niesen Elev. Depth 947.6 0.0 I I 945.9 1.7 CL 943.6 4.0 SC 940.6, 7.0 I I I SC I r f I l 7.1 20,5 I I I BPDX-99-141A t'. ,../..F.... '5.F:.j'.. :.' (" .-/ / //.~:.~/ ~/<:; v:/ i. /. /.'/1 ~/- ;J " ~/./i ~"..,./,..,.,"..F~ :. >' (>) 1/1 ....,........../........./ f/ ://';'/ ~kJ /'CI 1/>1 ~!~>) ~/; ~i/.j. !/ 01' METHOD: 31/4" HSA, Aurohamr Description of Materials ORGANIC CLA Y, black, wet. (Topsoil) SANDY LEAN CLAY, gray, wet, soft. (Alluvium) CLA YEY SAND, gray with iron stains, wet, very soft. (Alluvium) CLA YEY SAND, with trace of GraveL gray. wet, medium to rather stiff. (Glacial Till) END OF BORING. Water not observed with 19 1/2 feet of hollow-stem auger in the ground. Water not observed to cave-in depth of 16 feet immediately after withdrawal of auger. Boring then backfilled. Braun Intertec - 12/8/99 LOG OF BORING BORING: ST-3 LOCATION: See attached sketch. Offset 20' W. of staked location. DATE Tests or Notes SCALE: '1" = 4' 3 LL = 36.2% PL = 17.7% Me = 22.8% , WH/ 9 6 I ~. 8 i II 8 I 7 ST-3 page 1 of 1 BRAUN- INTERTEC PROJECT: BPDX-99-141A Geotechnical Evaluation Proposed Housing Development Balfany Property Albertville, Minnesota CREW CHIEF: Niesen Elev. Depth I ASTM /. 951.6 0.0 Symbol 950.8 I 081 CL I SC I 947.61 ~ t I 937.61 4.0 1.1 20.5 BPDX-99-141A BORING: LOG OF BORING I I I I I I I II II I I i I II I I I I I I I ST-4 LOCATION: See attached skeich. rvIETHOD: :> 1/4" HSA.AulOhamr Description of Materials SANDY LEAN CLAY, dark brown, moist. '// \ (Topsoil) ~;>I 'CLA YEX~SAND, gray with iron stains, moist, k\>1 rather Stltr. . k>! (AllUVIUm) I/)i ~. I CLA YEY SAND, with a little Gravel. brown with iron stains, moist. medium to rather stiff. (Glacial Till) SANDY LEAN CLAY, with trace of Gravel, brown with iron stains. moist, stiff to very stiff. (Glacial Till) END OF BORING. Water not observed with 19 feet of hollow-stern auger in the ground. Water not observed to cave-in depth of 15 1/2 feet immediately after withdrawal of auger. Boring then backfilled. Braun Intertec - 12/8/99 DATE: 10/5/99 SCALE: I" = 4' Tests or Notes ] I~ 10 P200 = 41 % MC = ]7% ---1-< 9 8 ", 12 -----t< -.:1 19 231 15 ST-4 page 1 of 1 I I I I I I I I I I BRAUN- INTERTEC PROJECT: BPDX-99-141A Geotechnical Evaluation Proposed Housing Development Balfany Property Albertville, lVlinnesota CREW CHIEF: Niesen Elev. I Depth i ASTM I 950.4 0.0 i Symbol I , . 949.6 0.8 i SC CL 946.4 40 CL 943 A/ 7.0 l SC ~ ~ L I I I I I I I I I _9.9 20.5 I I I BPDX-99-141A METHOD: 3 1/4" HSA, Autohamr Description of Materials CLA YEY SAND. with organic fines, dark brown, \ mOlSt. \ (Topsoil) SANDY LEAN CLAY, gray, moist to wet, rather stiff. (Glacial Till) SANDY LEAN CLA Y, gray with brown, moist, rather stiff. (Glacial Till) lOG OF BORING BORING: P-5 LOCATION: See attached sketch. DATE: or Notes SCALE: 1" = 4' Tests (< 9 ~< I LL = 30.3% PL = 17.6% MC = 17.8% CLA YEY SAND, with trace of Gravel, brown with 11 iron stains, moist, rather stiff to stiff. (Glacial Till) with layer of Poorly Graded Sand with Silt at 20 feet END OF BORING. Water not observed with 19 feet of hollow-stern auger in the ground. Piezometer installed. Braun Intertec - 12/8/99 1 , 10 I' I ~ 10 I -A 16 23 ~l P-5 page 1 of 1 I I I I I II I BRAUN- I NTE RTEC LOG OF BORING PROJECT: BPDX-99-141A GeotechnicalE valua tion Proposed Housing Development Balfany Property Albertville, l\linnesota BORING: ST-6 LOCATION: See attached sketch. CREW CHIEF:Niesen EJev. I Depth ASTM I 952.7 0.0 Symbol Description of Materials 951.9 0.8 CL ~j} LE~N CLAY, with organic fines, dark brown, CL ~X~ \molSt. (TOpSOIl) ~~ SANDY LEAN CLAY. with a little Gravel, gray ~~; with iron stains, moist, mediu~. ~.