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Z-D1 229 Valley\Nest Ph, 1 a �. Parks System Master Plan-OLD VERSION Bczeman Lakes, LLC } 0 i Project Manual for DEC 0 7 2006 DEPARTMENT OF PLANNING ' OMMUNITY DEVELOPMENT VALLEY WEST SUBDIVISION WETLAND COMPLEX CONSTRUCTION IMPROVEMENTS BOZEMAN, MONTANA ' November 2006 1 i Note: Bid form shall not be removed from this bound copy. Prepared by: 17 Bid Form Signed MORRISON 17 Addendums Acknowledged I �0 i MERLE, INC. ' 10% Bid Security Enclosed An Employee-OwnedCumpany Bozeman, Montana Name of Bidder Address Telephone No. Project No. 3384.038.010.0310 Set No. I� i N:\3384\038\Design Does\Specs\cover.doc 11/15/06 p L� C� C� OMC� ' PROJECT MANUAL DEC O '7 2OO6 FOR DEPARTMENT OF PLANNING ' AND COMMUNITY DEVELOPMENT VALLEY WEST SUBDIVISION —WETLAND COMPL Construction Improvements ' FOR BOZEMAN LAKES, LLC ' Prepared by: [Q.A. Sticker) ' Morrison-Maierle, Inc. 901 Technology Blvd. PO Box 1113 ' Bozeman, MT 59771-1113 Phone: 406-587-0721 ' Fax: 406-587-1176 November 2006 [ SEAL ] Written By: KDJ Checked By: JRN Approved by: Kevin D. Jacobsen, P.E. [Project Manager or Project Principal] ' PROJECT NO: 3384.038.010.0310 ' N:\3384\038\Design Docs\Specs\cover2Af 11/15/06 1 ' •TABLE OF CONTENTS J ' VALLEY WEST SUBDIVISION —WETLAND COMPLEX SECTION TITLE J WHITE PAPER 00100 INVITATION TO BID 00200 INSTRUCTIONS TO BIDDERS ' YELLOW PAPER 00300 BID FORM WHITE PAPER 00500 AGREEMENT FORM ' 00610 PERFORMANCE BOND (EJCDC No. C-610, 2002 Edition) 00615 PAYMENT BOND (EJCDC No. C-615, 2002 Edition) ' BLUE PAPER 00700 STANDARD GENERAL CONDITIONS FOR THE CONSTRUCTION CONTRACT (MMI No. C-700, 2002 Edition; Issued 6/30/03) 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS, WHITE PAPER MISCELLANEOUS FORMS NOTICE OF AWARD NOTICE TO PROCEED CHANGE ORDER ' FIELD ORDER WORK CHANGE DIRECTIVE ORDER TO CONTRACTOR TO SUSPEND WORK ' ORDER TO CONTRACTOR TO RESUME WORK APPLICATION FOR PAYMENT CERTIFICATE OF SUBSTANTIAL COMPLETION ' CONTRACTORS CERTIFICATE AND RELEASE YELLOW PAPER ' 00910 SPECIAL PROVISIONS CITY OF BOZEMAN MODIFICATIONS REFERENCE ' GREEN PAPER ' Table of Contents— Page 1 of 2 N:\3384\038\Design Docs\Specs\toc.doc 11/22/015 • TABLE OF CONTENTS — CON• VALLEY WEST SUBDIVISION —WETLAND COMPLEX ' TECHNICAL SPECIFICATIONS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS ' SECTION TITLE ' The following Montana Public Works Standard Specifications, Fifth Edition, March 2003 documents shall apply on this project. ' DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 Summary of Work ' SECTION 01019 Contract Considerations SECTION 01025 Measurement and Payment , SECTION 01027 Applications for Payment Lien Wavers (Part A and Part B) Consent of Surety ' SECTION 01035 Change Order Procedures SECTION 01050 Field Engineering/Survey Request for Staking ' SECTION 01200 Coordination and Meetings SECTION 01300 Submittals SECTION 01600 Material and Equipment ' SECTION 01700 Contract Closeout SECTION 01770 Substantial Completion END OF TABLE OF CONTENTS ' 1 'N:\3384\038\Design Docs\Specs\toc.doc Table of Contents—Page 2 of 2 11/22/06 SECTION 00100 ' INVITATION TO BID ' Separate sealed bids for construction of Valley West Subdivision — Wetland Complex will be received by Bozeman Lakes, LLC at the office of Morrison-Maierle, Inc. ' The project generally consists of, but is not necessarily limited to, the following major items: Valley West Subdivision - Wetland Complex Construction Improvements. ' The Contract Documents consisting of Drawings and Project Manual may be examined or obtained at the office of Morrison-Maierle, Inc., 901 Technology Blvd., Bozeman, MT. A Pre-Bid Conference, if necessary, will be held at the office of Morrison-Maierle, Inc. at ' a date to be determined by the Engineer. CONTRACTOR(s) and any of the CONTRACTOR's subcontractors doing work on this iproject will be required to obtain registration with the Montana Department of Labor and Industry (DLI). Forms for registration are available from the Department of Labor and ' Industry, P.O. Box 8011 , 1805 Prospect, Helena, Montana 59604-8011. Information on registration can be obtained by calling 1-406-444-7734. CONTRACTOR's are not ' required to have registered with the DLI prior to bidding on this project, but must have registered prior to execution of the Construction Agreement. ' Successful BIDDERS shall furnish an approved Construction Performance Bond and a Construction (Labor and Materials) Payment Bond, each in the amount of one hundred ' percent (100%) of the contract amount. Insurance as required shall be provided by the successful BIDDER(S) and a certificate(s) of that insurance shall be provided. ' No bid may be withdrawn after the private opening of the Bids, which shall occur at a Y P P 9 ' date to be determined by the Engineer. The right is reserved to reject any or all Proposals received, to waive informalities, to ' postpone the award of the contract for a period of not to exceed sixty (60) days, and to accept the lowest responsive and responsible bid which is in the best interest of Bozeman Lakes, LLC. ' The CONTRACTOR(s) is required to be an Equal Opportunity Employer. ' Invitation to Bid - 00100 - Page 1 of 1 N:\3384\038\Design Docs\Specs\00100_invite_bid.doc 11/15/06 1 � � SECTION 00200 1 INSTRUCTIONS TO BIDDERS TABLE OF CONTENTS ARTICLE 1 - DEFINED.TERMS ......................................................................................3 1 ARTICLE 2 - COPIES OF BIDDING DOCUMENTS ........................................................3 ARTICLE 3 - QUALIFICATIONS OF BIDDERS...............................................................3 1 ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, ANDSITE .................................................................................................4 1 ARTICLE 5 - PRE-BID CONFERENCE...........................:...............................................7 1 ARTICLE 6 - SITE AND OTHER AREAS ........................................................................7 ARTICLE 7 - INTERPRETATIONS AND ADDENDA.......................................................7 1 ARTICLE 8 - BID SECURITY ..........................................................................................8 ARTICLE 9 - CONTRACT TIMES....................................................................................8 i . ARTICLE 1.0 - LIQUIDATED DAMAGES ..........................................................................8 1 ARTICLE 11 - SUBSTITUTE AND "OR-EQUAL" ITEMS.................................................8 ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS ...............................8 1 ARTICLE 13 - PREPARATION OF-BID...........................................................................9 ' ARTICLE 14 - BASIS OF BID; COMPARISON OF BIDS ..............................................10 ARTICLE 15 - SUBMITTAL OF BID ..............................................................................11 1 ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID.......................................12 1 ARTICLE 17 - OPENING OF BIDS................................................................................13 ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE..................................13 ARTICLE 19 - EVALUATION OF BIDS AND AWARD OF CONTRACT.......................13 1 1 ' Instructions to Bidders -00200 - Page 1 of 15 NA3384\0380esign Docs\Specs\00200insr_bid.doc 4/14/04 • ARTICLE 20 - CONTRACT SECURITY AND INSURANCE..........................................14 ARTICLE 21 - SIGNING OF AGREEMENT...................................................................14 ' ARTICLE 22 - MONTANA STATE LAWS AND REGULATIONS...................................14 , ARTICLE 23 - MPW STANDARD SPECIFICATIONS ...................................................15 ARTICLE 24 - PAYMENTS AND BIDDER BREAKDOWN OF BIDS ...............`.............15 ' ARTICLE 25 - NOTICE OF APPROVAL OF PAYMENT REQUEST PROVISION ........15 ARTICLE 26 - NOTICE OF EXTENDED PAYMENT PROVISION .................................15 ' 1 Instructions to Bidders -00200 - Page 2 of 15 ' N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 SECTION 00200 INSTRUCTION TO BIDDERS ARTICLE 1 - DEFINED TERMS ' 1.01 Terms used in these Instructions to Bidders will have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these ' Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural thereof: A. Bidder--The individual or entity who submits a Bid directly to OWNER. ' B. Issuing Office--The office from which the Bidding Documents are to be issued and where the bidding procedures.are to be administered. C. Successful Bidder--The lowest responsible Bidder submitting a responsive Bid to whom OWNER (on the basis of OWNER's evaluation as hereinafter provided) makes an award. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the Invitation to Bid may be obtained from the Issuing Office. The.depositwill ' not be refunded. 2.02 Complete sets of Bidding Documents must be used in preparing Bids; neither OWNER nor ENGINEER assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. ' 2.03 OWNER and ENGINEER, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS ' 3.01 To demonstrate Bidder's qualifications to perform the Work, within five (5) days of OWNER's request, Bidder shall submit written evidence such as financial data, previous experience in performing comparable work, business and technical organization, present ' commitments, and such other data as may be called for below or in the Supplementary Conditions. ' A. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. No Bidder will be acceptable if he is engaged in any other work which impairs his ability of meeting all requirements herein stipulated. B.. In determining the lowest responsible bid, the following elements will be ' considered; whether the Bidder involved: ' 1. maintains a permanent place of business; Instructions to Bidders -00200 - Page 3 of 15 NA3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 2. has adequate plant and equipment to do the work properly and expeditiously; , 3. has a suitable financial status to meet obligations incident to the work; and 4. has appropriate technical experience. C. Each Bidder may be required to show that former work performed by him has ' been handled in such a manner that there are no just or proper claims pending against such work. No Bidder will be acceptable if he is engaged on any other work which impairs his ability to finance this contract. The Bidder shall demonstrate his ability by meeting all , requirements herein stipulated, if asked for them. ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, ' AND SITE 4.01 Subsurface and Physical Conditions ' A. The Supplementary Conditions identify: 1. Those reports of explorations and tests of subsurface conditions at or , contiguous to the Site that ENGINEER has used in preparing the Bidding Documents. ' 2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the Site (except Underground Facilities) ' that ENGINEER has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in the Supplementary Conditions will , be made available by OWNER for examination by any Bidder at the Issuing Office on request. Those reports and drawings are not part of the Contract Documents, but the ' "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4.02 of the General Conditions has been identified and established in paragraph 4.02 of the Supplementary Conditions (if any). Bidder is responsible for any interpretation , or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions or information contained in such reports or shown or indicated in such drawings. 4.02 Underground Facilities , A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information ' and data furnished to OWNER and ENGINEER by owners of such Underground Facilities, including OWNER, or others. OWNER and ENGINEER do not assume responsibility for ' the accuracy or completeness thereof unless expressly provided otherwise elsewhere. Instructions to Bidders -00200 - Page 4 of 15 , N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 4.03 Hazardous Environmental Condition A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any,that ENGINEER has used ' in preparing the Bidding Documents. B. Copies of reports and drawings referenced in the Supplementary Conditions will ' be made available by OWNER for examination by any Bidder at the Issuing Office on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in ' paragraph 4.06 of the General Conditions has been identified and established in paragraph 4.06 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, ' opinions, or information contained in such reports or shown or indicated in such drawings. 4.04 Responsibility for Adequacy of Data Furnished ' A. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, Underground Facilities, and ' other physical conditions, and possible changes in the Bidding Documents due to differing or unanticipated conditions appear in paragraphs 4.02, 4.03, and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to ' prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in paragraph 4.06 of the General Conditions. ' 4.05 Access to the Site A. On request, OWNER will provide Bidder access to the Site to conduct such ' examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid. Bidder shall fill and compact all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations,tests, and ' studies. Bidder shall comply with all applicable Laws and ' Regulations relative to excavations and utility locates. ' 4.06 Other Work at the Site A. Reference is made to Article 7 of the Supplementary Conditions or other sections ' of the Project Manual for the identification of the general nature of other work that is to be performed at the Site by OWNER or others (such as utilities and other prime contractors) that relates to the Work for which a Bid is to be submitted. On request, OWNER will ' provide to each Bidder for examination access to or copies of Contract Documents (other than portions thereof related to price) for such other work. ' 4.07 It is the responsibility of each Bidder before submitting a Bid to: ' Instructions to Bidders - 00200 - Page 5 of 15 N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 0 • A. Examine and carefully study the Bidding Documents, including any Addenda and the other related data identified in the Bidding Documents; ' B. Visit the Site and become familiar with and satisfy Bidder as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work; including t but not limited to those general and local conditions affecting transportation, disposal, handling and storage facilities, availability of labor,water, power, roads, climactic conditions and seasons, physical conditions at the work Sites and project area as a whole, job site ' topography and ground conditions, equipment and facilities needed preliminary to and during work prosecution; C. Become familiar with and satisfy Bidder as to all Federal, State, and Local Laws ' and Regulations that may affect cost, progress, or performance of the Work; D. Carefully study all 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 carefully study all reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified in the ' Supplementary Conditions as provided in paragraph 4.06 of the General Conditions; E. Obtain and carefully study (or accept consequences of not doing so) all ' additional or supplementary examinations,-investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site, which may affect cost, progress, or performance of the Work or , which relate to any aspect of the means, methods,techniques, sequences, and procedures of construction to be employed by Bidder, including applying any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding , Documents, and safety precautions and programs incident thereto; F. Agree at the time of submitting its Bid that no further examinations, ' investigations, explorations, tests, studies, or data are necessary for the determination of its Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents; , G. Become aware of the general nature of the work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents; ' H. Correlate the information known to Bidder, information and observations ' obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents; , I. Promptly give ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written ' resolution thereof by ENGINEER is acceptable to Bidder; and Instructions to Bidders -00200 - Page 6 of 15 , N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 � i • J. Determine that the Bidding Documents are generally sufficient to indicate and ' convey understanding of all terms and conditions for the performance of the Work. 4.08 - Representation Made by Submitting a Bid A. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and/or procedures of construction that may be shown or indicated or expressly required by ' the Bidding Documents, that Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by ENGINEER,are acceptable to Bidder, and that the Bidding Documents and any written resolutions are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. ARTICLE 5 - PRE-BID CONFERENCE 5.01 A pre-Bid conference will be held at the time, date and place specified in the Invitation to Bid. Representatives of OWNER and ENGINEER will be present to discuss the Project. Bidders are [required] [encouraged] to attend and participate in the conference. ENGINEER will transmit to all prospective Bidders of record such Addenda as ENGINEER considers necessary in'response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. ' ARTICLE 6 - SITE AND OTHER AREAS 6.01 The Site is identified in the Bidding Documents. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by ' OWNER unless otherwise provided in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and ' paid for by CONTRACTOR. ARTICLE 7 - INTERPRETATIONS AND ADDENDA 7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to ENGINEER in writing. Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER as having received the Bidding Documents. Questions received less than ten (10)days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 7.02 Addenda may be issued to clarify, correct, or change the Bidding Documents as ' deemed advisable by OWNER or ENGINEER. Instructions to Bidders -00200 - Page 7 of 15 N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 0 0 7.03 Any addenda issued during the time of bidding, or forming a part of the Contract Documents loaned to the Bidder for the preparation of his proposal, shall be covered in the ' Bid and shall be made a part of the Agreement. Receipt of each addendum shall be acknowledged in the Bid and on the Bid Form. Any Bid in which all issued addenda are not acknowledged will be considered incomplete and may not be read. ' ARTICLE 8 - BID SECURITY 8.01 Bid security will not be required. ' ARTICLE 9 - CONTRACT TIMES ' 9.01 The number of days within which, or the dates by which, Milestones are to be achieved and the Work is to be (a) Substantially Completed and (b) also completed and ' ready for final payment are set forth in Section 00300 Bid Form and Section 00500 Agreement. ARTICLE 10 - LIQUIDATED DAMAGES ' 10.01 Provisions for liquidated damages, if any, are set forth in Section 00300 Bid Form ' and Section 00500 Agreement. ARTICLE 11 - SUBSTITUTE AND "OR,EQUAL" ITEMS. t 11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or"or- , equal" items. Whenever it is indicated in the Bidding Documents that a substitute or "or- equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ' ENGINEER until after the Effective Date of the Agreement. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in ' Paragraph 6.05 of the General Conditions and may be supplemented in the Supplementary Conditions or the General Requirements of the technical specifications. ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS ' 12.01 If the Supplementary Conditions require or the OWNER requests the identity of ' certain Subcontractors, Suppliers, individuals, or entities to be submitted to OWNER in advance of a specified date prior to the Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested, shall within five (5) days after Bid ' opening, submit to OWNER a list of all such Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualifications for each such Subcontractor, Supplier, individual, or entity if requested by OWNER. If OWNER or ENGINEER, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, ' or entity, OWNER may, before the Notice of Award is given, request apparent Successful Bidder to submit a substitute, in which case apparent Successful Bidder shall submit an Instructions to Bidders -00200- Page 8 of 15 N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 acceptable substitute, Bidder's Bid price will be increased (or decreased) by the difference ' in cost occasioned by such substitution, and OWNER may consider such price adjustment in evaluating Bids and making the Contract award. ' 12.02 If apparent Successful Bidder declines to make any such substitution, OWNER may determine such Bidder to be non-responsive and reject the Bid [, and may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, ' Suppliers, individuals, or entities]. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid Security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which OWNER or ENGINEER makes no ' written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance afterthe Effective Date of the Agreement as provided in paragraph 6.06 of the General Conditions. ' 12.03 CONTRACTOR shall not be required to employ any Subcontractor, Supplier, individual, or entity against whom CONTRACTOR has reasonable objection. ' ARTICLE 13 - PREPARATION OF BID ' 13.01 The Bid Form is included with the Bidding Documents. Additional copies may be obtained from ENGINEER; however, the Bid must be made on the forms provided in this bound copy of the Project Manual. Bids shall be strictly in accordance with the ' prescribed form. Any modifications thereof or deviations therefrom may be considered as sufficient cause for rejection. Bids carrying riders or qualifications to the Bid being submitted may be rejected as irregular. t 13.02 All blanks on the Bid Form shall be completed b printingin ink or typewriter and P Y ' the Bid signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each section, Bid item, alternative, adjustment unit price item, and unit price item listed therein. 13.03 A Bid by a corporation must be executed in the corporate name by the president or a P vice-president or other corporate officer who is authorized to bind the corporation, and the ' corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown below the signature. The Bid ' of a corporation which is signed by a person other than a corporate officer must be accompanied by evidence of authority to sign. ' 13.04 A Bid by a partnership shall be executed in the partnership name and signed by a partner,whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership must be shown below the signature. 13.05 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The State of formation of the ' firm and the official address of the firm must be shown below the signature. . 13.06 A Bid by an individual shall show the Bidder's name and official address. Instructions to Bidders -00200 - Page 9 of 15 N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 13.07 A Bid by a Joint Venture shall be executed by each Joint Venturer in the manner indicated on the Bid Form. The official address of the Joint Venture must be shown below ' the signature. 13.08 All signatures are to be in ink and names must be typed or printed in ink below the ' signatures. The title of the person(s) executing the Bid shall be clearly indicated beneath the signature(s). 13.09 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers-of which must be filled in on the Bid Form. A copy of all acknowledged Addenda shall be attached to the Bid Form. Bids in which all issued addenda are not acknowledged will be ' considered incomplete and may not be read. 13.10 The address and telephone number for communications regarding the Bid must be ' shown. 13.11 The Bid must contain evidence of Bidder's authority and qualification to do business ' in Montana. Bidder's current Montana state contractor registration number must be shown on the Bid Form. 13.12 The Bid will not be considered unless accompanied by proper Bid Security in ' accordance with Article 8 of these Instruction to Bidders. 13:.13 The Bid may not be considered unless all attached forms.or certifications ih this ' Project Manual are completed. Depending on federal assistance regulations, these may include, but are not limited to: ' Noncollusion Affidavit ' Certification of.Nonsegregated Facilities DBE Certifications EEO Certifications ' Clean Air Act and Water Pollution Control Act Certifications Federal Lobbying Certification 13.14 Alternate Bids will not be considered unless called for. , 13.15 Bids by telephone, telegraph, fax or other telecommunication systems will not be ' considered. 13.16 No Bidder may submit more than one Bid. Two Bids under different names will not ' be received from one firm or association. ARTICLE 14 - BASIS OF BID; COMPARISON OF BIDS 14.01 Bids A. Bidders shall submit a Bid on a unit price and/or lump sum basis for each item of ' Work listed in the Bid Schedule as provided in the Bid Form and as described below. The Instructions to Bidders - 00200 - Page 10 of 15 N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 I' Bid will not be considered unless the Bid Form contains prices for all unit price and/or lump sum items, and alternates, as shown on the Bid Form. Bids and totals shall be shown legibly in their proper locations. The Total Amount of the Bid shall be legibly written and numerically presented in the proper places and the Bid Form shall be manually signed. 14.02 Unit Price A. Bidders shall submit a Bid on a unit price basis for each item of Work listed in the Bid Schedule. ' B. The total of all estimated prices will be determined as the sum of the products of the estimated quantity of each item and the unit price Bid for the item. The final quantities and Contract Price will be determined in accordance with paragraph 11.03 of the General ' Conditions. C. Discrepancies between the multiplication of units of Work and unit prices will be ' resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 14.03 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances, if any, named in the Contract Documents as ' provided in paragraph 11.02 of the General Conditions. 14.04 The low Bidder will be determined on the basis of the sum of the lowest total Lump ' Sum Base Bid without consideration of any additive or deductive alternate bids for lump sum proposals. The Owner reserves the right to exercise any or all additive or deductive ' alternatives in any combination after the lowest acceptable proposal has been determined. 14.05 The right also is reserved for the Owner to negotiate with the responsible Bidder submitting the lowest responsive bid in the event such lowest bid exceeds the amount ' budgeted for this contract. Such negotiations, if the Owner elects to negotiate rather than to reject all proposals, shall be directly between the Owner and such Bidder. The Owner ' and such Bidder shall review the Contract Documents, and the Owner may provide such additional information as it deems appropriate to provide. Such Bidder then may be invited by the Owner to submit a revised bid. The Bidder may elect not to submit a revised bid, ' and the Owner may reject any such revised bid. Such revised bid, if any, shall be submitted within thirty days from the date of the initial bid opening. ARTICLE 15 - SUBMITTAL OF BID 15.01 The bound copy of the Bid Form is to be completed and submitted with the following ' data. None of the Instructions to Bidders, Bid Form, Bond forms, Agreement, contract stipulations, or other specifications shall be removed from the bound copy of the Project Manual prior to submission of Bid. Data to be submitted with the Bid ' includes: A. Copies of acknowledged Addendums ' Instructions to Bidders - 00200 - Page 11 of 15 N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 B. Other data required by the Instructions to Bidders, Bid Form, Supplementary ' Conditions or Bidding Documents. 15.02 A Bid shall be submitted no later than the date and time prescribed and at the place ' indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope plainly marked with the Project title, the name and address of Bidder, and shall be accompanied by the Bid Security and other required documents. If a Bid is sent by ' mail or other delivery system,the sealed envelope containing the Bid shall be enclosed in a separate envelope plainly marked on the outside with the notation "BID ENCLOSED." A mailed Bid shall be addressed to: ' Bozeman Lakes, LLC C/O Morrison-Maierle, Inc. ' 901 Technology blvd. Bozeman, MT 59718 15.03 Other Bid submittal requirements: ' A. Alternative Bids will not be considered unless called for. ' B. Bids by telephone, telegraph, fax or other telecommunication systems will not be considered. ' 15.04 The following items shall be completed as part of the Bid submittal: 1. Fill in all blanks on Project Manual Book cover. ' 2. Complete all required items in the Bid Form. ' 3. Acknowledge and attach all Addendums. 15.05 Statement of Bidder's Qualifications and Other Information:The apparent low Bidder ' shall be required to submit certain information as requested in the section titled "Information Required of Bidders." This information shall be submitted within [three] [five]working days ' after the bid opening by the apparent low Bidder. Failure to comply with this requirement may render the Bid unresponsive and may result in the rejection of the Bid. Furthermore, ' failure of the low Bidderto provide this information shall be reason forthe OWNER to make a claim against the bid security. ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID ' 16.01 A Bid may be modified or withdrawn by an appropriate document duly executed in ' the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids, as called for in the Invitation to Bid. Requests for modification or withdrawal must be written and must be signed in the same manner and by the same person(s) who signed the Bid. ' Instructions to Bidders -00200- Page 12 of 15 ' N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 16.02 If,within twenty-four(24) hours after Bids are opened, any Bidder files a duly signed ' written notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid,that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, ' if the Work is rebid or negotiated, that Bidder will be disqualified from further bidding on the Work. ' ARTICLE 17 - OPENING OF BIDS 17.01 Bids will be opened privately. An abstract of the Bids will be made available to ' Bidders after the opening of Bids. ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE ' 18.01 All Bids will remain subject to acceptance for sixty (60)days after the day of the Bid opening, but OWNER may, in its sole discretion, release any Bid and return the Bid ' Security prior to the end of this period. ARTICLE 19 — EVALUATION OF BIDS AND AWARD OF CONTRACT ' 19.01 OWNER reserves the an right to reject and/or all Bids, including without limitation, . 9 J Y nonconforming, nonresponsive, unbalanced, or conditional Bids. OWNER further reserves ' the right to reject the Bid of any Bidder whom it finds, after reasonable;.inquiry and evaluation,to be non-responsible. OWNER also reserves the right to waive all.,informalitiies not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder. OWNER also reserves the right to reject the Bid of any Bidder if OWNER believes it would not be in the best interest of the Project to make an award to'that Bidder, whether because Bid is not responsive, or the Bidder is unqualified or of doubtful . financial ability, or fails to meet any other pertinent standard or criteria established by the OWNER. ' 19.02 More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder ' has an interest in more than one Bid for the Work may be cause for disqualification of the Bidder and the rejection of all Bids in which that Bidder has an interest. ' 19.03 In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 19.04 In evaluating Bidders, OWNER will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, and other ' individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Supplementary Conditions. 19.05 OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, ' Instructions to Bidders -00200 - Page 13 of 15 N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 Suppliers, individuals, or entities to perform the Work in accordance with the Contract Documents. , 19.06 If the Contract is to be awarded, OWNER will award the Contract to the responsible Bidder whose Bid is in the best interests of the Project. Consideration factors will include , conformance with all material terms and conditions of the Contract Documents, Bid price, and other appropriate factors. 19.07 If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of ' Award within sixty (60) days after the day of the Bid opening. 19.08 The OWNER reserves the right to accept or reject the Bids, or portions of Bids if ' denoted in the Bid as separate schedules, and to award more than one Bid or schedule for the same Bid if any of the aforementioned combination of Bids or schedules will be in the best interest of the OWNER. , 19.09 The OWNER reserves the right to cancel the award of any Agreement at any time ' before the complete execution of said Agreement by all parties without any liability against the OWNER. 19.10 If, at the time this Contract is to be awarded, the total of the lowest acceptable Bid ' Proposal exceeds the funds then estimated by the Owner as available, the Owner may reject all Bid Proposals or take such other action as best serves the Owner's interests. , ARTICLE 20 a CONTRACT SECURITY AND INSURANCE 20.01 Article 5 of the General Conditions, as may be modified by the Supplementary ' Conditions, sets forth OWNER'S' requirements as to Performance Bond, Payment Bond, and insurance. When the successful Bidder delivers the executed Agreement to OWNER, ' it must be accompanied by such Bonds and insurance certificates. ARTICLE 21 - SIGNING OF AGREEMENT ' 21.01 When OWNER gives a Notice of Award .to the successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement with the ' other Contract Documents which are identified in the Agreement as attached thereto. Within fifteen (15)days thereafter, successful Bidder shall sign and deliver at least four(4) counterparts of the Agreement and attached documents to OWNER. Within fifteen (15) ' days thereafter, OWNER shall deliver two fully signed counterparts to successful Bidder. ARTICLE 22 - MONTANA STATE LAWS AND REGULATIONS ' 22.01 All applicable laws, ordinances and the rules and regulations of authorities having jurisdiction over construction of the project shall apply to the Contract throughout. State ' laws and ordinances which the CONTRACTOR must comply with, include but are not limited to, those involving workmen's compensation insurance, contractor registration, and gross receipts tax. ' Instructions to Bidders - 00200 - Page 14 of 15 ' N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 22.02 MONTANA CONTRACTOR REGISTRATION REQUIREMENT. Title 39, Chapter9, Part 2, MCA for registration of CONTRACTORS with the Montana Department of Labor and Industry. No bids will be considered that do not carry the Bidder's Montana Contractor's Registration Number on the bid form and also on the envelope containing the Bid. ' Information pertaining to this requirement and registration forms may be obtained from the Montana Department of Labor and Industry, P.O. Box 8011, 1805 Prospect, Helena, Montana 59604-8011 or by calling 1-406-444-7734. ARTICLE 23 - MPW STANDARD SPECIFICATIONS 23.01 The Montana Public Works Standard Specifications, Fifth Edition, March 2003, are referred to elsewhere in this document as the MPW Standard Specifications. Copies of the ' MPW Standard Specifications and all addenda are available from: Associated General Contractors of America Montana Contractors Association 1717 11th Avenue Helena, MT 59601 ' Telephone: (406) 442-4162 ARTICLE 24 - PAYMENTS AND BIDDER BREAKDOWN OF BIDS ' 24.01 Payment for all work performed under this Agreement will be made by the OWNER within the time period specified in and 'in accordance.with the procedures outlined in the General Conditions. Payments made after the time limit will be subject to interest at the rate specified in the Agreement. When the work extends beyond thirty(30)days, progress payments will be made monthly for any work accomplished during the preceding month, but ' subject to retainage as specified elsewhere. ARTICLE 25 - NOTICE OF APPROVAL OF PAYMENT REQUEST PROVISION ' 25.01 These Contract Documents and this Contract allows the OWNER to review and approve each CONTRACTOR's periodic payment request within 30 days after the ' request is received by the OWNER. ARTICLE 26 - NOTICE OF EXTENDED PAYMENT PROVISION 26.01 These Contract Documents and this Contract allow the OWNER to make ' periodic payments within 14 days after the OWNER's approval of each periodic payment request. ' END OF SECTION 00200 ' Instructions to Bidders -00200- Page 15 of 15 N:\3384\038\Design Docs\Specs\00200insr_bid.doc 4/14/04 SECTION 00300 ' BID FORM ' PROJECT IDENTIFICATION: Valley West Subdivision —Wetland Complex Bozeman,.Montana ' CONTRACT.IDENTIFICATION AND NUMBER: ' MMI #3384.038-010-0310 THIS BID IS SUBMITTED TO: 1 Bozeman Lakes, LLC C/O Morrison-Maierle, Inc. ' 901 Technology Blvd. Bozeman, MT 58718 ARTICLE 1 - CONTRACT 1.01 The undersigned Bidder proposes and agrees, if this Bid-is accepted, to enter . ' into an Agreement with OWNER in the form included in the Bidding Documents, to perform and furnish all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms ' and conditions of the Bidding Documents. Bidder will sign and submit the Agreement with the Bonds and other documents required .by the Bidding Requirements within fifteen (15) days after the date of OWNER's-Notice of Award. ' ARTICLE 2 - BID TO REMAIN OPEN ' 2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders, including without limitations those dealing with the disposition of Bid Security. The Bid will remain subject to acceptance for sixty 60 days ' after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER. ' ARTICLE 3 - SUBMITTING THE BID 3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that: ' Section 00300— 1 of 9 N:\3384\038\Design Docs\Specs\bid_form_c-410.doc 11/16/06 1 A. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following ' Addenda, receipt of all which is hereby acknowledged: Addendum No. Addendum Date ' 1 B. Bidder has visited the Site and become familiar with and is satisfied as to , the general, local and Site conditions that may affect cost, progress, and performance of the Work. C. Bidder is familiar with and is satisfied as to all. federal, .state and local: ' Laws and Regulations that may affect.cost, progress and performance of ; the Work. ' D. Bidder 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), if any, 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, which has been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions. ' E. Bidden has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, ' investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which ' relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, or . expressly ' required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto. F. Bidder does not consider that any further. examinations, investigations, ' explorations, tests, studies, or data are necessary for the determination of this Bid .for .performance of the Work -at the price(s) bid and -within the ' times and in accordance with the other terms and, conditions of the Bidding Documents. 1 Section 00300—2 of 9 ' N:\3384\038\Design Docs\Specs\bid_form_c-410.doc 11/16/06 1 G. Bidder 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 Bidding Documents. ' H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, ' investigations, explorations, tests,. studies, and data with the Bidding Documents. .� I. Bidder has given ENGINEER written notice of all conflicts,. errors' ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution . thereof by ENGINEER. is ' acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. ' 3.02 Bidder further represents that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; ' Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any individual, firm, or entity to refrain from bidding; and Bidder has not.sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. 3.03 The Bidder certifies that no official of the OWNER, ENGINEER or any member of ' such official's immediate family, has direct or indirect interest in the pecuniary profits or Contracts of the Bidder. ARTICLE 4 - BID SHEET SCHEDULES 4.01 Bidder will complete the Work in accordance'with the Contract Documents and ' the provisions below for the following price(s) as summarized in the Bid Sheet Schedule(s) hereinafter. ' A. The Bidder understands and acknowledges that estimated quantities are not guaranteed and are solely the purpose of comparing Bids from the various Bidders and that final payment under the Contract for all unit price 1 bid items will be based on the actual quantities of work installed. and measured in accordance with the Contract Documents. Bidder will complete the Work for the,pri_ce set forth in the following unit price or lump ' sum schedules. t B. The.Bidder agrees that all.-sales and. use taxes are included in the stated bid prices for the work,- unless provision is made herein for the Bidder to separately itemize the estimated amount-of sales or use taxes. Section 00300—3 of 9 N;\3384\038\Design Docs\Specs\bid_form_c-410.doc 11/16/06 C. All specific cash allowances are included in the Lump Sum prices set forth ' below and have been computed in accordance with paragraph 11 .02 of the General Conditions. D. Unit Prices have been computed in accordance with paragraph 11.03.B of ' the General Conditions.. The undersigned agrees that the unit prices shall govern in checking the Bid, and :should a discrepancy exist in the Total. ' Estimated ..Price and Total Amount of Unit Prices Bid as listed •after extensions are checked and corrections made, if any, the Total Amount of Unit Prices Bid as corrected shall be used in awarding this Contract. E. The OWNER .reserves. the right to reject any or all bids. Section 00300—4 of 9 . N:\3384\038\Design Docs\Specs\bid_form_c-410.doc 11/16/06 ' VALLEY WEST SUBDIVISION —WETLAND COMPLEX CONSTRUCTION IMPROVEMENTS ' BID SHEET . The Bid for the following items in Schedules I and II shall be a unit price or lump sum ' bid for all construction work described in the Contract Documents. The bid .price shall include all temporary or permanent equipment, materials, supplies, and labor necessary to construct the item in accordance with the Contract Documents. ' SCHEDULEI SITE GRADING RELATED ITEMS ' TOTAL ITEM ESTIMATED UNIT EST. ' NO. DESCRIPTION QUANTITY UNIT PRICE PRICE 101 Excavation (Site.Grading) 45,300 CY ' 102 Topsoil Placement 10,600 CY Wetland Sod Mat Removal and 1,000 ' 103 Stockpile 215 SF 104 Wetland Sod Mat Placement 215 1,000 SF SF ' TOTAL UNIT PRICE BID - SCHEDULE] ' Schedule I Total Bid in Figures: $ ' SCHEDULE II MISCELLANEOUS ITEMS ' TOTAL ITEM ESTIMATED UNIT EST. NO. DESCRIPTION QUANTITY UNIT PRICE PRICE ' Furnish, Erect and Maintain 201 Erosion Control Silt Fence 1 LS ' 202 Mobilization/Demobilization 1 LS 203 Taxes, Bonds and Insurance 1 LS ' TOTAL UNIT PRICE BID - SCHEDULE II " Schedule II Total Bid in Figures:. $ ' Section 00300 - 5 of 9 N:\3384\038\Design Docs\Specs\bid_form_c-410.doc 11/16/06 BID SHEET SUMMARY OF SCHEDULES t SUMMARY OF SCHEDULES ' Total Schedule 1 $ Total Schedule II $ ' ARTICLE 5 - CONTRACT TIME ' 5.01 The time of completion of the work is a basic consideration of the Contract. It will be necessary that the Bidder satisfy the Owner of his ability to complete the work within ' the stipulated time. 5.02 Bidder agrees that the-work will be substantially complete on or before March 30, ' 2007, and will be completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions on or before March 30, 2007. ARTICLE 6 - LIQUIDATED DAMAGES ' 6.01 In the event the Bidder Js awarded the Contract and shall fail to meet the ' Substantial Completion time limits provided by the Contract Documents, liquidated damages shall be paid to the OWNER by the Bidder at the rate of $200 per calendar ' day plus engineering costs for all work awarded until all work shall be determined to meet the Substantial Completion requirements of the Contract Documents. 6.02 The Bidder agrees to pay these liquidated damages for failure to complete the ' work within the specified contract time both for compensation to the OWNER for non- use of the completed work and for compensation to the OWNER for expenses incurred by the OWNER for unscheduled employment of the Engineer and/or Resident Observer ' during the contract time overrun. 6.03 - The Bidder further agrees to pay liquidated damages for the unscheduled ' employment of the Engineer, Resident Observer and/or supporting staff necessitated by the Bidder furnishing materials, workmanship, and/or equipment not in conformance ' with the Contract Documents resulting in additional construction administration/observation work and/or redesign work by the Engineer; or any reestablishment of survey lines or benchmarks destroyed by the Bidder's actions; or , additional work required by the failure of the Contractor to maintain adequate record documents. 6.04 Construction observation time will be accrued at straight time up to 40 hours per ' week and 1.5 times over 40 hours.'Per week or legal holidays. The Contractor shall provide a construction schedule. If the Contractor intends to work double shifts, then ' two construction observers may be required. If two construction observers are on the Section 00300 - 6 of 9 ' N:\3384\038\Design Docs\Specs\bid_form_c-410.doc 11/16/06 1 job, then observation time will be accrued at straight time up to 40 hours per week per 1 observer. 6.05 Liquidated damages for the unscheduled employment of the Engineer, Resident 1 Observer, and supporting staff shall be determined based on the following hourly rates: Straight Time Overtime ' Engineer $90.00/Hour $90.00/Hour Resident Observer $75.00/Hour $112.50/Hour Surveyor $70.00/Hour $105.00/Hour 1 Technician $60.00/Hour $90.00/Hour Clerical $40.00/Hour $60.00/Hour 1 6.06 Out of pocket expenses for materials, equipment, supplies, transportation and subsistence for each construction inspector shall be billed at.cost plus 10 percent. 1 6.07 Liquidated damages shall be deducted from monthly progress payments and the final payment as the damages are incurred. 