~:.~ (GlacIal Till) ~~ Wm f;{o/ r~;;:; rj;'/'. v;-(;;: Y>~(:>/. METHOD: 31/4" HSA. AUlohamr 10/5/99 DATE: SCALE: 1" = 4' I BPF ~vd Tests or Notes / 6 x 8 U8 ~1 ~ 10 ~ ! I V' 12 r' 945.7 I I I II I. I I I I I CLA YEY SAND, with a little Gravel, brown with iron stains, moist, medium to rather stiff. (Glacial Till) J I -j 934.7 18.0 SANDY LEAN CLAY, with trace of Gravel, brown to dark brown, moist, very stiff. (Glacial Till) 26 2.2 20.5 END OF BORING. Water not observed with 19 feet of hollow-stem auger in the ground. Water not observed to cave-in depth of 14 1/2 feet immediately after withdrawal of auger. Boring then backfilled. j I I I BPDX-99-14IA Braun Intertec - 12/8/99 ST-6 page 1 of 1 I I I I I I I BRAUN- INTERTEC LOG OF BORING PROJECT: BPDX-99-141A Geotechnical Evaluation Proposed Housing Development Balfany Property Albertville, Minnesota CREW CHIEF: Niesen Elev. Depth I ASTwI I 966.3 0.0' Symbol Description of Materials I SC 1/:/ CLAYEY SAND, black, moist. 965.3 l.0 1/, (Topsoil) ISM .... I", ...... SILTY SAND, fine-grained, brown, moist, loose. - . ..... (Alluvium) I I - I I I I I I I I I 959.3 I I 7.0 I .... SP-SMiJ I III I .1., L- - t II i I 11'1 sc ~ ~...;... Sj/.... // /: /~j t)/ )( pt !-- - - L.. 954.3 I i I I - r 12.0 i l- ~ - ~5.8 70.5 - !-- - I I - - - I BPDX-99-141A I METHOD: 31/4" HSA, Aurohamr I .'1 > I I i I POORL Y GRADED SAND with SILT, fine-grained, brown, moist, very loose to medium dense. (Alluvium) CLA YEY SAND, with trace of Gravel, brown, moist, stiff to very stiff. (Glacial Till) END OF BORING. Water not observed with 19 feet of hollow-stem auger in the ground. Piezometer installed. Braun Intertec - 12/8/99 BORING: P.7 LOCA TION: See attached sketch. DATE: I SCALE: ] 0/5/99 fBPF kL/ I Tests 7 -r. 7 v - - _. 10 .< - , 4 -' I - 13 I -r i t:/ 15 - - ---1< 19 - - - - - 17 - - - - - - - - - - - 1" = 4' or Notes I I I I I I I I I I i ! ! I J i , I i ! I I I ! I I I I I I P-7 page 1 of 1 BRAUN- INTERTEC LOG OF BORING I I I I I I I PROJECT: BPDX-99-141A BORING: P-8 Geotechnical Evaluation LOCATION: Proposed Housing Development Balfany Property See attached sketch. Albertville, Minnesota CREW CHIEF'Niesen I METHOD: 3 1/4" HSA, Aurohamr DATE: ] 0/6/99 I SCALE 1" = 4' Elev. Depth ASTM IBPF ~LI 948.9 0.0 Symbol Description of Materials Tests or Notes , ()AO " r './,/,// LEAN CLAY, with organic fines, black, moist. J I / 'V.V v../ \ ~ - OL IT \ (Topsoil) II ORGANIC CLAY, black, moist, medium. ~I , l- i' (Topsoil) --l 8 I L I I l- II' t 944.9 4.0 ,:\ ; . CL //;;:;:; LEAN CLAY, mixed with Organic clay, gray and L f-- /0 black, wet, rather soft. __L 5 ~~ (Alluvium) l.. 942.9 6.0 /. // CL ~. LEAN CLAY, gray with brown, wet, rather soft. ~~ (Alluvium) ~.., 4 I P200 = 87% " I /~ ~'.' , I MC = 31 % I V//;/ I I I ~ -1 I ;>/~/ ~ [xl 4 - r/ // -----' ,j r;~ LL = 39.1% v/;'. . I ~/ /% ~ PL = 22.8% I ~//// I MC = 31.5% I 936.9 12.0 V//:/ I //// CL v/h/ LEAN CLAY, gray, wet, medium. < 7 I ! ///j; ! I I ,//,./ , I- ~/ (Alluvium) ~ Y . 'h I 934.9 14.0 ./% I /..=-/ SC V) CLAYEY SAND, with trace of Gravel, gray, wet, ~ I I I-- ft medium. ----P' 8 ~ I (Glacial Till) ^ I- /j - j /: l- V;; - r% - - 928.4 t%. - 8 20.5 - END OF BORING. - Water down 15 feet with 19 feet of hollow-stem I- auger in the ground. - - - Piezometer installed. '-- -- c- - - - - - - I- - I I I I I I I I I BPDX-99-141A Braun Intertec - 12/8/99 P-8 page 1 of 1 I I I I BRAUN- INTERTEC LOG OF BORING I I I I I I PROJECT: BPDX-99-141A Geotechnical Evaluation Proposed Housing Development BaIfany Property Albertville, l\linnesota BORING: ST-9 LOCATION: See attached sketch. 946.6 6.0 , SC CLA YEY SAND, with a little Gravel, brown with iron stains, moist, rather stiff to stiff. 11 (Glacial Till) I ~ I 11 11 I II j I I Ix 14 I 14.0 I b( 938.61 CL SAND Y LEAN CLAY, with trace of Gravel, gray with iron stains, moist, rather stiff. 12 (Glacial Till) CREW CHIEF:Niesen Elev. Depth I ASTM 952.6 0.0 Symbol 951.81 0.8 SC SC METHOD: 3 114" HSA, Autohamr DATE: Description of Materials CLAYEY SAND, dark brown, moist. (Topsoil) CLA YEY SAND, with a little Gravel, brown with iron stains, moist, medium to rather stiff. (Glacial Till) I I I I I I I 934.6 18.0 (Glacial Till) SC/ CLAYEY SAND, with trace of Gravel, gray, moist, . rather stiff. 2.1 20.5 END OF BORING. I I Water not observed with 19 feet of hollow-stem auger in the ground. Water not observed to cave-in depth of 14 feet immediately after withdrawal of auger. Boring then backfilled. I I I BPDX-99-141A Braun Intertec - 12/8/99 'BPF ~d f I I I 9 9 SCALE: Tests }" = 4' or Notes ST-9 page 1 of 1 PROJECT: BPDX-99-141A BORING: P-10 Geotechnical Evaluation LOCATION: Proposed Housing Development Balfany Property See attached sketch. Albertville, Minnesota CREW CHIEF:Niesen 1 METHOD: 31/4" HSA, Autohamr DATE: J 0/6/99 I SCALE J" = 4' Elev. I Depth ASTM I BPF ~L 950.9 0.0 Symbol Description of Materials Tests or Notes 1---949.71 SM 1"1 SILTY SAND, fille-grained, dark brown, moist. I , I 1.2 ,.'1 (Topsoil) ~< I SC /.> CLAYEY SAND, brown to gray, moist, medium. I--- ./: /:/ (Alluvium) 6 I- {~ ~' I 946.91 4.0 j T SC '/'".' CLAYEY SAND, brown with iron stains, medium. f.- /y (Alluvium) -( 7 I 1t ,. I- - 943.9 7.0 I SC k"' CLAYEY SAND, brown with iron stains, moist, J 16 P200 = 42% I / ( stiff. IMC c 17% I (Glacial Till) ',{. with trace of Gravel at 7 1/2 feet - I - C/ - 13 I // I V/I - i I 938.9 12.0 f/,j I .- /.. I I sc r~1 CLAYEY SAND, with trace of Gravel. brown, t., 14 I moist, stiff. r< I , -' I I ~ (Glacial Till) I - - I r0 - 14 I ~ - - I- ~? - -/ I- /:.' - % hnOA vj - 17 20.5 I- - END OF BORING. I--- - I- Water not observed with 19 feet of hollow-stem - auger in the ground. I--- - Piezometer installed. f.- - - - - - - - - BPDX-99-141A Braun Intertec - 12/8/99 polO page 1 of 1 I I I I I I I I I I I I I I I I I I I BRAUN- INTERTEC LOG OF BORING I I I I I I I BRAUN- INTERTEC lOG OF BORING I PROJECT: BPDX-99-141A BORING: ST -11 Preliminary Geotechnical Evaluation LOCATION: Proposed Housing Development Albertville, Minnesota See attached sketch. , CREW CHIEF: McWilliams T METHOD: 31/4" HSA. Autohamr DATE: 10/27 /99 I SCALE: 1" = 4' Elev. Depth ASTM BPF ~L! 946.5 0.0 Symbol Description of Materials Tests or Notes SM I SILTY SAND, fine-grained, dark brown, moist. I I I (Topsoil) - Ground surface elevations at the borehole locations were 944.5 2.0 ,I provided by Westwood SC /' CLAYEY SAND, dark brown, wet. 2 ;/ x Professional Services, Inc. /~~ (Topsoil) -,' I ~/ - 941.5 5.0 1/'> 6 SC r CLAYEY SAND, with a little Gravel, brown and " I- ~I gray with iron stains, moist, medium to stiff. - I- (Glacial Till) I -b 16 I 0< I C-. - , :;;r I i 937.5 9.0 i I: /'." I SC t/-~~> CLAYEY SAND, with a little Gravel, gray, moist x I I k> to wet, medium to 'athee sUff. . ] 8 I I - I I f/' (Glacial Till) " j f-- / I ,r:-..../.' r /: I I e- V/ t" i 9 "/ f-- c:;> - e- X' - -."