1 ARTICLE 7 - MEANING OF TERMS 7.01 The terms used in this Bid with initial capital letters have the meanings indicated 1 in the Instructions to Bidders, the General Conditions, and the Supplementary. Conditions: 1 ARTICLE 8 - BID REJECTION 1 8.01 The OWNER reserves the right to reject any or all bids. ARTICLE 9 - BID SUBMISSION 1 SUBMITTED on , 20 1 Montana Contractor Registration No. [Employer's Tax ID No. ] 1 If Bidder is: A Corporation Corporation Name: (SEAL) 1 State of Incorporation: 1 Type (General. Business, Professional, Service, Limited Liability): 1 Section 00300 - 7 of 9 N:\3384\038\Design Docs\Specs\bid_form_c-410.doc 11/16/06 • By: '(Signature -- attach evidence of authority to sign if not a Corporate officer) Name (typed.or printed): ' Title: Attest: (Corporate Seal ' (Signature of Secretary) Business address: ' Phone No.: FAX No.: Date of Qualification to do business [in Montana] is An Individual Name(typed or printed): By: _ (SEAL) ' (Individual's signature) Doing business as: ' Business address: ' Phone No.: FAX No.: ' A Partnership ' Name (typed or printed): By: (SEAL) (Individual's signature) Name (typed or printed): ' Business address: ' Phone No.: FAX No.: ' Section 00300 - 8 of 9 N:\3384\038\Design Docs\Specs\bid_form_c-41.0.doc 11/16/06 1 A Joint Venture (Each Joint Venture must sign.) 1 Joint Venturer Name: (SEAL) 1 By. (Signature of joint venture partner) 1 Name (typed or printed): Title: 1 Business address: 1 Phone No.: FAX No.: 1 , Joint Venturer Name: (SEAL) 1 By. (Signature of joint venture partner) Name (typed or printed): 1 Title: 1 Business address: 1 . Phone No.: FAX No.: 1 Address of Joint Venture for Receipt of Official Communication: Address: 1 1 Phone No.: FAX No.: (Each joint venturer must sign. The manner of signing for each individual, 1 partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) 1 END OF SECTION 00300 1 1 Section 00300 - 9 of 9 N:\3384\038\Design Docs\Specs\bid_form_c-410.doc 11/16/06 SECTION 00500 AGREEMENT FORM THIS AGREEMENT is dated as of the day of in the year (effective date), by and between ' (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 in the Invitation to Bid and is described in detail in the Contract Documents and the technical construction drawings. The work ' covered under this Contract includes Schedules I and II of the Valley West Subdivision —Wetland Complex Construction Improvements only. ' ARTICLE 2 - THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the ' whole or only a part is generally described as Valley West Subdivision — Wetland Complex Construction Improvements. ' ARTICLE 3 - ENGINEER 3.01 The Project has been designed by: ' Morrison-Maierle, Inc. 901 Technology Blvd. ' Bozeman, Montana, 59718 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 the completion of the Work in accordance with the Contract Documents. ' ARTICLE 4 - CONTRACT TIMES t4.01 Time of the Essence A. All. time limits for Milestones, if any, Substantial Completion, and ' completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. ' Agreement Form -00500— Page 1 of 8 N:\3384\038\Design Docs\Specs\00500_agree.doc 11/16/06 0 B. The CONTRACTOR agrees to complete the work within the time(s) specified herein. ' 4.02 Dates for Substantial Completion and Final Payment A. The Work will be substantially complete on or before March 30, 2007 and will be ' completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions on or before March 30, 2007. ' 4.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this ' Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4.02 above, plus any extensions thereof allowed in ' accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, ' instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER $200.00 (Two Hundred and no/100 dollars 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 Contract Time or any proper extension ' thereof granted by OWNER, CONTRACTOR shall pay OWNER $200.00 (Two Hundred and no/100 dollars for each day that expires after the time specified in paragraph 4.02 for completion and readiness for final payment until the Work is completed and ready for ' final payment. B. Liquidated damages for unscheduled employment of the ENGINEER shall ' be paid by the CONTRACTOR to the OWNER as specified in the Bid Form. ARTICLE 5 - CONTRACT PRICE ' 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of , dollars ($ ), based on the prices stipulated in the Bid Form and subject to adjustment as provided in the Contract Documents. A. As provided in paragraph 11.01 of the General Conditions, ' CONTRACTOR agrees that lump sum amount(s) constitute full payment for the work and that these lump sum amount(s) represent a true measure of the labor and materials ' required to perform the work, including all allowances for overhead, profit, taxes, bonds, insurance, and all other costs for each type and unit of work called for in these Contract Documents. ' B. As provided in paragraph 11.03 of the General Conditions, estimated unit price quantities used for bidding purposes are not guaranteed, and determinations of ' actual quantities and classifications are to be made by ENGINEER as provided in Agreement Form - 00500— Page 2 of 8 ' N:\3384\038\Design Docs\Specs\00500_agree.doc 11/16/06 1 1 paragraph 9.07 of the General Conditions. Unit prices have been computed as ' provided in paragraph 11.03 of the General Conditions. ARTICLE 6 - PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments ' A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions or other portions of the Contract ' Documents. 6.02 Progress Payments, Retainage ' A. OWNER shall make progress payments in accordance with Article 14 of the General Conditions on account of. the Contract Price on the basis of ' CONTRACTOR's Applications for Payment as recommended by the ENGINEER once each month during performance of the Work as provided in paragraphs 6.02.A.1 and 6.02.A.2 below. All such progress payments will be measured by the schedule of ' values established in paragraph 2.05.A of the General Conditions or in the case of Unit Price Work based on the number of units of each bid item completed times the bid unit price in the Unit Price Schedule of the Bid Form for each bid item, or, in the event there ' is no schedule of values, as provided iri the General Conditions: 1. Prior to Substantial Completion, progress payments will be made in tan amount equal to the percentage of work completed but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER may determine or OWNER may withhold, including but not limited to liquidated ' damages, in accordance with paragraph 14.02 of the General Conditions: ' a. The OWNER shall retain 5% of the amount of each payment until final completion and acceptance of all work covered by the Contract Documents. ' b. Retainage will be 5% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied ' by documentation satisfactory to OWNER as provided in paragraph 14.02 of the General Conditions). ' 2. Upon Substantial Completion and at the OWNER's discretion, the amount of retainage may be further reduced if requested by the CONTRACTOR. Reduction of retainage is at the sole discretion of the OWNER. OWNER is not ' obligated to reduce retainage. Amount of substantial completion payment will be reduced by such amounts as ENGINEER shall determine in accordance with paragraph 14.02.B.5 of the General Conditions and by 100% of ENGINEER's ' estimate of the value of Work to be completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. ' Agreement Form -00500— Page 3 of 8 N:\3384\038\Design Docs\Specs\00500_agree.doc 11/16/06 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with ' paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.07. t ARTICLE 7 - INTEREST 7.01 All moneys not paid when due as provided in Article 14 of the General Conditions ' shall bear interest at the maximum rate allowed by law at the place of the Project. ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS ' 8.01 In order to induce OWNER to enter into this Agreement, CONTRACTOR makes ' the following representations: A. CONTRACTOR has examined and carefully studied the Contract ' Documents (including all Addenda listed in Article 9) and the other related data identified in the Bidding Documents. 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, and performance 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, performance, 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), if any, 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 information 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 additional or supplementary examinations, t investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, performance, or furnishing of the Work or which relate to any aspect of ' the means, methods, techniques, sequences, and procedures of construction to be Agreement Form -00500— Page 4 of 8 ' N:\3384\038\Design Docs\Specs\00500_agree.doc 11/16/06 1 employed by CONTRACTOR, including any specific means, methods, techniques, ' sequences, and procedures of construction expressly required by the Contract Documents to be employed by the CONTRACTOR, and safety precautions and programs incident thereto. ' F. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance 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. ' 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. ' 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. I. 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. J. The Contract Documents are generally sufficient to indicate and convey tunderstand ing,of all terms and conditions for performance and furnishing of the Work. ARTICLE 9 - CONTRACT DOCUMENTS ' 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (pages 1 to 8, inclusive); 2. Performance Bond (pages 1 to 2, inclusive); ' 3. Payment Bond (pages 1 to 2, inclusive); ' 4. Other Bonds (pages to , inclusive); a. (pages to , inclusive); ' b. (pages to , inclusive); ' C. (pages to , inclusive); 5. General Conditions (pages 1 to 44, inclusive); ' Agreement Form -00500— Page 5 of 8 N:\3384\038\Design Docs\Specs\00500_agree.doc 11/16/06 • 0 6. Supplementary Conditions (pages 1 to 11, inclusive); ' 7. Special Provisions (pages 1 to 2, inclusive); 8. Specifications as listed in the Table of Contents of the Project ' Manual; 9. Drawings consisting of a cover sheet and sheets numbered 1 through 10, inclusive, with each sheet bearing the following general title: Valley West ' Subdivision —Wetland Complex; (Note: Drawings are not attached hereto); 10. Addenda (numbers to , inclusive); ' 11. Exhibits to this Agreement (enumerated as follows): a. Notice of Award (page 1, inclusive); ' b. CONTRACTOR's Bid Form (pages 1 to , inclusive); ' C. Documentation submitted by CONTRACTOR prior to Notice of Award (pages to , inclusive); ' d. ; 12. The following which may be delivered or issued on or after the ' Effective Date of the Agreement and are not attached hereto: a. Notice to Proceed a e 1, inclusive t (P ;9 ) b. Written Amendments; C. Work Change Directives; d. Change Orders. B. The documents listed in paragraph 9.01.A are attached to this Agreement ' (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this , Article 9. D. The Contract Documents may only be amended, modified, or ' supplemented as provided in paragraph 3.04 of the General Conditions. 1 Agreement Form -00500— Page 6 of 8 N:\3384\038\Design Docs\Specs\00500_agree.doc 11/16/06 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 and the Supplementary Conditions. ' 10.02 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 ' come 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. 10.05 Other Provisions ' IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed 4 copies of this Agreement. 1 counterpart(s) has been delivered to OWNER, two to CONTRACTOR, and one to ENGINEER. All portions of the Contract Documents have ' been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. ' This Agreement will be effective on the date shown on page 1 (which is the Effective Date of the Agreement). ' OWNER: CONTRACTOR: ' Agreement Form - 00500—Page 7 of 8 N:\3384\038\Design Docs\Specs\00500_agree.doc 11/16/06 By: By: (Signature) (Signature) Attest Attest (Signature) (Signature) , Address forgiving notices: Address for giving notices: ' Bozeman Lakes, LLC 2415 E. Camelback, Ste 900 ' Phoenix, AZ 85016 Phone: (602) 553-4100 Phone: ' Facsimile: (602) 957-7517 Facsimile: [CORPORATE SEAL] [CORPORATE SEAL] ' Montana Contractors' Registration No ' 1 END OF SECTION 00500 ' 1 1 Agreement Form -00500—Page 8 of 8 ' NA3384\0380esign Docs\Specs\00500_agree.doc 11/16/06 ' PERFORMANCE BOND ' Any singular reference to Contractor, Surety, Owner,or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Address of Principal Place of Business): OWNER(Name and Address): 1 . CONTRACT ' Date: Amount: Description(Name and Location): BOND ' Bond Number: Date(Not earlier than Contract Date): Amount: ' Modifications to this Bond Form: Surety and Contractor, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Performance Bond to be duly executed on its behalf by its authorized officer,agent, or representative. ' CONTRACTOR AS PRINCIPAL SURETY Company: ' Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By. Signature and Title (Attach Power of Attorney) ' (Space is provided below•for signatures of additional parties, if required.) Attest: Signature and Title CONTRACTOR AS PRINCIPAL SURETY Company: ' Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By. Signature and Title (Attach Power of Attorney) ' Attest: Signature and Title: ' EJCDC No.C-610(2002 Edition) Originally prepared through the joint efforts of the Surety Association of America,Engineers Joint Contract Documents Committee,the Associated General Contractors of America,and the American Institute of Architects. ' Performance Bond—00610 —Page 1 of 2 N:\3384\038\Design Docs\Specs\perf.bond_c-610.doc Z 11/15/06 1 1. Contractor and Surety, jointly and sev, bind themselves, their heirs, 6. After Owner has It Contractor's right to complete the Contract, and if executors,administrators,successors,and assigns to Owner for the performance of the Surety elects to act under Paragraph 4.1,4.2,or 4.3 above,then the responsibilities of ' Contract,which is incorporated herein by reference. Surety to Owner shall not be greater than those of Contractor under the Contract,and the responsibilities of Owner to Surety shall not be greater than those of Owner under 2. If Contractor performs the Contract, Surety and Contractor have no obligation the Contract. To a limit of the amount of this Bond, but subject to commitment by ' under this Bond,except to participate in conferences as provided in Paragraph 3.1. Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract,Surety is obligated without duplication for: 3. If there is no Owner Default,Surety's obligation under this Bond shall arise after: 6.1. The responsibilities of Contractor for correction of defective Work and ' 3.1. Owner has notified Contractor and Surety,at the addresses described in completion of the Contract; Paragraph 10 below, that Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with 6.2. Additional legal, design professional, and delay costs resulting from Contractor and Surety to be held not later than 15 days after receipt of Contractor's Default, and resulting from the actions or failure to act of such notice to discuss methods of performing the Contract. If Owner, Surety under Paragraph 4;and ' Contractor and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive 6.3. Liquidated damages, or if no liquidated damages are specified in the Owner's right,if any,subsequently to declare a Contractor Default;and Contract, actual damages caused by delayed performance or non- performance of Contractor. 3.2. Owner has declared a Contractor Default and formally terminated ' Contractor's right to complete the Contract. Such Contractor Default shall 7. Surety shall not be liable to Owner or others for obligations of Contractor that are not be declared earlier than 20 days after Contractor and Surety have unrelated to the Contract,and the Balance of the Contract Price shall not be reduced or received notice as provided in Paragraph 3.1;and set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner or its heirs, executors, 3.3. Owner has agreed to pay the Balance of the Contract Price to: administrators,or successors. ' 1. Surety in accordance with the terms of the Contract; 8. Surety hereby waives notice of any change,including changes of time,to Contract or to related subcontracts,purchase orders,and other obligations. 2. Another contractor selected pursuant to Paragraph 4.3 to perform the ' Contract. 9. Any proceeding,legal or equitable,under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is 4. When Owner has satisfied the conditions of Paragraph 3,Surety shall promptly and located and shall be instituted within two years after Contractor Default or within two at Surety's expense take one of the following actions: years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond,whichever occurs first. If the provisions of ' 4.1. Arrange for Contractor,with consent of Owner,to perform and complete this paragraph are void or prohibited by law, the minimum period of limitation the Contract;or available to sureties as a defense in the jurisdiction ofthe suit shall be applicable. 4.2. Undertake to perform and complete the Contract itself,through its agents 10. Notice to Surety,Owner,or Contractor shall be mailed or delivered to the address or through independent contractors;or shown on the signature page. ' 4.3. Obtain bids or negotiated proposals from qualified contractors acceptable 11. When this Bond has been furnished to comply with a statutory requirement in the to Owner for a contract for performance and completion of the Contract, location where the Contract was to be performed, any provision in this Bond arrange for a contract to be prepared for execution by Owner and conflicting with said statutory requirement shall be deemed deleted herefrom and , Contractor selected with Owner's concurrence, to be secured with provisions conforming to such statutory requirement shall be deemed incorporated performance and payment bonds executed by a qualified surety equivalent herein. The intent is that this Bond shall be construed as a statutory bond and not as a to the bonds issued on the Contract, and pay to Owner the amount of common law bond. damages as described in Paragraph 6 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default;or 12. Definitions. ' 4.4. Waive its right to perform and complete,arrange for completion,or obtain 12.1 Balance of the Contract Price: The total amount payable by Owner to a new contractor and with reasonable promptness under the circumstances: Contractor under the Contract after all proper adjustments have been made,including allowance to Contractor of any amounts received or€o be I. After investigation,determine the amount for which it may be liable to received by Owner in settlement of insurance or other Claims for damages , Owner and, as soon as practicable after the amount is determined, to which Contractor is entitled,reduced by all valid and proper payments tender payment therefor to Owner;or made to or on behalf of Contractor under the Contract. 2. Deny liability in whole or in part and notify Owner citing.reasons 12.2. Contract:The agreement between Owner and Contractor identified on the ' therefor. signature page,including all Contract Documents and changes thereto. 5. If Surety does not proceed as provided in Paragraph 4 with reasonable promptness, 12.3. Contractor Default: Failure of Contractor, which has neither been Surety shall be deemed to be in default on this Bond 15 days after receipt of an remedied nor waived,to perform or otherwise to comply with the terms of additional written notice from Owner to Surety demanding that Surety perform its the Contract. ' obligations under this Bond, and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 4.4, and Owner 12.4. Owner Default: Failure of Owner, which has neither been remedied nor refuses the payment tendered or Surety has denied liability, in whole or in waived,to pay Contractor as required by the Contract or to perform and part,without further notice Owner shall be entitled to enforce any remedy available to complete or comply with the other terms thereof. Owner. ' FOR INFORMATION ONLY—Name,Address and Telephone Surety Agency or Broker Owner's Representative(engineer or other party) ' Performance Bond—00610—Page 2 of 2 N:\3384\038\Design Docs\Specs\perf.bond_c-610.doc ' 11/15/06 ' PAYMENT BOND Any singular reference to Contractor,Surety, Owner,or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Address of Principal Place of Business): 1 OWNER(Name and Address): ' CONTRACT Date: ' Amount: Description(Name and Location): BOND Bond Number: Date(Not earlier than Contract Date): ' Amount: Modifications to this Bond Form: ' Surety and Contractor, intending to be legally bound hereby, subject to the terms printed on.the reverse side hereof, do each cause this Payment Bond to be duly executed on its behalf by its authorized officer,agent,or representative. CONTRACTOR AS PRINCIPAL SURETY Company: ' Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: ' Signature and Title (Attach Power of Attorney) (Space is provided below for signatures of additional ' parties, if required.) Attest: Signature and Title ' CONTRACTOR AS PRINCIPAL SURETY Company: ' Signature: (Seal) (Seal) Name and Title: Surety's Name and Corporate Seal By: ' Signature and Title (Attach Power of Attorney) ' Attest: Signature and Title: EJCDC No.C-615(2002 Edition) Originally prepared through the joint efforts of the Surety Association of America,Engineers Joint Contract Documents Committee,the Associated General Contractors of America, the American Institute of Architects, the American Subcontractors Association, and the Associated Specialty Contractors. ' Payment Bond—00615—Page 1 of 2 N:\3384\038\Design Docs\Specs\pay.bond_c-615.doc 11/15/06 1 1. Contractor and Surety,jointly and severally, bind themselves, their heirs, 8. Amounts owed by Owner to Contractor under the Contract shall be used for ' executors, administrators, successors, and assigns to Owner to pay for labor, the performance of the Contract and to satisfy claims, if any, under any materials,and equipment furnished by Claimants for use in the performance of performance bond. By Contractor furnishing and Owner accepting this Bond, the Contract,which is incorporated herein by reference. they agree that all funds earned by Contractor in the performance of the Contract ' are dedicated to satisfy obligations of Contractor and Surety under this Bond, 2. With respect to Owner,this obligation shall be null and void if Contractor: subject to Owner's priority to use the funds for the completion of the Work. 2.1. Promptly makes payment, directly or indirectly, for all sums due Claimants,and 9. Surety shall not be liable to Owner, Claimants,or others for obligations of ' Contractor that are unrelated to the Contract. Owner shall not be liable for 2.2. Defends, indemnifies, and holds harmless Owner from all claims, payment of any costs or expenses of any Claimant under this Bond, and shall demands, liens, or suits alleging non-payment by Contractor by any have under this Bond no obligations to make payments to,give notices on behalf person or entity who furnished labor,materials,or equipment for use in of,or otherwise have obligations to Claimants under this Bond. ' the performance of the Contract,provided Owner has promptly notified Contractor and Surety(at the addresses described in Paragraph 12)of 10. Surety hereby waives notice of any change,including changes of time,to the any claims, demands, liens, or suits and tendered defense of such Contract or to related Subcontracts,purchase orders and other obligations. claims,demands,liens,or suits to Contractor and Surety,and provided there is no Owner Default. 11. No suit or action shall be commenced by a Claimant under this Bond other ' than in a court of competent jurisdiction in the location in which the Work or 3. With respect to Claimants,this obligation shall be null and void if Contractor part of the Work is located or after the expiration of one year from the date 0) promptly makes payment,directly or indirectly,for all sums due. on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3,or(2)on which the last labor or service was performed by anyone or the ' 4. Surety shall have no obligation to Claimants under this Bond until: last materials or equipment were furnished by anyone under the Construction Contract,whichever of(1)or(2)first occurs. If the provisions of this paragraph 4.1. Claimants who are employed by or have a direct contract with are void or prohibited by law, the minimum period of limitation available to Contractor have given notice to Surety (at the addresses described in sureties as a defense in the jurisdiction of the suit shall be applicable. Paragraph 12)and sent a copy,or notice thereof,to Owner,stating that ' a claim is being made under this Bond and, with substantial accuracy, 12. Notice to Surety,Owner, or Contractor shall be mailed or delivered to the the amount of the claim. addresses shown on the signature page. Actual receipt of notice by Surety, Owner,or Contractor,however accomplished,shall be sufficient compliance as 4.2. Claimants who do not have a direct contract with Contractor: of the date received at the address shown on the signature page. ' 1. Have furnished written notice to Contractor and sent a copy, or 13. When this Bond has been furnished to comply with a statutory requirement notice thereof,to Owner,within 90 days after having last performed in the location where the Contract was to be performed, any provision in this labor or last furnished materials or equipment included in the claim Bond conflicting with said statutory requirement shall be deemed deleted ' stating,with substantial accuracy, the amount of the claim and the herefrom and provisions conforming to such statutory requirement shall be name of the party to whom the materials or equipment were deemed incorporated herein. The intent is that this Bond shall be construed as a furnished or supplied, or for whom the labor was done or statutory Bond and not as a common law bond. performed;and 14. Upon request of any person or entity appearing to be a potential beneficiary ' 2. Have either received a rejection in whole or in part from Contractor, of this Bond, Contractor shall promptly furnish a copy of this Bond or shall or not received within 30 days of furnishing the above notice any permit a copy to be made. communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly;and 15. DEFINITIONS ' 3. Not having been paid within the above 30 days,have sent a written 15.1. Claimant: An individual or entity having a direct contract with notice to Surety and sent a copy,or notice thereof,to Owner,stating Contractor, or with a first-tier subcontractor of Contractor, to furnish that a claim is being made under this Bond and enclosing a copy of labor, materials, or equipment for use in the performance of the the previous written notice furnished to Contractor. Contract. The intent of this Bond shall be to include without limitation ' in the terms "labor, materials or equipment" that part of water, gas, 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to power,light,heat,oil,gasoline,telephone service,or rental equipment Contractor or to Surety,that is sufficient compliance. used in the Contract,architectural and engineering services required for performance of the Work of Contractor and Contractor's ' 6. When a Claimant has satisfied the conditions of Paragraph 4,the Surety shall Subcontractors,and all other items for which a mechanic's lien may be promptly and at Surety's expense take the following actions: asserted in the jurisdiction where the labor, materials, or equipment were furnished. 6.1. Send an answer to that Claimant,with a copy to Owner,within 45 days ' after receipt of the claim, stating the amounts that are undisputed and 15.2. Contract: The agreement between Owner and Contractor identified on the basis for challenging any amounts that are disputed. the signature page, including all Contract Documents and changes thereto. 6.2. Pay or arrange for payment of any undisputed amounts. 15.3. Owner Default:Failure of Owner,which has neither been remedied nor , 7. Surety's total obligation shall not exceed the amount of this Bond,and the waived,to pay Contractor as required by the Contract or to perform and amount of this Bond shall be credited for any payments made in good faith by complete or comply with the other terms thereof. Surety. FOR INFORMATION ONLY—Name,Address and Telephone Surety Agency or Broker: Owner's Representative(engineer or other party): ' Payment Bond —00615—Page 2 of 2 N:\3384\038\Design Docs\Specs\pay.bond_c-615.doc 11/15/06 , ' NOTE:THIS DOCUMENT HAS BEEN AMENDED FOR THIS PROJECT AND CONTROLLING LAW. This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the Controlling Law. ' STANDARD GENERAL CONDITIONS ' OF THE CONSTRUCTION CONTRACT ' Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By ' A C E C National Society of— ASCE .u.. American Society Professional engineers of Civil Engineers A ..m—r.�«�_�� 11�����^^������c"11.^.111, Professional Engineers in Private Practice ' PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the ' NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN.COUNCIL OF ENGINEERING COMPANIES AMERICAN SOCIETY OF CIVIL ENGINEERS ' This document has been approved and endorsed by ' The Associated General Contractors of America ' KnaMedge for Creating and Sustaining the Built Environment ' Construction Specifications Institute ' Standard General Conditions of the Construction Contract—00700—Page 1 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 NOTE: Deletions from the Standard EJCDC General Conditions are shown by strikeout. Additions to the Standard EJCDC General Conditions are Underlined. ' Adaptation of Standard General Conditions prepared by Morrison-Maierle,Inc. Initial Issue: 6/30/03 ' o ' Copyright 02002 National Society of Professional Engineers 1420 King Street,Alexandria,VA 22314 ' American Council of Engineering Companies 1015 l5th Street,N.W.,Washington,DC'20005 American Society of Civil Engineers ' 1801 Alexander Bell Drive,Reston,VA 20191-4400 These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and ' Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions(No. C-800)(2002 Edition). MMI No. C-700 (2003 Edition) 6/30/03 J ' Standard General Conditions of the Construction Contract—00700—Page 2 of 44 ' H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 TABLE OF CONTENTS Page ' ARTICLE I -DEFINITIONS AND TERMINOLOGY..............................................................................................................6 1.01 Def ned Terms..............................................................................................................................................................6 1.02 Terminology.................................................................................................................................................................8 ' ARTICLE 2-PRELIMINARY MATTERS ...............................................................................................................................9 2.01 Delivery of Bonds and Evidence of Insurance.............................................................................................................9 2.02 Copies of Documents...................................................................................................................................................9 ' 2.03 Commencement of Contract Times:Notice to Proceed...............................................................................................9 2.04 Starting the Work.........................................................................................................................................................9 2.05 Before Starting Construction.......................................................................................................................................9 2.06 Preconstruction Conference......................................................................................................................................10 ' 2.07 Initial Acceptance of Schedules..................................................................................................................................10 ARTICLE 3 -CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE......................................................................10 3.01 Intetit..........................................................................................................................................................................10 3.02 Reference Standards..................................................................................................................................................10 ' 3.03 Rep grting and Resolving Discrepancies....................................................................................................................I I 3.04 Amending and Supplementing Contract Documents..................................................................................................1 1 3.05 Reuse of Documents...................................................................................................................................................I I ' 3.06 Electronic Data...........................................................................................................................................................1 ARTICLE 4-AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;HAZARDOUS ENVIRONMENTAL CONDITIONS;REFERENCE POINTS................................................................................................12 4.01 Availability of Lands..................................................................................................................................................12 ' 4.02 Subsurface and Physical Conditions.........................................:................................................................................12 4.03 Differing Subsur face or Physical Conditions..................................................................................:............:............12 4.04 Underground Facilities......................................................................................................................................:.......13 4.05 Reference Points........................................................................................................................................................14 4.06 Haz2rdous Environmental Condition at Site.............................................................................................................14 ARTICLE5-BONDS AND INSURANCE.............................................................................................................................15 5.01 Performance, Payment, and Other Bonds..................................................................................................................15 ' 5.02 Licensed Sureties and Insurers..................................................................................................................................15 5.03 Ceraificates oflnsurance............................................................................................................................................15 5.04 Contractor's Liability Insurance...............................................................................................................................16 5.05 Owner's Liability Insurance......................................................................................................................................17 5.06 Property Insurance-Purchased by Contractor........................................................................................................17 5.07 Waiver of Rights...............................................................'..........................................................................................18 5.08 Receipt and Application of Insurance Proceeds........................................................................................................18 5.09 Acceptance of Bonds and Insurance; Option to Replace...........................................................................................19 ' 5.10 Partial Utilization,Acknowledgment of Property Insurer.........................................................................................19 ARTICLE 6 CONTRACTOR'S RESPONSIBILITIES...........................................................................................................19 6.01 Supervision and Superintendence..............................................................................................................................19 6.02 Labor; Working Hours...............................................................................................................................................19 ' 6.03 Services, Materials, and Equipment..........................................................................................................................19 6.04 Progress Schedule......................................................................................................................................................20 6.05 Substitutes and "Or-Equals.......................................................................................................................................20 ' 6.06 Con:erning Subcontractors, Suppliers, and Others...................................................................................................21 6.07 Patent Fees and Royalties...........................................................................................................................................22 6.08 Permits.......................................................................................................................................................................22 6.09 Laws and Regulations................................................................................................................................................22 ' 6.10 Taxes..........................................................................................................................................................................23 6.11 Use of Site and Other Areas.......................................................................................................................................2, 6.12 Record Documents.....................................................................................................................................................23 6.13 Safety and Protection.................................................................................................................................................23 ' 6.14 Safety Representative.................................................................................................................................................24 6.15 Hazard Communication Programs............................................................................................................................24 6.16 Emergencies...............................................................................................................................................................25 ' 6.17 Shop Drawings and Samples.....................................................................................................................................25 Standard General Conditions of the Construction Contract-00700-Page 3 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 6.18 Continuing the Work..................................................................................................................................................26 t 6.19 Contractor's General Warranty and Guarantee..........................:.............................................................................26 6.20 Indemnification..........................................................................................................................................................26 ' 6.21 Delegation of Professional Design Services..............................................................................................................27 ARTICLE7-OTHER WORK AT THE SITE.........................................................................................................................27 7.01 Related Work at Site..................................................................................................................................................27 ' 7.02 Coordination..............................................................................................................................................................28 7.03 Legal Relationships....................................................................................................................................................28 ARTICLE8 -OWNER'S RESPONSIBILITIES......................................................................................................................28 8.01 Communications to Contractor..................................................................................................................................28 t 8.02 Replacement of Engineer...........................................................................................................................................28 8.03 Furnish Data..............................................................................................................................................................28 8.04 Pay When Due...........................................................................................................................................................28 8.05 Lands and Easements;Reports and Tests................................................................................................:.................28 ' 8.06 Insurance...................................................................................................................................................................28 8.07 Change Orders...........................................................................................................................................................28 8.08 Inspections, Tests, and Approvals..............................................................................................................................28 , 8.09 Limitations on Owner's Responsibilities...................................................................................................................28 8.10 Undisclosed Hazardous Environmental Condition....................................................................................................28 8.11 Evidence of Financial Arrangements.........................................................................................................................29 ARTICLE 9-ENGINEER'S STATUS DURING CONSTRUCTION.....................................................................................29 ' 9.01 Owner's Representative.............................................................................................................................................29 9.02 Visits to Site...............................................................................................................................................................29 9.03 Project Representative...............................................................................................................................................29 9.04 Authorized Variations in Work..................................................................................................................................29 ' 9.05 Rejecting Defective Work...........................................................................................................................................29 9.06 Shop Drawings, Change Orders and Payments.........................................................................................................29 9.07 Determinations for Unit Price Work..........................................................................................................................30 ' 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work........................................................30 9.09 Limitations on Engineer's Authority and Responsibilities.........................................................................................30 ARTICLE 10-CHANGES 1N THE WORK;CLAIMS...........................................................................................................30 10.01 Authorized Changes in the Work...........................................................................................................................30 ' 10.02 Unauthorized Changes in the Work.......................................................................................................................31 10.03 Execution of Change Orders..................................................................................................................................31 10.04 Notification to Sure 31 10.05 Claims....................................................................................................................................................................31 ' ARTICLE I 1 -COST OF THE WORK;ALLOWANCES;UNIT PRICE WORK..................................................................32 11.01 Cost of the Work....................................................................................................................................................32 11.02 Allowances.............................................................................................................................................................33 ' 33 11.03 Unit Price Work..................................................................................................................................................... ARTICLE 12-CHANGE OF CONTRACT PRICE;CHANGE OF CONTRACT TIMES.....................................................34 12.01 Change of Contract Price......................................................................................................................................34 12.0 Change of Contract Times......................................................................................................................................35 , 12.03 Delays..... ARTICLE 13 -TESTS AND INSPECTIONS;CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK.........:.............................................................................................................................................................................35 13.01 Notice of Defects....................................................................................................................................................35 ' 13.02 Access to Work..............:........................................................................................................................................35 13.03 Tests and Inspections.............................................................................................................................................35 13.04 Uncovering Work...................................................................................................................................................36 ' 13.05 Owner May Stop the Work.....................................................................................................................................36 13.06 Correction or Removal of Defective Work.............................................................................................................36 13.07 Correction Period..................................................................................................................................................36 13.08 Acceptance of Defective Work...............................................................................................................................37 ' 13.09 Owner May Correct Defective Work......................................................................................................................37 ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION..............................................................................38 14.01 Schedule of Values.................................................................................................................................................38 14.02 Progress Payments.................................................................................................................................................38 , 14.03 Contractor's Warranty of Title............................................................................................................................. 