/ f-- !a C< 10 -, I /:'y I -x-~ />, - :1; - //: - /,> /; - ;/ / ' Y26.0 >t - 9 20.5 - END OF BORING. - Water not observed with 19 feet of hollow-stem ~ auger in the ground. - Water not observed to cave-in depth of 3 feet I-- immediately after withdrawal of auger. - l- Boring then backfilled. - e- - ~ - ~ - - - I - - I BPDX-99-141A Braun Intertec - 12/8/99 ST-ll pagelofl I I I I I I I I I I I PROJECT: BPDX-99-141A BORING: ST -12 Preliminary Geotechnical Evaluation LOCA TION : Proposed Housing Development Albertville, Minnesota See attached sketch. , CREW CHIEF: McWilliams I METHOD: 3 1/4" HSA, AUlohamr DATE: 10/27/99 I SCALE: 1" = 4' Elev. Depth ASTM I 943.9 0.0 Symbol Description of Materials BPF WL Tests or Notes SM .J SILTY SAND, fine-grained, dark brown, moist. I (Topsoil) - 941.9 2.0 OL . . ORGANIC CLAY, black, wet, rather soft. f; 4 . . (Topsoil) ~ I ~ - I 938.9 5.0 2 I CL 0. LEAN CLAY, gray, wet, soft. ~ (Alluvium) r- I ~ - I ~ !- /;~ -t^- I I ~f;;. 2 I I I < I ~ i !- - I :(-./; 934.9 9.0. :/,..j: i SM SILTY SAND, fine-grained, gray, waterbearing, ! r- loose. -~ 5 i (Alluvium) ! i - '1 l i 931.91 12.0 I ] I i I I SC /> CLAYEY SAND, gray, wet, loose. I>' 6 " i - /y (Glacial Till) - I I ~ r I I ~~I - I -, 6 I I~ j - f I I - ~ - - ~3.4 - 7 20.5 - END OF BORING. !- - Water not observed with 19 feet of hollow-stem - r- auger in the ground. - - Water not observed to cave-in depth of5 feet - immediately after withdrawal of auger. - - Boring then backfilled. - - - - - - - - - - BPDX-99"141A Braun Intertec - 12/8/99 ST-12 page 100 I I I I I I I I I I I I I I I I I I I BRAUN- INTERTEC LOG OF BORING I I I I I BRAUN- INTERTEC PROJECT: BPDX-99-141A Preliminary Geotechnical Evaluation Proposed Housing Development Albertville, l\iIinnesota CREW CHIEF:McWilliams Elev. Depth I' ASTM 983.4 0.0 Symbol SM 981.9 1.5 I I I I I I I 972 .4 11.0 I I ").9 20.5 I I I I I BPDX-99-141A sc <> ;~/'_::/ /" SC METHOD: 31/4" HSA, AUlohamr Description of Materials SILTY SAND, fine-grained, dark brown, moist. (Topsoil) CLA YEY SAND, with a little Gravel, brown, moist, rather stiff to very stiff. (Glacial Till) CLA YEY SAND, wirh a lirtle Gravel, brown with iron stains, moisr, sriff [0 hard. (Glacial Till) END OF BORING. Water not observed with 19 feet of holIow-stem auger in the ground. Water not observed to cave-in depth of 12 feet immediately after withdrawal of auger. Boring then backfilled. Braun Intertec - 12/8/99 LOG OF BORING BORING: ST -13 LOCA TION: See attached sketch. DATE: 10/27/99 SCALE: I" = 4' BPF ~L Tests or Nores -n I I 16 I f< I , -----+:- ] 3 r--. H I JJ rAl 13 ~ 1 11 18 1 ] 89 ST-13 page 1 of 1 BRAUN- INTERTEC PROJECT: BPDX-99~141A Preliminary Geotechnical Evaluation Proposed Housing Development Albertville, lVIinnesota CREW CHIEF: McWilliams Elev. Depth ASTM I 968.0 0.0 Symbol I SM 966.5 I 962.0 I 6.0 I 957.0 I 7.5 20.5 BPDX-99-141A 11.0 I I I I I I METHOD: 3 1/4" HSA. AUlOhamr Description of Materials SILTY SAND, fine-grained, dark brown, moist. (Topsoil) CLA YEY SAND. brown, moist, medium to rather stiff. (Glacial Till) CLA YEY SAND, with a little Gravel, brown, moist, medium to rather stiff. (Glacial Till) CLA YEY SAND, with a little Gravel, brown with iron stains, moist, very stiff. (Glacial Till) END OF BORING. Water not observed with 19 feet of hollow-stem auger in the ground. Water not observed to cave-in depth of 5 feet immediately after withdrawal of auger. Boring then backf1Iled. Braun Intettec - 12/8/99 lOG OF BORING BORING: ST-14 LOCATION: See attached sketch. DATE: 10/27/99 SCALE: I" = 4' BPF ~d Tests or Notes I ~< 6 , 10 10 ~ ~8 . I l'81 I I ------;.. 26 30 ST-14 page 1 of 1 I I I ,I I II I II I II i II I I ! I I I I I I I I I I I I BRAUN- INTERTEC I I I LOG OF BORiNG PROJECT: BPDX-99-141A Preliminary Geotechnical Evaluation Proposed Housing Development Albertville, Minnesota CREW CHIEF:McWilliams E1ev. Depth A.STM [I 951. 1 0.0, Symbol PT 1--- I I I - 944.1 7.0 I I IOL I ~ I I-- I I r-- 939.1 1/.0 PT r-- e- I >-- I e- e- I I I I I I - I I 927.1 24.0 BORING: ST-15 LOCATION: See attached sketch. I METHOD: 31/4" HSA, Autohamr I SCALE: DATE: =-=-= I ~l 10/26/99 I BPF wd , i I 1 JI/W II r -t H/W~ I i .. ,'H/W I I i I ~HiWr ~ I 1 II i~ $I!!\V~\; itHiWL --; I - I or Notes 1" = 4' Description of Materials PEA T, brown, moist to wet, very loose. (Swamp Deposit) Tests I~== I"'-"-=- 1- -- : I: : I. ' II: I I:l! ORGANIC CLAY, well decomposed, black, wet, very soft. (Swamp Deposit) PEAT, well decomposed, black, wet, very loose. (Swamp Deposit) -- -I ",-,,) END OF BORING. - - - ~ liWf - - - -;' 5 - I SC 1/>.... CLA YEY SAND, gray, wet, rather soft. 926.1 25.0 /,'-. (Alluvium) - I r-- r-- I I-- - I BPDX-99-141A Water not observed with 23 1/2 feet of hollow-stem auger in the ground. - - Water observed at 12-foot depth immediately after - withdrawal of auger, _ Boring then backfilled. - Braun Intertec - 12/8/99 ST-15 page 1 of 1 BRAUN- INTERTEC PROJECT: BPDX-99-141A Preliminary Geotechnical Evaluation Proposed Housing Development Ai bert ville,:Minnesota CREW CHIEF. McWilliams Elev. Depth I ASTM 969.4 0.0 I Symbol 968.4 1.0 SM I I SM - 960.4 - - - I- 1948.9 20.5 l- I- l- I- >-- I- - - - BPDX-99-141A 9.0 II . I I >1 sc r/' '/. .:;/ ;:: :<>~: /~ ~ ~z';/ ~:~> /"/ .6 ~ o I METHOD. 3 1/4" HSA, Autohamr LOG OF BORING I BORING: ST-16 LOCA TION: See attached sketch, DATE. I SCALE: 10126/99 I BPF ~d II I ']1 I ~ 1511 I '< , I ~ 151 11 ~ 161 1 -f4 I I 'I i I i 121 I 111 ] III i ~I I I , 9 I - I I I Description of Materials SILTY SAND, fine-grained, dark brown, moist. (Topsoil) SIL TY SAND, fine-grained, brown, moist, medium dense. (Alluvium) CLA YEY SAND, with a little Gravel, brown and gray with iron stains, moist, rather stiff. (Glacial Till) END OF BORING. Water not observed with 19 feet of hollow-stem auger in the ground. Water not observed to cave-in depth of 12 feet immediately after withdrawal of auger. Boring then backfilled. Braun Intertec -12/8/99 Tests - - - - - 11 - - - - - - - - - - - I" = 4' I I I or Notes I I I I I I I I I I I I I I ST-16 page 1 of 1 I I I I I I I I I I I I I I I I I I I I BRAUN- INTERTEC PROJECT: BPDX-99-141A Preliminary Geotechnical Evaluation Proposed Housing Development Albertville, l\1innesota CREW CHIEF' McWilliams Elev. Depth' A. S.TMj' 964.1 0.0 Symbol I SM I .1 962.6 1.5 ~// r>q I/>i ~;~;' /> ~:r/._:>~ I~<:->, r./ ~ ~// nr r../f [//. ~~.. t? f/> V'-:/ V> I (/ ~!: 946.1 18.0 SC 3.6 20.5 BPDX-99-141A METHOD: 3 1/4" HSA. Autohamr DATE: Description of Materials SILTY SAND, fine-grained, dark brown, moist. (Topsoil) CLA YEY SAND, with trace of Gravel, brown with iron stains, moist, rather stiff to very stiff. (Glacial Till) CLA YEY SAND, gray, wet, stiff. (Glacial Till) END OF BORING. Water not observed with 19 feet of hollow-stem auger in the ground. Water not observed to cave-in depth of 12 feet immediately after withdrawal of auger" Boring then backfilled. Braun Intertec - 12/8/99 LOG OF BORING BORING: ST -17 LOCA TION: See attached sketch. 