40 14.04 Substantial Completion..........................................................................................................................................40 14.05 Partial Utilization..................................................................................................................................................40 ' Standard General Conditions of the Construction Contract-00700-Page 4 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 • 14.06 Final Inspection.....................................................................................................................................................41 14.07 Final Payment........................................................................................................................................................41 ' 14.08 Final Completion Delayed.....................................................................................................................................42 14.09 Waiver of Claims...................................................................................................................................................42 ARTICLE 15 -SUSPENSION OF WORK AND TERMINATION.........................................................................................42 ' 15.01 Owner May Suspend Work.....................................................................................................................................42 15.02 Chvner May Terminate for Cause...........................................................................................................................42 15.03 C'wner May Terminate For Convenience...............................................................................................................43 15.04 Contractor May Stop Work or Terminate..............................................................................................................43 ' ARTICLE 16 -DISPUTE RESOLUTION'................................................................................................................................44 16.01 Methods and Procedures.......................................................................................................................................44 ARTICLE17-MISCELLANEOUS.........................................................................................................................................44 17.01 Giving Notice.........................................................................................................................................................44 ' 17.02 Computation of Times..........................................................:.................................................................................44 17.03 Cumulative Remedies.............................................................................................................................................44 17.04 Survival of Obligations..........................................................................................................................................44 ' 17.05 Controlling Law.....................................................................................................................................................44 17.06 Headings................................................................................................................................................................44 ' fTHE REST OF THIS PAGE INTENTIONALLY LEFT BLANK] 1 1 ' Standard General Conditions of the Construction Contract—00700—Page 5 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1 GENERAL CONDITIONS ARTICLE 1 -DEFINITIONS AND TERMINOLOGY 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 1.01 Defined Terms or an adjustment in the Contract Price or the Contract ' Times, issued on or after the Effective Date of the A. Wherever used in the Bidding Requirements Agreement. or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings 10. Claim--A demand or assertion by Owner or ' indicated which are applicable to both the singular and Contractor seeking an adjustment of Contract Price or plural thereof. In addition to terms specifically defined, Contract Times,or both,or other relief with respect to the terms with initial capital letters in the Contract terms of the Contract. A demand for money or services by ' Documents include references to identified articles and a third party is not a Claim. paragraphs,and the titles of other documents or forms. 11. Contract--The entire and integrated written 1. Addenda--Written or graphic instruments agreement between the Owner and Contractor concerning ' issued prior to the opening of Bids which clarify, correct, the Work. The Contract supersedes prior negotiations, or change the Bidding Requirements or the proposed representations,or agreements,whether written or oral. Contract Documents. 12. Contract Documents-- Those items so ' designated in the Agreement. Only printed or hard copies 2. Agreement--The written instrument which is of the items listed in the Agreement are Contract evidence of the agreement between Owner and Contractor Documents. Approved Shop Drawings,other Contractor's covering the Work. The definition of the word"Contract" submittals, and the reports and drawings of subsurface ' is synonymous with the word "Agreement" and is used and physical conditions are not Contract Documents. interchangeably in the Contract Documents. 13. Contract Price--The moneys payable by 3.Application for Payment--The form acceptable Owner to Contractor for completion of the Work .in. ' to Engineer which is to be used by Contractor during the accordance with the Contract Documents as stated in the course of the Work in requesting progress or final Agreement (subject to the provisions of Paragraph 11.03 payments and which is to be accompanied by such in the case of Unit Price Work). ' supporting documentation as is required by the Contract Documents. 14. Contract Times--The number of days or the dates stated in the Agreement to:(i)achieve Milestones, if 4. Asbestos--Any material that contains more any, (ii)achieve Substantial Completion; and (iii) ' than one percent asbestos and is friable or is releasing complete the Work so that it is ready for final payment as asbestos fibers into the air above current action levels evidenced by Engineer's written recommendation of final established by the United States Occupational Safety and payment. Health Administration. , 15. Contractor--The individual or entity with 5. Bid--The offer or proposal of a Bidder whom Owner has entered into the Agreement. submitted on the prescribed form setting forth the prices 16. Cost of the Work--See Paragraph I LOLA for , for the Work to be performed. definition. 6. Bidder--The individual or entity who submits 17. Drawings--That part of the Contract a Bid directly to Owner. Documents prepared or approved by Engineer which ' graphically shows the scope, extent, and character of the 7. Bidding Documents--The Bidding Work to be performed by Contractor. Shop Drawings and Requirements and the proposed Contract Documents other Contractor submittals are not Drawings as so (including all Addenda). defined. ' 8. Bidding Requirements--The Advertisement or 18. Effective Date of the Agreement--The date Invitation to Bid, Instructions to Bidders, bid security of indicated in the Agreement on which it becomes effective, ' acceptable form, if any, and the Bid Form with any but if no such date is indicated, it means the date on supplements. 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. Standard General Conditions of the Construction Contract—00700—Page 6 of 44 ' H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1 1 s � 20. Engineer's Consultant--An individual or 31. Partial Utilization--Use by Owner of a 1 entity having a contract with Engineer to furnish services substantially completed part of the Work for the purpose as Engineer's independent professional associate or for which it is intended (or a related purpose) prior to consultant with respect to the Project and who is Substantial Completion of all the Work. identified as such in the Supplementary Conditions. 1 32.34,PCBs--Polychlorinated biphenyls. 21. 2& Field Order--A written order issued by Engineer which requires minor changes in the Work but 33. 34 Petroleum--Petroleum, including crude which does not involve a change in the Contract Price or oil or any fraction thereof which is liquid at standard 1 the Contract Times. conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), 22. 24-. General Requirements--Sections of such as oil, petroleum, fuel oil, oil sludge, oil refuse, Division 1 of the Specifications. The General gasoline, kerosene, and oil mixed with other 1 Requirements pertain to all sections of the Specifications. non-Hazardous Waste and crude oils. 23. 2-2L. Hazardous Environmental Condition-- 34.32. Progress Schedule--A schedule, prepared 1 The presence at the Site of Asbestos, PCBs, Petroleum, and maintained by Contractor, describing the sequence Hazardous Waste, or Radioactive Material in such and duration of the activities comprising the Contractor's quantities or circumstances that may present a substantial plan to accomplish the Work within the Contract Times. danger to persons or property exposed thereto in 1 connection with the Work. 35. 3-3-. Project--The total construction of which the Work to be performed under the Contract Documents 24. 22-31, Hazardous Waste--The term Hazardous may be the whole,or a part. Waste shall have the meaning provided in Section 1004 of 1 the Solid Waste Disposal Act (42 USC Section 6903) as 36.34.Project Manual--The bound documentary amended from time to time. information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, 1 25. .24: Laws and . Regulations; Laws or which may be bound in one or more volumes, is Regulations--Any and' all applicable laws, rules, contained in the table(s)of contents. regulations,:ordinances,.codes, and orders of any and all governmental 'bodies, agencies, authorities, and courts 37. 3-5-. Radioactive Material—So urc--, special 1 having jurisdiction. nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as 26. 25- Liens--Charges, security interests, or amended from time to time. encumbrances upon Project funds, real property, or 1 personal property. 38. 36- Related Entity -- An officer, director, partner,employee,agent,consultant,or subcontractor. 27. 2& Milestone--A principal event specified in 1 the Contract Documents relating to an intermediate 39. -WL. Resident Project Representative--The completion date or time prior to Substantial Completion authorized representative of Engineer who may be of all the Work. assigned to the Site or any part thereof. 1 28. 2-7-. Notice of Award--The written notice by 40.-M.Samples--Physical examples of materials, Owner to the Successful Bidder stating that upon timely equipment, or workmanship that are representative of compliance by the Successful Bidder with the conditions some portion of the Work and which establish the precedent listed therein, Owner will sign and deliver the standards by which such portion of the Work will be 1 Agreement. judged. 29. 2& Notice to Proceed--A written notice 41. -3-9- Schedule of Submittals--A schedule, 1 given by Owner to Contractor fixing the date on which prepared and maintained by Contractor, of required the Contract Times will commence to run and on which submittals and the time requirements to support scheduled Contractor shall start to perform the Work under the performance of related construction activities. Contract Documents. 1 42.40-Schedule of Values--A schedule,prepared 30. 29- Owner--The individual or entity with and maintained by Contractor, allocating portions of the whom Contractor has entered into the Agreement and for Contract Price to various portions of the Work and used whom the Work is to be performed. as the basis for reviewing Contractor's Applications for 1 Payment. 1 Standard General Conditions of the Construction Contract—00700—Page 7 of 44 H:\CORPORATEkRJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 0 ' Drawings--All 43. 4.17 ShopDrawin s--All drawings, diagrams, 53. 54- Work--The entire construction or the illustrations, schedules, and other data or information various separately identifiable parts thereof required to be which are specifically prepared or assembled by or for provided under the Contract Documents. Work includes ' Contractor and submitted by Contractor to illustrate some and is the result of performing or providing all labor, portion of the Work. services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating ' 44. 4-2- Site--Lands or areas indicated in the all materials and equipment into such construction, all as Contract Documents as being furnished by Owner upon required by the Contract Documents. which the Work is to be performed, including rights-of- way and easements for access thereto, and such other 54. 5-'-)-. Work Change Directive--A written ' lands furnished by Owner which are designated for the statement to Contractor issued on or after the Effective use of Contractor. Date of the Agreement and signed by Owner and recommended by Engineer ordering an addition, deletion, 45. 4} Specifications--That part of the Contract or revision in the Work, or responding to differing or ' Documents consisting of written requirements for unforeseen subsurface or physical conditions under which materials, equipment, systems, standards and the Work is to be performed or to emergencies. A Work workmanship as applied to the Work, and certain Change Directive will not change the Contract Price or ' administrative requirements and procedural matters the Contract Times but is evidence that the parties expect applicable thereto. that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued 46. 44. Subcontractor--An individual or entity Change Order following negotiations by the parties as to ' having a direct contract with Contractor or with any other its effect, if any,on the Contract Price or Contract Times. Subcontractor for the performance of a part of the Work at the Site. 1.02 Terminology 47. 45- Substantial Completion--The time at A. The following words or terms are not defined ' which the Work (or a specified part thereof) has but, when used in the Bidding Requirements or Contract progressed to the point where, in the opinion of Engineer, Documents,have the following meaning. the Work (or a specified part thereof) is sufficiently ' complete, in accordance with the Contract Documents, so B..Intent of Certain Terms or Adjectives that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms 1. The Contract Documents include the terms "substantially complete" and "substantially completed" as "as allowed," "as approved," "as ordered", "as directed" ' applied to all or part of the Work refer to Substantial or terms of like effect or import to authorize an exercise Completion thereof. of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," ' 48. 46- Successful Bidder--The Bidder "proper," "satisfactory," or adjectives of like effect or submitting a responsive Bid to whom Owner makes an import are used to describe an action or determination of award. Engineer as to the Work. It is intended that such exercise 49. 4� Supplementary Conditions--That part of of professional judgment, action or determination will be ' the Contract Documents which amends or supplements solely to evaluate, in general, the Work for compliance these General Conditions. with the requirements of and information in the Contract Documents and conformance with the design concept of ' 50. 4& Supplier--A manufacturer, fabricator, the completed Project as a functioning whole as shown or supplier, distributor, materialman, or vendor having a indicated in the Contract Documents (unless there is a direct contract with Contractor or with any Subcontractor specific statement indicating otherwise). The use of any to furnish materials or equipment to be incorporated in the such term or adjective is not intended to and shall not be ' Work by Contractor or any Subcontractor. effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work or any 51.49- Underground Facilities--All underground duty or authority to undertake responsibility contrary to pipelines, conduits, ducts, cables,wires, manholes, vaults, the provisions of Paragraph 9.09 or any other provision of ' tanks, tunnels, or other such facilities or attachments, and the Contract Documents. any encasements containing such facilities, including those that convey electricity, gases, steam, liquid C.Day ' petroleum products, telephone or other communications, 1. The word "day" means a calendar day of 24 cable television, water, wastewater, storm water, other liquids or chemicals,or traffic or other control systems. hours measured from midnight to the next midnight. 52.59- Unit Price Work--Work to be paid for on ' the basis of unit prices. Standard General Conditions of the Construction Contract—00700—Page 8 of 44 , H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/1 712 00 5 1 D.Defective B. Evidence of Insurance: Before Owner will execute the Agreement,and before any Work at the Site is 1 1. The word "defective," when modifying the started,Contractor and OwneF shall earl; deliver to Owner word "Work," refers to Work that is unsatisfactory, the etheF,with copies to each additional insured identified faulty,or deficient in that it: in the Supplementary Conditions,certificates of insurance 1 (and other evidence of insurance which either of them or a. does not conform to the Contract Documents, any additional insured may reasonably request) which or Contractor and Owner respeetively—are is required to purchase and maintain in accordance with Article 5. ' b. does not meet the requirements of any applicable inspection, reference standard, test, or 2.02 Copies of Documents approval referred to in the Contract Documents, 1 or A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project c. has been damaged prior to Engineer's - Manual. Additional copies will be furnished upon request recommendation of final payment (unless at the cost of reproduction. 1 responsibility for the protection thereof has been assumed by Owner at Substantial Completion in 2.03 Commencement of Contract Times; Notice to accordance with Paragraph 14.04 or 14.05). Proceed 1 E.Furnish, Install, Perform, Provide A.Following the execution of the Agreement by the Owner and the Contractor. written Notice to Proceed 1. The word "furnish," when used in connection with the Work shall be given by the Owner to the with services, materials, or equipment, shall mean to Contractor. The Contract Times will commence to run on 1 supply and deliver said services, materials, or equipment the thit4iet" day after the Ef-etive Data of the n gg~eeme^' to the Site(or some other specified location)ready for use or, :f a Natie^to PFBeeed is given on t"^day indicated in or installation and in usable or operable condition. the Notice to Proceed. A Notice to Proceed may be given 1 at any time within 30 days after the Effective Date of the 2. The word "install," when used in connection Agreement. In ne- eveant will the Gentr_ast-ems with services, materials, or equipment, shall mean to put i to ma later t"a~ the sihtiet" `ay ^fte~the day into use or place in final position said services, materials, of Bid^ ^ ^a^~the t":...:et" d&y after.the Effeetiye Da4e 1 or equipment complete and ready for intended use. ef the Agreement,whie"eve~`late is earlier. 3. The words"perform"or"provide," when used 2.04 Starting the Work in connection with services,materials,or equipment, shall 1 mean to furnish and install said services, materials, or A. Contractor shall start to perform the Work on equipment complete and ready for intended use. the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which 1 4. When "furnish," "install," "perform," or the Contract Times commence to run. "provide" is not used in connection with services, materials, or equipment in a context clearly requiring an 2.05 Before Starting Construction obligation of Contractor,"provide"is implied. 1 A. Preliminary Schedules: Within 10 days after F. Unless stated otherwise in the Contract the Effective Date of the Agreement (unless otherwise Documents, words or phrases which have a well-known specified in the General Requirements), Contractor shall technical or construction industry or trade meaning are submit to Engineer for timely review: 1 used in the Contract Documents in accordance with such recognized meaning. 1. a preliminary Progress Schedule; indicating the times (numbers of days or dates) for starting and 1 completing the various stages of the Work, including any ARTICLE 2-PRELIMINARY MATTERS Milestones specified in the Contract Documents; 2. a preliminary Schedule of Submittals;and 1 2.01 Delivery of Bonds and Evidence of Insurance A. When Contractor delivers the executed 1 counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. 1 Standard General Conditions of the Construction Contract—00700—Page 9 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1 3. a rY relimina Schedule of Values for all of the 2. Contractor's Schedule of Submittals will be ' preliminary Work which includes quantities and prices of items which acceptable to Engineer if it provides a workable when added together equal the Contract Price and arrangement for reviewing and processing the required ' subdivides the Work into component parts in sufficient submittals. detail to serve as the basis for progress payments during performance of the Work. Such prices will include an 3. Contractor's Schedule of Values will be ' appropriate amount of overhead and profit applicable to acceptable to Engineer as to form and substance if it each item of Work. provides a reasonable allocation of the Contract Price to component parts of the Work. 4. a preliminary list of construction equipment ' with hourly rates, owned or rented by the Contractor and 4. Contractor's Schedule of Equipment will be all Subcontractors that will be used in the performance of acceptable to Engineer as to form and substance if it the Work. The equipment list will include information provides the necessary information to reference the necessary to confirm the hourly rates in accordance with equipment and establish the hourly rates in accordance ' paragraph 11.0]A.5.c of these General Conditions with paragraph 11.01.A.5.c of these General Conditions. including: make, model, and year of manufacture as well as the horse power,capacity or weight,and accessories. 2.06 Preconstruction Conference ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, ' AMENDING,REUSE A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and ' others as appropriate will be held to establish a working 3.01 Intent understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, A. The Contract Documents are complementary; procedures for handling Shop Drawings and other what is required by one is as binding as if required by all. ' submittals, processing Applications for Payment, and maintaining required records. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) ' 2.07 Initial Acceptance of Schedules to be constructed in accordance with the Contract n .n t least 40 days be fore sub F.w-. Arsi Documents. Any labor, documentation, services, r ent�erenee attended by materials, or equipment that may reasonably be inferred C iRtFaGra;,--�� y —a te ' r„„tr^„*„ g„,..„ve. ^„,� ,.t�,e... ^ „r;^te ,,,;ll he from the Contract Documents or from prevailing custom held to _ ' e ,c. ae „tabiiit. . ided- or trade usage as being required to produce the intended b th result will be provided whether or not specifically called Paragraph 2.05.A. GentraGt„F Shall have ., ^.1l1:+:�,„el_.10 for at no additional cost to Owner. days to make e estiens and adjustments and to „ „lete C. Clarifications and interpretations of the ade—te GeF+tr��unt+l�septab schedules ^ Contract Documents shall be issued by Engineer as Enbine provided in Article 9. subfnitted 'A. Prior to the first application3.02 Reference Standards for payment all .f schedules and documents identified in paragraph 2.05.A of these General Conditions shall be finalized and A. Standards, Specifications, Codes, Laws, and ' acceptable to the Engineer and Owner. No progress Regulations payment shall be made to Contractor until acceptable schedules are submitted to Engineer and Owner as 1. Reference to standards, specifications, provided below. Acceptance of these schedules and manuals, or codes of any technical society, organization, ' documents by either Engineer or Owner will neither or association, or to Laws or Regulations, whether such impose on Engineer or Owner responsibility for the reference be specific or by implication, shall mean the sequencing, scheduling or progress of the Work and will standard, specification, manual, code, or Laws or , not interfere with or relieve Contractor from Contractor's Regulations in effect at the time of opening of Bids(or on full responsibility therefore. the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in 1. The Progress Schedule will be acceptable to the Contract Documents. ' Engineer and Owner if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer and Owner 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. 1 Standard General Conditions of the Construction Contract—00700—Page 10 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1 1 s 2. No provision of any such standard, b. the provisions of any Laws or Regulations specification, manual or code, or any instruction of a applicable to the performance of the Work 1 Supplier shall be effective to change the duties or (unless such an interpretation of the provisions responsibilities of Owner, Contractor,or Engineer, or any of the Contract Documents would result in of their subcontractors, consultants, agents, or employees violation of such Law or Regulation). 1 from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to 3.04 Amending and Supplementing Contract Owner, or Engineer, or any of,their Related Entities, any Documents duty or authority to supervise or direct the performance of 1 the Work or any duty or authority to undertake A. The Contract Documents may be amended to responsibility inconsistent with the provisions of the provide for additions,deletions,and revisions in the Work Contract Documents. or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. 1 3.03 Reporting and Resolving Discrepancies B. The requirements of the Contract Documents A.Reporting Discrepancies may be supplemented, and minor variations and 1 deviations in the Work may be authorized,by one or more 1. Contractor's Review of Contract Documents of the following ways: Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the 1. A Field Order; 1 Contract Documents and check and verify pertinent figures therein and all applicable field measurements. 2. Engineer's approval of a Shop Drawing or Contractor shall promptly report in writing to Engineer Sample; (Subject to the provisions of Paragraph any conflict, error, ambiguity, or discrepancy which 6.17.D.3);or 1 Contractor may discover and shall obtain a written interpretation or clarification from Engineer before 3. Engineer's written interpretation or proceeding with any Work affected thereby. clarification. 1 2. Contractor's Review of Contract Documents 3.05 Reuse of Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, A. Contractor and any Subcontractor or Supplier 1 ambiguity, or discrepancy within the Contract Documents or other individual or entity performing or furnishing all or between the Contract Documents and any provision of of the Work under a direct or indirect contract with any Law or Regulation applicable to the performance of Contractor,shall not: the Work or of any standard, specification, manual or 1 code, or of any instruction of any Supplier, Contractor 1. have or acquire any title to or ownership rights shall promptly report it to Engineer in writing. Contractor in any of the Drawings, Specifications, or other shall not proceed with the Work affected thereby (except documents (or copies of any thereof) prepared by or ln an emergency as required by Paragraph 6.16.A) until bearing the seal of Engineer or Engineer's consultants, 1 n amendment or supplement to the Contract Documents including electronic media editions;or as been issued by one of the methods indicated in 2. reuse any of such Drawings, Specifications, Paragraph 3.04. other documents, or copies thereof on extensions of the 1 3.Contractor shall not be liable to Owner or Project or any other project without written consent of Engineer for failure to report any conflict, error, Owner and Engineer and specific written verification or ambiguity, or discrepancy in the Contract Documents adaption by Engineer. 1 unless Contractor knew or reasonably should have known thereof. B. The prohibition of this Paragraph 3.05 will survive final payment, or termination of the Contract. B.Resolving Discrepancies Nothing herein shall preclude Contractor from retaining 1 copies of the Contract Documents for record purposes. 1.Except as may be otherwise specifically stated in the Contract Documents,the provisions of the Contract 3.06 Electronic Data Documents shall take precedence in resolving any 1 conflict, error, ambiguity, or discrepancy between the A. Copies of data furnished by Owner or provisions of the Contract Documents and: Engineer to Contractor or Contractor to Owner or Engineer that may be relied upon are limited to the 1 a. the provisions of any standard, specification, printed copies (also known as hard copies). Files in manual, code, or instruction (whether or not electronic media format of text, data, graphics, or other specifically incorporated by reference in the types are furnished only for the convenience of the Contract Documents); or receiving party. Any conclusion or information obtained 1 Standard General Conditions of the Construction Contract—00700—Page 11 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1 or derived from such electronic files will be at the user's D. If it is necessary or desirable that the ' sole risk. If there is a discrepancy between the electronic Contractor use land outside of the Owner's easement or files and the hard copies,the hard copies govern. right-of-way, the Contractor shall obtain written consent ' from the property owner and tenant of the land. The B. Because data stored in electronic media Contractor shall not enter for materials delivery or occupy format can deteriorate or be modified inadvertently or for any other purpose with men, tools, equipment, ' otherwise without authorization of the data's creator, the construction materials, or with materials excavated from party receiving electronic files agrees that it will perform the site any private property outside the designated acceptance tests or procedures within 60 days,after which construction easement boundaries or right-of-way without the receiving party shall be deemed to have accepted the written permission from the property owner and tenant. t data thus transferred. Any errors detected within the 60- day acceptance period will be corrected by the 4.02 Subsurface and Physical Conditions transferring party. A. Reports and Drawings: The Supplementary , C. When transferring documents in electronic Conditions identify: media format, the transferring party makes no representations as to long term compatibility, usability,or 1. those reports of explorations and tests of ' readability of documents resulting from the use of subsurface conditions at or contiguous to the Site that software application packages, operating systems, or Engineer has used in preparing the Contract Documents; computer hardware differing from those used by the and data's creator. ' 2. those drawings of physical conditions in or relating to existing surface or subsurface structures at or ARTICLE 4 - AVAILABILITY OF LANDS; contiguous to the Site (except Underground Facilities) SUBSURFACE AND PHYSICAL CONDITIONS; that Engineer has used in preparing the Contract ' HAZARDOUS ENVIRONMENTAL CONDITIONS; Documents. REFERENCE POINTS B. Limited Reliance by Contractor on Technical ' Data Authorized: Contractor may rely upon the general 4.01 Availability of Lands accuracy of the"technical data" contained in such reports and drawings, but such reports and drawings are not A. Owner shall furnish the Site. Owner shall Contract Documents. Such "technical data" is identified ' notify Contractor of any encumbrances or restrictions not in the Supplementary Conditions.Except for such reliance of general application but specifically related to use of the on such"technical data,"Contractor may not rely upon or Site with which Contractor must comply in performing make any claim against Owner or Engineer, or any of the Work. Owner will obtain in a timely manner and pay their Related Entities with respect to: ' for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are 1.the completeness of such reports and drawings unable to agree on entitlement to or on the amount or for Contractor's purposes, including, but not limited to, ' extent, if any, of any adjustment in the Contract Price or any aspects of the means, methods, techniques, Contract Times, or both, as a result of any delay in sequences,and procedures of construction to be employed Owner's furnishing the Site or a part thereof, Contractor by Contractor, and safety precautions and programs may make a Claim therefor as provided in Paragraph incident thereto;or ' 10.05. 2. other data, interpretations, opinions, and B. Upon reasonable written request, Owner shall information contained in such reports or shown or furnish Contractor with a current statement of record legal indicated in such drawings;or ' title and legal description of the lands upon which the 3. any Contractor interpretation of or conclusion Work is to be performed and Owner's interest therein as drawn from any "technical data" or any such other data, necessary for giving notice of or filing a mechanic's or interpretations,opinions,or information. ' construction lien against such lands in accordance with applicable Laws and Regulations. 4.03 Differing Subsurface or Physical Conditions C. Contractor shall provide for all additional A. Notice: If Contractor believes that any ' lands and access thereto that may be required for subsurface or physical condition at or contiguous to the temporary construction facilities or storage of materials Site that is uncovered or revealed either: and equipment. 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 Standard General Conditions of the Construction Contract—00700—Page 12 of 44 ' H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 2. is of such a nature as to require a change in the b. the existence of such condition could Contract Documents;or reasonably have been discovered or revealed as a ' result of any examination, investigation, 3. differs materially from that shown or indicated exploration, test, or study of the Site and in the Contract Documents;or contiguous areas required by the Bidding ' 4. is of an unusual nature, and differs materially Requirements or Contract Documents to beconducted by or for Contractor prior to from conditions ordinarily encountered and generally Contractor's making such final commitment;or recognized as inherent in work of the character provided ' for in the Contract Documents; c. Contractor failed to give the written notice as then Contractor shall, promptly after becoming aware required by Paragraph 4.03.A. thereof and before further disturbing the subsurface or physical conditions or performing any Work in 3. If Owner and Contractor are unable to agree ' connection therewith(except in an emergency as required on entitlement to or on the amount or extent, if any, of by Paragraph 6.16.A), notify Owner and Engineer in any adjustment in the Contract Price or Contract Times, writing about such condition. Contractor shall not further or both, a Claim may be made therefor as provided in ' disturb such condition or perform any Work in connection Paragraph .05. However, Owner and Engineer, and any of their Related therewith (except as aforesaid) until receipt of written Entities shall not be liable to Contractor order to do so. Contractor shall notify the Owner and for any claims, costs, losses, or damages (including but Engineer in writing about differing subsurface or physical not limited to all fees and charges of engineers, architects, conditions within 5 days of discovery and before attorneys, and other professionals and all court or disturbing the subsurface as stated above. No claim for arbitration or other dispute resolution costs) sustained by Contractor on an adiustment in the contract price or contract times (or or in connection with any other project or pr Milestones) will be valid for differing subsurface or anticipated project. ' physical conditions if procedures of this paragraph 4.03 4.04 Underground Facilities are not followed. ' B. Engineer's Review: After receipt of written A.Shown or Indicated: The information and data notice as required. by Paragraph 4.03.A, Engineer will shown or .indicated in the Contract Documents with .promptly review 'the pertinent condition, determine the respect to existing Underground Facilities at or necessity of Owner's obtaining additional exploration or contiguous to the Site is based on information and data ' tests with respect thereto, and advise Owner in writing furnished to Owner or Engineer by the owners of such (with a copy to Contractor) of Engineer's findings and Underground Facilities, including Owner, or by others. conclusions. Unless it is otherwise expressly provided in the Supplementary Conditions: ' C. Possible Price and Times Adjustments 1. Owner and Engineer shall not be responsible 1. The Contract Price or.the Contract Times, or for the accuracy or completeness of any such information ' both, will be equitably adjusted to the extent that the or data;and existence of such differing subsurface or physical condition causes an increase or decrease in Contractor's 2. the cost of all of the following will be cost of, or time required for, performance of the Work; included in the Contract Price, and Contractor shall have ' subject,however,to the following: full responsibility for: a. such condition must meet any one or more of a. reviewing and checking all such information the categories described in Paragraph 4.03.A; and data, and - b. with respect to Work that is paid for on a Unit b. locating all Underground Facilities shown or Price Basis, any adjustment in Contract Price indicated in the Contract Documents, ' will be subject to the provisions of Paragraphs 9.07 and ]1.03. c. coordination of the Work with the owners of such Underground Facilities, including Owner, 2. Contractor shall not be entitled to any during construction,and adjustment in the Contract Price or Contract Times if: d. the safety and protection of all such a. Contractor knew of the existence of such Underground Facilities and repairing any conditions at the time Contractor made a final damage thereto resulting from the Work. ' commitment to Owner with respect to Contract Price and Contract Times by the submission of a B.Not Shown or Indicated Bid or becoming bound under a negotiated ' contract;or Standard General Conditions of the Construction Contract—00700—Page 13 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 • • ' 1. If an Underground Facility is uncovered or B. Limited Reliance by Contractor on Technical revealed at or contiguous to the Site which was not shown Data Authorized: Contractor may rely upon the general or indicated, or not shown or indicated with reasonable accuracy of the"technical data"contained in such reports , accuracy in the Contract Documents, Contractor shall, and drawings, but such reports and drawings are not promptly after becoming aware thereof and before further Contract Documents. Such "technical data" is identified disturbing conditions affected thereby or performing any in the Supplementary Conditions.Except for such reliance ' Work in connection therewith (except in an emergency as on such"technical data," Contractor may not rely upon or required by Paragraph 6.16.A), identify the owner of such make any claim against Owner or Engineer, or any of Underground Facility and give written notice to that their Related Entities with respect to: owner and to Owner and Engineer. Engineer will ' promptly review the Underground Facility and determine 1. the completeness of such reports and drawings the extent, if any, to which a change is required in the for Contractor's purposes, including, but not limited to, Contract Documents to reflect and document the any aspects of the means, methods,techniques, sequences consequences of the existence or location of the and procedures of construction to be employed by ' Underground Facility. During such time, Contractor shall Contractor and safety precautions and programs incident be responsible for the safety and protection of such thereto;or Underground Facility. , 2. other data, interpretations, opinions and 2. If Engineer concludes that a change in the information contained in such reports or shown or Contract Documents is required, a Work Change indicated in such drawings;or Directive or a Change Order will be issued to reflect and ' document such consequences. An equitable adjustment 3. any Contractor interpretation of or•conclusion shall be made in the Contract Price or Contract Times, or drawn from any "technical data" or any such other data, both, to the extent that they are attributable to the interpretations,opinions or information. existence or location of any Underground Facility that ' was not shown or indicated or not shown or indicated C. Contractor shall not be responsible for any with reasonable accuracy in the Contract Documents and Hazardous Environmental Condition uncovered or that Contractor did not know of and could not reasonably revealed at the Site which was not shown or indicated in have been expected to be aware of or to have anticipated. Drawings or Specifications ur identified in the Contract ' If Owner and Contractor are unable to agree on Documents to be within the scope of the Work. entitlement to or on the amount or extent, if any, of any Contractor shall be responsible for a Hazardous such adjustment in Contract Price or Contract Times, Environmental Condition created with any materials ' Owner or Contractor may make a Claim therefor as brought to the Site by Contractor, Subcontractors, provided in Paragraph 10.05. Suppliers, or anyone else for whom Contractor is responsible. 