10126/99 , I' . I i I BPF WL/ II 3J [.q 10 SCALE: I" = 4' Tests or Notes P200 = 47.2% Me = 14.9% 14 -< J , 16 I 116 tl 18 -R ~ 15 ST-17 page 1 of 1 BRAUN- INTERTEC LOG OF BORING I PROJECT: BPDX-99-141A BORING: ST-18 Preliminary Geotechnical Evaluation LOCA TION: Proposed Housing Development Albertville, lVIinnesota See attached sketch. , CREW CHIEF:McWilliams I METHOD: 3 1/4" HSA. Autohamr DATE: 10/26/99 1 SCALE: 1" = 4' Elev. Depth I ASTM I , I I' I BPF IWd 959.9 O~O Symbol Description of Materials Tests or Notes SM '1\ SILTY SAND, fine-grained. dark brown, moist. ~I I 958.4 1.5 SC j:~ CLAYEY SAND, brown with iron stains, rather I - L stiff. " 10 :~< (Alluvium) - < I 955.9 4.0 :9~~ CL %/ SANDY LEAN CLAY, with a little Gravel, brown I /~- /:/ with iron stains, moist, medium to rather stiff. 8 - iJ3 ~. J :::ii (Glacial Till) x J -/..( - 1f!- - - ;;(/ f/// -E ~1 8 I - ~/; -+" , I, I I ;:;2;; i - I ~ I I 'i/.-: -l 8 I I - I -/- J I I r' ] \ I I I- -':~~;;; I //////_' I i @;;.. I I I- /;// 11 I ~: 12 I " I I I I- />~ - I I 945.9 14.0 I v:;;/ I Y'/..-;:X I SC [// CLAYEY SAND, with a little Gravel. brown with \ - / iron stains, moist, stiff. -, 14 /~: (Glacial Till) I I // - I / - 941.9 18.0 < SC % CLAYEY SAND, with a little Gravel, gray with ~" ',/ iron stains, moist, hard. - 0 (Glacial Till) 42 939.4 20.5 - ~ END OF BORING. - - Water not observed with 19 feet of hollow-stem ~ auger in the ground. f- - Water not observed to cave-in depth of 13 feet f-- immediately after withdrawal of auger. - f- Boring then backfilled. - f- - f- - - - ~ - l- - I I BPDX-99-141A Braun Intertec - 12/8/99 I I I I I I I I I I I I I I I I I ST-18 page Ion I I BRAUN- INTERTEC I I PROJECT: BPDX-99-141A Preliminary Geotechnical Evaluation Proposed Housing Deyelopment Albertville, Minnesota I I CREW CHIEF: McWilliams Elev. Depth I ASTM 957.5 0.0 Symbol SC 956.0 1.5 I 953.5 4.0 I I I 946.5 11.0 I I I I 7.0 20.5 I I I I I I BPDX-99-141A sc sc sc METHOD: 3 1/4" HSA. AUlOhamr Description of Materials CLA YEY SAND, black, moist. (Topsoil) CLA YEY SAND, brown with iron stains, moist, sti ff. (Alluvium) CLA YEY SAND, with a little Gravel, brown with iron stains, moist, rather stiff to very stiff. (Glacial Till) CLA YEY SAND, with a little Gravel. gray with iron stains, moist to wet, medium to stiff. (Glacial Till) END OF BORING. Water not observed with 19 feet of hollow-stem auger in the ground. Water not observed to cave-in depth of 13 feet immediately after withdrawal. of auger. Boring then backfilled. Braun Intertec - 12/8/99 LOG OF BORING BORING: ST-19 LOCi\. TION: See attached sketch. DATE: 10 /27/99 I BPF ~L 14 13 ~ 17 r I 1 (, H i I ~ 13 , 10 I 8 SCALE: I" = 4' Tests or Notes ST-19 pagelofl BRAUN- INTERTEC LOG OF BORING I PROJECT: BPDX-99-141A Preliminary Geotechnical Evaluation Proposed Housing Development Albertville, Minnesota CREW CHIEF: McWilliams Elev. Depth I ASTM 954.5 0.0 Symbol SC 950.5 947.5 945.5 4.0 20.5 BPDX-99-141A 4.0 7.0 9.0 CL SC SC BORING: ST-20 LOCA TlON: See attached sketch. METHOD: 3 1/4" HSA, Autohamr DATE: 10126199 Description of Materials CLA YEY SAND, black, moist to weL (Topsoil) 2 LEAN CLAY, with a little Gravel, brown, moist to I wet, rather stiff. --f: 9 (Glacial Till) f CLA YEY SAND, gray with iron stains, moist to 14 wet, stiff. (Glacial Till) CLAYEY SAND, with a little Gravel, gray, moist i I to wet, medium to verv