4.05 Reference Points ' D. If Contractor encounters a Hazardous A. Owner shall provide engineering surveys to Environmental Condition or if Contractor or anyone for establish reference points for construction which in whom Contractor is responsible creates a Hazardous Engineer's judgment are necessary to enable Contractor Environmental Condition, Contractor shall immediately: ' to proceed with the Work. Contractor shall be responsible (i)secure or otherwise isolate such condition; (ii) stop all for laying out the Work, shall protect and preserve the Work in connection with such condition and in any area established reference points and property monuments,and affected thereby (except in an emergency as required by , shall make no changes or relocations without the prior Paragraph 6.16.A); and (iii) notify Owner and Engineer written approval of Owner. Contractor shall report to (and promptly thereafter confirm such notice in writing). Engineer whenever any reference point or property Owner shall promptly consult with Engineer concerning monument is lost or destroyed or requires relocation the necessity for Owner to retain a qualified expert to ' because of necessary changes in grades or locations, and evaluate such condition or take corrective action,if any. shall be responsible for the accurate replacement or relocation of such reference points or property E. Contractor shall not be required to resume monuments by professionally qualified personnel. Work in connection with such condition or in any affected 4.06 Hazardous Environmental Condition at Site area until after Owner has obtained any required permits related thereto and delivered to Contractor written notice: A. Reports and Drawings: Reference is made to (i) specifying that such condition and any affected area is ' the Supplementary Conditions for the identification of or has been rendered safe for the resumption of Work; or those reports and drawings relating to a Hazardous (ii) specifying any special conditions under which such Environmental Condition identified at the Site, if any,that Work may be resumed safely. If Owner and Contractor have been utilized by the Engineer in the preparation of cannot agree as to entitlement to or on the amount or , the Contract Documents. extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is , Standard General Conditions of the Construction Contract—00700—Page 14 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 agreed to be resumed by Contractor, either party may ARTICLE 5-BONDS AND INSURANCE make a Claim therefor as provided in Paragraph 10.05. ' F. If after receipt of such written notice 5.01 Performance, Payment, and Other Bonds Contractor does not agree to resume such Work based on ' a reasonable belief it is unsafe, or does not agree to A. Contractor shall furnish performance and resume such Work under such special conditions, then payment bonds, each in an amount at least equal to the Owner may order the portion of the Work that is in the Contract Price as security for the faithful performance and area affected by such condition to be deleted from the payment of all of Contractor's obligations under the Work. If Owner and Contractor cannot agree as to Contract Documents. These bonds shall remain in effect entitlement to or on the amount or extent, if any, of an until one year after the date when final payment becomes adjustment in Contract Price or Contract Times as a result due or until completion of the correction period specified of deleting such portion of the Work, then either party in Paragraph 13.07,whichever is later,except as provided ' may make a Claim therefor as provided in Paragraph otherwise by Laws or Regulations or by the Contract 10.05. Owner may have such deleted portion of the Work Documents. Contractor shall also furnish such other performed by Owner's own forces or others in accordance bonds as are required by the Contract Documents. ' with Article 7, B. All bonds shall be in the form prescribed by G. To the fullest extent permitted by Laws and the Contract Documents except as provided otherwise by Regulations, Owner shall indemnify and hold harmless Laws or Regulations, and shall be executed by such Contractor, Subcontractors, and Engineer, and the sureties as are named in the current list of"Companies officers, directors, partners, employees, agents, Holding Certificates of Authority as Acceptable Sureties consultants, and subcontractors of each and any of them on Federal Bonds and as Acceptable Reinsuring- from and against all claims, costs, losses, and damages Companies" as published in Circular 570 (amended) by ' (including but not limited to all fees and charges of the Financial Management Service, Surety Bond Branch, engineers, architects, attorneys, and other professionals U.S. Department of the Treasury. All bonds signed by an and all court or arbitration or other dispute resolution agent must be accompanied by a certified copy of the costs) arising out of or relating to a Hazardous agent's authority to act. Ail bonds signed by an agent ' Environmental Condition, provided that such Hazardous must have a_.Power of Attorne.,fcrm_attached to the Environmental Condition: (i) was riot shown or indicated Bond. in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of C. if the surety on any bond furnished 'by the Work, and (ii) was not created by Contractor or by Contractor is declared bankrupt or becomes insolvent or anyone for whom Contractor is responsible. Nothing in its right to do business is terminated in any state where this Paragraph 4.06. G shall obligate Owner to indemnify any part of the Project is located or it ceases to meet the ' any individual or entity from and against the requirements of Paragraph 5.01.13, Contractor shall consequences of that individual's or entity's own promptly notify Owner and Engineer and shall, within 20 negligence. days after the event giving rise to such notification, H. To the fullest extent permitted by Laws and provide another bond and surety, both of which shall ' Regulations, Contractor shall indemnify and hold comply with the requirements of Paragraphs 5.01.13 and harmless Owner and Engineer, and the officers, directors, 5.02. partners, employees, agents, consultants, and 5.02 Licensed Sureties and Insurers ' subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not A. All bonds and insurance required by the limited to all fees and charges of engineers, architects, Contract Documents to be purchased and maintained by ' attorneys, and other professionals and all court or Owner or Contractor shall be obtained from surety or arbitration or other dispute resolution costs)arising out of insurance companies that are duly licensed or authorized or relating to a Hazardous Environmental Condition in the jurisdiction in which the Project is located to issue created by Contractor or by anyone for whom Contractor bonds or insurance policies for the limits and coverages ' is responsible. Nothing in this Paragraph 4.06.14 shall so required. Such surety and insurance companies shall obligate Contractor to indemnify any individual or entity also meet such additional requirements and qualifications from and against the consequences of that individual's or as may be provided in the Supplementary Conditions. entity's own negligence. ' 5.03 Certificates of Insurance 1. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental A.Contractor shall deliver to Owner,with copies Condition uncovered or revealed at the Site. to each additional insured identified in the Supplementary ' Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. ' Standard General Conditions of the Construction Contract—00700—Page 15 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 9 ! ' 5. claims for damages, other than to the Work .,t„ sh a d.dit:e„el insured identified in the Supple„.e„tafy itself, because of injury to or destruction of tangible GORditiGAS, GOAificctes Of ifiSUFaR (and c'thei: evidene property wherever located, including loss of use resulting ' ef ifIsUranee Fequested by ceflt ffiete_ ef any ether therefrom;and 6.claims for damages because of bodily injury or ' death of any person or property damage arising out of the B. An Authorized Representative of the ownership,maintenance or use of any motor vehicle. insurance company for the Contractor shall review the specified insurance requirements of Article 5 and shall 7. The Liability Policy purchased by Contractor ' provide to each insured and to each additional insured a will provide that the definition of bodily injury will letter stating that the requirements of Article 5 have been include claims for mental anguish. reviewed and certifying that the Contractor has, as a minimum, provided the insurance coverage as required by , Article 5. B. The policies of insurance required by this Paragraph 5.04 shall: C. All insurance required to be provided under Article 5 shall be written in such a manner as to afford 1. with respect to insurance required by ' primary insurance coverage (as opposed to excess or Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include secondary coverage) as to meet or exceed the insurance as additional insured requirements for all insureds and additional insureds and regarding „.er ssie„al liability) Owner and Engineer, the respective directors, officers. partners.. employees, Engineer's Consultants and any other individuals or ' agents and other consultants and subcontractors of each entities identified in the Supplementary Conditions, all of and any of all such additional insureds. whom shall be listed as additional insureds, and include 5.04 Contractor's Liability Insurance coverage for the respective officers, directors, partners, ' employees, agents,consultants and subcontractors of each and any of all such additional insureds, and the insurance A. Contractor shall purchase and maintain such afforded to these additional insureds shall provide liability and other insurance as is appropriate for the ' Work 'being performed and as will provide protection primary coverage for all claims covered thereby; from claims set forth below which may arise out of or 2, include at feast the specific coverages and be result from Contractor's performance of the Work and written for not less than the limits of liability provided in Contractor's other obligations under the Contract the Supplementary Conditions or required by Laws or ' Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or Regulations,whichever is greater; indirectly employed by any of them to perform any of the ' Work, or by anyone for whose acts any of them may be 3. include completed operations insurance; liable: 4. include contractual liability insurance 1. claims under workers' compensation, covering Contractor's indemnity obligations under ' disability benefits, and other similar employee benefit Paragraphs 6.11 and 6.20; acts; 5. contain a provision or endorsement that the 2. claims for damages against Contractor because coverage afforded will not be canceled, materially ' of bodily injury, property damage, occupational sickness, changed or renewal refused until at least 30 forty-five accident or disease, or death of or to Contractor's 45 days prior written notice has been given to Owner employees; and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a ' 3. claims for damages because of bodily injury, certificate of insurance has been issued (and the sickness, of disease, property damage, or death of any certificates of insurance furnished by the Contractor person other than Contractor's employees; pursuant to Paragraph 5.03 will so provide); 4. claims for damages insured b reasonably 6. remain in effect for a period of at least tHiW g y one year following final payment and at all times available personal injury liability coverage which are sustained: thereafter when Contractor may be correcting, removing, 'or replacing defective Work in accordance with Paragraph a. by any person as a result of an offense directly 13.07; and or indirectly related to the employment of such person by Contractor,or ' b.by any other person for any other reason; Standard General Conditions of the Construction Contract—00700—Page 16 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/1 712 00 5 1 7. with respect to completed operations 4. cover materials and equipment in transit for insurance, and any insurance coverage written on a incorporation in the Work or stored at the Site or at ' claims-made basis, remain in effect for at least twe three another location that was agreed to iR writing by ^,,,Fier years after final payment. prior to being incorporated in the Work, provided that such materials and equipment have been included in an ' a. Contractor shall furnish Owner and each other Application for Payment recommended by Engineer; acditional insured identified in the Supplementary Conditions,to whom a certificate 5. be endorsed to allow occupancy and to allow of insurance has been issued, evidence for partial utilization of the Work by Owner; and ' satisfactory to Owner and any such additional specifically endorse the Builder's Risk policy to allow for insured of continuation of such insurance at final such action; payment and er3e for each year thereafter until this provision is satisfied. 6. include testing and startup;and 5.05 Owner's Liability Insurance 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, ' A. In addition to the insurance required to be Contractor, and Engineer with 30 45 days written notice provided by Contractor under Paragraph 5.04, Owner, at to each other additional insured to whom a certificate of Owner's option, may purchase and maintain at Owner's insurance has been issued. expense Owner's own liability insurance as will protect ' Owner against claims which may arise from operations B. Owner shall purchase and maintain such under the Contract Documents. boiler and machinery insurance or additional property insurance as may be required by the Supplementary 5.06 Property Insurance—Purchased by Contractor Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and A. Unless otherwise provided in the Engineer, and any other individuals or entities identified Supplementary. Conditions, 9wwe Contractor shall in the Supplementary Conditions, and the officers, ' purchase an-1 maintain property insurance upon the Work directors, partners, employees, agents, consultants and at the Site'--in the amount of the full replacement cost subcontractors of each and any of them, each of whom is thereof (subject to such deductible amounts as may be deemed to have an insurable interest and shall be listed as. provided in the Supplementary Conditions or required by an insured or additional insured.. ' Laws and Regulations).This insurance shall: C. Contractor shall be responsible for any 1. :nclude the interests of Owner, Contractor, deductible or self-insured retention. Subcontractors, Sub-subcontractors, and Engineer, ' Engineer's consultants, and any other individuals or D. Q All the policies of insurance (and the entities identified in the Supplementary Conditions, and certificates or other evidence thereof) required to be the officers, directors, partners, employees, agents, purchased and maintained by Contractor in accordance consultants and subcontractors of each and any of them, with Paragraph 5.06 will .contain a provision or each of whom is deemed to have an insurable interest and endorsement that the coverage afforded will not be shall be listed as an insured or additional insured; canceled or materially changed or renewal refused until at least 30 45 days prior written notice has been given to ' 2. be written on a Builder's Risk "all-risk" or Owner and Contractor and to each other additional open peril or special causes of loss policy form that shall insured to whom a certificate of insurance has been issued at leas include insurance for physical loss or damage to and will contain waiver provisions in accordance with the Work, including machinery and testing of machinery Paragraph 5.07. The qualifications of the insurance ' (including e:ectrical units), temporary buildings, false company shall comply with the requirements of paragraph work, and materials and equipment in transit, and shall 5.02 and the Supplementary Conditions. insure against at least the following perils or causes of ' loss: fire, lightning, extended coverage, theft, vandalism E. D. Owner shall net be r-espensible feF and malicious mischief, earthquake, collapse, debris 5MY 1we131 removal, demolition occasioned by enforcement of Laws spesified :., this Paragraph 5.06 to pr-etert the interest � and Regulations, water damage, (other than caused by Gent...,etef, c..b,.,,.....,.,.ter er ..«L.ers in the .x,eFk to .r o flood) and such other perils or causes of loss as may be extent ef any deduetible ameunts that are identified in the specifically required by the Supplementary Conditions; Supplementaryy rend''*" The risk of loss to the Work within , eh identified a duetible . nt will be borne by ' 3. include expenses incurred in the repair or Contractor, Subcontractors, or others suffering any such replacement of any insured property (including but not loss, and if any of them wishes property insurance limited to fee=. and charges of engineers and architects); coverage within the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. ' Standard General Conditions of the Construction Contract—00700—Page 17 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 • ' F. l If Contractor requests in writing that other 2. loss or damage to the completed Project or special insurance be included in the property insurance part thereof caused by, arising out of, or resulting from policies provided under Paragraph 5.06, Owner shall, if fire or other insured peril or cause of loss covered by any ' possible, include such insurance, and the cost thereof will property insurance maintained on the completed Project be charged to Contractor by appropriate Change Order. or part thereof by Owner during partial utilization Prior to commencement of the Work at the Site, Owner pursuant to Paragraph 14.05,after Substantial Completion ' shall in writing advise Contractor whether or not such pursuant to Paragraph 14.04, or after final payment other insurance has been procured by Owner. pursuant to Paragraph 14.07. Q. Qualifications of the property insurance C. Any insurance policy maintained by Owner ' company shall be as specified in the Supplementary covering any loss, damage or consequential loss referred Conditions. to in Paragraph 5.07.13 shall contain provisions to the effect that in the event of payment of any such loss, 5.07 Waiver of Rights damage, or consequential loss, the insurers will have no ' A. Owner and Contractor intend that all policies rights of recovery against Contractor, Subcontractors, of purchased in accordance with Paragraph 5.06 will protect Engineer, or Engineer's Consultants, and the officers, Owner, Contractor, Subcontractors, aad Engineer, directors, partners, employees, agents, consultants and ' Engineer's Consultants, and all other individuals or subcontractors of each and any of them. entities identified in the Supplementary Conditions to be 5.08 Receipt and Application of Insurance Proceeds listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and A. Any insured less Losses insured under the ' subcontractors of each and any of them) in such policies policies of insurance required by Paragraphs 5.06 and SC- and will provide primary coverage for all losses and 5.06 that include Owner as a named insured will be damages caused by the perils or causes of loss covered adjusted with Owner and made payable to Owner as thereby. All such policies shall contain provisions to the fidusiai-y fer the insureds- — ' effect that in the event of payment of any loss or damage ,first named insured, and others as their interests may appear, subject to the requirements the insurers will have no rights of recovery against any of the insureds or additional, insureds thereunder. Owner, of any applicable mortgage clause and of Paragraph ' aid Contractor, Subcontractors. Engineer, Engineer's 5.08.B. Owner shall deposit in a separate account any Consultants and all other persons or entities identified in money so received and shall distribute it in accordance the Supplementary Conditions to be listed as insureds or with such agreement as the parties in interest may reach.' If no other special agreement is reached, the damaged ' additional insureds under such policies waive all rights Work shall be repaired or replaced, the moneys so against each other and their respective officers, directors, received applied on account thereof,and the Work and the partners, employees, agents, consultants and cost thereof covered by an appropriate Change Order. subcontractors of each and any of them for all losses and ' damages caused by,arising out of or resulting from any of B. Owner as €idasiai-} first named insured shall the perils or causes of loss covered by such policies and have power to adjust and settle any loss with the insurers any other property insurance applicable to the Work; and, unless one of the parties in interest shall object in writing in addition, waive all such rights against Subcontractors, within 15 days after the occurrence of loss to Owner's ' a*d Engineer, Engineer's Consultants, and all other exercise of this power. If such objection be made, Owner individuals or entities identified in the Supplementary as `�*a*r shall make settlement with the insurers in Conditions to be listed as insured or additional insured accordance with such agreement as the parties in interest (and the officers, directors, partners, employees, agents, may reach. If no such agreement among the parties in t consultants and subcontractors of each and any of them) interest is reached, Owner as fidursiary shall adjust and under such policies for losses and damages so caused. settle the loss with the insurers and, if required in writing None of the above waivers shall extend to the rights that by any party in interest, Owner as fidasiai=y shall give ' any party making such waiver may have to the proceeds bond for the proper performance of such duties. of insurance held by Owner as trustee or otherwise Arbitrators shall be chosen as provided in paragraph payable under any policy so issued. 5.08.C. Owner shall in that case make settlement with the insurers in accordance with the direction of such , B. Owner waives all rights against Contractor, arbitrators. If distribution of the insurance proceeds by Subcontractors, and Engineer, Engineer's Consultants, arbitration is required, the arbitrators will direct such and the officers, directors, partners, employees, agents, arbitration. consultants and subcontractors of each and any of them ' for. C. Arbitrators, if required, shall be selected in accordance with the Construction Industry Arbitration 1. loss due to business interruption, loss of use, Rules of the American Arbitration Association. 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 perils whether or not insured by Owner; and , Standard General Conditions of the Construction Contract—00700—Page 18 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 5.09 Acceptance of Bonds and Insurance; Option to B. At all times during the progress of the Work, ' Replace Contractor shall assign a competent' resident superintendent who shall not be replaced without written A. If either Owner or Contractor has any notice to Owner and Engineer except under extraordinary objection to the coverage afforded by or other provisions circumstances. The superintendent will be Contractor's ' of the bonds or insurance required to be purchased and representative at the Site and shall have authority to act on maintained by the other party in accordance with Article 5 behalf of Contractor. All communications given to or on the basis of non-conformance with the Contract received from the superintendent shall be binding on Documents, the objecting party shall so notify the other Contractor. party in writing within 10 days after receipt of the certificates (or other evidence requested) required by 6.02 Labor; Working Hours Paragraph 2.01.13. Owner and Contractor shall each ' provide to the other such additional information in respect A. Contractor shall provide competent, suitably of insurance provided as the other may reasonably qualified personnel to survey and lay out the Work and request. if either party does not purchase or maintain all perform construction as required by the Contract of the bonds and insurance required of such party by the Documents. Contractor shall at all times maintain good ' Contract Documents, such party shall notify the other discipline and order at the Site. Contractor shall be party in writing of such failure to purchase prior to the responsible to see that the completed Work complies start of the Work, or of such failure to maintain prior to accurately with the Contract Documents. any change in the required coverage. Without prejudice to ' any other right or remedy, the other party may elect to B. Except as otherwise required for the safety or obtain equivalent bonds or insurance to protect such other protection of persons or the Work or property at the Site parry's interests at the expense of the party who was or adjacent thereto, and except as otherwise stated in the required to provide such coverage, and a Change Order Contract Documents, all Work at the Site shall be ' shall be issued to adjust the Contract Price accordingly. performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, 5.10 Partial Utilization, Acknowledgment of Property Sunday, or any legal holiday without Owner's written ' Insurer consent given after prior written notice to Engineer. Eme; ency work A.1f Owner finds,it necessary to occupy or use a may be done without prior permission. portion or portions of the Work prior to Substantial " ' Completion of all the Work as provided in Paragraph 6.03 Services, Materials, and Equipment 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to A. Unless otherwise specified in the Contract ' Paragraphs 5.06 and SC-5.06 have acknowledged notice Documents, Contractor shall provide and assume full thereof and in writing effected any changes in coverage responsibility for all services,materials, equipment, labor, necessitated thereby. The insurers providing the property transportation, construction equipment and machinery, insurance shall consent by endorsement on the policy or tools, appliances, fuel, power, light, heat, telephone, policies, but the property insurance shall not be canceled water,sanitary facilities,temporary facilities,and all other or permitted to lapse on account of any such partial use or facilities and incidentals necessary for the performance, occupancy. testing,start-up,and completion of the Work. ' B. All materials and equipment incorporated into ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES 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 special warranties and 6.01 Supervision and Superintendence guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, A. Contractor shall supervise, inspect, and direct Contractor shall furnish satisfactory evidence (including ' the Work competently and efficiently, devoting such reports of required tests) as to the source, kind, and attention thereto and applying such skills and expertise as quality of materials and equipment. may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely C. All materials and equipment shall be stored, ' responsible for the means, methods, techniques, applied, installed, connected, erected, protected, used, sequences, and procedures of construction. Contractor cleaned, and conditioned in accordance with instructions shall not be responsible for the negligence of Owner or of the applicable Supplier, except as otherwise may be Engineer in the design or specification of a specific provided in the Contract Documents. ' means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. ' Standard General Conditions of the Construction Contract—00700—Page 19 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 6.04 Progress Schedule a. in the exercise of reasonable judgment ' Engineer determines that: A. Contractor shall adhere to the Progress ' Schedule established in accordance with Paragraph 2.07 1) it is at least equal in materials of as it may be adjusted from time to time as provided construction, quality, durability, appearance, below. strength,and design characteristics; 1. Contractor shall submit to Engineer fef 2) it will reliably perform at leasta9ee ' ptaftee (te the .. ent indisated in Paragraph 2.07) equally well the function and achieve the results with each application for payment an updated progress imposed by the design concept of the completed schedule reflecting the amount of work completed and Project as a functioning whole, ' proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such 3) it has a proven record of performance and availability of responsive service;and adjustments will comply with any provisions of the ' General Requirements applicable thereto. b. Contractor certifies that, if approved and 2. Until the updated schedules are submitted to incorporated into the Work: and acceptable to Engineer and Owner, Owner may l) there will be no increase in cost to ' withhold an amount from a progress payment that is the Owner or increase in Contract Times,and sufficient to pay the direct expenses that Owner may reasonably expect will be necessary to correct any 2) it will conform substantially to the problems based on Contractor's failure to submit detailed requirements of the item named in the ' acceptable updated schedules. Review and acceptance of Contract Documents. progress schedules by the Engineer will neither impose on Engineer responsibility for the sequencing, scheduling or 2. Substitute Items progress of the Work, nor interfere with or relieve ' Contractor from Contractor's full responsibility therefore. a. If in Engineer's sole discretion an item of material or equipment proposed by Contractor 3. z Proposed adjustments in the Progress does not qualify as an "or-equal" item under Schedule that will change the Contract Times shall be Paragraph 6.05.A.1, it will be considered a ' submitted in accordance with the requirements of Article -proposed substitute item. 12. Adjustments in Contract Time: may only be made by a Change Order. b. Contractor shall submit sufficient information ' as provided below to allow Engineer to 6.05 Substitutes and "Or-Equals" determine that the item of material or equipment proposed is essentially equivalent to that named A.Whenever an item of material or equipment is and an acceptable substitute therefore. Requests ' specified or described in the Contract Documents by for review of proposed substitute items of using the name of a proprietary item or the name of a material or equipment will not be accepted by particular Supplier, the specification or description is Engineer from anyone other than Contractor. intended to establish the type, function, appearance, and ' quality required. Unless the specification or description c. The requirements for review by Engineer will contains or is followed by words reading that no like, be as set forth in Paragraph 6.05.A.2.d, as equivalent, or "or-equal" item or no substitution is supplemented in the General Requirements and permitted, other items of material or equipment or as Engineer may decide is appropriate under the ' material or equipment of other Suppliers may be circumstances. submitted to Engineer for review under the circumstances described below. d. Contractor shall make written application to Engineer for review of a.proposed substitute item ' 1. "Or-Equal" Items: If in Engineer's sole of material or equipment that Contractor seeks to discretion an item of material or equipment proposed by furnish or use.The application: Contractor is functionally equal to that named and 1) shall certify that the proposed ' sufficiently similar so that no change in related Work will substitute item will: be required, it may be considered by Engineer as an "or-equal" item, in which case review and approval of the a) perform adequately the functions and proposed item may, in Engineer's sole discretion, be achieve the results called for by the ' accomplished without compliance with some or all of the general design, requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed b) be similar in substance to that item of material or equipment will be considered specified,and functionally equal to an item so named if: c) be suited to the same use as that specified; Standard General Conditions of the Construction Contract—00700—Page 20 of 44 ' H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 • . 2)will state: D. Special Guarantee: Owner may require Contractor to furnish at Contractor's expense a special ' a)the extent, if any,to which the use of performance guarantee or other surety with respect to any the proposed substitute item will substitute. prejudice Contractor's achievement of Substantial Completion on time; E. Engineer's Cost Reimbursement: Engineer will record Engineer's costs in evaluating a substitute b) whether or not use of the proposed proposed or submitted by Contractor pursuant to substitute item in the Work will require Paragraphs 6.05.A.2 and 6.05.B Whether or not Engineer ' a change in any of the Contract approves a substitute item so proposed or submitted by Documents (or in the provisions of any Contractor, Contractor shall reimburse Owner for the other direct contract with Owner for charges of Engineer for evaluating each such proposed other work on the Project) to adapt the substitute. Contractor shall also reimburse Owner for the ' design to the proposed substitute item; charges of Engineer for making changes in the Contract and Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of c) whether or not incorporation or use' of the proposed substitute item in each proposed substitute. connection with the Work is subject to 1. Payment for such evaluation and redesign payment of any license fee or royalty; shall be made at the hourly rates specified in the Bid ' Form and made by deduction from the monthly progress 3)will identify: payments and the final payment as the evaluation and a) all variations of the proposed redesign expenses are incurred. substitute item from that specified,and F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or b) available engineering, sales, "or equal"at Contractor's expense maintenance, repair, and replacement services; 6.06 Concerning Subcontractors, Suppliers, and Others 4) and shall contain an itemized estimate of all costs or credits that will result A. Contractor shall not employ any directly or indirectly from use of such substitute Subcontractor, Supplier, or other individual or entity ' item, including costs of redesign and claims of (including those acceptable to Owner as indicated in other contractors affected by any resulting Paragraph 6.06.B), whether initially or as a replacement, change, against whom Owner may have reasonable objection. Contractor shall not be required to employ any B. Substitute Construction Methods or Subcontractor, Supplier, or other individual or entity to Procedures: if a specific means, method, technique, furnish or perform any of the Work against whom sequence, or procedure of construction is expressly Contractor has reasonable objection. ' required by the Contract Documents, Contractor may B. If the Supplementary Conditions require the furnish or utilize a substitute means, method, technique, identity of certain Subcontractors, Suppliers, or other sequence, or procedure of construction approved by individuals or entities to be submitted to Owner in ' Engineer. Contractor shall submit sufficient information advance for acceptance by Owner by a specified date to allow Engineer, in Engineer's sole discretion, to prior to the Effective Date of the Agreement, and if determine that the substitute proposed is equivalent to that Contractor has submitted a list thereof in accordance with ' expressly called for by the Contract Documents. The the Supplementary Conditions, Owner's acceptance requirements for review by Engineer will be similar to (either in writing or by failing to make written objection those provided in Paragraph 6.05.A.2. thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents)of ' C. Engineer's Evaluation: Engineer will be any such Subcontractor, Supplier, or other individual or allowed a reasonable time within which to evaluate each entity so identified may be revoked on the basis of proposal or submittal made pursuant to Paragraphs 6.05.A reasonable objection after due investigation. Contractor and 6.05.B. Engineer may require Contractor to furnish shall submit an acceptable replacement for the rejected ' additional data about the proposed substitute item. Subcontractor, Supplier, or other individual or entity, and Engineer will be the sole judge of acceptability. No "or the Contract Price will be adjusted by the difference in the equal" or substitute will be.ordered, installed or utilized cost occasioned by such replacement, and an appropriate until Engineer's review is complete, which will be Change Order will be issued. No acceptance by Owner of ' evidenced by either a Change Order for a substitute or an any such Subcontractor, Supplier, or other individual or approved Shop Drawing for an "or equal." Engineer will entity, whether initially or as a replacement, shall advise Contractor in writing of any negative constitute a waiver of any right of Owner or Engineer to ' determination. reject defective Work. Standard General Conditions of the Construction Contract—00700—Page 21 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 • • C. Contractor shall be full responsible to Owner damages caused b ,arising out of,relating to,or resulting ' Y p g Y g and Engineer for all acts and omissions of the from any of the perils or causes of loss covered by such Subcontractors, Suppliers, and other individuals or policies and any other property insurance applicable to the ' entities performing or furnishing any of the Work just as Work. If the insurers on any such policies require separate Contractor is responsible for Contractor's own acts and waiver forms to be signed by any Subcontractor or omissions.Nothing in the Contract Documents: Supplier,Contractor will obtain the same. ' 1. shall create for the benefit of any such 6.07 Patent Fees and Royalties Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and A. Contractor shall pay all license fees and ' • any such Subcontractor, Supplier or other individual or royalties and assume all costs incident to the use in the entity,nor performance of the Work or the incorporation in the Work of any invention, design, process, product, or device 2. shall anything in the Contract Documents which is the subject of patent rights or copyrights held by ' create any obligation on the part of Owner or Engineer to others. If a particular invention, design, process, product, pay or to see to the payment of any moneys due any such or device is specified in the Contract Documents for use Subcontractor, Supplier, or other individual or entity in the performance of the Work and if to the actual except as may otherwise be required by Laws and knowledge of Owner or Engineer its use is subject to , Regulations. Owner or Engineer may furnish to any such patent rights or copyrights calling for the payment of any Subcontractor, Supplier or other person or organization, license fee or royalty to others, the existence of such to the extent practicable, information about amounts paid rights shall be disclosed by Owner in the Contract ' to Contractor in accordance with Contractor's Documents. Applications for Payment on account of the particular Subcontractor's, Suppliers, or other person's or other B. To the fullest extent permitted by Laws and organization's Work. Regulations, Contractor shall indemnify and hold ' harmless Owner, afA Engineer, Engineer's Consultants, D. Contractor shall be solely responsible for and the officers, directors, partners, employees, agents, scheduling and coordinating the Work of Subcontractors, consultants and subcontractors of each and any of them Suppliers, and other individuals or entities performing,or from and against all claims, costs, losses, and damages(including furnishing any of the Work under a direct or indirect (including but not limited to all fees and charges of contract with Contractor. engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution E. Contractor shall require all Subcontractors, costs) arising out of or relating to any infringement of ' Suppliers, and such other individuals or entities patent rights or copyrights incident to the use in the performance of the Work or resulting from the performing or furnishing any of the Work to communicate with Engineer through Contractor. incorporation in the Work of any invention, design, ' process, product, or device not specified in the Contract F. The divisions and sections of the Documents. Specifications and the identifications of any Drawings 6.08 Permits shall not control Contractor in dividing the Work among ' Subcontractors or Suppliers or delineating the Work to be A. Unless otherwise provided in the performed by any specific trade. Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall , G. All Work performed for Contractor by a assist Contractor, when necessary, in obtaining such Subcontractor or Supplier will be pursuant to an permits and licenses. Contractor shall pay all appropriate agreement between Contractor and the governmental charges and inspection fees necessary for Subcontractor or Supplier which specifically binds the the prosecution of the Work which are applicable at the ' Subcontractor or Supplier to the applicable terms and time of opening of Bids, or, if there are no Bids, on the conditions of the Contract Documents for the benefit of Effective Date of the Agreement. Owner shall pay all Owner and Engineer. Whenever any such agreement is charges of utility owners for connections for providing with a Subcontractor or Supplier who is listed as an permanent service to the Work. ' additional insured on the property insurance provided in Paragraph 5.06, the agreement between the Contractor 6.09 Laws and Regulations and the Subcontractor or Supplier will contain provisions ' whereby the Subcontractor or Supplier waives all rights A. Contractor shall give all notices required by against Owner, Contractor, aR4 Engineer, Engineer's and shall comply with all Laws and Regulations Consultants, and all other individuals or entities identified applicable to the performance of the Work. Except where in the Supplementary Conditions to be listed as insureds otherwise expressly required by applicable Laws and ' or additional insureds (and the officers, directors, Regulations, neither Owner nor Engineer shall be partners, employees, agents, consultants and responsible for monitoring Contractor's compliance with subcontractors of each and any of them) for all losses and any Laws or Regulations. Standard General Conditions of the Construction Contract—00700— Page 22 of 44 , H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 B. If Contractor performs any Work knowing or costs) arising out of or relating to any claim or action, having reason to know that it is contrary to Laws or legal or equitable,brought by any such owner or occupant ' Regulations, Contractor shall bear all claims, costs, against Owner, Engineer, or any other party indemnified losses, and damages (including but not limited to all fees hereunder to the extent caused by or based upon and charges of engineers, architects, attorneys, and other Contractor's performance of the Work. ' professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. B.Removal of Debris During Performance of the However, it shall not be Contractor's primary Work: During the progress of the Work Contractor shall responsibility to make certain that the Specifications and keep the Site and other areas free from accumulations of ' Drawings are in accordance with Laws and Regulations, waste materials, rubbish, and other debris. Removal and but this shall not relieve Contractor of Contractor's disposal of such waste materials,rubbish, and other debris obligations under Paragraph 3.03. shall conform to applicable Laws and Regulations. ' C. Changes in Laws or Regulations not known at C. Cleaning: Prior to Substantial Completion of the time of opening of Bids (or, on the Effective Date of the Work Contractor shall clean the Site and the Work the Agreement if there were no Bids) having an effect on and make it ready for utilization by Owner. At the the cost or time of performance of the Work shall may be completion of the Work Contractor shall remove from the ' the subject of an adjustment in Contract Price or Contract Site all tools, appliances, construction equipment and Times. If Owner and Contractor are unable to agree on machinery, and surplus materials and shall restore to entitlement to or on the amount or extent, if any, of any original condition all property not designated for ' such adjustment, a Claim may be made therefor as alteration by the Contract Documents. provided in Paragraph 10.05. D. Loading Structures: Contractor shall not load 6.10 Taxes nor permit any part of any structure to be loaded in any ' manner that will endanger the structure, nor shall A. Contractor shall pay all sales, consumer, use, Contractor subject any part of the Work or adjacent and other similar taxes required to be paid by Contractor property to stresses or pressures that will endanger it. in accordance with the Laws and Regulations of the place ' of the Project which are applicable during the 6.12. Record Documents performance of the Work. A.Contractor shall maintain to a safe place at the ' 6.11 Use of Site and Other Areas Site one record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field A.Limitation on Use of Site and Other Areas Orders, and written interpretations and clarifications in good order and annotated to show changes made during ' 1. Contractor shall confine construction construction. These record documents together with all equipment, the storage of materials and equipment, and approved Samples and a counterpart of all approved Shop the operations of workers to the Site and other areas Drawings will be available to Engineer for reference. ' permitted by Laws and Regulations, and shall not Upon completion of the Work, these record documents, unreasonably encumber the Site and other areas with Samples, and Shop Drawings •will be delivered to construction equipment or other materials or equipment. Engineer for Owner. Contractor shall assume full responsibility for any ' damage to any such land or area, or to the owner or B. The cost of any additional work required of occupant thereof, or of any adjacent land or areas the Engineer to complete the record documents due to resulting from the performance of the Work. failure of the Contractor to maintain adequate record documents shall be calculated at the hourly rates specified ' 2. Should any claim be made by any such owner in the Bid Form for unscheduled employment of the or occupant because of the performance of the Work, Engineer. Payment for such work shall be made by Contractor shall promptly settle with such other party by deduction from the monthly progress payments and the negotiation or otherwise resolve the claim by arbitration final payment as the costs are incurred. or other dispute resolution proceeding or at law. 6.13 Safety and Protection 3. To the fullest extent permitted by Laws and A. Contractor shall be solely responsible for ' Regulations, Contractor shall indemnify and hold initiating, maintaining and supervising all safety harmless Owner, and Engineer, Engineers Consultants, precautions and programs in connection with the Work. and the officers, directors, partners, employees, agents, Contractor shall take all necessary precautions for the consultants and subcontractors of each and any of them' from and against all claims, costs, losses, and damages safety of, and shall provide the necessary protection to prevent damage, injury or loss to: (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 Standard General Conditions of the Construction Contract—00700—Page 23 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 i b safety and other inspectors employed b the ' 1. all persons on the Site or who may be affectedv v Pv by the Work; Contractor. F. The Contractor shall be responsible for and 2. all the Work and materials and equipment to , be incorporated therein, whether in storage on or off the shall take necessary precautions and provide all material Site; and and equipment to protect, shore, brace, support and maintain all underground work and facilities, including ' 3. other property at the Site or adjacent thereto, pipes conduits drains sewers, water mains, gas mains, including trees, shrubs, lawns, walks, pavements, cables etc., and other underground construction work roadways, structures, utilities, and Underground Facilities uncovered in the proximity, or otherwise affected by the not designated for removal, relocation, or replacement in construction work performed by him. All pavement, ' the course of construction. surfacing driveways, curbs, walks.. buildings, grass areas, trees utility poles or guy wires damaged by the B. Contractor shall comply with all applicable Contractor's operations in the performance of this work Laws and Regulations relating to the safety of persons or shall be repaired and/or replaced to the satisfaction of the , property, or to the protection of persons or property from Owner Engineer, and affected property owner at the damage, injury, or loss; and shall erect and maintain all Contractor's expense. The Contractor shall also be responsible for all damage to streets, roads, highways, necessary safeguards for such safety and protection. ' Contractor shall notify owners of adjacent property and of shoulders ditches, embankments, culverts, bridges, or Underground Facilities and other utility owners when other public or private property or facility, regardless of and shall location or character, which may be caused by the work, prosecution of the Work may affect them including moving hauling, or otherwise transporting ' cooperate with them in the protection, removal, equipment materials,or men to and from the work or any relocation, and replacement of their property. part of the site thereof, whether by him or his C. All damage, injury, or loss to any property subcontractors. The Contractor shall make satisfactory referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, and acceptable arrangements with the owner of, or the ' directly or indirectly, in whole or in part, by Contractor, agency or authority having jurisdiction over,the damaged property or facility concerning its repair or replacement or any Subcontractor, Supplier, or any other individual or payment of costs incurred in connection with said entity directly or indirectly employed by any of them to damage ' perform any of the Work,or anyone for whose acts any of them may be liable, shall be remedied by Contractor G. The Contractor shall conduct his work so as (except damage or loss attributable to the fault of io interfere as little as possible with public travel, whether Drawings or Specifications or to the acts or omissions of vehicular or pedestrian. Whenever it is necessary to , Owner or Engineer or Engineer's Consultants , or anyone cross obstruct, or close roads. driveways, or walks, employed by any of them, or anyone for whose acts any whether pubic or private, the Contractor shall obtain of them may be liable, and not attributable, directly or approval from the governing party and shall, at his own indirectly, in whole or in part,to the fault or negligence of expense provide and maintain suitable and safe bridges, ' Contractor or any Subcontractor, Supplier, or other detours. and' other temporary expedients for the individual or entity directly or indirectly employed by any accommodation of public and private drives before of them). interfering with them. Safety provisions must be entirely adequate and meet with City or State and Federal D. Contractors duties and responsibilities for regulations to protect the public on these streets and safety and for protection of the Work shall continue until roads. The provisions for temporary expedients will not be required when the Contractor has obtained permission such time as all the Work is completed and Engineer has ' issued a notice to Owner and Contractor in accordance from the owner and tenant of the private property,or from the authority having jurisdiction over public property with Paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection involved to obstruct traffic at the designated point. with Substantial Completion). 