stiff. ---'-< 8 (Glacial Till) , 9 9 19 END OF BORING. Water not observed with 19 feet of hollow-stem auger in the ground. Water not observed to cave-in depth of 14 feet immediately after withdrawal of auger. Boring then backfilled. Braun Intertec - 1218199 SCALE: Tests P200 = 51.6% Me = 26.4% 1" = 4' I I I I or Notes I I I I I I I I I I I I I ST-20 page 1 of 1 I I Descriptive Terminology I ~~r~ Standard D 2487 - 93 Classification of Soils for Engineering Purposes (Unified Soil Classiication System) I I Criteria for Assigning Group Symbols and Group Names Using laboratory Tests " 01 Cia ifi a . on ~ Group S bol Group Nome l" I (; I Graveb Cl&On Grovels C > A and 1 <C < 3 < :":-::1 More rhan 50~~ Of len thon .5% fines' C < Acnd/or 1 > C > 3 < o . i '" C .1 coor~e hOCllOn ." <; ~I Grovels with fines Fines dOHifv os Ml or MH ~ ! reroineo on " .- ~o No. J. sieve Mote thon 12~~ hnes ~ rines oassifv as Cl or CH eoo mV'lN! Clean Sands C > 6 and 1 <C < 3 c 4, g 01 Sands = -= Z I 50~~ or more ot less fhon 5~:' fines <# C < 6 and/or 1 >C > :3 ~ o c:.' c. Sands with Fines Fines claslify os Ml or MH o - Icoorse rrOdlon posses V ~ I No. J sieye More ,hon 12~~ iines J Fines cimsiiy as Cl or CH t I . i ~-" I '0""0 r VI ~ ~ -c :,-, .~ ~ 0.. - .= ~g a 0 N mE. o 0 Z ~~ Inorganic ; PI > 7 and olors on or :::bove ~:." iine J j PI < A. or aims beio'W" 'F;"'''' line J I liquid Jimil- oven dried < 0]5 J liquid limit + nol cried ! PI pials on or above" A" line ! PI plOIS beiow "A" line ;liouid hmit - oven dried < 0.75 ! liouid limll . nor tiriec CH MH OH Silts and Clays liquid limii less than 50 orgonlc I inorganic Silh and Clays liquid Ji-mlt 50 or more organIc I Hionly Oroani::: Soils Pru'norilv oraanic moner car.. In cator cno oroonlC acior I PT I Based on the mOlerioi DOHlng the ]-lr- (75-mmt }I~"'~ b. If heid }omole comoJr'lf'lO cobble!. or Devlcen. Of ::>orn. ood I.N1ril cootif'l} or tx)uioer:l.. at bom_1 10 gtoup nome_ Grovel} -,.,nth .5 fa : 2~~ hneJ, 'tlOI.me duoi }vmooi} GW-c'M ""'ei~rooed gravei Wlrh }lll GW.GC weli...-.:Jrooect qrovel with ciay GP.GM poorl~ graded 9rov~ """th }jlt G?-GC poorly groo&o qro"ei ""'1m cioy Sana} w.th 5 b i ::':~ iJr'l&} requtre 01.10; }ymook SIN.$M ....ei~fooeci }onO ......ith }iit .s.W-SC _ei'-9rocieci }onci _,m doy SP.SM DOonv ~lTacied sand w,m }III SP.SC DOo,iv aroaec }ond Wttt! cioy - Dod'D." C," fD~7':= If so:, conJom} ~ i5~;'~~:d~~cid .with }ond" ~ grouo f'lorre ~. If Tone} CiOHltv O} Ct-^'\l. :J~~ duai }vmboJ GC-3M Cf SC.SM If line} ore olQonic ood I _,,"oroome hne}. to Qrouo name_ 1I soii conlo\O; > 15~.. aro"ei . ood ._ilh arovel.:o orouo nome. f! AftefOefO iim~} PiOf i~ nOlc~ed oleo. ~il i} a Cl.ML slhy day JI }Otl conl~in~ 15 fO 29~~ Div} No. 200, ood ~"",ih wn{r or . ......ith 9tc"ei_ - wrucnever H o,eoominont II }oii conlolf'ls ~ 30<;.;. plUS No 100. preoomlnonnv ~ond. cod. mnoy. :0 grovo nomf! If lOil conJOins ~ JO~~ oiu~ Nc_ 200, preciomlnonriy grovei. cod 'gro..eilv. to grovo nome Fi.:::. 4 Dna piOI~ or: at 01:-0". -.Alline. PI <: .4 or pJot$ Deia..... 1;"_ hne. r PI picrs on or QOov~ ';... line q. PI ojot~ beiow . A. i,ne. I I I I 00 for das.Uhcorion uf finte-9rain.eci soils and fine-gnnned fnKrion of coone soiU. I 50 C. X 40 CI) -0 -= 30 i::" .~ 20 ':; c c. Verln:OI Of Ll- i 6 Ie 1'1..7 tfMn ;::i..O.y iU'ol E::JuolI,," Of . A. ;tn.: HOrlzontol OIP;..~ 10 ii...25..5, ti-.." ?1-0.7J-llt-2QI E ovellon 0: .U. ;....~ I I 10 7 .