6.14 Safety Representative ' E. It is expressly understood by the parties to this A. Contractor shall designate a qualified and Agreement that the Contractor is solely ponsible for experienced safety representative at the Site whose duties initiating, maintaining, and supervising safety precautions and responsibilities shall be the prevention of accidents ' and programs in connection with the Work. While Owner and the maintaining and supervising of safety precautions and Engineer may have the right to observe and report or and programs. otherwise review the work, progress and operations of ' 6.15 Hazard Communication Programs Contractor and any subcontractors or suppliers, this observation, report or review shall not relieve Contractor A. Contractor shall be responsible for from any of its covenants and obligations hereunder. coordinating any exchange of material safety data sheets Contractor shall incorporate all safety requirements into or other hazard communication information required to be ' its construction progress and work schedules, including made available to or exchanged between or among preconstruction and regularly scheduled safety meetings, employers at the Site in accordance with Laws or posted safety rules,tailgate meetings, and site inspections Regulations. Standard General Conditions of the Construction Contract—00700— Page 24 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 6.16 Emergencies a. all field measurements,quantities,dimensions, ' specified performance and design criteria, A. In emergencies affecting the safety or installation requirements, materials, catalog protection of persons or the Work or property at the Site numbers, and similar information with respect or adjacent thereto, Contractor is obligated to act to thereto; ' prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor b. the suitability of all materials with respect to believes that any significant changes in the Work or intended use, fabrication, shipping, handling, variations from the Contract Documents have been caused storage, assembly, and installation pertaining to ' thereby or are required as a result thereof. If Engineer the performance of the Work; determines that a change in the Contract Documents is required because of the action taken by Contractor in c. all information relative to Contractor's response to such an emergency,a Work Change Directive responsibilities for means, methods, techniques, ' or Change order will be issued. sequences, and procedures of construction, and 6.17 Shop Drawings and Samples safety precautions and programs incident thereto; and A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in d. shall also have reviewed and coordinated each accordance with the acceptable Schedule of Submittals Shop Drawing or Sample with other Shop Drawings and Samples and with the (as required by Paragraph 2.07). Each submittal will be ' identified as Engineer may require. requirements of the Work and the Contract Documents. l. Shop Drawings ' 2. Each submittal shall bear a stamp or specific a. Submit number of copies specified in the written certification that Contractor has satisfied General Requirements. Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that ' b. Data shown on the Shop Drawings will be submittal. complete with respect to quantities, dimensions, specified performance and design criteria, 3. With each submittal, Contractor shall give materials, and similar data to show Engineer the Engineer-specific written notice of any variations, that the ' seriices, materials, and equipment Contractor Shop Drawing or Sample may have from the requirements proposes to provide and to enable Engineer to of the Contract Documents. This notice shall be both a review the information for the limited purposes written communication separate from the Shop Drawing's required by Paragraph 6.17.D. or Sample Submittal; and, in addition, by a specific ' 2. Samples: Contractor shall also submit notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each Samples to Engineer for review and approval in such variation. ' accordance with the' acceptable schedule of Shop Drawings and Sample submittals. D.Engineer's Review a. Submit number of Samples specified in the Specifications. 1. Engineer.will provide timely review of Shop Drawings and Samples in accordance with the Schedule b. Clearly identify each Sample as to material, of Submittals acceptable to Engineer. Engineer's review Supplier, pertinent data such as catalog numbers, and approval will be only to determine if the items ' the use for which intended and other data as covered by the submittals will, after installation or Engineer may require to enable Engineer to incorporation in the Work, conform to the information review the submittal for the limited purposes given in the Contract Documents and be compatible with required by Paragraph 6.17.D. the design concept of the completed Project as a ' functioning whole as indicated by-the Contract Docu- B. Where a Shop Drawing or Sample is required ments. by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review 2• Engineer's review and approval will not ' and approval of the pertinent submittal will be at the sole extend to means, methods, techniques, sequences, or expense and responsibility of Contractor. procedures of construction (except where a particular means, method, technique, sequence, or procedure of C. Submittal Procedures construction is specifically and expressly called for by the ' Contract Documents)or to safety precautions or programs 1. Before submitting each Shop Drawing or incident thereto. The review and approval of a separate ' Sample,Contractor shall have determined and verified: item as such will not indicate approval of the assembly in which the item functions. Standard General Conditions of the Construction Contract—00700—Page 25 of 44 H:\CORPORATE\RJMMORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1 • • 1 3. Engineer's review and approval shall not 3. the issuance of a certificate of Substantial relieve Contractor from responsibility for any variation Completion by Engineer or any payment related thereto from the requirements of the Contract Documents unless by Owner; ' Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written 4. use or occupancy of the Work or any part approval of each such variation by specific written thereof by Owner; ' notation thereof incorporated in or accompanying the Shop Drawing or Sample.Engineer's review and approval 5. any review and approval of a Shop Drawing or shall not relieve Contractor from responsibility for Sample submittal or the issuance of a notice of complying with the requirements of Paragraph 6.17.C.1. acceptability by Engineer; , E.Resubmittal Procedures 6.any inspection,test,or approval by others;or 1. Contractor shall make corrections required by 7. any correction of defective Work by Owner. ' Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as 6.20 Indemnification required, new Samples for review and approval. Contractor shall direct specific attention in writing to A. To the fullest extent permitted by Laws and ' Regulations, Contractor shall indemnify and hold revisions other than the corrections called for by Engineer r re previous submittals. harmless Owner, a+id Engineer, Engineer's Consultants, on and the officers, directors, partners, employees, agents, ' 6.18 Continuing the Work consultants and subcontractors of each and any of them from- and against all claims, demands, liability, costs, A.Contractor shall carry on the Work and adhere losses, and damages (including but not limited to all fees to the Progress Schedule during all disputes or and charges of engineers, architects, attorneys, and other ' disagreements with Owner. No Work shall be delayed or professionals and all court or arbitration or other dispute postponed pending resolution of any disputes or resolution costs) caused by, arising out of or relating to disagreements,except as permitted by Paragraph 15.04 or the performance of the Work, provided that any such as Owner and Contractor may otherwise agree in writing. claim, demand, liability, cost., loss, or damage is ' attributable to bodii., injury, sickness, disease, mental 6.19 Contractor's General Warranty and Guarantee ate► ui�or death;or t:o in to or destruction of tangible property (ether than the WeAE itsel including the loss of A. Contractor warrants and guarantees to Owner use resulting therefrom but only to the extent caused by ' that all Work will be in accordance with the Contract any negligen act or omission of Contractor, any Documents and will not be defective. Engineer and its Subcontractor, any Supplier, or any individual or entity Related Entities shall be entitled to rely on representation directly or indirectly employed by any of them to perform ' of Contractor's warranty and guarantee. or furnish any of the Work or anyone for whose acts any of them may be liable . B. Contractor's warranty and guarantee ' B. While Owner and Engineer may have the hereunder excludes defects or damage caused by: right to observe or otherwise review the work, progress 1. abuse, modification, or improper maintenance and operations of the Contractor, and any Subcontractors or operation by persons other than Contractor, or Suppliers, it is expressly understood and agreed that ' Subcontractors, Suppliers, or any other individual or this observation, report or review shall not relieve the Contractor from any of its covenants and obligations entity for whom Contractor is responsible;or hereunder. 2. normal wear and tear under normal usage. C. B. In any and all claims against Owner or , Engineer or any of their respective consultants, agents, C. Contractor's obligation to perform. and officers, directors, partners, or employees by any complete the Work in accordance with the Contract employee (or the survivor or personal representative of ' Documents shall be absolute. None of the following will such employee) of Contractor, any Subcontractor, any constitute an acceptance of Work that is not in accordance Supplier, or any individual or entity directly or indirectly with the Contract Documents or a release of Contractor's employed by any of them to perform or furnish any of the obligation to perform the Work in accordance with the Work, or anyone for whose acts any of them may be ' Contract Documents: liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation 1.observations by Engineer; on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such ' 2. recommendation by Engineer or payment by Subcontractor, Supplier, or other individual or entity Owner of any progress or final payment; under workers' compensation acts, disability benefit acts, or other employee benefit acts. ' Standard General Conditions of the Construction Contract—00700—Page 26 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 D. t✓ The indemnification obligations of D. Pursuant to this Paragraph 6.21, Engineer's Contractor under Paragraph 6.20.A shall not extend to the review and approval of design calculations and design ' liability of Engineer and Engineer's Consultants or to the drawings will be only for the limited purpose of checking officers, directors, partners, employees, agents, for conformance with performance and design criteria consultants and subcontractors arising out of: given and the design concept expressed in the Contract ' Documents. Engineer's review and approval of Shop 1.the preparation or approval of,or the failure to Drawings and other submittals(except design calculations prepare or approve, maps, Drawings, opinions, reports, and design drawings) will be only for the purpose stated surveys,Change Orders,designs,or Specifications;or in Paragraph 6.17.D.1. 2. giving directions or instructions, or failing to E. Contractor shall not be responsible for the give them, if that is the primary cause of the injury or adequacy of the performance or design criteria required ' damage. by the Contract Documents. E. The exceptions to Contractor's indemnification obligations under paragraph 6.20.D shall ARTICLE 7-OTHER WORK AT THE SITE not apply to any claim or demand against Engineer and Engineer's Consultants or to the officers, directors, partners employees, agents and other consultants and 7.01 . Related Work at Site subcontractors of each and any of them which is based on ' asserted liability for the reporting or failingto o report of A. Owner may perform other work related to the matters relating to alleged health and safety violations in Project at the Site with Owner's employees, or via other connection with the work of Contractor and any direct contracts therefor,or have other work performed by Subcontractor or Supplier. utility owners. If such other work is not noted in the 6.21 Delegation of Professional Design Services Contract Documents,then: 1. written notice thereof will be given .to A. Contractor will not be required to provide Contractor prior to starting any such other work; and professional .design services unless such services are specifically required by the Contract Documents for a 2. if Owner rrid Contractor are unable to agree portion of the Work or unless such services are required on entitlement to or on the amount or extent, if any, of ' to carry out Contractor's responsibilities for construction any adjustment in the Contract Price or Contract Times means, methods, techniques, sequences and procedures. that should be allowed as a result of such other work, a Contractor shall not be required to provide professional Claim may be made therefor as provided in Paragraph services in violation of applicable law. 10.05. ' B. If professional design services or B. Contractor shall afford each other contractor certifications by a design professional related to systems, who is a party to such a direct contract,each utility owner materials or equipment are specifically required of and Owner, if Owner is performing other work with ' Contractor by the Contract Documents, Owner and Owner's employees, proper and safe access to the Site, a Engineer will specify all performance and design criteria reasonable opportunity for the introduction and storage of that such services must satisfy. Contractor shall cause materials and equipment and the execution of such other ' such services or certifications to be provided by a work, and shall properly coordinate the Work with theirs. properly licensed professional, whose signature and seal Contractor shall do all cutting,fitting, and patching of the shall appear on all drawings, calculations, specifications, Work that may be required to properly connect or certifications, Shop Drawings and other submittals otherwise make its several parts come together and ' prepared by such professional. Shop Drawings and other properly integrate with such other work. Contractor shall submittals related to the Work designed or certified by not endanger any work of others by cutting, excavating, such professional, if prepared by others, shall bear such or otherwise altering their work and will only cut or alter professional's written approval when submitted to their work with the written consent of Engineer and the Engineer. others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for C. Owner and Engineer shall be entitled to rely the benefit of such utility owners and other contractors to ' upon the adequacy, accuracy and completeness of the the extent that there are comparable provisions for the services, certifications or approvals performed by such benefit of Contractor in said direct contracts between design professionals, provided Owner and Engineer have Owner and such utility owners and other contractors. specified to Contractor all performance and design criteria ' that such services must satisfy. 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 ' Standard General Conditions of the Construction Contract—00700—Page 27 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 delays, defects, or deficiencies in such other work that 8.03 Furnish Data render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's A. Owner shall promptly furnish the data ' failure to so report will constitute an acceptance of such required of Owner under the Contract Documents. other work as fit and proper for integration with Contractor's Work except for latent defects and 8.04 Pay When Due ' deficiencies in such other work. A. Owner shall make payments to Contractor 7.02 Coordination when they are due as provided in Paragraphs 14.02.0 and 14.07.C. ' A. If Owner intends to contract with others for the performance of other work on the Project at the Site, 8.05 Lands and Easements;Reports and Tests the following will be set forth in Supplementary A. Owner's duties in respect of providing lands Conditions: ' and easements and providing engineering surveys to 1. the individual or entity who will have establish reference points are set forth in Paragraphs 4.01 authority and responsibility for coordination of the and 4.05. Paragraph 4.02 refers to Owner's identifying activities among the various contractors will be identified; and making available to Contractor copies of reports of explorations and tests of subsurface conditions and 2. the specific matters to be covered by such drawings of physical conditions in or relating to existing authority and responsibility will be itemized; and surface or subsurface structures at or contiguous to the ' Site that have been utilized by Engineer in preparing the 3. the extent of such authority and Contract Documents. responsibilities will be provided. 8.06 Insurance ' B. Unless otherwise provided in the A. Owner's responsibilities, if any, in respect to Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. purchasing and maintaining liability and property insurance are set forth in Article 5. 7.03 Legal.Relationships 8.07 Change Orders' A.Paragraphs 7.0l.A and 7.02 are not applicable f A. Owner is obligated to execute Change Orders or utilities not under the control of Owner. ' as indicated in Paragraph 10.03. B. Each other direct contract of Owner under Paragraph 7.0 LA shall provide that the other contractor is 8.08 Inspections, Tests, and Approvals liable to Owner and Contractor for the reasonable direct A. Owner's responsibility in respect to certain , delay and disruption costs incurred by Contractor as a inspections, tests, and approvals is set forth in Paragraph result of the other contractor's actions or inactions. 13.03.B. C. Contractor shall be liable to Owner and any 8.09 Limitations on Owner's Responsibilities 1 other contractor for the reasonable direct delay and disruption costs incurred by such other contractor as a A.The Owner shall not supervise,direct,or have result of Contractor's action or inactions. control or authority over, nor be responsible for, ' Contractor's means, methods,'techniques, sequences, or procedures of construction, or the safety precautions and ARTICLE 8-OWNER'S RESPONSIBILITIES programs incident thereto,or for any failure of Contractor ' to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible 8.01 Communications to Contractor for Contractor's failure to perform the Work in accordance with the Contract Documents. ' A.Except as otherwise provided in these General Conditions, Owner shall issue all communications to 8.10 Undisclosed Hazardous Environmental Contractor through Engineer. Condition 8.02 Replacement of Engineer A. Owner's responsibility in respect to an ' undisclosed Hazardous Environmental Condition is set A. In case of termination of the employment of forth in Paragraph 4.06. Engineer, 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. ' Standard General Conditions of the Construction Contract—00700—Page 28 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 i is 8.11 Evidence of Financial Arrangements Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as A. if and to the extent Owner has agreed to provided in the Supplementary Conditions, and furnish Contractor reasonable evidence that- financial limitations on the responsibilities thereof will be as arrangements have been made to satisfy Owner's provided in Paragraph 9.09. If Owner designates another •' obligations under the Contract Documents, Owner's representative or agent to represent Owner at the Site who responsibility in respect thereof will be as set forth in the is not Engineer's consultant, agent or employee, the Supplementary Conditions. responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the ' Supplementary Conditions. ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION 9.04 Authorized Variations in Work ' A. Engineer may authorize minor variations in 9.01 Owner's Representative the Work from the requirements of the Contract Documents which do not involve an adjustment in the ' A. Engineer will be Owner's representative Contract Price or the Contract Times and are compatible during the construction period. The duties and with the design concept of the completed Project as a responsibilities and the limitations of authority of functioning whole as indicated by the Contract Engineer as Owner's representative during construction Documents. These may be accomplished by a Field Order are set forth in the Contract Documents and will not be and will be binding on Owner and also on Contractor, changed without written consent of Owner and Engineer. who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an 9.02 Visits to Site adjustment in the Contract Price or Contract Times, or ' both, and the parties are unable to agree on entitlement to A. Engineer will make visits to the Site at or on the amount or extent,if any,of any such adjustment, intervals appropriate to the various stages of construction a Claim may be made therefor as provided.in Paragraph ' as Engineer deems necessary in order to observe as an 10.05. experienced and qualified design professional the progress that has been made and the quality of the various B. However. there will be_ne__re?axing, aspects of Contractor's executed Work. Based on substituting or qualifying any portion of the information obtained during such visits and observations, Specifications, unless such change is approved in writing Engineer, for the benefit of Owner, will determine, in by the Engineer and Owner. general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to 9.05 Rejecting Defective Work ' make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's A. Engineer will have authority to reject Work efforts will be directed toward providing for Owner a which Engineer believes to be defective, or that Engineer greater degree of confidence that the completed Work will believes will not produce a completed Project that ' conform generally to the Contract Documents. On the conforms to the Contract Documents or that will prejudice basis of such visits and observations, Engineer will keep the integrity of the design concept of the completed Owner informed of the progress of the Work and will Project as a functioning whole as indicated by the ' endeavor to guard Owner against defective Work. Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as B. Engineer's visits and observations are subject provided in Paragraph 13.04, whether or not the Work is to all the limitations on Engineer's authority and fabricated,installed,or completed. ' responsibility set forth in Paragraph 9.09.Particularly,but without limitation, during or as a result of Engineer's 9.06 Shop Drawings, Change Orders and Payments visits or observations of Contractor's Work Engineer will A. In connection with Engineer's authority, and ' not supervise, direct, control,or have authority over or be limitations thereof, as to Shop Drawings and Samples,see responsible for Contractor's means, methods, techniques, Paragraph 6.17. sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any B. In connection with Engineer's authority, and ' failure of Contractor to comply with Laws and limitations thereof, as to design calculations and design Regulations applicable to the performance of the Work. drawings submitted in response to a delegation of 9.03 Project professional design services,if any,see Paragraph- 6.21. t Representalive C. In connection with Engineer's authority as to A. If Owner and Engineer agree, Engineer will Change Orders, see Articles 10, 11,and 12. furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Standard Generai Conditions of the Construction Contract—00700—Page 29 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 • i 1 D. In connection with Engineer's authority as to Contractor, any Subcontractor, any Supplier, any other Applications for Payment,see Article 14. individual or entity, or to any surety for or employee or '9.07 Determinations for Unit Price Work agent of any of them. B. Engineer will not supervise,direct,control, or A. Engineer will determine the actual quantities have authority over or be responsible for Contractor's and classifications of Unit Price Work performed by means, methods, techniques, sequences, or procedures of ' Contractor. Engineer will review with Contractor the construction, or the safety precautions and programs Engineer's preliminary determinations on such matters incident thereto, or for any failure of Contractor to before rendering a written decision thereon (by comply with Laws and Regulations applicable to the ' recommendation of an Application for Payment or performance of the Work. Engineer will not be otherwise). Engineer's written decision thereon will be responsible for Contractor's failure to perform the Work final and binding (except as modified by Engineer to in accordance with the Contract Documents. reflect changed factual conditions or more accurate data) ' upon Owner and Contractor, subject to the provisions of C. Engineer will not be responsible for the acts Paragraph 10.05. or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing ' 9.08 Decisions on Requirements of Contract any of the Work. Documents and Acceptability of Work D. Engineer's review of the final Application for A. Engineer will be the initial interpreter of the payment and accompanying documentation and all requirements of the Contract Documents and judge of the maintenance and operating instructions, schedules, acceptability of the Work thereunder. All matters in guarantees, bonds, certificates of inspection, tests and question and other matters between Owner and Contractor approvals, and other documentation required to be arising prior to the date final payment is due relating to delivered by Paragraph 14.07.A will only be to determine ' the acceptability of the Work,and the interpretation of the generally that their content complies with the requirements of the Contract Documents pertaining to the requirements of, and in the case of certificates performance of the Work, will be referred initially to inspections, tests, and approvals that the results certified of Engineer in writing within 30 days of the event giving rise indicate compliance with the Contract.Documents. ' to the question. E. The limitations upon authority and B. Engineer will, with reasonable promptness, responsibility set forth in this Paragraph 9.09 shall also ' render a written decision on the issue referred. If Owner apply to Engineer's Consultants, if any, the Resident or Contractor believe that any such decision entitles them Project Representative, if any,and assistants, if any. to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. ' The date of Engineer's decision shall be the date of the ARTICLE 10-CHANGES IN THE WORK;CLAIMS event giving rise to the issues referenced for the purposes of Paragraph 10.05.13. C. Engineer's written decision on the issue 10.01 Authorized Changes in the Work , referred will be final and binding on Owner and Contractor,subject to the provisions of Paragraph 10.05. A. Without invalidating the Contract and without notice to any surety,Owner may,at any time or from time ' D. When functioning as interpreter and judge to time, order additions, deletions, or revisions in the under this Paragraph 9.08, Engineer will not show Work by a Change Order, or a Work Change Directive. partiality to Owner or Contractor and will not be liable in Upon receipt of any such document, Contractor shall connection with any interpretation.or decision rendered in promptly proceed with the Work involved which will be ' good faith in such capacity. performed under the applicable conditions of the Contract Documents(except as otherwise specifically provided). 9.09 Limitations on Engineer's Authority and ' Responsibilities B. If Owner and Contractor are unable to agree on entitlement to,or on the amount or extent, if any,of an A. Neither Engineer's authority or responsibility adjustment in the Contract Price or Contract Times, or under this Article 9 or under any other provision of the both,that should be allowed as a result of a Work Change ' Contract Documents nor any decision made by Engineer Directive, a Claim may be made therefor as provided in in good faith either to exercise or not exercise such Paragraph 10.05. authority or responsibility or the undertaking, exercise, or ' performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Standard General Conditions of the Construction Contract—00700—Page 30 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 10.02 Unauthorized.Changes in the Work B. Notice: Written notice stating the general ' nature of each Claim,shall be delivered by the claimant to A. Contractor shall not be entitled to an increase Engineer and the other party to the Contract promptly(but in the Contract Price or an extension of the Contract in no event later than 30 days) after the start of the event Times with respect to any work performed that is not giving rise thereto. The responsibility to substantiate a required by the Contract Documents as amended, Claim shall rest with the party making the Claim. Notice modified,or supplemented as provided in Paragraph 3.04, of the amount or extent of the Claim,with supporting data except in the case of an emergency as provided in shall be delivered to the Engineer and the other party to Paragraph'6.16 or in the case of uncovering Work as the Contract within 60 days after the start of such event ' provided in Paragraph 13.04.B. (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such 10.03 Execution of Change Orders Claim). A Claim for an adjustment in Contract Price shall ' be prepared in accordance with the provisions of A. Owner and Contractor shall execute Paragraph 12.01.B.A Claim for an adjustment in Contract appropriate Change Orders recommended by Engineer Time shall be prepared in accordance with the provisions covering: of Paragraph 12.02.B. Each Claim shall be accompanied ' by claimant's written statement that the adjustment 1. changes in the Work which are: (i)ordered by claimed is the entire adjustment to which the claimant Owner pursuant to Paragraph 10.0l.A, (ii) required believes it is entitled as a result of said event. The because of acceptance of defective Work under Paragraph opposing party shall submit any response to Engineer and ' 13.08.A or Owner's correction of defective Work under the claimant within 30 days after receipt of the claimant's Paragraph 13.09,or(iii)agreed to by the.parties; last submittal(unless Engineer allows additional time). 2. changes in the Contract Price or Contract C. Engineer's Action: Engineer' will review each Times which are agreed to by the parties, including any Claim and, within 30 days after receipt of the last undisputed sum or amount of time for Work actually submittal of the claimant or the last submittal of the performed in accordance with a Work Change Directive; opposing party, if any, take one of the following actions ' and in writing: 3. changes in the Contract Price or Contract 1.deny the Claim in whole or in part, Times 'which embody the :substance of any written ' decision rendered by Engineer pursuant to Paragraph 2. approve the Claim,or 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such 3.notify the parties that the Engineer is unable to ' decision in accordance with the provisions of the Contract resolve the Claim if, in the Engineer's sole discretion, it Documents and applicable Laws and Regulations, but would be inappropriate for the Engineer to do so. For during any such appeal, Contractor shall carry on the purposes of further resolution of the Claim, such notice Work and adhere to the Progress Schedule as provided in shall be deemed a denial. ' Paragraph 6.18.A. D.In the event that Engineer does not take action 10.04 Notification to Surety on a Claim within said 30 days, the Claim shall be deemed denied. ' A. If notice of any change affecting the general scope of the Work or the provisions of the Contract E. Engineer's written action under Paragraph Documents (including, but not limited to, Contract Price 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or ' or Contract Times) is required by the provisions of any 10.05.D will be final and binding upon Owner and bond to be given to a surety,the giving of any such notice Contractor, unless Owner or Contractor invoke the will be Contractor's responsibility. The amount of each dispute resolution procedure set forth in Article 16 within applicable bond will be adjusted to reflect the effect of 30 days of such action or denial. ' any such change. F. No Claim for an adjustment in Contract Price 10.05 Claims or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. ' A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any ' exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. Standard General Conditions of the Construction Contract—00700—Page 31 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 ARTICLE I - COST OF THE WORK; and fee shall be determined in the same manner as ALLOWANCES;UNIT PRICE WORK Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. ' 11.01 Cost of the Work 4. Costs of special consultants(including but not limited to engineers, architects, testing laboratories, ' A. Costs Included: The term Cost of the Work surveyors, attorneys, and accountants) employed for means the sum of all costs, except those excluded in services specifically related to the Work. Paragraph I1.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When 5. Supplemental costs including the following: ' the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is a. The proportion of necessary transportation, determined on the basis of Cost of the Work, the costs to travel, and subsistence expenses of Contractor's be reimbursed to Contractor will be only those additional employees incurred in discharge of .duties ' or incremental costs required because of the change in the connected with the Work. Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Cost, including transportation and m Owner, such costs shall be in amounts no higher than maintenance, of all materials, supplies, ' those prevailing in the locality of the Project,shall include equipment, machinery, appliances, office, and only the following items, and shall not include any of the temporary facilities the Site, and hand tools costs itemized in Paragraph 11.O1.B. not owned by the workers, which are consumed in the performance of the Work, and cost, less ' 1. Payroll costs for employees in the direct market value, of such items used but not employ of Contractor in the performance of the Work consumed which remain the property of under schedules of job classifications agreed upon by Contractor. ' Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other C. Rentals of all construction equipment and personnel employed full time at the Site.Payroll costs for machinery, and the parts thereof whether rented employees not employed full time on. the Work shall be from Contractor or others in accordance with ' apportioned on the basis of their time spent on the Work. rental agreements approved by Owner with the Payroll costs shall include, but not be. limited to, salaries advice of Engineer; and the cost of and wages plus the cost of fringe benefits, which shall transportation, loading, unloading, assembly, include social security contributions, unemployment, dismantling, and removal thereof. All such costs ' excise, and payroll taxes, workers' compensation, health shall be in accordance with the terms of said and retirement benefits, bonuses, sick leave, vacation and rental agreements. The rental of any such holiday pay applicable thereto. The expenses of equipment, machinery, or parts shall cease when ' performing Work outside of regular working hours, on the use thereof is no longer necessary for the Saturday, Sunday, or legal holidays, shall be included in Work. the above to the extent authorized by Owner. , d. Sales, consumer, use, and other similar taxes 2. Cost of all materials and equipment furnished related to the Work, and for which Contractor is and incorporated in the Work, including costs of liable, imposed by Laws and Regulations. transportation and storage thereof, and Suppliers' field e. Deposits lost for causes other than negligence ' services required in connection therewith. All cash of Contractor, any Subcontractor, or anyone discounts shall accrue to Contractor unless Owner directly or indirectly employed by any of them or deposits funds with Contractor with which to make for whose acts any of them may be liable, and payments, in which case the cash discounts shall accrue to royalty payments and fees for permits and ' Owner. All trade discounts, rebates and refunds and licenses. returns from sale of surplus materials and equipment shall accrue to Owner,and Contractor shall make provisions so f. Losses and damages (and related expenses) ' that they may be obtained. caused by damage to the Work, not compensated 3. Payments made by Contractor to by insurance or otherwise, sustained by Subcontractors for Work performed by Subcontractors. If Contractor in connection with the performance 'required by Owner, Contractor shall obtain competitive of the Work (except losses and damages withinthe deductible amounts of property insurance bids from subcontractors acceptable to Owner and hed in accordance with Paragraph Contractor and shall deliver such bids to Owner,who will 5 established provided such losses and damages have then determine, with the advice of Engineer, which bids, resulted from causes other than the negligence of ' if any,will be acceptable.If any subcontract provides that Contractor, any Subcontractor, or anyone the Subcontractor is to be paid on the basis of Cost of the directly or indirectly employed by any of them or Work plus a fee, the Subcontractor's Cost of the Work for whose acts any of them may be liable. Such Standard General Conditions of the Construction Contract—00700—Page 32 of 44 ' H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 losses shall include settlements made with the D. Documentation: Whenever the Cost of the written consent and approval of Owner. No such Work for any purpose is to be determined pursuant'to ' losses, damages, and expenses shall be included Paragraphs 11.O1.A and 11.01.13, Contractor will establish in the Cost of the Work for the purpose of and maintain records thereof in accordance with generally determining Contractor's fee. accepted accounting practices and submit in a form ' acceptable to Engineer an itemized cost breakdown g. The cost of utilities, fuel, and sanitary together with supporting data. facilities at the Site. 11.02 Allowances ' h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the A. It is understood that Contractor has included in the Contract Price all allowances so named in the Site, expresses, and similar petty cash items in connection with the Work. Contract Documents and shall cause the Work so covered ' to be performed for such sums and by such persons or i. The costs of premiums for all bonds and entities as may be acceptable to Owner and Engineer. insurance Contractor is required by the Contract Documents to purchase and maintain. B.Cash Allowances ' B. Costs Excluded: The term Cost of the Work 1.Contractor agrees that: shall not include any of the following items: a. the cash allowances include. the cost to ' 1. Payroll costs and other compensation of Contractor (less any applicable trade discounts) Contractor's officers, executives, principals (of of materials and equipment required by the allowances to be delivered at the Site, and all partnerships and sole proprietorships), general managers,' applicable taxes;and safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and b. Contractor's costs for unloading and handling contracting agents, expediters, timekeepers, clerks, and on the Site, labor, installation , overhead; profit, other personnel employed by Contractor,' whether at the and other expenses contemplated for the cash Site or in Contractor's pi-incipai or branch office for allowances have been included in the Contract. general administration of the Work and not.specifically Price and not in the allowances, and no demand included in the agreed'upon schedule of job classifications for additional payment on account of any of the referred to in Paragraph I LO1.A.1 or specifically covered foregoing will be valid. by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. C. Contingency Allowance 2. Expenses of Contractor's principal and branch 1. Contractor agrees that a contingency offices other than Contractor's office at the Site. allowance, if any, is for the sole use of Owner to cover 3. Any part of Contractor's capital expenses, unanticipated costs. ' including interest on Contractor's capital employed for the Work and charges against Contractor for.delinquent D.Prior to final payment,an appropriate Change payments. Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work 4. Costs due to the negligence of Contractor,any covered by allowances, and the Contract Price shall be Subcontractor, or anyone directly or indirectly employed correspondingly adjusted. by any of them or for whose acts any of them may be liable, including but not limited to, the correction of 11.03 Unit Price Work ' defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to A. Where the Contract Documents provide that property. all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit ' 5. Other overhead or general expense costs of Price Work an amount equal to the sum of the unit price any kind and the costs of any item not specifically and for each separately identified item of Unit Price Work expressly included in Paragraphs 11.0LA and 11.0I.B. times the estimated quantity of each item as indicated in ' C. Contractor's Fee: When all the Work is the Agreement. performed on the basis of cost-plus,Contractor's fee shall B. The estimated quantities of items of Unit be determined as set forth in the Agreement. When the Price Work are not guaranteed 'arid are solely for the ' value of any Work covered by a Change Order or when a purpose of comparison of Bids and determining an initial Claim for an adjustment in Contract Price is determined Contract Price. Determinations of the actual quantities on the basis of Cost of the Work,Contractor's fee shall be and classifications of Unit Price Work performed by ' determined as set forth in Paragraph 12.11.C. Standard General Conditions of the'Construction Contract—00700—Page 33 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1 0 • Contractor will be made by Engineer subject to the mutually agreed lump sum (which may Include an provisions of Paragraph 9.07. allowance for overhead and profit not necessarily in 'C. Each unit price will be deemed to include an accordance with Paragraph 12.01.C.2);or amount considered by Contractor to be adequate to cover 3. where the Work involved is not covered by Contractor's overhead and profit for each separately unit prices contained in the Contract Documents and ' identified item. agreement to a lump sum is not reached under Paragraph 12.01.13.2, on the basis of the Cost of the Work D. Owner or Contractor may make a Claim for (determined as provided in Paragraph 11.01) plus a an adjustment in the Contract Price in accordance with Contractor's fee for overhead and profit (determined as ' Paragraph 10.05 if: provided in Paragraph 12.01.C). 1 C. Contractor's Fee: The Contractor's fee for performed by—Ce„ raeter—differs materially and overhead and profit shall be determined as follows: , c:b~ :F.eantly f+em the o st:.,,a4ed .,tit,, of eh item indweated in the b 1.a mutually acceptable fixed fee;or 2.=t Ewe—is—;,e eeffespending adjustment with ' 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions 1. the quantity of a particular item of Unit Price of the Cost of the Work: Work performed by Contractor differs by more than 25 ' percent from the estimated quantity of such item indicated a. for costs incurred under Paragraphs 11.0I.A.I in the Agreement;and and 11.0I.A.2, the Contractor's fee shall be 15 percent; 2. the total cost of the particular individual item ' of Unit Price Work amounts to 10 percent or more of the b. for costs incurred under Paragraph 11.0l.A.3, Contract Price which is the total sum of all schedules (if the Contractor's fee shall be five percent; . an • and c.where one or more tiers of subcontracts are on ' 3. Contractor believes that Contractor is.entitled the basis of Cost of the Work plus a fee and no to an increase in Contract Price as a result of having fixed fee is agreed upon, the intent of Paragraph incurred additional expense or Owner believes that Owner 12.0l.C.2.a is that the Subcontractor who ' is entitled to a decrease in Contract Price and the parties actually performs the Work,at whatever tier,will are unable to agree as to the amount of any such increase be paid a fee of 15 percent of the costs incurred or decrease. by such Subcontractor under Paragraphs 11.0I.A.I and 11.0I.A.2 and that any higher tier ' Subcontractor and Contractor will each be paid a ARTICLE 12 - CHANGE OF CONTRACT PRICE; fee of five percent of the amount paid to the next CHANGE OF CONTRACT TIMES lower tier Subcontractor; , d. no fee shall be payable on the basis of costs 12.01 Change of Contract Price itemized under Paragraphs 11.01.A.4, 11.0I.A.5, and 11.01.13; ' A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the e. the amount of credit to be allowed by Contract Price shall be based on written notice submitted Contractor to Owner for any change which by the party making the Claim to the Engineer and the results in a net decrease in cost will be the ' other party to the Contract in accordance with the amount of the actual net decrease in cost plus a provisions of Paragraph 10.05. deduction in Contractor's fee by an amount equal B. The value of any Work covered by a Change to five percent of such net decrease;and ' Order or of any Claim for an adjustment in the Contract f. when both additions and credits are involved Price will be determined as follows: in any one change, the adjustment in 1. where the Work involved is covered by unit Contractor's fee shall be computed on the basis ' prices contained in the Contract Documents, by of the net change in accordance with Paragraphs application of such unit prices to the quantities of the 12.0I.C.2.a through 12.0I.C.2.e,inclusive. items involved (subject to the provisions of Paragraph ' 11.03);or D.Lump sum quotations for modifications to the Work shall include substantiating documentation with an 2. where the Work involved is not covered by itemized breakdown of direct project related Contractor unit prices contained in the Contract Documents, by a and Subcontractor costs. including labor, materials, , Standard General Conditions of the Construction Contract—00700—Page 34 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 rentals and approved services as summarized in arbitration or other dispute resolution costs) sustained by paragraphs 11.11A.1 through 11.1I.A.4; and overhead Contractor on or in connection with any other project or ' and profit(fixed fee)as defined in paragraph 12.01.C. anticipated project. 12.02 Change of Contract Times E. Contractor shall not be entitled to an ' adjustment in Contract Price or Contract Times for delays A. The Contract Times may only be changed by within the control of Contractor. Delays attributable to a Change Order. Any Claim for an adjustment in the and within the control of a Subcontractor or Supplier shall Contract Times shall be based on written notice submitted be deemed to be delays within the control of Contractor. ' by the party making the Claim to the Engineer and the other party to the Contract in accordance with the F. Should the Contractor request a construction provisions of Paragraph 10.05. shutdown due to the reasons listed in paragraph 12.03.A and should a shutdown be approved by the Engineer and ' B. Any adjustment of 'the Contract Times Owner. all work on the proiect shall cease. The Engineer covered by a Change Order or any Claim for an will not be available for work inspection during such adjustment in the Contract Times will be determined in shutdowns and any work completed by the Contractor ' accordance with the provisions of this Article 12. during such shutdown will not be accepted by the Engineer or Owner. 12.03 Delays ' A. Where Contractor is prevented from ARTICLE 13 - TESTS AND INSPECTIONS; completing any part of the Work within the Contract CORRECTION, REMOVAL OR ACCEPTANCE OF Times due to delay beyond the control of Contractor, the DEFECTIVE WORK Contract Times 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 13.01 Notice of Defects control of Contractor shall include, but not be limited to, ' acts or neglect by Owner, acts or neglect of utility owners A. Prompt notice of all defective Work of which or other contractors performing other work as Owner or Engineer has actual knowledge will be given to contemplated by Article 7, fires, floods, epidemics, Contractor. All defective Work may be rejected, abnormal weather conditions,or acts of God. corrected,or accepted as provided in this Article B. ' B. If Owner, Engineer, or other contractors or 13.02 Access to Work utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is A. Owner, Engineer, their consultants and other ' responsible, delays, disrupts, or interferes with the representatives and personnel of Owner, independent performance or progress of the Work, then Contractor testing laboratories, and governmental agencies with shall be entitled to an equitable adjustment in the Contract jurisdictional interests will have access to the Site and the ' Price or the Contract -Times , or both. Contractor's Work at reasonable times for their observation, entitlement to an adjustment of the Contract Times is inspecting, and testing. Contractor shall provide them conditioned on such adjustment being essential to proper and safe conditions for such access and advise Contractor's ability to complete the Work within the them of Contractor's Site safety procedures and programs ' Contract Times. so that they may comply therewith as applicable. C. If Contractor is delayed in the performance or 13.03 Tests and Inspections ' progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of A. Contractor shall give Engineer timely notice utility owners not under the control of Owner, or other of readiness of the Work for all required inspections, causes not the fault of and beyond control of Owner`and tests,or approvals and shall cooperate with inspection and ' Contractor, then Contractor shall be entitled to an testing personnel to facilitate required inspections or tests. equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete B. Owner shall employ and pay for the services the Work within the Contract Times. Such an adjustment of an independent testing laboratory to perform all ' shall be Contractor's sole and exclusive remedy for the inspections, tests, or approvals required by the Contract delays described in this Paragraph 12.03.C. Documents except: D. Owner, Engineer and the Related Entities of 1. for inspections, tests, or approvals covered by ' each of them shall not be liable to Contractor for any Paragraphs 13.03.0 and 13.03.1)below; . claims, costs, losses, or damages (including but not 2. that costs incurred in connection with tests or limited to all fees and charges of Engineers, architects, inspections conducted pursuant to Paragraph 13.043 ' attorneys, and other professionals and all court or Standard General Conditions of the Construction Contract—00700—Page 35 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 shall be paid as provided in said Paragraph 13.04.C;and replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price.If 3. as otherwise specifically provided in the the parties are unable to agree as to the amount thereof, ' Contract Documents. Owner may make a Claim therefor as provided in Paragraph 10.05. C. If Laws or Regulations of any public body ' having jurisdiction require any Work (or part thereof) D. If, the uncovered Work is not found to be specifically to be inspected, tested, or approved by an defective, Contractor shall be allowed an increase in the employee or other representative of such public body, Contract Price or an extension of the Contract Times, or Contractor shall assume full responsibility for arranging both, directly attributable to such uncovering, exposure, ' and obtaining such inspections,tests,or approvals,pay all observation, inspection, testing, replacement, and costs in connection therewith, and furnish Engineer the reconstruction. If the parties are unable to agree as to the required certificates of inspection or approval. amount or extent thereof, Contractor may make a Claim 'D. Contractor shall be responsible for arranging therefor as provided in Paragraph 10.05. and obtaining and shall pay all costs in connection with 13.05 Owner May Stop the Work any inspections, tests, or approvals required for Owner's ' and Engineer's acceptance of materials or equipment to A.If the Work is defective,or Contractor fails to be incorporated in the Work; or acceptance of materials, supply sufficient skilled workers or suitable materials or mix designs,or equipment submitted for approval prior to equipment, or fails to perform the Work in such a way Contractor's purchase thereof for incorporation in the that the completed Work will conform to the Contract ' Work. Such inspections, tests, or approvals shall be Documents, Owner may order Contractor to stop the performed by organizations acceptable to Owner and Work, or any portion thereof, until the cause for such Engineer. order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part ' E. If any Work (or the work of others) that is to of Owner to exercise this right for the benefit of be inspected,tested,or approved is covered by Contractor Contractor, any Subcontractor, any Supplier, any other without written concurrence of Engineer, it must, if individual or entity, or any surety for, or employee or requested by Engineer,be uncovered for observation. agent of any df them. ' F. Uncovering Work as provided in Paragraph 13.05 Correction or Removal of Defective Work 13.03.E shall be at Contractor's expense unless ' Contractor has given Engineer timely notice of A. Promptly after receipt of notice, Contractor Contractor's intention to cover the same and Engineer has shall correct all defective Work, whether or not not acted with reasonable promptness in response to such fabricated, installed, or completed, or, if the Work has notice. been rejected by Engineer,remove it from the Project and ' replace it with Work that is not defective. Contractor shall 13.04 Uncovering Work pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, ' A.If any Work is covered contrary to the written attorneys, and other professionals and all court or request of Engineer, it must, if requested by Engineer, be arbitration or other dispute resolution costs)arising out of uncovered for Engineer's observation and replaced at or relating to such correction or removal (including but Contractor's expense. not limited to all costs of repair or replacement of work of ' others). B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected B. When correcting defective Work under the or tested by others, Contractor, at Engineer's request, terms of this Paragraph 13.06 or Paragraph 13.07, ' shall uncover, expose, or otherwise make available for Contractor shall take no action that would void or observation, inspection, or testing as Engineer may otherwise impair Owner's special warranty and guarantee, require, that portion of the Work in question, furnishing if any,on said Work. ' all necessary labor,material,and equipment. 13.07 Correction Period C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, A. If within one year after the date of Substantial ' and damages (including but not limited to all fees and Completion (ot such longer period of time as may be charges of engineers, architects, attorneys, and other prescribed by the terms of any applicable special professionals and all court or arbitration or other dispute guarantee required by the Contract Documents)'or by any resolution costs) arising out of or relating to such specific provision of the Contract Documents, any Work ' uncovering, exposure, observation, inspection, and is found to be defective,or if the repair of any damages to testing, and of satisfactory replacement or reconstruction the land or areas made available for Contractor's use by (including but not limited to all costs of repair or Owner or permitted by Laws and Regulations as Standard General Conditions of the Construction Contract—00700— Page 36 of 44 ' H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1 contemplates in Paragraph 6.1 LA is found to be Owner's evaluation of and determination to accept such defective, Contractor shall promptly, without cost to defective Work(such costs to be approved by Engineer as Owner and in accordance with Owner's written to reasonableness) and the diminished value of the Work instructions: to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to ' 1. repair such defective land or areas;or Engineer's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions 2.correct such defective Work;or in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the ' 3. if the defective Work has been rejected by Contract Price, reflecting the diminished value of Work Owner, remove it from the Project and replace it with so accepted. If the parties are unable to agree as to the Work that is not defective,and amount thereof, Owner may make a Claim therefor as ' provided in Paragraph 10.05. If the acceptance occurs 4. satisfactorily correct or repair or remove and after such recommendation,an appropriate amount will be replace any damage to other Work, to the work of others paid by Contractor to Owner. or other land or areas resulting therefrom. ' 13.09 Owner May Correct Defective Work B. If Contractor does not promptly comply with the terms of Owner's written instructions, or in an A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective emergency where delay would cause serious risk of loss ' or damage, Owner may have the defective Work Work or to remove and replace rejected Work as required corrected or repaired or may have the rejected Work by Engineer in accordance with Paragraph 13.06.A, or if removed and replaced. All claims, costs, losses, and Contractor fails to perform the Work in accordance with damages (including but not limited to all fees and charges the Contract Documents, or if Contractor fails to comply of engineers, architects, attorneys, and other professionals with any other provision of the Contract Documents, and all court or arbitration or other dispute resolution Owner may, after seven days written notice to Contractor, costs) arising out of or relating to such correction or repair correct or remedy any such deficiency. ' or such removal and replacement (including but not B. In exercising the rights and remedies under limited to:all costs of repair or replacement of work of this Paragraph 13.09, Owner shall proceed expeditiously. others)will be paid by Contractor. In connection with such corrective or remedial action, ' C. In special circumstances where a particular Owner may exclude Contractor from all or part of the item of equipment is placed in continuous service before Site, take possession of all or part of the Work andsuspend Contractor's services related thereto, take Substantial Completion of all the Work, the correction possession of Contractor's tools, appliances, construction ' period for that item may start to run from an earlier date if so provided in the Specifications. equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored D. Where defective Work (and damage to other elsewhere. Contractor shall allow Owner, Owner's ' Work resulting therefrom) has been corrected or removed representatives, agents and employees, Owner's other and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be contractors, and Engineer and Engineer's consultants access to the Site to enable Owner to exercise the rights extended for an additional period of one year after such' correction or removal and replacement has been and remedies under this Paragraph. satisfactorily completed. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of ' E. Contractor's obligations under this Paragraph engineers, architects, attorneys, and other professionals 13.07 are in addition to any other obligation or warranty. and all court or arbitration or other dispute resolution The provisions of this Paragraph 13.07 shall not be costs) incurred or sustained by Owner in exercising the construed as a substitute for or a waiver of the provisions rights and remedies under this Paragraph 13.09 will be ' of any applicable statute of limitation or repose. charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the 13.08 Acceptance of Defective Work Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract ' A. If, instead of requiring correction or removal Price.If the parties are unable to agree as to the amount of and replacement of defective Work, Owner (and, prior to the adjustment, Owner may make a Claim therefor as Engineer's recommendation of final payment, Engineer) provided in Paragraph 10.05. Such claims, costs, losses ' prefers to accept it, Owner may do so. Contractor shall and damages will include but not be limited to all costs of pay all claims, costs, losses, and damages (including but repair, or replacement of work of others destroyed or not limited to all fees and charges of engineers, architects, damaged by correction, removal, or replacement of attorneys, and other professionals and all court or Contractor's defective Work. arbitration or other dispute resolution costs)attributable to Standard General Conditions of the Construction Contract—00700—Page 37 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by 3--The amount Of Fetainage With Fe „ee Owner of Owner's rights and remedies under this pFegress p ymeflts will be as stipulated in the Agreement. Paragraph 13.09. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND 2.Each application for progress payment shall be ' COMPLETION accompanied by Contractor's updated schedule of operations or progress report with such shop drawings schedules procurement schedules, value of materials on 14.01 Schedule of Values hand included in application, and other data specified ' herein or reasonably required by Owner or Engineer. The A. The Schedule of Values established as Owner reserves the right to require submission of monthly provided in Paragraph 2.07.A will serve as the basis for certified payrolls by the Contractor. After the first progress payments and will be incorporated into a form of progress payment which requests payment for materials in ' Application for Payment acceptable to Engineer.Progress storage has been made by the Contractor to the Owner, payments on account of Unit Price Work will be based on the Contractor must submit with the following month's the number of units completed. payment request evidence satisfactory to the Owner that such material has been paid for. Failure to provide this 14.02 Progress Payments evidence with the first request and subsequent requests will result in withholding from subsequent progress A.Applications for Payments payments the amount in dispute requested for materials in storage in accordance with Paragraph 14.02B. ' 1. At least 20 days before the date established in the Agreement for each progress 3. The Owner may retain a portion of the amount payment (but not, more often than once a month), otherwise due the Contractor. Except as state law ' Contractor shall submit to Engineer for review an otherwise provides the amount retained by the Owner Application for Payment filled out and signed by shall be as stipulated in the Agreement. In accordance Contractor covering the Work completed as of the with state law the Owner may accept deposited securities date of the Application and accompanied by such in lieu of cash retainage. Retainage may be used by the ' supporting documentation as is required by the Owner to offset costs for any of the losses enumerated ir_i Contract Documents. If payment is requested on the Paragraphs 14.02..B.5.a through 14.02.B.5.d. inclusive, basis of materials and equipment not incorporated in 14.02.D.La through 14.02.D.i.d inclusive, or 15.02.C._.fn the Work but delivered and suitably stored at the Site addition retainage may be used by the Owner to protect ' or at another location agreed to in writing, the against loss from failure by the Contractor to complete Application for Payment shall also be accompanied necessary work and to offset any liquidated damages due by a bill of sale, invoice, or other documentation Owner. warranting that Owner has received the materials and ' equipment free and clear of all Liens and evidence 4. Liquidated damages for unscheduled that the materials and equipment are covered by employment of the Engineer shall be calculated at the appropriate property insurance or other arrangements hourly rates indicated in the Bid Form. Liquidated to protect Owner's interest therein, all of which must damages shall be paid by deduction from monthly progress ' be satisfactory to Owner. Payments for materials in pay estimates and the final pay estimate, as the liquidated storage shall be based only upon the actual cost of damages are incurred. the materials and equipment to Contractor and shall not include any overhead or profit. Bill of Sale, 5.Each application for progress payment shall be ' invoice or other document warranting clear title for accompanied by a statement of certification by the materials in storage will be waived for the material in Contractor that no claim exists against the Owner or storage included in the first progress payment Engineer unless expressly stated otherwise; that the application. However, proof of payment and clear payment claimed represents the actual value of the work ' title must be submitted with Application No. 2 for all accomplished; that the work accomplished and materials material included in Application No. 1. Without supplied are in accordance with the Contract Documents; such documentation amounts paid for materials in that the quantities claimed were properly determined; and ' storage will be deducted from subsequent payments. that all labor provisions have been complied with in full. Beginning with the second application, all requests for payment for materials in storage shall be B.Review of Applications accompanied by Bill of Sale, invoice or other 1. Engineer will, within 10 days after receipt of ' document warranting clear title as required above. each Application for Payment, either indicate in writing a ,, Beginning with the se „„d A„.heat:, F r recommendation of payment and present the Application n . t e.,sh Appli ien ..hall inel .ae .,.,_.,frida,:t e to Owner or return the Application to Contractor , indicating in writing Engineer's reasons for refusing to GGRtFaeater stating that all ,Ss payments r-eeeiveP,, aeeeu„t .,f the .a,„..r. have been „r:e,, _ payment.a ment. In the latter case, Contractor may make the necessary corrections and resubmit the Standard General Conditions of the Construction Contract—00700—Page 38 of 44 H:\CORPORATEkRJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 Application. ' d. to make any examination to ascertain how or 2. Engineer's recommendation of any payment for what purposes Contractor has used the requested in an Application for Payment will constitute a moneys paid on account of the Contract Price,or representation by Engineer to Owner,based on Engineer's observations on the Site of the executed Work as an e. to determine that title to any of the Work, ' experienced and qualified design professional and on materials,or equipment has passed to Owner free Engineer's review of the Application for Payment and the and clear of any Liens. accompanying data and schedules, that to the best of ' Engineer's knowledge, information and belief: 5. Engineer may refuse to recommend the whole a. the Work has progressed to the point or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner indicated; stated in Paragraph 14.02.B.2. Engineer may also refuse . b. the quality of the Work is generally in to recommend any such payment or, because of accordance with the Contract Documents subsequently discovered evidence or the results of (subject to an evaluation of the Work as a subsequent inspections or tests, revise or revoke any such ' functioning whole prior to or upon Substantial payment recommendation previously made,to such extent Completion, to the results of any subsequent as may be necessary in Engineer's opinion to protect tests called for in the Contract Documents, to a Owner from loss because: ' final determination of quantities and classifications for Unit Price Work under a. the Work is defective, or completed Work has Paragraph 9.07, and to any other qualifications been damaged, requiring correction or stated in the recommendation); and replacement; ' c. the conditions precedent to Contractor's being b. the Contract Price has been reduced by entitled to such payment appear to have been Change Orders; fulfilled in so far as it is Engineer's ' responsibility to observe the Work. C. Owner has been required to correct defective Work or complete Work in accordance with 3. By recommending any such payment Engineer Paragraph. 1.3.09; will not thereby be deemed to have represented that: ' d. Engineer has actual knowledge of the a. inspections made to check the quality or the occurrence of any of the events enumerated in quantity of the Work as it has been performed Paragraph 15.02.A. ' have been exhaustive, extended to every aspect of the Work in progress, or involved detailed C.Payment Becomes Due inspections of the Work beyond the responsibilities specifically assigned to Engineer. 1. Ten days after presentation of the Application in re the Contract Documents;or for Payment to Owner with Engineer's recommendation, the amount recommended will (subject to the provisions b. that there may not be other matters or issues of Paragraph 14.02.D) become due, and when due will be between the parties that might entitle Contractor paid by Owner to Contractor. ' to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. D.Reduction in Payment ' 4. Neither Engineer's review of Contractor's 1.Owner may refuse to make payment of the full Work for the purposes of recommending payments nor amount recommended by Engineer because: Engineer's recommendation of any payment, including final payment,will impose responsibility on Engineer: a. claims have been made against Owner on ' account of Contractor's performance or a.to supervise,direct,or control the Work,or furnishing of the Work; b. for the means, methods, techniques, b. Liens have been filed in connection with the sequences, or procedures of construction, or the Work, except where Contractor has delivered a safety precautions and programs incident thereto, specific bond satisfactory to Owner to secure the or satisfaction and discharge of such Liens; ' c. for Contractor's failure to comply with Laws c. there are other items entitling Owner to a and Regulations applicable. to Contractor's set-off against the amount recommended, performance of the Work,or including liquidated damages;or ' Standard General Conditions of the Construction Contract—00700—Page 39 of 44 H:\CORPORATEIRJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/1 712 00 5 9 0 1 d. Owner has actual knowledge of the occurrence C. If Engineer considers the Work substantially of any of the events enumerated in Paragraphs complete, Engineer will deliver to Owner a tentative 14.02.B.5.a through 14.02.B.5.c or Paragraph certificate of Substantial Completion which shall fix the ' 15.02.A. date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or 2. If Owner refuses to make payment of the full corrected before final payment. Owner shall have seven ' amount recommended by Engineer, Owner will give days after receipt of the tentative certificate during which Contractor immediate written notice (with a copy to to make written objection to Engineer as to any provisions Engineer)stating the reasons for such action and promptly of the certificate or attached list. If, after considering such pay Contractor any amount remaining after deduction of objections, Engineer concludes that the Work is not ' the amount so withheld. Owner shall promptly pay substantially complete, Engineer will within 14 days after Contractor the amount so withheld, or any adjustment submission of the tentative certificate to Owner notify thereto agreed to by Owner and Contractor, when Contractor in writing,stating the reasons therefor.If,after Contractor corrects to Owner's satisfaction the reasons for consideration of Owner's objections, Engineer considers ' such action. the Work substantially complete, Engineer will within said 14 days execute and deliver to Owner and Contractor 3. If it is subsequently determined that Owner's a definitive certificate of Substantial Completion (with a ' refusal of payment was not justified, the amount revised tentative list of items to be completed or wrongfully withheld shall be treated as an amount due as corrected) reflecting such changes from .the tentative determined by Paragraph 14.02.C.1. certificate as Engineer believes justified after consideration of any objections from Owner. ' 14.03 Contractor's Warranty of Title D. At the time of delivery of the tentative A. Contractor warrants and guarantees that title certificate of Substantial Completion, Engineer will to all Work, materials, and equipment covered by any deliver to Owner and Contractor a written ' Application for Payment, whether incorporated in the recommendation as to division of responsibilities pending Project or not,will pass to Owner no later than the time of final payment between Owner and Contractor with payment free and clear of all Liens. respect to security,operation,safety, and protection of the ' Work, maintenance, heat, utilities, linsurance, and B. Neither recommendation of any progress warranties and guarantees. Unless Owner and Contractor payment by Engineer, nor payment by the Owner to agree otherwise in writing and sc inform Engineer in Contractor, nor any use or occupancy of the Work or any writing prior to Engineer's issuing the definitive ' part thereof will release the Contractor from complying certificate of Substantial Completion, Engineer's with the Contract Documents. Specifically the Contractor aforesaid recommendation will be binding on Owner and shall maintain in accordance with Article 5. property Contractor until final payment. insurance on all Work, materials, and equipment whether ' incorporated in the project or not and whether included in E. Owner shall have the right to exclude an application for payment or not, for the full insurable Contractor from the Site after the date of Substantial value thereof. Passing title to Owner for materials and Completion subject to allowing Contractor reasonable equipment included in an application for payment does ' access to complete or correct items on the tentative list. not relieve the Contractor of the Contractor's obligation to provide insurance (including property insurance), as required in Article 5 of these General Conditions and the 14.05 Partial Utilization Supplementary Conditions. All insurance shall remain in ' effect as provided in Article 5. A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially 14.04 Substantial Completion completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, ' A. When Contractor considers the entire Work Engineer, and Contractor agree constitutes a separately ready for its intended use Contractor shall notify Owner functioning and usable part of the Work that can be used and Engineer in writing that the entire Work is by Owner for its intended purpose without significant ' substantially complete(except for items specifically listed interference with Contractor's performance of the by Contractor as incomplete) and request that Engineer remainder of the Work, subject to the following issue a certificate of Substantial Completion. conditions. B. Promptly after Contractor's notification, 1. Owner at any time may request Contractor in ' Owner, Contractor, and Engineer shall make an writing to permit Owner to use or occupy any such part of inspection of the Work to determine the status of the Work which Owner believes to be ready for its completion. If Engineer does not consider the Work intended use and substantially complete. If and when ' substantially complete, Engineer will notify Contractor in Contractor agrees that such part of the Work is writing giving the reasons therefor. substantially complete, Contractor will certify to Owner and Engineer that such part of the Work is substantially ' Standard General Conditions of the Construction Contract—00700—Page 40 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 complete and request Engineer to issue a certificate of Engineer will promptly make a final inspection with Substantial Completion for that part of the Work. Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals 2. Contractor at any time may notify Owner and that the Work is incomplete or defective. Contractor shall Engineer in writing that Contractor considers any such immediately take such measures as are necessary to ' part of the Work ready for its intended use and complete such Work or remedy such deficiencies. substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the B. After Contractor has remedied all deficiencies Work. to the satisfaction of the Owner and Engineer and ' delivered all construction records, maintenance and 3. Within a reasonable time after either such operating instructions, schedules, guarantees, bonds, request, Owner, Contractor, and Engineer shall make an certificates of inspection, and other documents (all as inspection of that part of the Work to determine its status required by the Contract Documents), Owner and ' of completion. If Engineer does not consider that part of Contractor shall be promptly notified in writing by the Work to be substantially complete, Engineer will Engineer that the work is acceptable. notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be 14.07 Final Payment substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial A.Application for Payment Completion of that part of the Work and the division of ' responsibility in respect thereof and access thereto. 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in 4. No use or occupancy or separate operation of ' part of the Work may occur prior to compliance with the accordance with the Contract Documents,all maintenance requirements of Paragraph 5.10 regarding property and operating instructions, schedules, guarantees, bonds, insurance. certificates or other evidence of insurance certificates of inspection, marked-up record documents (as provided in B. Owner has the right to take possession of or Paragraph 6.12), and other documents, Contractor may use,any.comoleted or substantially completed portions of make application for final payment following the the work at any.tme. :but such takingpossession or use procedure for progress payments. will not be deemed an acceptance of any work not ' completed in accordance with the Contract Documents. 2. The final Application for Payment shall be Owner's use of any facilities so identified in the Contract accompanied(except as previously delivered)by: Documents will not be grounds for extension of the contract time or change in the contract price. Owner's a. all documentation called for in the Contract ' use of any facilities not specifically identified in the Documents, including but not limited to the Contract Documents will be in accordance with evidence of insurance required by Paragraph conditions agreed to prior to such use,and any extra costs 5.04.13.7; or delays in completion incurred and properly claimed by ' Contractor will be equitably adjusted with a Change b. consent of the surety,if any,to final payment; Order. Facilities substantially completed in accordance with the Contract Documents which are occupied or used c. a list of all Claims against Owner that ' by Owner prior to substantial completion of the entire Contractor believes are unsettled;and work will be done in accordance with Article 14.04. Guarantee periods for accepted or substantially completed d. complete and legally effective releases or work including mechanical and electrical equipment will waivers(satisfactory to Owner)of all Lien rights ' commence upon the start of continuous use by Owner. arising out of or Liens filed in connection with All tests and instruction of Owner's personnel must be the Work. satisfactorily completed, and Owner shall assume responsibility for and operation of all facilities occupied 3. In lieu of the releases or waivers of Liens or used except as may arise through portions of work not specified in Paragraph 14.07.A.2 and as approved by vet completed by Contractor. If the work has been Owner, Contractor may furnish receipts or releases in full substantially completed and the Engineer certifies that full and an affidavit of Contractor that: (i) the releases and completion thereof is materially delayed through no fault receipts include all labor, services, material, and ' of the Contractor, the Owner shall, without terminating equipment for which a Lien could be filed; and (ii) all the Agreement, make payment of the balance due for the portion of the work fully completed and accepted. payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner ' 14.06 Final Inspection or Owner's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or A. Upon written notice from Contractor that the Supplier fails to furnish such a release or receipt in full, entire Work cr an agreed portion thereof is complete, Contractor may furnish a bond or other collateral ' Standard General Conditions of the Construction Contract—00700—Page 41 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/1 712 00 5 • • satisfactoryto Owner to indemnify Owner against an 1. a waiver of all Claims by Owner against ' Y g Y Lien. Contractor, except Claims arising from unsettled Liens, B. Engineer's Review of Application and from defective Work appearing after final inspection ' Acceptance pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special 1. If, on the basis of Engineer's observation of guarantees specified therein, or from Contractor's ' the Work during construction and final inspection, and continuing obligations under the Contract Documents; Engineer's review of the final Application for Payment and and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work 2. a waiver of all Claims by Contractor against ' has been completed and Contractor's other obligations Owner other than those previously made in accordance under the Contract Documents have been fulfilled, with the requirements herein and expressly acknowledged Engineer will, within ten days after receipt of the final by Owner in writing as still unsettled. Application for Payment, indicate in writing Engineer's ' recommendation of payment and present the Application for Payment to Owner for payment. At the same time ARTICLE 15 - SUSPENSION OF WORK AND Engineer will also give written notice to Owner and TERMINATION ' Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, 15.01 Owner May Suspend Work indicating in writing the reasons for refusing to , recommend final payment, in which case Contractor shall A. At any time and without cause, Owner may make the necessary corrections and resubmit the suspend the Work or any portion thereof for a period of Application for Payment. not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which ' C. Payment Becomes Due Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an 1. Thirty days after the presentation to Owner of adjustment in the Contract Price or an extension of the the Application for Payment and accompanying Contract Times, or both; directly attributable to any.such ' documentation, the amount recommended by Engineer, suspension if Contractor makes a Claim th.,erefor .as less any sum Owner is. entitled to set off against provided in Paragraph 10.05. Engineer's recommendation, including but not limited to 15.02 Owner May Terminate for Cause ' liquidated damages,will become due and ,will be paid by Owner to Contractor. A. If the Contractor fails to complete the work required by the Contract Documents, or upon T-4e ' 14.08 Final Completion Delayed occurrence of any one or more of the following events, ill justify te..., inatien the Owner may terminate the A. If, through no fault of Contractor, final Agreement relating to the whole Work or any portion completion of the Work is significantly delayed, and if thereof for cause: ' Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment (for Work 1. Contractor's persistent failure to perform the fully completed and accepted) and recommendation of Work in accordance with the Contract Documents Engineer, and without terminating the Contract, make (including, but not limited to, failure to supply sufficient ' payment of the balance due for that portion of the Work skilled workers or suitable materials or equipment or fully completed and accepted. If the remaining balance to failure to adhere to the Progress Schedule established be held by Owner for Work not fully completed or under Paragraph 2.07 as adjusted from time to time corrected is less than the retainage stipulated in the pursuant to Paragraph 6.04); ' Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the 2. Contractor's disregard of Laws or Regulations payment of the balance due for that portion of the Work of any public body having jurisdiction; ' fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such �. Contractor's disregard of the authority of payment. Such payment shall be made under the terms Engineer;or and conditions governing final payment, except that it 4. Contractor's violation in any substantial way ' shall not constitute a waiver of Claims. of any provisions of the Contract Documents. 14.09 Waiver of Claims B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving ' A. The making and acceptance of final payment Contractor (and surety) seven days written notice of its will constitute: intent to terminate the services of Contractor: Standard General Conditions of the Construction Contract—00700—Page 42 of 44 ' H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 1. exclude Contractor from the Site, and take 1. completed and acceptable Work executed in possession of the Work and of all Contractor's tools, accordance with the Contract Documents prior to the ' appliances, construction equipment, and machinery at the effective date of termination, including fair and Site, and use the same to the full extent they could be reasonable sums for overhead and profit on such Work; used by Contractor (without liability to Contractor for ' trespass or conversion), 2. expenses sustained prior to the effective date of termination in performing services and furnishing ,2. incorporate in the Work all materials and labor, materials,or equipment as required by the Contract equipment stored at the Site or for which Owner has paid Documents in connection with uncompleted Work, plus ' Contractor but which are stored elsewhere,and fair and reasonable sums for overhead and profit on such expenses; 3. complete the Work as Owner may deem ' expedient. 3. all claims, costs, losses, and damages (including but not limited to all fees and charges of C. If Owner proceeds as provided in Paragraph engineers, architects, attorneys, and other professionals 15.02.B, Contractor shall not be entitled to receive any and all court or arbitration or other dispute resolution ' further payment until the Work is completed. If the costs) incurred in settlement of terminated contracts with unpaid balance of the Contract Price exceeds all claims, Subcontractors, Suppliers,and others;and costs,losses,and damages(including but not limited to all fees and charges of engineers, architects, attorneys, and 4. reasonable expenses directly attributable to ' other professionals and all court or arbitration or other termination. dispute resolution costs) sustained by Owner arising out of or relating to completing the Work,such excess will be B. Contractor shall not be paid on account of loss paid to Contractor. If such claims, costs, losses, and of anticipated profits or revenue or other economic loss damages exceed such unpaid balance, Contractor shall arising out of or resulting from such termination. pay the difference to Owner. Such claims, costs, losses, and damages incurred- by Owner will be reviewed by 15.04 Contractor May Stop Work or Terminate ' Engineer as .to their reasonableness and, when so approved by Engineer,. incorporated in a Change Order. A. If, through no act or fault. of Contractor., (i) Wher exercising arty"rights or remedies under this the Work is suspended for more than..0.-consecutive,days Paragraph Owner shall not be.required to obtain the by Owner or under an order of tour. or other public ' lowest price for the Work performed. authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) D. Notwithstanding Paragraphs 15.02.13 and Owner fails for 30 days to pay Contractor any sum finally 15.02.C, Contractor's services will not be terminated if determined to be due, then Contractor may, upon seven Contractor begins within seven days of receipt of notice days written notice to Owner and Engineer, and provided of intent to terminate to correct its failure to perform and Owner or Engineer do not remedy such suspension or proceeds diligently to cure such failure within no more failure within that time, terminate the Contract and ' than 30 days of receipt of said notice. recover from Owner payment on the same terms as provided in Paragraph 15.03. E. Where Contractor's services have been so terminated by Owner, the termination will not affect any B. In lieu of terminating the Contract and ' rights or remedies of Owner against Contractor then without prejudice to any other right or remedy, if existing or which may thereafter accrue. Any retention or Engineer has failed to act on an Application for Payment payment of moneys due Contractor by Owner will not within 30 days after it is submitted, or Owner has failed release Contractor from liability. for 30 days to pay Contractor any sum finally determined t to be due,Contractor may,seven days after written notice F. If and to the extent that Contractor has to Owner and Engineer, stop the Work until payment is provided a performance bond under the provisions of made of all such amounts due Contractor, including ' Paragraph 5.01.A,the termination procedures of that bond interest thereon. The provisions of this Paragraph 15.04 shall supersede the provisions of Paragraphs 15.02.13 and are not intended to preclude Contractor from making a 15.02.C. Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for ' 15.03 Owner May Terminate For Convenience expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. 