\ . o o 90 I 10 16 20 30 40 50 60 70 80 I liquid Limit (U) Laboratory Tests I DO WD MC II Pl PI P:200 cu qp Dry density, pcf Wet densiry, PcT NaTural moisture content, ~~ liauid limit, ~;, Plasti:: limit, ~;, PlasTiciry index, % ~;, passing 200 sieve OC S SG C o G'oN Wef~roded grovel f G? Poor~ graded grovelr GM SillY orovell.~ GC Clayey grovel fS-D SW We'41radeci send' SP Poorly grocied sand I SM Silty ,and JJU SC Clayey ,ond"" Q Ml Ot leon ci Silt u.... Organ ic doy lJ...a..B Orgonic .silt U.D..<> Fo,.day JJ.lIt Elastic sill u_.... Orgonic cloy /.JJ>I-P OrgontC ~ilr U-"'-'l Peor 100 110 ?rganic ~::lntent, ~;, rercent or saTuration, ~~ Soeciric graviry Cohesion, psf Anaie of internal friction Un~onfinea compressive strenath, PST Pocket penetromerer srrength, 7ST . I Particle Size Identification Boulders ._.............. ........... over 12" Cobbles w.._.__......._......._._.. 3" to 12" Gravel Coarse ................_..........3/4" to 3" Fine .---........................... No.4 to 3/4" Sand Coarse ..-..._.._.. ........_....._ No.4 to No_ 10 Medium ..._............,_........ No_ 10 to No. 40 Fine ._............_....___.._.._.._ No. 40 to No. 200 Silt ...._..___.._._.._._....._.._.___... No. 200 to .005 mn Cloy ---..-.-.....-....................Iess than .005 mm Relative Density of Cohesionless Soils .very loose loose medium dense dense very dense o to 4 BPF 5 to 1 0 BPF 11 to 30 BPF 31 to 50 BPF over 50 BPF Consistency of Cohesive Soils very soft ....................___.....0 to 1 BPF soft .-.-...............................2 to 3 BPF rather soft ....___.........___....... 4 to 5 BPF medium ....................._.......6 to 8 BPF rother stiff ..___..................... 9 to 12 BPF stiff .._............................ 13 to 16 BPF very stiff .___..._................. i 7 to 30 BPF hard ........ ..._..............___.... over 30 BPF Drilling Notes Standard Denerration test borinos were advanced bv 3 1/4" or' 6 1 /4# ID hollow-srem aueers unless nOT~c' other- wise. Jettina WOIer was used tc clean our auaer Drior to sampiing only where indicated 0n log~. Standard penet:"otion test borings are designored by the prefix "ST" [Soiit Tuoej. Pow~r aug~~ ~oring~ ;vere advanced_ bX ~" o~~~/' ~jamerer{ conltnuous-rl.aht, sol'o-stem oueers. )OH ctessrrrcaflcns end slrata deaths ~ere inferred fran:, disturbed samples aueered to the surface and orer therefore, somewnor aoproximore. Powe, auger borings ore aesignated by the prefix "B". Hand auger borings were advanced manually with a J 1/2" diameter auaer and were limited to the deoth from whiCh the aU\ler couldbe man~ai!x ';;ithdrawn. hand auger borings ore indIcated by the prefix H . Sampling: All samples were taken with the standard 2" CD soliHube sambler, exceotwhere norea. TW indicOles thin- "";'alled (undisturbedl tube sampie. BPF: Numbers indicate blows oer foot recorded in standard penetration testr also known os '''N'' value. The sampler wos 51 6" into undisturoed soil below the hollow-stem auger. Driving resistances were then counted for second and third 6# increments and added to get BPF. Where they differed ~ignificantly, ther .are r;poned in the following form: 2/12 for toe second and tturd 6 mcrements, respecltvely. WH: WH indicates the samoler penerrated soil under weight of hammer and rods eione; driving not required. WR: WR indicates the sampler penetrared soil under weigh; c 'roas alone; hammer weight ana ariving not required. Note: All tesrs were run in oeneral cccordance with aooli- coole ASTM sranoards. - , . BRAD N'M INTERTEC Rev. 2/9