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, terminate the Contract. In such case, Contractor shall be paid for(without duplication of any items): ' Standard General Conditions of the Construction Contract—00700—Page 43 of 44 H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 ARTICLE 16-DISPUTE RESOLUTION B. The business address for giving notices of Contractor given in the Agreement is hereby designated as the place to which all notices, letters, and other ' 16.01 Methods and Procedures communication to Contractor will be mailed or delivered. The address for giving notices to Owner given in the A. Either Owner or Contractor may. request Agreement is hereby designated as the place to Which all mediation of any Claim submitted to Engineer for a notices letters, and other communication to Owner shall ' decision under Paragraph 10.05 before such decision be mailed or delivered. Either party may change its becomes final and binding. The mediation will be address at any time by an instrument in writing delivered governed by the Construction Industry Mediation Rules to Engineer and to the other party. ' of the American Arbitration Association in effect as of the 17.02 Computation of Times Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American A. When any period of time is referred to in the Arbitration Association and the other party to the Contract Documents by days, it will be eemp tee to ' Contract. Timely submission of the request shall stay the exelude the r t a : _itide the last day of__eh pert d effect of Paragraph 10.05.E. the time will commence to run on the day or date indicated in the Notice to Proceed or any other properly ' B. Owner and Contractor shall participate in the executed document. The time will be computed to mediation process in good faith. The process shall be include the first day or date indicated in the number of concluded within 60 days of filing of the request. The days. If the last day of any such period falls on a date of termination of the mediation shall be determined Saturday or Sunday or on a day made a legal holiday by ' by application of the mediation rules referenced above. the law of the applicable jurisdiction, such day will be omitted from the computation. C. If the Claim is not resolved by mediation, 1 Engineer's action under Paragraph 10.05.0 or a denial 17.03 Cumulative Remedies pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become final and binding 30 days after termination of the A. The duties and obligations imposed by these mediation unless, within that time period, Owner or General Conditions and the rights and remedies available ' Contractor: .hereunder to the parties hereto are in additiori to, and are not to be construed in any way as a limitation of, any I.: elects in writing to invoke any dispute rights and remedies available to any or all of them which resolution process provided for in the Supplementary are otherwise imposed or available by Laws or ' Conditions,or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of 2. agrees with the other party to submit the this Paragraph will be as effective as if repeated ' Claim to another dispute resolution process,or specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to 3. gives written notice to the other party of their which they apply, intent to submit the Claim to a court of competent , jurisdiction.. 17.04 Survival of Obligations A. All representations, indemnifications, ARTICLE 17-MISCELLANEOUS 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 17.01 Giving Notice Documents, will survive final payment, completion, and ' acceptance of the Work or termination or completion of A. Whenever any provision of the Contract the Contract or termination of the services of Contractor. Documents requires the giving of written notice, it will be deemed to have been validly given if: 17.05 Controlling Law ' 1. delivered in person to the individual or to a A. This Contract is to be governed by the law of member of the firm or to an officer of the corporation for the state in which the Project is located. whom it is intended,or ' 17.06 Headings 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known A. Article and paragraph headings are inserted ' to the giver of the notice. for convenience only and do not constitute parts of these General Conditions. Standard General Conditions of the Construction Contract—00700—Page 44 of 44 ' H:\CORPORATE\RJM\WORDP\ejcdc\C-700.std.gen.cond.doc 2/17/2005 SECTION 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS These Supplementary Conditions to the General Conditions amend or supplement the Standard General Conditions of the Construction. Contract [(No. C-700, 2002 Edition)] ' [and the Funding Agency Edition (No. 1910-8-FA, 1997 Edition)] and other provisions of the Contract Documents as indicated below. All provisions which are not so amended ' or supplemented remain in full force and effect. The terms used in these Supplementary Conditions which are defined in the General ' Conditions have the meanings indicated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings indicated below, which are applicable in both the singular and plural thereof. ' Index of Supplementary Conditions to the General Conditions ' Article or Paragraph No. Title or Subject Matter SC-1.01.A.20 Engineer's Consultants SC-2.01 Delivery of Bonds SC-2.07 Initial Acceptance of Schedules ' SC-3.03.B.1.c Resolving Discrepancies SC-4.02 Subsurface and Physical Conditions - Technical Data SC-4.04.A.3 Underground Facilities ' SC-4.05 Reference Points SC-4.06 Hazardous Environmental Condition at Site - "Technical Data" SC-5.02 Licensed Sureties and Insurers ' SC-5.03 Certificates of Insurance SC-5.04 Contractor's Liability Insurance SC-5.06 Property Insurance - Purchased by Contractor ' SC-6.02 Labor; Working Hours SC-6.03 Services, Materials, and Equipment SC-6.06 Concerning Subcontractors, Suppliers and Others SC-6.17 Shop Drawings and Samples SC-7.01 Related Work at the Site ' SC-13.03 Tests and Inspections SC-14.02.13 Progress Payments- Whole or Partial Payment Refused by Engineer ' SC-14.02.0 Progress Payments — Payment Becomes Due SC-14.02.D Progress Payments - Full Payment Refusal by Owner SC-14.07.13 Final Payment - Refusal by Engineer ' SC-14.07.0 Final Payment - Payment Becomes Due SC-16.02 Dispute Resolution - Mediation SC-17.04.13 Survival of Obligation - Statutes of Limitation Supplementary Conditions - 00810 - Page 1 of 11 N:\3384\038\Design Docs\Specs\supp1cond_00810.doc 4/14/04 SC-1.01.A.20 ENGINEER'S CONSULTANTS SC-1.01.A.20 Engineer's Consultants: No consultants were employed by the Engineer ' to provide professional services for the Project. SC-2.01 DELIVERY OF BONDS ' Add a new paragraph immediately after paragraph 2.01 .A of the General Conditions ' which is to read: B. Engineer shall furnish to Contractor [Insert Number] copies of the Agreement and other Contract Documents bound therewith. Contractor shall execute ' the Agreement, insert executed copies of the required Bonds and Power of Attorney and Certificates of Insurance and submit all copies to Engineer who will forward them to ' the Owner. Owner shall execute all copies and return two copies to the Contractor who shall promptly deliver one copy to his Surety. Owner shall also furnish a counterpart or conformed copy to the Engineer [and to MDEQ] and shall retain [Insert Number] copies. ' SC-2.07 INITIAL ACCEPTANCE OF SCHEDULES Delete the first paragraph of 2.07.A of the General Conditions in its entirety and insert the following in its place: A. Prior to the first application for payment all schedules and documents ' identified in paragraph 2.05.A of these General Conditions shall be .finalized and submitted to the Engineer and Owner. Until acceptable schedules are submitted to Engineer and Owner as provided below, Owner may withhold an amount from a ' progress payment that is sufficient to pay the direct expenses that Owner may reasonably expect will be necessary to correct any problems based on Contractor's failure to submit acceptable schedules. The progress schedule shall be CPM form or ' other acceptable format that shows estimated time for each work item, and starting and completion dates for each part of the Work. Acceptance of these schedules and , documents by either Engineer or Owner will neither impose on Engineer or Owner responsibility for the sequencing, scheduling or progress of the Work, and will not interfere with or relieve Contractor from Contractor's full responsibility therefore. ' SC-3.03.13 RESOLVING DISCREPANCIES Add a new paragraph immediately after paragraph! 3.0.3.B.1.b of the General ' Conditions which is to read: C. In the event that any provision of the Contract Documents conflicts ' with another provision of the Contract Documents, the provision in the Contract Documents first listed below shall generally govern except as otherwise specifically stated: ' 1. Standard Form of Agreement 2. Performance and Payment Bond ' 3. Addenda to Contract Documents Supplementary Conditions -00810 - Page 2 of 11 ' N:\3384\038\Design Docs\Specs\supp1cond_00810.doc 4/14/04 4. Legal and Procedural Documents: 1 a. Proposal b. Proposal Guaranty C. Instructions to Bidders ' d. Invitation to Bid 5. Special Provisions 6. Drawings 1 7. Detailed Specifications Requirements (Technical Specifications) 8. Supplementary Conditions 1 9. General Conditions SC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS -TECHNICAL DATA 1 Add the following new paragraph(s) immediately after paragraph 4.02.13 of the General Conditions: 1 C. In the preparation of Drawings and Specifications, Engineer or Engineer's Consultants have relied upon the following reports of explorations and tests of 1 subsurface conditions at the Site: 1. Report dated February, 2002, prepared by NTL Engineering and ' Geoscience, Inc., Great Falls, Montana, entitled: -Geotechnical Investigation for Valley. West Subdivision. The "technical data" contained in such report upon which Contractor may rely is soils type information and general groundwater 1 information. D. Copies of reports and drawings itemized in SC-4.02.0 and SC-4.02-D that 1 are not included with Bidding documents may be examined at Morrison-Maierle, Inc., 901 Technology Blvd., Bozeman, MT 59718 during regular business hours. These ' reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Contractor is entitled to rely as identified and established above are Incorporated therein by reference. Contractor is not entitled to rely upon ' other information and data utilized by Engineer and Engineer's Consultants in the preparation of Drawings and specifications. SC-4.04 UNDERGROUND FACILITIES 1 Add the followingnew paragraph immediate) after paragraph 4.04.A.2 of the General P 9 P Y P 9 P 1 Conditions: 3. At least 2 but not more than 10 business days before beginning any 1 excavation, the Contractor shall, according to MCA 69-4-501, notify all owners of underground facilities and coordinate the Work with the owners of such underground facilities. The Information shown or Indicated In the Contract Documents with respect to existing underground facilities is based on information and data obtained from the 1 owners of the facilities without field exploration, and as such, Owner and Engineer are not responsible for the accuracy or completeness of such information or data. 1 Supplementary Conditions -00810- Page 3 of 11 N:\3384\038\Design Docs\Specs\supp1cond_00810.doc 4/14/04 1 1 SC-4.05 REFERENCE POINTS ' Add the following paragraphs immediately after paragraph 4.05.A of the General Conditions which are to read: 1 B. The baselines and benchmarks to be furnished by the Owner are designated on the Drawings. If lost or destroyed by the Contractor, the baselines and ' benchmarks will be re-established by the Engineer. The cost of re-establishing disturbed baselines or benchmarks shall be calculated at the hourly rates specified in the Bid Form for unscheduled employment of the Engineer. Payment for such work shall be made by deduction from-the monthly progress payments and the final payment ' as the costs are incurred. C. All other staking required by the Contractor to complete the work, 1 including line and/or grade stakes, slope stakes, bluetops, etc., shall be provided by the Contractor. 1 D. Construction surveys shall be done under the direction of- a Registered Professional Engineer or Land Surveyor experienced in construction layout work. 1 E. The Contractor shall notify the Engineer of any discrepancies between plan locations and verified field locations or dimensions. All connections of new facilities to existing facilities (pavement, pipe and duct inverts, and other critical ' horizontal or vertical dimensions) shall be verified by the Contractor prior to°•starting construction. Any differences between the plans and field construction surveys will be resolved by the Engineer. 1 F. When required, the Contractor shall provide a survey crew during normal ' working hours to assist the Engineer in checking lines and elevations in the Contractor's layout and for measuring quantities for payment purposes as the work proceeds. The Contractor shall cooperate with the Engineer so that the checking and measuring may ' be accomplished with the least interference to the Contractor's operations. SC-4.06 HAZARDOUS ENVIRONMENTAL CONDITION AT SITE - "TECHNICAL DATA" 1 Add the following new paragraph(s) immediately after paragraph 4.06.A of the General ' Conditions: A. No reports or drawings related to Hazardous Environmental Conditions are known to the Owner or Engineer." ' SC-5.02 LICENSED SURETIES AND INSURERS Add the followingimmediate) afterparagraph 5.02.A of the General Conditions: 1 Y B. Without limiting any of the other obligations or liabilities of the Contractor, ' Contractor shall secure and maintain such insurance from an insurance company (or Supplementary,Conditions -00810- Page 4 of 11 1 N:\3384\038\Design Docs\Specs\supp1cond_00810.doc 4/14/04 1 companies) authorized to write insurance in the state of the project location, with ' minimum "A.M. Best Rating" of A-, VI, as will protect the Contractor, the vicarious acts of subcontractors, the Owner, the Engineer, the Engineer's Consultants, and the respective directors, officers, partners, agents, employees and other consultants and ' subcontractors of each and any of all such additional insureds from claims for bodily injury (including sickness, disease and mental anguish), death, and property damage which may arise from operations and completed operations under this Agreement. ' Contractor shall not commence work under this Agreement until such insurance has been obtained and certificates..of insurance, with binders, or certified copies of the insurance policy shall have been filed with the Owner and the Engineer. ' SC-5.03 CERTIFICATES OF INSURANCE ' Add the following paragraphs immediately after paragraph 5.03.13 of the General Conditions: C. Failure of Owner to demand such certificates or other evidence of full compliance with these insurance requirements or failure of Owner to identify a deficiency from evidence provided shall not be construed as a waiver of Contractor's ' obligations to maintain such insurance. D. By requiring such insurance and insurance limits herein, Owner does not represent' that coverage and limits will necessarily be adequate to protect Contractor, .and such-coverage and limits shall not be deemed as a limitation on Contractor's liability . under the indemnities granted to Owner in'the Contract Documents. SC-5.04 CONTRACTOR'S LIABILITY INSURANCE ' Add the following new paragraph immediately after paragraph 5.04.13 of the General Conditions: ' C. The limits of liability for the insurance required by paragraph 5.04 of the General Conditions shall provide coverages for not less than the following amounts or greater where required by Law or Regulations: 1. Additional Insureds: ' a. With respect to insurance required by paragraphs 5.04.A.3 through 5.04.A.6, inclusive, include the following as additional insureds. Use Additional Insured Endorsement CG 20 32, or equivalent ' acceptable to the Owner and Engineer. OWNER - Bozeman Lakes, LLC ' ENGINEER - Morrison-Maierle, Inc. ' SC-5.06 PROPERTY INSURANCE - PURCHASED BY CONTRACTOR A. With respect to the Contractor's property.insurance coverage required by ' Supplementary Conditions -00810 - Page 5 of 11 NA3384\0380esign Docs\Specs\supp1cond_00810.doc 4/14/04 0 paragraph 5.06.A of the General Conditions, include the following as an insured or additional insured: ' OWNER: Bozeman Lakes, LLC ENGINEER: Morrison-Maierle, Inc. ' B. Deductible may not exceed $5,000 unless approved by appropriate Change Order. ' SC-6.02 LABOR; WORKING HOURS Add the following new paragraphs immediately after paragraph 6.02.B of the General ' Conditions: C. Working hours for the Contractor shall be limited to the hours between ' 7:00 a.m. and 7:00 p.m. and shall not exceed 10 hours per day with authorized overtime. With Owner and Engineer approval the Contractor may work a four day, ten hour per day work week. The Contractor must notify the Owner and Engineer in writing ' three (3) days in advance of his intention to work during other periods to allow assignment of additional inspection personnel when they are reasonably available. Emergency work may be done without prior permission. , D. If a resident project representative is reasonably available, the Engineer ' .may authorize the Contractor to perform work during periods other than normal working hours and/or days. The cost of this inspection will be calculated at the hourly rate specified in the Bid Form for unscheduled employment of the Engineer and will be ' deducted from the monthly progress payments and final payment as the costs are incurred. SC-6.03 SERVICES, MATERIALS, AND EQUIPMENT ' Add the following paragraphs immediately after paragraph 6.03.0 of the General , Conditions which are to read as follows: D. To ensure standardization and uniformity in all parts of the work under this , Contract, like items of equipment shall be the products of one manufacturer. Like items of certain materials shall be the products of one manufacturer. E. Uniformity in like equipment items is required in order to provide the ' Owner with interchangeability capabilities, simplified spare parts inventory, and standardized maintenance programs and manufacturer's services. ' F. Uniformity in certain like material items is required in order to provide the Owner with a simplified spare materials inventory, continuity in patterns, color, and ' texture; and a standardized procedure for maintenance care and manufacturer's services. G. Visible architectural items such as exterior finishes, floor and wall ' covering, ceiling materials, doors, windows, cabinetwork, paint, and miscellaneous Supplementary Conditions -00810 - Page 6 of 11 ' N:\3384\038\Design Docs\Specs\supp1cond_00810.doc 4/14/04 1 i a appurtenances, when specified alike shall be standardized. 1 H. Generally, material items exempt from standardization include structural steel, reinforcing steel, building insulation, roofing materials, sheet metal, materials specified only by reference to a recognized standard, and items hidden from view where 1 interchangeability, color, and texture is not a significant factor for standardization. I. The. Contractor shall inform his suppliers and subcontractors of these ' requirements, and shall provide the necessary coordination to accomplish the standardiization specified. 1 SC-6.06 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS The following provisions supplement paragraphs 6.06.A and 6.06.13 of the General 1 Conditions and paragraph 12.01 of the Instructions to Bidders: A. The Contractor shall not sublet any part of the work embraced within this 1 contract without the consent of the Owner, and the Owner reserves the right to withdraw at any time from any subcontractor whose work has proven unsatisfactory, the right to be engaged in or employed upon any part of the work. The amount of the work sublet 1 on this p-oject shall-not exceed 50% of the total contract price bid for the work. B. In accordance with Instruction to Bidders, paragraph 12.01, within 5 days 1 after bids are opened, the apparent low bidder, and any other Bidder so requested, shall submit a list of all Subcontractors, Suppliers, or other persons or organizations (includino.'those who are to furnish the principal items of materials and equipment) to 1 Owner. An experience statement with pertinent information as to similar projects and other evidence of qualification for each named Subcontractor, Supplier and other persons or organizations shall be furnished. Acceptance and substitution of proposed 1 Subcontractors, Suppliers, or other persons or organization prior to Notice of Award is governed by Instructions to Bidders paragraph 12.01. The Contractor may not change Subcontractors, Suppliers, or other persons and organizations accepted by Owner prior 1 to the Notice of Award without the written permission of the Owner. C. Revocation of Subcontractor, Supplier, or other persons or organizations 1 acceptance after the Effective Date of the Agreement is governed by General Condition 6.06.B. 1 SC-6.17 SHOP DRAWINGS AND SAMPLES Add the following paragraphs immediately after paragraph 6.17.E of the General 1 Conditions: F. Contractor shall furnish required submittals with sufficient information and 1 accuracy in order to obtain required approval of an item with no more than three submittals. Engineer will record Engineer's time for reviewing subsequent submittals of Shop Drawings, samples or other items requiring approval and Contractor shall 1 reimburse Owner for Engineer's charges for such time. G. In the event that Contractor requests a substitution for a previously 1 Supplementary Conditions - 00810 - Page 7 of 11 NA3384\038\Design Docs\Specs\supp1cond_00810.doc 4/14/04 i 1 approved item, Contractor shall reimburse Owner for Engineer's charges for such time unless the need for such substitution is beyond the control of Contractor. 1 SC-7.01 RELATED WORK AT THE SITE Add the following paragraphs immediately after paragraph 7.01.0 of the General 1 Conditions: D. Work by others at the site and other coordination issues are defined in 1 Section 00910, Special Provisions in these Contract Documents. SC-13.03 TESTS AND INSPECTIONS 1 Replace paragraph 13.03.B of the General Conditions with the following: B. All qualitycontrol and compliance testing of work accomplished will be ' P 9 P performed by the Contractor, or designated representative, where specified at no additional cost to the Owner. Where the specifications state that certain tests will be 1 performed by the Owner, these tests will be done at no cost to the Contractor except all tests for work or materials that fail to meet specified requirements shall be borne by the 1 Contractor and shall be deducted from his progress payments. Where the specifications require that certain materials are to be tested for suitability or in final position by.the Contractor, the Contractor shall provide at his own expense by retaining the services of .a certified independent testing laboratory. The Engineer will direct 1 where and when tests are performed. SC-14.02.13 PROGRESS PAYMENTS — WHOLE OR PARTIAL PAYMENT REFUSAL 1 BY ENGINEER Add the following paragraph 14.02.B.6 to the General Conditions: 1 6. Engineer may also refuse to recommend the whole or any part of any 1 payment if, in Engineer's opinion, there exists: a. Unsatisfactory progress of the Work; 1 b. Failure to remedy defective Work or materials; C. Disputed Work or materials; 1 d. Failure to comply with material provisions of the Contract 1 Documents; e. Failure of the Contractor to make timely payment upon request, 1 including but not limited to payment for labor, equipment, materials, subcontracts, taxes, fees, professional services, rent, and royalties; f. Damage to the Owner; or 1 Supplementary Conditions -00810 - Page 8 of 11 1 NA3384\038\Design Docs\Specs\.supp1cond_00810.doc 4/14/04 1 g. The existence of reasonable evidence that the Work cannot be ' completed for the unpaid balance of the Contract Price. SC-14.02.0 PROGRESS PAYMENTS — PAYMENT BECOMES DUE ' Delete paragraph 14.02.C.1 of the General Conditions in its entirety and insert the following in its place: ' 1. The Owner will, upon presentation to him of the Contractor's Application for Payment, with Engineer's recommendation, review and act upon said payment within 30 days after Contractor has submitted the application. Within 14 days after approving all or part of the application, the Owner will pay for the work approved (subject to the provisions of Paragraph 14.02.D of these General Conditions). ' SC-14.02.D PROGRESS PAYMENTS - FULL PAYMENT REFUSAL BY OWNER ' Add the following paragraph 14.02.D.1.e to the General Conditions: e. there exists: ' i. Unsatisfactory progress of the Work; ii. Failure to remedy defective Work or materials; iii. Disputed Work or materials; iv. Failure to comply with material provisions of the Contract Documents. ' V. Failure of the Contractor to make timely payment a ment upon request, including but not limited to payment for labor, equipment, materials, ' subcontracts, taxes, fees, professional services, rent, and royalties; vi. Damage to the Owner; or ' vii. The existence of reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Price. Delete Paragraph 14.02.D.2 of the General Conditions in its entirety and replace it with the following: ' 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor written notice (with a copy to Engineer) within 30 days of actual receipt of the Application for Payment by Engineer, stating the reasons ' for such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner may only withhold an amount from a payment that is sufficient to pay the direct expenses that the Owner may reasonably expect will be ' necessary to correct any problems created by the items listed in Paragraph 14.02.D.1. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor corrects to Owner's satisfaction ' the reasons for such action. Supplementary Conditions -00810 - Page 9 of 11 N:\3384\038\Design Docs\Specs\supp1cond_00810.doc 4/14/04 SC-14.07.13 FINAL PAYMENT - REFUSAL BY ENGINEER Add the following sentence to the end of Paragraph 14.07.13.1 of the General ' Conditions: Engineer may refuse to recommend final payment if, in Engineer's opinion, there exists: ' a. Unsatisfactory progress of the Work; ' b. Failure to remedy defective Work or materials; C. Disputed Work or materials; ' e. Failure of the Contractor to make timely payment upon request, including but not limited to payment for labor, equipment, materials, subcontracts, ' taxes, fees, professional services, rent, and royalties; f. Damage to the Owner; or g. The existence of reasonable evidence that the Work cannot be completed ' for the unpaid balance of the Contract Price. SC-14.07.0 FINAL PAYMENT - PAYMENT BECOMES DUE ' Delete Paragraph 14.07.C.1 of the General Conditions in its entirety and replace it with the following: 1.. Thirty (30) days after the Engineer actually receives the final Application for Payment and accompanying documentation, the amount recommended by Engineer , (subject to the provisions of Paragraphs 14.02.D and 14.07.B of these General Conditions), will become due, and when due will be paid by Owner to Contractor within ' fourteen (14) days. SCA 6.02 DISPUTE RESOLUTION - MEDIATION , Add the following new paragraphs immediately after 16.01.0 of the General Conditions: D. Notice of the demand for mediation will be filed in writing with the other ' party to the Agreement and with the American Arbitration Association, and a copy will be sent to Engineer for information. The demand for mediation will be made within the ' thirty-day period specified in paragraph SC-10.05.E as applicable, and in all other cases within a reasonable time after the Claim or counterclaim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date ' when institution of legal or equitable proceedings based on such Claim, or other matter in question would be barred by the applicable statute of limitations. E. Except as provided in paragraph SC-16.02.F. below, no mediation arising ' out of or relating to the Contract Documents shall include by consolidation, joinder, or in any other manner any other person or entity (including Engineer, Engineer's Consultant ' and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: Supplementary Conditions - 00810 - Page 10 of 11 N:\3384\038\Design Docs\Specs\supp1cond_00810.doc 4/14/04 1 � • ' 1. the inclusion of such other individual or entity is necessary if complete relief is to be afforded among those who are already parties to the mediation; and ' 2. such other individual or entity is substantially involved in a question' of law or fact which is common to those who are already parties to ' the mediation, and which will arise in such proceedings; and 3. the written consent of the other individual or entity sought to be ' included and of Owner and Contractor has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to ' mediation of any dispute not specifically described in such consent or to mediation with any party not specifically identified in such consent. ' F. Notwithstanding paragraph SC-16.02.E, if a Claim or counterclaim, dispute or other matter in question between Owner and Contractor involves the Work of ' a Subcontractor, either Owner or Contractor may join such Subcontractor as a party to the mediation between Owner and Contractor hereunder. Contractor shall include in all subcontracts required by paragraph GC-6-O6:G specific provision whereby the ' Subcontractor consents to being joined in a mediation between Owner and .Contractor invoiving the work of such Subcontractor. Nothing in this. paragraph SC-16.02,.F nor in the provision of such subcontract consenting to joinder shall create any claim, right or ' cause of action in favor of Subcontractor and against Owner, Engineer or Engineer's Consultants that does not otherwise exist. SC-17.04 SURVIVAL OF OBLIGATIONS - STATUTES OF LIMITATIONS ' Add the following new paragraph immediately after 17.04.A of the General Conditions: ' B. ' Causes of action between the parties or the Engineer pertaining to acts or failures to act shall be deemed to have accrued and the applicable statutes of limitations shall commence to run in any and all events not later than the date of final payment to ' the Contractor. The Contractor shall include this provision in all contracts he enters into with subcontractors, consultants and suppliers who provide any work, products or services for this project. 1 END OF SECTION 00810 1 Supplementary Conditions -00810- Page 11 of 11 N:\3384\038\Design Docs\Specs\supp1cond_00810.doc 4/14/04 1 Notice of Award 1 Dated Project: Owner: Owners Contract No.: 1 Contract: Engineer's Project No.: Bidder: Bidder's Address:(send Certified.Mail,Return Receipt Requested) 1 - • You are notified that your Bid dated, for the.above Contract has been considered. .You are the Successful Bidder and are awarded a Contract for 1 (Indicate total Work,alternates or sections or Work awarded.) 1 The Contract Price of your Contract is Dollars ($ ). 1 (Insert appropriate data if Unit Prices are used. Change language•for Cost-Plus contracts.) copies of each of the proposed Contract Documents (except Drawings)accompany this Notice of Award. sets of the Drawings will be delivered separately or otherwise mace available to you immediately. You must comply with the following conditions precedent within fifteen days of the date you receive this Notice 1 of-Award. 1. Deliver to the Owner[ ]fully executed counterparts of the Contract Documents. 1 . 2. Deliver. with the executed Contract Documents the Contract security [Bonds] as specified in the . Instructions to Bidders (Article 20), [and] General Conditions (Paragraph .2.01- and 5.01) [and Supplementary Conditions (Paragraph SC-2.01).] 1 3. Other conditions precedent: 1 . 1 Failure to comply with these conditions within the time specified will entitle Owner to consider you in default, annul this Notice of Award and declare your Bid security forfeited. Within fifteen days after you comply with the above conditions, Owner will return to you two fully executed 1 counterparts of the Contract Documents. Owner 1 By. Authorized Signature 1 � Title ' Copy to Engineer 1 Notice of Award— Page 1 of 1 N:\3384\038\Design Docs\Specs\notice_award_c-510.doc 11/15/06 1 ' Notice to Proceed Dated Project: Owner: Owner's Contract No.' Contract: Engineer's Project No.: Contractor: *'*Contractor's Address: [send Certified Mail, Return Receipt Requested] You are notified that the Contract Times under the above contract .will commence to run on ' On or before that date, you are to start performing your obligations under the Contract Documents. In accordance with Article 4 of the Agreement, the date of Substantial Completion is_ and the date of readiness for final payment is [(or) the number of ' days to achieve Substantial Completion is and the number of days to achieve readiness for final payment is 1. Before you may start any Work at the Site, Paragraph 2.01.E of the General Conditions provides that ' you,and Owner .must each deliver to the other (with copies to Engineer and other identified additional insureds) certificates of insurance which each is required to purchase and maintain in accordance with the Contract Documents. ' Also, before you may start any Work at the Site, you must[add other requirements]: (Contractor) Owner Received by: Given by: ' Authorized Signature (Title) Title ' (Date) Date Copy to Engineer c ' Notice to Proceed—Page 1 of 1 N:\3384\038\Design Docs\Specs\notice_procd_c-550.doc 11/15/06 Change Order No. Date of Issuance: Effective Date: ' Project: Crooner: Crooners Contract No.: Contract: Date of Contract: ' Contractor: Engineers Project,No.: ' The Contract Documents are modified as follows upon execution of this Change Order: Description: Attachments: (List documents supporting change): ' CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: ❑ Working days ❑ Calendar days ' Substantial complelion(days or date): $ Ready.for final payment(days or date): ' [Increase][Decrease]from previously approved Change [Increase][Decrease] from previously approved Change-Orders Orders No. to No. No. to No. Substantial completion(days): ' $ Ready for final payment(days): Contract Price prior to this Change Order: Contract Times prior to this Change Order: ' Substantial completion(days or date): $ Ready for final payment(days or date): ' [Increase][Decrease]of this Change Order: [Increase][Decrease]of this Change Order: Substantial completion(days or date): $ Ready for final payment(days or date): ' Contract Price incorporating this Change Order: Contract Times with alJ approved Change Orders: Substantial completion(days or date): ' $ Ready for final payment(days or date): RECOMMENDED: ACCEPTED: ACCEPTED: By: By: By: Engineer(Authorized Signature) Owner(Authorized Signature) Contractor(Authorized Signature) ' Date: Date: Date: ' Approved by Funding Agency(if applicable): Date: Change Order— Page 1 of 2 N:\3384\038\Design Docs\Specs\chg_order_c-941.doc 11/15/06 Change Order Instructions A. GENERAL INFORMATION ' This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times. ' Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to ' unnecessary disputes. If Milestones have been listed in-the Agreement, any effect. of a Change. Order thereon should be addressed. ' For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order should be used. ' B. COMPLETING THE CHANGE ORDER FORM Engineer normally initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor, or requests from Owner, or both. Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for ' approval, depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement for a previously performed change. After approval by one contracting party, all copies should be sent to the other party for approval. Engineer should make distribution of executed ' copies after approval by both parties. If a change only applies to price or to times, cross out the part of the tabulation that does not apply. ' 1 Change Order—Page 2 of 2 ' N:\3384\038\Design Docs\Specs\chg_order_c-941.doc 11/15/06 1 Field Order No. Date of Issuance: Effective Date: ' Project: Owner: Owners Contract No.: ' Contract: Date of Contract: Contractor: Engineers Project No.: 1 Attention: You are hereby directed_to promptly execute this Field Order issued in accordance with General Conditions Paragraph,9.05A.,for minor changes in the Work without changes in Contract Price or Contract Times. If you consider that a change in Contract Price or Contract Times is required,please notify the Engineer immediately and before proceeding with this Work. Reference: (Specification Section(s)) (Drawing(s)/Detail(s)) ' Description: r 1 Attachments: Engineer: Receipt Acknowledged by(Contractor): Date: Copy to Owner ' Field Order—Page 1 of i N:\3384\038\Design Docs\Specs\field_order_c-942.doc 11/15/01 1 Ark Change Directive No. Date of Issuance: Effective Date: ' Project: Owner: Owners Contract No.: ' Contract: Date of Contract: Contractor: Engineers Project No.: ' You are directed to proceed promptly with the following change(s): Item No. Description 1 I -- Attachments(list documents supporting change): ' Purpose for Work Change Directive: Authorization for Work described herein to proceed on the basis of Cost of the Work due to: ' ❑ Nonagreement on pricing of proposed change. ❑ Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. ' Estimated change in Contract Price and Contract Times: Contract Price$ (ircrease/decrease) Contract Time (increase/decrease) days If the change involves an increase,the estimated amounts are not to be exceeded without further authorization. ' Recommended for Approval by Engineer: Date Authorized for Owner by: Date Accepted for Contractor by: Date ' Approved by Funding Agency(if applicable): Date: Work Change Directive—Page 1 of 1 N:\3384\038\Design Docs\Specs\wrk_direct_c-940.doc 11/15/06 1 ORDER TO CONTRACTOR TO SUSPEND WORK 1 1 Federal/State Project Number Suspend Work Order No. ' DATE: ' Morrison-Maierle, Inc. Project Number TO: PROJECT AND LOCATION 1 1 OWNER: 1 By reason of 1 1 which renders it impracticable for you to secure specified results on the work required by your contract,you are hereby directed to suspend work(minor operations excepted),at the close of work on 1 You will resume major.operations only when authorized to do so in writing by a Resume Work Order. Under the terms of your contract for the above subject project, Contract Time will (will not)continue 1 to be charged during the period work is suspended. (See General Conditions, Articles 12 and 15 and applicable Supplementary Conditions). calendar days are allowed to complete this project and calendar days have been allowed for approved extra and/or additional work. 1 At the close of work on the date specified above, of the calendardays have been used and there remain calendar days in which to complete the contract. Please sign all five copies in the space provided and return them to this office. One approved copy 1 will be returned for your files. CONTRACTOR OWNER 1 Receipt Acknowledged, Date: BY: 1 BY: TITLE: TITLE: Address for Correspondence: 1 . cc: Morrison-Maierle, Inc. 1 1 Order to Contractor to Suspend Work—Page 1 of 1 N:\3384\038\Design Docs\Specs\suspend_wrk.doc 11/15/06 ORDER TO CONTRACTOR TO RESUME WORK Federal/State Project Number Resume Work Order No. DATE: Morrison-Maierle, Inc. Project Number TO: PROJECT AND LOCATION 1 OWNER: ' The Suspend Work Order, dated directed you to suspend work on your contract, for the reasons and conditions described therein. Conditions are now favorable to the continuation of the work, you are hereby directed to resume major operations on this project effective ' Under the terms of your contract for this project, Contract Time was (was not) charged during the period work was suspended. ' At the close of work on the date specified in the last Suspend Work Order, of the calendar. days Contract Time had been used. calendar days were charged during the period work was suspended, therefore, on the date this resume work order is effective, calendar days of Contract Time remain. tThe (revised)contract completion date is 20 ' Please sign all five copies in the space provided and return them to this office. One approved copy will be returned for your file. ' CONTRACTOR OWNER Receipt Acknowledged, Date: BY: ' BY: TITLE: TITLE: Address for Correspondence: 1 ' cc: Morrison-Maierle, Inc. ' Order to Contractor to Resume Work—Page 1 of 1 N:\3384\038\Design Docs\Specs\resume_wrk.doc 11/15/06 Certificat of Substantial Comp lSon ' Project: Owner: Owners Contract No.: Contract: Date of Contract: ' Contractor: Engineers Project No.: This[tentative][definitive]Certificate of Substantial Completion applies to: ❑ All Work under the Contract Documents: ❑ The following specified portions: Date of Substantial Completion ' The Work to which this Certificate applies has been inspected by authorized representatives of Owner, Contractor and Engineer, and found to be substantially complete. The Date of Substantial Completion of the Project or portion thereof designated above is hereby declared and is also the date of commencement of applicable warranties required by the Contract Documents, except as ' stated below. A [tentative] [revised tentative] [definitive] list of items to be completed or corrected, is attached hereto. This list may not be all- inclusive,and the failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. ' The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as provided in the Contract Documents except as amended as follows: ❑ Amended Responsibilities ❑ Not Amended ' Owner's Amended Responsibilities: Contractor's Amended Responsibilities: t ' The following documents are attached to and made part of this Certificate: ' This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract Documents. Executed by Engineer Date Accepted by Contractor Date ' Accepted by Owner Date ' Certificate of Substantial Completion—Page 1 of 1 N:\3384\038\Design Docs\Specs\cert_sub_comp_c-625.doc 11/15/06 ' APPL TION FOR PAYMENT (Periodic Cost Estimate) Page 1 of 2 pages ' 1. Owner's Name and Address 5.(Insert Fed Proj#) 2. Official Name and Location of Project: 6.Application No. ' 3. Contractor's Name and Address: 7.Period Ending: ' 8.Date Prepared: 9.Percent Complete: ' 10. M-M No. 4. Description of Work 11. Orig.Contract Amount ' 12. Contract Time: 13. Dates 14. No.Days Contractor is ' A. Work to Start: B. Work Started C. Completion Due: D. Est.or Act.Comp: Ahead: In Arrears: 15. Breakdown of Application for Payment ' ITEM Original Proposal Revised Work Performed to Date NO. DESCRIPTION OF WORK QNTY UNIT UNIT AMOUNT QNTY AMOUNT QNTY AMOUNT % ' PRICE ' 16. CONTRACTOR'S Certification:The undersigned CONTRACTOR certifies that:(1)all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment number 1 through_inclusive; (2)title to all Work, materials and equipment ' incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens,claims,security interest and encumbrances(except such as are covered by Bond acceptable to OWNER indemnifying OWNER againstany such lien,claim,security interests or encumbrance)(3)all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective as that term is defined in the Contract Documents;and(4)there are no claims for extra work,delays,omitted items or of any nature against the OWNER or ENGINEER not set forth herein unless expressly stated otherwise in this Application for Payment. ' DATE: CONTRACTOR: ' TITLE: SIGNATURE: 17.Payment of Amount Due CONTRACTOR(Page_)is recommended. ' DATE: ENGINEER:Morrison-Maierle,Inc. TITLE: SIGNATURE: Application for Payment C-620—Page 1 of 2 ' N:\3384\038\Design Docs\Specs\appl_for_payl_c-620.doc 11/22/06 APPLICATION FOR PAYMENT(Periodic Cost Estimate) Page 2 of 2 pages ' (Continuation Sheet) 1. Sponsor's Name Official Name of Project 5.[Insert Fed.Proj.#] ' 15. Breakdown of Application for Payment 6.Application No. ' COMPLETED TO DATE,ORIGINAL CONTRACT ITEMS COMPLETED TO DATE,CHANGE ORDERS ' PLUS MATERIALS ON SITE TOTAL COMPLETED TO DATE , LESS DEDUCTIONS (1)Retained(5%) ' (2)Liquidated Damages (3)Retesting ' TOTAL AMOUNT DEDUCTED TOTAL AMOUNT EARNED TO DATE , LESS PREVIOUS PAYMENTS NET AMOUNT DUE THIS ESTIMATE ' 1%STATE TAX(withheld this estimate) NET AMOUNT DUE CONTRACTOR ' ACCOMPANYING DOCUMENTATION: 1 _ t Application,for Payment C-620—Page 2 of 2 N:\3384\038\Design Docs\Specs\appl_for_payl_c-620.doc ' 11/22/06 1 i �► 1 CONTRACTOR'S CERTIFICATE AND RELEASE FROM: 1 (Name of Contractor) TO: [ Insert Owner's Name and Address] 1 1 REFERENCE CONTRACT NUMBER entered into the day of , 1 20 , between the [Owner's Name] and , (Name of Contractor) 1 of for the purpose of (City) (State) 1 (Type of Operation) 1 within the [limits of the City of (Project Location)]. 1 KNOW ALL MEN BY THESE PRESENTS: 1 1. The undersigned hereby certifies that there is due from and payable by the [Insert Owner's Name] to the Contractor under the Contract and duly approved Change Orders and modifications the balance of 1 2. The undersigned further certifies that in addition to the amount set forth in Paragraph I, there are outstanding and unsettled the following items which he 1 claims are just and due owing by the [Insert Owner' Name]: (a) 1 (b) 1 (c) (d) ' (Itemize claims and amounts due. If none, so state) 1 1 Contractor's Certificate and Release—Page 1 of 3 N:\3384\038\Design Docs\Specs\cert_&_release.doc 11/15/06 3. The undersigned further certifies that all work required under this Contract including work required under Change Orders numbered: , and , has , been performed in accordance with the terms thereof, and that there are no unpaid claims for materials, supplies or equipment and no claims of laborers or mechanics , for unpaid wages arising out of the performance of this Contract, and that the wage rates paid by the Contractor and all Subcontractors were in conformity with the Contract provisions relating to said wage rates. ' 4. Except for the amounts stated under Paragraphs I and II hereof, the undersigned has received from the [Insert Owner's Name] all sums of money payable to the ' undersigned under or pursuant to the above-mentioned Contract or any modification or change thereof. 5. That in consideration of the payment of the amount stated in Paragraph I hereof the t undersigned does hereby release the[Insert Owner's Name]from any and all claims .arising under or by virtue of this Contract, except the amount listed in Paragraph II ' hereof, provided, however, that if for any reason the [Insert Owner's Name]does not pay in full the amount stated in Paragraph I hereof, said deduction shall be automatically included under Paragraph II as an amount which the Contractor has ' not released but will release the [Insert Owner's Name] from any and all claims of any nature whatsoever arising out of said Contract or modification thereof, and will execute such further releases or assurances as the [Insert Owner's Name] may ' request. Further, in consideration of the payment of the amount stated in Paragraph I hereof, the undersigned agrees to hold the [Insert Owner's Name] harmless from any and all costs, liability or expense of any kind in any way arising , out of the contract referenced herein, or any subcontracts awarded pursuant thereto. IN WITNESS WHEREOF, the undersigned has signed and sealed this instrument this ' day of , 20_. ' (Contractor) ' (Signature) ' (Title) ' being first duly sworn on oath, deposes and ' says, first, that he is the of the ' (Title) (Name of Company) Contractor's Certificate and Release—Page 2 of 3 ' N:\3384\038\Design Docs\Specs\cert_&_release.doc 11/15/06 1 • second, that he has read the foregoing certificate by him subscribed as ' (Title) of the (Name of.Company) ' Affiant further states that the matters and things stated therein are, to the best of his knowledge and belief, true. ' (Signature) Subscribed and sworn to before me this , day of , 20 1 My commission expires (Notary) 1 ' Contractor's Certificate and Release—Page 3 of 3 N:\3384\038\Design Docs\Specs\cert_&_release.doc 11/15/06 SECTION 00910 ' DIVISION 1 SPECIAL PROVISIONS ' PART1 GENERAL ' 1.01 GENERAL The following Special Provisions are hereby made a part of this contract and shall ' supplement and/or supersede any articles of these specifications in conflict therewith. Any subsequent addenda issued after these specifications have been prepared shall supplement and/or supersede any articles of these specifications. ' 1.04 SPECIFIC INFORMATION OF PROJECT WORK SITES ' A. General - All Areas. 1 . The inclusion of these special considerations is intended to be of assistance to the Contractor and does not preclude the presence of ' non-listed items. B. Wetland Sod Mat 1. Wetland Sod shall be removed in clumps or strips at the discretion of ' the Engineer or Wetland Specialist for the project. The soil-root mass shall be kept intact during removal, stockpile, and placement. Stockpile sod mats in locations designated on the grading plans. ' Placement of sod mats shall occur in locations indicated on the plans. C. Site Grading Improvements 1. The site shall be graded as illustrated on the site grading plans for the ' project. Topsoil shall be stripped from the site to a depth not less than four inches (4") or the full depth encountered and stockpiled onsite. The site grading work shall include excavation of overburden and embankment (site grading) utilizing soil material excavated. Topsoil and overburden soil material shall be stockpiled separately in ' locations designated by the Engineer. ' N:\3384\038\Design Docs\Specs\Sec00910.doc 00910 - 1 SECTION 00910 DIVISION 1 SPECIAL PROVISIONS ' Uniformly grade areas to a smooth surface,free from irregular surface ' changes. Grade to elevations indicated on the grading and plan. General earthwork tolerances for the site shall be +/- 0.5 feet. ' The entire finished site shall have a minimum of 9 inches of topsoil over it. ' PART 2 PRODUCTS Mot Used. ' PART 3 EXECUTION ' Mot Used. END OF SECTION ' 1 � 1 1 • 1 NA3384\0380esign Docs\Specs\SeC00910.doc 009 1 0 - 2 ' 1 SECTION 01010 ' DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK ' PARTI GENERAL 1.01 SECTION INCLUDES: A. Work Covered by Contract/Groundwater Considerations._ ' B. Salvageable and Non-salvageable Items. ' C. OSHA Regulations. D. Contaminated Materials. E. Underground/Aboveground Facilities ' F. Miscellaneous Surface Improvements, Public Services 1.02 WORK COVERED BY CONTRACT/GROUNDWATER CONSIDERATIONS. ' A. Work Covered by Contract. ' The work under this Contract consists of site grading for Valley West Subdivision in the City of Bozeman. Montana. The work generally consists of wetland sod mat removal, stockpile and placement as well as general site ' grading. The work is scheduled to be constructed and completed during the months of February and March of 2007. The work is presented in two ' schedules as follows: 1. Schedule .1 — Site Grading,related items ' This work consists of wetland sod mat removal_, stockpile and placement as well as general site grading. ' 2. Schedule II — Miscellaneous Items ' The work under this schedule will consist of items common to the overall project. B. Groundwater Considerations The Contractor is advised that groundwater may be present in the project site. The Contractor is responsible for providing dewatering equipment and methods as necessary for this project. NA3384\0380esign Docs\Specs\SEC01010.doc 01010 - 1 • • 1 SECTION 01010 DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK , The Contractor shall obtain all necessary permits for the discharge of ' wastewater. At a minimum, this will require that the Contractor obtain the following permits from the MDHES Water Quality Bureau office in Helena. ' 1. General Discharge permit for Storm Water Associated with Construction Activity. ' In order to satisfy the time requirement for the application before this permit will be issued by the State, the Owner and Contractor have ' made application to procure the permit prior to the start of the work. The Contractor shall conduct his work to be in compliance with the requirements of the permits. This shall be incidental to the work. ' 2. Construction Dewatering - General Discharge Permit This permit shall be required should the Contractor choose to discharge groundwater directly from the site to area surface waters. The requirements of this item for the activities of construction dewatering are ' to be distinguished as being separate from the requirements necessary when there is an encounter of chemical or hydrocarbon contaminants in the ' groundwater. Refer to other Sections for the requirements of this condition. The Contractor shall accomplish the dewatering discharge by one of the two ' following methods: a) Re-injections of the discharge into the area from which the dewatering came. This must be done in a manner that prevents a change in the groundwater conditions of the area. No treatment of the , discharge water is required; or, b) Discharge to surface or underground stormwater drainage systems. This must be done by reducing the discharge to a level of turbidity (NTU) that will not exceed the levels required in the ' state permit. The Contractor shall provide settling ponds, filters, or other means necessary to meet these requirements. In all cases, the dewatering must be "local" and "short term" to prevent a change in the conditions of the ' groundwater of the project area. A copy of the Contractor's discharge permit shall be provided to the Engineer before work begins. , All costs of dewatering, including the procurement of the permits required, measures to handle the discharge, testing, and all related work of cleanup, restoration, etc. shall be incidental to the work: The Contractor shall be responsible for contacting the Water Quality Bureau to verify the discharge limitations and other costs associated with the permit, for bidding purposes. N:\3384\038\Design Docs\Specs\SEC01010.doc 01010 - 2 , SECTION 01010 ' DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK ' 1.03 SALVAGEABLE AND NON-SALVAGEABLE ITEMS Any items determined to be salvageable during the progress of the work shall be removed by the Contractor from the existing system underthe work of this Contract. These items shall remain the property of the Owner and shall be delivered by the Contractor to a site of the Owner's choosing within the property limits of said Owner. ' Should the Owner choose not to accept any salvageable items,then the Contractor shall dispose of those items at an approved site or landfill. ' Any non-salvageable items exposed during the work shall be removed from the site and disposed of at an approved site or landfill.. All materials removed from the site as a result of the work shall be removed from the site and disposed of at an ' approved land fill. All waste asphalt materials, concrete materials, and other products shall be disposed of at.disposal sites that are in compliance with all current Owner, County, State and Federal Regulations. ' Any Contractor's costs associated with any of the above work shall be considered incidental to the work. ' 1.04 OSHA REGULATIONS ' A. General: The Contractor will be required to comply with the Amendment to the Occupational Safety and Health Administration Construction Standards for Excavations, 29-CFR Part 1926, Subpart P, printed Tuesday October 31, ' 1989 and effective January 2, 1990. Any conflicting information between the OSHA document and these Contract ' Documents shall be revised so that the OSHA document requirements supersede and take precedence over all other conflicting information. The Contractor shall be required to obtain copies of the OSHA document and to ' complete his review of the same to. avoid misinterpretation .of their regulations. ' If there are any discrepancies between any Geotechnical Reports, Document 00200 and other sections of these Contract Documents,the other sections of ' these Contract Documents shall supersede Section 00200. B. Hazardous Atmospheres: The Contractor shall prevent employee exposure ' to potentially harmful levels of atmospheric contaminants and assure acceptable atmospheric conditions by complying with the requirements of 29 CFR, Part 1926, Subpart P. Monitoring equipment shall be supplied as a requirement of this project. ' NA3384\0380esign Docs\Specs\SEC01010.doc 01010 - 3 SECTION 01010 DIVISION 1 — GENERAL REQUIREMENTS- SUMMARY OF WORK ' 1.05 CONTAMINATED MATERIALS ' A. General: If contaminants are encountered, the Contractor shall provide notice to the'Engineer, the Owner, and the Montana Department of Health ' and Environmental Sciences (MDHES). B. Procedures at Contaminated Soil Sites: When contaminants are ' encountered during the project(such as hazardous substances or wastes), 'the situation will be.addressed by the Owner at the time of discovery. C. Dewatering Activities: , For areas where it is determined that the work will be in contaminated ' groundwater(containing hazardous materials),the dewatering procedure and progress of the work shall. be addressed by the Owner at the time of discovery. ' 1 .06 UNDERGROUND/ABOVEGROUND FACILITIES Gas, Power, Telephone, etc., Municipal, and Private Utilities - Responsibility of ' p P Contractor: ' All references and terminology-in this Project Manual or Contract Documents to Buried or Underground Utilities shall be revised to Underground Facilities. ' Section 02221; Part 3.1.13.1, MPWSS, 5th Edition, shall be clarified to read that there are no underground or aboveground facilities for this project that will be required to be moved unless specifically noted as such on the�plans, or elsewhere ' in these specifications. The Contractor shall therefore reflect in his bid prices the restrictive work conditions of crossings, parallel facilities, or clearances to leave those facilities intact in their original position and condition. ' No aboveground facilities are shown on these plan sheets except for what may be ' discernible from the aerial photographs. These aboveground facilities shall be identified or verified by field examination by the Contractor and it shall be his responsibility to be cognizant of these aboveground facilities for both location and clearance. , Section 02114 of the MPWSS, 5th Edition shall be revised to require that the ' Contractor request from the private utility companies any relocation work that the Contractor believes is necessary to protect the facility in question. Unless the facility is specifically noted for relocation on the plans and a bid item is identified for ' that work, the Contractor shall pay the utility company his cost for the relocating N:\3384\038\Design Docs\Specs\SEC01010.doc 01 01 0 - 4 ' SECTION 01010 ' DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK work, which shall be considered incidental to this Contract. Any expense incurred by the Contractor as a result of conflict with aboveground ' facilities shall be reflected in the Contractor's bid.as incidental work. The Contractor shall be responsible for requesting to the City of Bozeman and to ' the owner of all public and private facilities, as to the location of such facilities, i.e. water service lines, valve boxes, sanitary sewer services, gas lines, underground telephone lines, etc. The Contractor shall be solely-responsible for any damage ' done to such facilities due to failure to locate them or to properly protect them when their location is known. It shall be solely the responsibility of the Contractor to fully coordinate his work with the companies and to keep them informed of his ' construction activities so that these vital facilities are fully protected and remain operational at all times. ' A Montana-One Call System has been set up to facilitate requests or underground facility locate information. The Contractor is cautioned that all utilities are not on this system. The One Call System requires a minimum of 48 hours notification. ' Other utilities not on this system vary in the amount of notification required. The Contractor is advised to contact all utilities . to determine their individual requirements. . ' A list of representatives to contact for information regarding facilities is as follows: P 9 9 t Montana-One Call System Dispatcher 1-800-424-5555 Northwestern Energy 1-800-424-5555 QWest (including Fiber Optics) 1-800-424-5555 ' Bresnan Communications 1-800-424-5555 City of Bozeman 1-800-424-5555 ' Compensation for time, labor and materials and expenses for each underground facility crossing is provided for in the BID FORM under a specific bid item for Underground Facility Crossings. ' It shall be the responsibility of the Contractor to protect all existing facilities and to complete backfill restoration around any exposed or disturbed facilities with ' materials and methods acceptable to the Owner or party responsible for the facility. Any specified sand or select backfill materials or hand compaction methods shall be included in the facility crossing items. ' An note on the Ian sheets that explains that "exact vertical location of the buried Y P P utility is unknown" shall be understood that probable extra care shall be needed for ' these crossings for location in the field. The costs for this work shall be taken into ' N:\3384\038\Design Docs\Specs\SEC01010.doc 01010 - 5 SECTION 01010 DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK ' account by the Bidder and shall be considered incidental to the Underground ' Crossings Bid Item. Exploration shall not be paid for any of these utilities identified in the above manner. 1.07 MISCELLANEOUS SURFACE IMPROVEMENTS, PUBLIC SERVICES ' A. Water Valve Boxes and Sanitary Sewer Manholes. Water, storm drain, and ' sanitary sewer lines shown on plans have been located as accurately as possible, but it shall be the responsibility of the Contractor to verify them during construction. ' Prior to the beginning of grading operations and upon request by the Contractor, all known valves and manholes will be located and marked in the , field by the City of Bozeman. Once the Contractor has been shown their exact location, he shall be wholly responsible for these valves and manholes through all phases of construction including keeping them adjusted down out ' of the way of traffic and in working order at all times so that the City of Bozeman can use them during construction should the need arise. The Contractor shall exercise-adequate care of these manholes and valves, so ' that they do not become filled with dirt or become broken. Should any valve or manhole not shown on the plans or not located in the ' field by the City of Bozeman be encountered during grading operations, the Contractor shall promptly notify the City of Bozeman of the existence of such a valve or manhole. It shall be the responsibility of the Contractor to exercise ' adequate-care of these manholes and valves so they do not become filled with dirt or become broken. , B. Mailboxes, Sign Posts. All existing mailboxes, sign posts, and signs determined to be in the path of the work zone shall be temporarily removed ' and later replaced in their previous location by the Contractor. The conditions of Section 02114 shall apply to this section with the exception that there shall be no separate measurement and payment for this item. The ' measurement and payment shall be considered as incidental to the cost of the work. The Contractor shall temporarily relocate all mailboxes for access by the U.S. Post Office in accordance with their requirements, and shall ' make all arrangements for coordinating the temporary mail service with the Postal Service and the property owners. C. Private Fences, Driveways, and Other Surface Improvements. The ' .Contractor shall identify all private fences, driveways, and other surface improvements that are determined to be in the right-of-way zone that will be ' N:\3384\038\Design Docs\Specs\SEC01010.doc 01 01 0 - 6 ' SECTION 01010 ' DIVISION 1 — GENERAL REQUIREMENTS SUMMARY OF WORK ' in the way of his operations. For those improvements not specifically noted to require the Contractor to relocate, and upon receipt of the Contractor's written request, the Engineer shall give notice to the Owner who in turn shall ' give notice to the property owner for removal of the item in question. A Minimum.of two weeks time shall precede the Contractor's need to enter the zone in question in order to allow time for the work. ' The exception to the preceding paragraph shall be for those areas P p 9 specifically noted on the plans where the Contractor shall have to work ' around any improvements that are known to be constructed in the public right-of-way. All work of this Section shall be considered incidental to the work and no separate measurement and payment shall be made. ' D. For any work areas near overhead power lines, the Contractor shall comply with all safety regulations. ' All poles that may have excavation work beside it should'be secured during the excavation process. All work associated with securing of utility poles shall be considered incidental to work and no separate measurement and ' payment shall be made. The Contractor should recognize the dangers that exist when working in the proximity of the lines. OSHA also requires supplemental protection or de-energization of power lines when working within 10 feet of them. 1 PART PRODUCTS 1 \\ Not Used. ' PART 3 EXECUTION ' \\ Not Used. END OF SECTION 1 ' NA3384\0380esign Docs\Specs\SEC01010.doc 01010 - 7 1 SECTION 01019 DIVISION 1 — GENERAL REQUIREMENTS CONTRACT CONSIDERATIONS ' PART GENERAL 1.01 SECTION INCLUDES A. Cash'Al Iowa nces B. Schedule of Values ' C. Work Sequence Schedule Restrictions/Time/Liquidated Damages D. Adverse Weather Shutdown ' 1.02 RELATED SECTIONS A. Document 00500 -.Agreement Form. ' B. Section 01035 - Change Order Procedures. C. Section 01300 -Submittals. D. Section 01600 - Material and Equipment. 1.03 CASH ALLOWANCES ' - A. None. . 1.04 WORK SEQUENCE SCHEDULE RESTRICTIONS/TIME/LIQUIDATED DAMAGES A. General: The Contractor shall complete his work within.the time stated in the BID FORM after the Notice to Proceed is issued. Scheduling restrictions are ' identified in the Special Provisions. All.references to "Days" shall be clarified to be Calendar Days. B. Work Sequence and Schedule Restrictions: Refer to Special Provisions ' Section 00910, for details of specific requirements of work sequence and scheduling restrictions. C. Time: The contract time provided for the construction completion of this project is based on the Contractor working 5 days a week, 8 hours per day (40 hours per week maximum). Should the Contractor or his subcontractor ' desire to work more than 8 hours per day, or on the designated off days, then pre-approval to do so must- be requested from the Engineer and the Owner. Neither the Engineer or the Owner shall be under any obligation of ' approval of the requested extra work, and both parties must approve the request before the extended work hours beyond 8 hours per day or 40 hours per week will be permitted. For work weeks that are less than 5 days as a.result of Holidays or weather delays, or should Contractor desire to work on a schedule other than five 8 N:13384\038\Design Docs\Specs\Sec01019.doc 01019 - 1 1 SECTION 01019 DIVISION 1 — GENERAL REQUIREMENTS CONTRACT CONSIDERATIONS ' hour days, an adjustment may be allowed, if requested by the Contractor and 1 approved by Owner and Engineer, to work up to 10 hours per day maximum for up to a 40 hour week. All work shift times of the Prime Contractor and his subcontractors shall coincide with each other to prevent extending the total hours of.work in a single day. ' To recognize noise level concerns in these project areas,the shift shall begin no earlier than 7:00 a.m..nor end no later than 7:00 p.m., unless.emergency ' conditions exist. The designated off days shall be all weekends and the following national , holiday: February 19, 2007 ' D. Liquidated Damages: 40 Hour Work Week. The provisions of this contract provides 40 hours per 1 week for Contractor and his subcontractors to complete their work. Any work in excess of 40 hours is a violation of these contract- documents, unless written approval is provided by both the Owner and Engineer allowing such overtime work. The basis for approval of overtime work will be: 1) the impact such overtime work will have on the public community, 2)the impact 1 such overtime work will have on the project schedule, and 3)the extra costs to the Owner that result from such overtime work. Costs to the Owner that will be considered are direct expenses, overtime 1 o p , labor costs incurred by the Owner for maintaining staff onsite (if necessary), and expenses incurred by the Owner for additional manpower by the ' .Engineer. Work in excess of 40 hours per week, without the approval of both the Owner ' and Engineer, will result in a liquidated damage costs charged to the Contractor. The extra engineering cost associated with this work shall be in accordance with the rates provided in Section 00300 - Bid Form. These costs shall be limited to the actual additional engineering costs incurred by the Owner. Should the Contractor complete the work in a period of time , such that no additional engineering costs are incurred by the Owner for the overall project, the Contractor will not be assessed for the overtime hours worked. In this case, the withholdings will be refunded. ' N:\338410381Design Docs\Specs\Sec01019.doc 01019 - 2 SECTION 01019 ' DIVISION 1 — GENERAL.REQUIREMENTS CONTRACT CONSIDERATIONS ' 1.06 ADVERSE WEATHER SHUTDOWN The Contractor is advised that should he request an adverse weather shut down and should such a shut down be approved by the Engineer,.all work on the project shall cease. The Engineer will not be available for'work inspection during such shut downs and any work completed by the ' Contractor during such a shut down will not be accepted by the Engineer. In no case will an adverse weather shut down be approved by the Engineer ' when construction work is only partially completed, unless - otherwise approved by the Engineer. Where the Engineer decides it is necessary, the Contractor shall restore all utility services to users in the construction area, ' and open up traffic access in the construction area. The Contractor shall also provide periodic road maintenance during this shut ' down period. Materials for this maintenance shall be consistent with the conditions of the roadway. Paved streets shall be maintained with cold mix, and gravel streets shall be maintained with gravel, each of thicknesses ' satisfactory.to carry the traffic without development of surface irregularities. Any costs related to. the road maintenance of the above will be the responsibility of the Contractor. All other costs of the road restoration ' requirements shall be paid on a change order basis. The Owner shall reserve the right to order a seasonal shutdown if the work ' cannot be performed in a manner to comply with the specifications, as a result of.seasonal weather, or if there are reasonable expectations that public services will be adversely affected if a shutdown is not ordered. A typical ' seasonal shutdown would occur from November 1.thru April 1 on projects involving water mains and large volume paving. This condition is considered ' typical for construction projects of this region, and no claim for project delays shall be made by the Contractor in the event of a seasonal shutdown. ' PART 2 PRODUCTS Not used PART 3 EXECUTION ' Not used END OF SECTION 01019 NA3384\038\Design Docs\Specs\Sec01019.doc 01019 - 3 1 • i SECTION 01025 1 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT 1 PART GENERAL 1 1.01 SECTION INCLUDES A. General. 1 B. Site Grading Related Items. C. Miscellaneous Items. 1 1.02 GENERAL For the purposes of this Contract, this Measurement,and Payment section shall 1 govern and take precedence over all other references to Measurement and Payment(with exception to the Special Provisions and any Addenda) referenced in -the Project Manual. Major Contract items are defined herein. Items not shown as 1 Major Contract items in this section will be defined as Minor Contract items. 1 The separation of some Bid Item groups and the changes in series numbers in some cases are only for the Owner's use and are not intended to reflect a change in the Scope of Work. 1 1.03 SITE GRADING RELATED ITEMS 1 A. Excavation (Site Grading): Includes the following Bid Items: 101 1 Measured and paid at the unit price for all materials, tools, labor and equipment necessary to complete the item and all incidental work related ' thereto. Work shall include clearing and grubbing as described in Section 02230 of all areas of grading, excavation, or embankment; as well as excavation of overburden and embankment (site grading) utilizing the 1 material excavated. Topsoil and overburden shall be removed to full depth and stockpiled in separate locations onsite. Measurement will be by the cubic yard as excavated. This item is based on site grading utilizing only soil 1 material generated by the work defined in this project. Responsibilities considered incidental to this item include, but are not limited to, removal and disposal of fencing, groundwater wells, stock tanks and irrigation lines. 1 B. Topsoil Placement: Includes the following Bid Items: 1 102 1 NA3384%0380esign DocMSpecMSEC01025.doc 01025 - 1 SECTION 01025 DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT ' Measured and paid at the unit price for all materials, tools, labor and ' equipment necessary to complete the item and all incidental work related thereto. Work shall include placement of a portion of topsoil stockpiled onsite during the excavation activities provided under Bid Item 101 . Topsoil ' shall be placed to a minimum depth of nine inches (9"). C. Wetland Sod Mat Removal and Stockpile: Includes the following Bid Items: ' 103 Measured and paid at the unit price for all materials, tools, labor and ' equipment necessary to complete the item and all incidental work related thereto. Work shall include removal of sod mats to a minimum depth of 8 ' inches and stockpile of sod mats to within '/z mile of removal areas. D. Wetland Sod Mat Placement: Includes the following Bid Items: ' 104 Measured and paid at the unit price for all materials, tools, labor and equipment necessary to complete the item and all incidental work related ' thereto. Work shall include placement of sod mats stockpiled during removal and stockpile activities provided under Bid item 104. 1.04 MISCELLANEOUS.ITEMS ' F. Furnish, Erect, and Maintain Erosion Control (Silt Fence): Includes the ' following.Bid Items: 201 ' Measured and paid by lump sum for all materials, tools, labor and equipment ' necessary to complete the item and all incidental work related thereto. Work shall include installation of silt fence and compliance with the applicable Best Management Practices (BMP's) as described in the current edition of the ' "Montana Sediment And Erosion Control Manual' and as required in the MDEQ application for Stormwater Discharge Permit for Construction Activities. , G. Mobilization/Demobilization: Includes the following Bid Items: 202 ' N:\3384\038\Design Docs\Specs\SEC01025.doc 01025 - 2 ' i SECTION 01025 ' DIVISION 1 — GENERAL REQUIREMENTS MEASUREMENT AND PAYMENT. ' with the-following To be�measured.and paid by Lump Sum in accordance i schedule: ' Fifty percent (50%)to be paid on the 1 st progress estimate when mobilizing to begin construction of a schedule and, fifty percent (50%) to be paid ' following substantial completion and acceptance of the work of that schedule. ' H. Taxes, Bonds, and Insurance: Includes the following Bid Items: 203 To be measured and paid by Lump Sum as follows: To be paid on the 1st progress estimate one-hundred percent(100%)upon mobilization to begin construction of a particular schedule, only if the bid price for this item is less than five percent (5%) of the total price of that ' schedule. For that portion of the taxes, bonds and insurance greater than five percent (5%), if any, payment shall'be-made in increments on the basis of the percentage of work completed of each progress estimate for that ' schedule. PART 2 PRODUCTS Not Used 1 PART 3 EXECUTION Not Used END OF SECTION 1 ' WM84\038\Design Docs\Specs\SEC01025.doc 01025 - 3 SECTION 01027 DIVISION 1 — GENERAL REQUIREMENTS APPLICATIONS FOR PAYMENT ' PART GENERAL 1.01 SECTION INCLUDES A. Format ' B. Preparation of Applications C. Submittal Procedures D. Final Payment Application E. Substantiating Data 1.02 RELATED SECTIONS A. Section 01025 - Measurement and Payment. B. Document 01035 - Change Order Procedures: Procedures for Changes to the Work. C. Section 01300 - Submittals: Submittal Procedures. D. Section 01700 - Contract Closeout: Final Payment. ' 1.03 FORMAT ' A. Use the Periodic Estimate Form supplied in either this Project Manual or approved by the Engineer including continuation sheets when required. 1 B. For each item, provide: Amount completed to date for individual items. For materials on hand provide item description, relation of material to individual bid item, dollar value of material stored and dollar value of material in place. The amount allowed for material stored shall not exceed the value of material remaining to be installed less the value of installation. ' C. Change order items shall not be included in requests for payment until approved by Owner and Engineer. Payment requests for change order items ' shall be made on Engineer supplied forms similar to payment requests for original work items. 1 .04 PREPARATION OF APPLICATIONS A. Present required information for preparation of progress payments in either typewritten or legibly handwritten form. ' 01027 - 1 SECTION 01027 DIVISION 1 — GENERAL REQUIREMENTS APPLICATIONS FOR PAYMENT ' B. Review all requests for payment with Resident Project Representative(RPR). ' Obtain concurrence of quantities with RPR prior to submitting request for payment to Engineer. C. Upon receipt of processed pay request from Engineer, execute pay request, ' claim forms (if any) and certification by signature of authorized officer. D. List each authorized Change Order on individual change order request form ' g 9 q provided by Engineer. 1.05 SUBMITTAL PROCEDURES A. Submit one copy of each Application for Payment to Engineer. ' B. Submit an updated construction schedule with each Application for Payment. C. Submit paid invoices for material in storage obtained from vendors or ' suppliers after initial payment for said invoices has been made under , previous progress payment. Payment for materials on hand will be made upon presentation of the initial ' invoice. No further payment will be made to Contractor for work or materials on hand until such time that proof of payment to producers or suppliers has been made in proportion to payments made to contractor. "Paid" invoices ' will be submitted by Contractor to substantiate payment to producers or suppliers. D. Payment Period: Submit at intervals stipulated in the Agreement. Contractor should expect a minimum of 30 or 45 days delay from the time ' Owner processes a request for payment and the time Contractor receives payment. No allowance or interest will be paid to Contractor for delay in payment due to the flow of funds. ' E. Submit request for payment under transmittal letter specified in Section 01300. , 1.06 FINAL PAYMENT APPLICATION A. Supply lien waivers from prime contractor and major suppliers and ' subcontractors, and submit Consent of Surety Company to Final Payment. Provide on forms immediately following. 01027 - 2 SECTION 01027 DIVISION 1 — GENERAL REQUIREMENTS APPLICATIONS FOR PAYMENT ' B. Submit all documents including operation/maintenance data, record drawings, and warranty data as specified in Section 01700. 1.07 SUBSTANTIATING DATA A. When Engineer. requires substantiating information, submit data justifying ' dollar amounts in question. B. Provide one copy of data with cover letter for each copy of submittal. Show Application number and date, and line item by number and description. ' PART PRODUCTS Not Used PART 3 EXECUTION Not Used ' END OF SECTION 01027 1 1 ' 01027 - 3 ,. LIEN WAIVER FOR PRIME CONTRACTOR ' Section 01027- Part A ' THE UNDERSIGNED HEREBY ACKNOWLEDGES PAYMENT IN FULL FOR ALL LABOR, SERVICES, MACHINERY,TOOLS AND MATERIALS FURNISHED.IN CONNECTION WITH THE ' CONSTRUCTION OF ' (Project) AT (Location) FOR ' (Owner) THRU THIS DAY OF , 20 AND DOES HEREBY RELEASE THE OWNER AND THE PROPERTY FROM ALL CLAIMS ' WHATSOEVER FOR SUCH LABOR, SERVICES, MACHINERY, TOOLS, AND MATERIALS ' FURNISHED AND WAIVES ALL. LIEN RIGHTS THERETO. ' PRIME CONTRACTOR ' SIGNATURE ' TITLE ' DATE ATTEST: ' (Seal) 1 LIEN WAIVER FOR SUBCONTRACTOR/SUPPLIER ' Section 01027 - Part B THE UNDERSIGNED HEREBY ACKNOWLEDGES PAYMENT IN FULL FOR ALL LABOR, SERVICES, MACHINERY,TOOLS AND MATERIALS FURNISHED IN CONNECTION WITH THE CONSTRUCTION OF (Project) AT , (Location) FOR (Owner) THRU THIS DAY OF , 20 ' AND DOES HEREBY RELEASE THE OWNER AND THE PROPERTY FROM ALL CLAIMS t WHATSOEVER FOR SUCH LABOR, SERVICES, MACHINERY, TOOLS, AND MATERIALS ' FURNISHED AND WAIVES ALL LIEN RIGHTS THERETO. SUBCONTRACTOR/SUPPLIER ' SIGNATURE , TITLE DATE ATTEST: ' (Seal) 1 1 ' CONSENT Or OWNER ❑ SURETY COMPANY ARCHITECT 0- TO FINAL PAYMENT CONTRACTOR ❑ ' AIA DOCUMENT G707 SURETY ❑ OTHER ' PROJECT: (name, address) TO (Owner) =1RCHITECT'S PROJECT NO: CONTRACT FOR: ' L J CONTRACT DATE: CONTRACTOR: 1 ' In accordance with the provisions of the Contract between the Owner and the Contractor as maicaled above, the (here insert name and address of Suretv Company) SURETY COMPANY:. on bond of(here insert name and address of Contractor) CONTRACTOR; ' hereby approves of the final payment to the Contractor, and aerees that fmai payment to the Contractor Shall not relieve the Surety Co=anv Of any of its obligations to (here insert name and address of Owner') OWNER, ' as set forth in the said Surety Company's bond. ' IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of 20 ' Surety Company. ' Signature of?.uthorized Representative Attest: (Seal): Title NOTE: This form is to be used as a companion document to AIA DOCUMENT G706,CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS,Current Edition ' AIA DOCUMENT G707 CONSENT OF SURETY COMPANY TO FINAL PAYMENT APRIL 1970 EDITION AlA® ONE PAGE 01970 THE AMERICAN INSTITUTE OF ARCHITECTS.1725 NEW YORK AVE.,W.WASHINGTON,D.C.20006 SECTION 01035 ' DIVISION 1 — GENERAL REQUIREMENTS CHANGE ORDER PROCEDURES PART1 GENERAL ' 1.01 SECTION INCLUDES A.. Submittals. B. Documentation Necessary for Change in Contract Price and Contract Time. C. Change in Work Procedures.- D. Work Directive Change. E. Stipulated Sum Change Order. F. Unit Price Change Order. ' G. Time and Material Change Order. H. Execution of Change Orders. I. Correlation of Contractor Submittals. ' 1.02 RELATED SECTIONS ' A. Agreement Forms: Monetary values of established Unit Prices and percentage allowances for Contractor's overhead and profit. 1 . B. Section 01025 - Measurement and Payment ' C. Section 01027 - Applications for Payment: Payment applications. D. Section 01300 - Submittals. ' E. Section 01600 - Material and Equipment: Product options and substitutions. ' F. Section 01700 - Contract Closeout: Lien Releases and Project Record Documents. 1.03 SUBMITTALS A. Submit name of the individual authorized.to receive change documents, and ' be- responsible for informing others in Contractor's employment or Subcontractors of changes to the Work. ' B. Change Order Form: Engineer Supplied Change Order Form. 1.04 DOCUMENTATION NECESSARY FOR CHANGE IN CONTRACT PRICE AND ' CONTRACT TIME A. Maintain detailed records of work done on a time and material basis. ' Provide full information required for evaluation of-proposed changes, and to substantiate costs of changes in the Work. 01035 - 1 1 SECTION 01035 DIVISION 1 — GENERAL REQUIREMENTS CHANGE ORDER PROCEDURES ' B. Document each quotation for a change in cost or time with sufficient data to ' allow evaluation of the quotation. C. On-request,. provide additional data to support computations: ' 1. Quantities of products, labor, and equipment. 2. Taxes, insurance and bonds. ' 3. Overhead and profit. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. t D. Support each claim for additional costs, and for work done on a time and material basis, with additional information: ' 1 . Origin and date of claim. 2. Dates and times work was performed, and by whom. ' 3. Time records and wage rates paid. 4. Invoices and receipts for products, equipment, and subcontracts, similarly documented: ' 1.05 CHANGE IN WORK-PROCEDURES r will vise of minor changes in the Work not involving an ' A. The Engineer ad g g adjustment to Contract Sum/Price or Contract Time as authorized.by General ' Conditions Paragraph 9.5 by issuing supplemental instructions on a field memorandum. B. The Engineer may issue a Proposal Request or a Notice of Change which ' includes a detailed description of a proposed change with supplementary or revised drawings and specifications, and a-change in Contract Time for executing the change with a stipulation on any overtime work required. ' Contractor will prepare and submit an estimate within 2 days. C. The Contractor may propose a change by submitting a request for change to ' the Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the. ' Contract Price and Contract Time with full documentation. Document any requested substitutions in accordance-with Section 01600. D. Contractor will not proceed with change order work, except work authorized ' .by a Work Directive Change (para. 1.06) until such time as Owner has approved the change order. ' 01035 - 2 ' SECTION 01035 ' DIVISION 1 — GENERAL REQUIREMENTS CHANGE ORDER PROCEDURES 1.06 WORK DIRECTIVE CHANGE A. When the Engineer issues a Work Directive Change, signed by the Owner, it shall instruct the Contractor to proceed with a change in the Work, for ' subsequent inclusion in a Change Order. B. The document will describe changes in the Work, estimated cost, and will ' designate method of determining any change in Contract Sum/Price or Contract Time. ' C. Contractor shall promptly execute the Change in Work. 1.07 STIPULATED SUM CHANGE ORDER ' A. Based on a Proposal Request or the issuance of a Work Directive Change at the Contractor's maximum price quotation, or; ' B. Based on Contractor's request for a Change Order as approved by Engineer. ' 1.08 UNIT PRICE CHANGE ORDER A. When based on predetermined unit prices and quantities, the Change Order ' will be executed in accordance with the fixed unit prices defined in the Agreement. ' B. When based on unit costs or quantities of units of work which are not predetermined, the Change Order Work will be executed under a Work Directive Change. 1 C. Changes in Contract Price and Contract Time will be computed as specified ' under Time and Material Change Orders. 1.09 TIME AND MATERIAL CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. ' B. Engineer will determine the change allowable in Contract Price and Contract Time as provided in the Contract Documents. ' C. Maintain detailed records of work done on Time and Material basis. ' D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. 01035 - 3 SECTION 01035 DIVISION 1 — GENERAL REQUIREMENTS CHANGE ORDER PROCEDURES ' E. Change orders will be paid according to the General Conditions, except the ' overhead and profit allowance shall apply only to labor and materials. F. Equipment charges shall be figured on the monthly rates of"The DataQuest Rental Rate Blue Book", latest edition, divided by 176 to figure the hourly rate, with no overhead and profit allowance allowed. G. No additional or deduction of costs will be incorporated into each change ' order for costs associated with Contractor's taxes, bonds and insurance. As these items are reflective of the overall project cost, a final change order may ' be initiated by either party to recover costs or savings associated with the projects final construction cost. 1.10 EXECUTION OF CHANGE ORDERS ' A. Engineer will issue Change Orders for signatures of-parties as provided in ' the Conditions of the Contract. 1..11 CORRELATION OF-CONTRACTOR. SUBMITTALS ' A. Promptly revise progress schedules to reflect any change in Contract Time, , revise sub-schedules to adjust time for other items of work affected by the change, and resubmit. B. Promptly enter changes in Project Record Documents. ' PART 2 PRODUCTS ' Not Used 1 PART 3 EXECUTION Not Used ' END OF SECTION 01035 1 01035 - 4 1 • • SECTION 01050 1 DIVISION 1 - GENERAL REQUIREMENTS FIELD ENGINEERING/SURVEY 1 PART GENERAL 1 1.01 SECTION INCLUDES: A. Quality Control 1 B. Submittals C. Examination D. Survey Reference Points 1 E. Engineer- Surveys/Staking F. Contractor— Surveys/Staking G. Engineering Forms Concrete Pour Checklist Form 1 Request for Staking Form H. Project Record Documents 1 1.02 RELATED SECTIONS A. Section 01010 — Summary of Work 1' B. Section 01700 — Contract Closeout: Project Record Documents 1 1.03 QUALITY CONTROL 1 A. Employ a Land Surveyor registered in the State of Montana, an experienced party chief or an engineering technician versed in construction layout and construction staking. Person employed must be suitable for the work proposed. 1 1.04 SUBMITTALS 1 A. If requested by Owner or Engineer, provide 1 copy of survey notes to the Engineer within 24 hours of staking. Submit in accordance with Section 01300. 1 1.05 EXAMINATION 1 A. Verify locations of survey control points prior to starting work. B. Promptly notify Engineer of any discrepancies discovered. 1 1.06 SURVEY REFERENCE POINTS 1 A. ' Contractor to locate and protect survey control and reference points. 1 01050 - 1 SECTION 01050 DIVISION 1 - GENERAL REQUIREMENTS FIELD ENGINEERING/SURVEY ' B. Protect survey control points prior to starting site work; preserve permanent reference points during construction. ' C. Promptly report to Engineer the loss or destruction of any reference point or ' relocation required because of changes in grades or other reasons. D. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Engineer. ' 1.07 ENGINEER SURVEYS/STAKING ' The Engineer will provide the necessary construction control stakes and bench marks for the Contractor as follows: ' 1. Bench marks and construction control stakes based on baseline and grid setup. t 2. Baseline alignment stakes at a minimum interval of 50 feet. 1.08 CONTRACTOR SURVEYS/STAKING The Contractor shall provide all other project surveying needs not identified above: ' This may include, but is not limited to the following: 1. The Contractor shall be responsible for all grades, stakes, and blue ' tops of the subgrade and finished grade. This includes any surveys prior to the excavation to establish the original grade. The ' Contractor's field notes are to be provided, as part of the Record Drawing requirements. 2. The Contractor must give an advance request of the staking needs, in writing, by completing and submitting the "Request for Staking" form that is included in the Project Manual. Absolutely no "second time"or ' "restaking"' work will be done by the Engineer unless separate compensation for the Engineer's costs are paid directly by the Contractor. The Engineer shall submit notification of"restaking work" ' and cost estimates for the Contractor's review and agreement priorto starting the "restaking work". 3. Protecting and using the grade stakes-that have been set by the ' Engineer, and the making of all construction shots for the installation of the work. ' 01050 - 2 ' 1 • SECTION 01050 ' DIVISION 1 - GENERAL REQUIREMENTS FIELD ENGINEERING/SURVEY 4. The- Contractor shall make all other surveys necessary for ' construction that are not identified elsewhere in this Project Manual. 1.09 ENGINEERING FORMS ' The following forms can be found at the end of this Section: ' Request for Staking The Contractor shall complete and submit the appropriate forms to the Engineer ' during the course of the work. 1.10 PROJECT RECORD DOUMENTS A. Contractor to maintain a complete and accurate log of control and survey ' work as it progresses. B. Contractor to submit Record Documents under provisions of Section 01700. PART 2 PRODUCTS Not Used ' PART 3 EXECUTION ' Not Used 1 END OF SECTION 01050 1 , 1 ' 01050 - 3 REQUEST FOR STAKING CONTRACTOR FORM REQUIREMENTS: 1 - Contractor to complete this form in triplicate ENGINEER 2- Contractor to transmit completed form to Engineer in advance of the desired staking requirement. Staking shall be ready for the Contractor in accordance with the PROJECT NO. & NAME: ' following time table. TIME OF RECEIPT OF COMPLETED STAKING TO BE COMPLETED AND READY FORM BY ENGINEER FOR THE CONTRACTOR by 8:00 A.M. by the 72nd HR after receipt by Noon by the 68th HR after receipt by 4:30 P.M. by the 64th Hr after receipt This timetable excludes requests of a very large nature that will require greater than normal effort. The time needed for staking excludes designated off days of weekends and holidays. DWNG 1ST TYPE OF.STAKING REQUESTED OFFSET DATE DATE NO. STAKING RESTAKING AND SPECIFIC LOCATION POSITION OFFSET STAKING AREA STAKING REF REQUEST REQUEST (STREET,MH TO MH,ETC.) (SIDE) DISTANCE INTERVAL READY DESIRED REQUESTED BY (CONTRACTOR REP) DATE RECEIPT BY (ENGINEER REP) DATE/TIME COMMENTS THIS BOTTOM PORTION TO BE COMPLETED BY THE ENGINEER SURVEY CREW ASSIGNED START DATE COMPLETE DATE CLIENT NO. PROJECT NO. CREW HOURS USED MATERIALS USED COMMENTS: cc: SURVEY AUTHORIZATION DATE N:\3384\038\DESIGN DOCS\SPECS\STAKING.DOC ' March 15,1999 ' SECTION 01200 ' DIVISION 1 — GENERAL REQUIREMENTS COORDINATION AND MEETINGS PART1 GENERAL 1.01 SECTION INCLUDES ' A. Coordination. B. Preconstruction Conference. ' C. Progress Meetings. 1.02 RELATED SECTIONS ' A. Section 01019 - Contract Considerations B. Section 01025 - Measurement and Payment ' C. Section 01030 - Special Provisions 1.03 COORDINATION A. Coordinate scheduling, submittals, and Work of the various Sections of ' specifications to assure efficient and orderly sequence of installation of interdependent construction elements. ' B. Where applicable, verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Where applicable, coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. ' D. Coordinate completion and clean up of Work of separate Sections in preparation for Substantial Completion. E. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities. 1.04 PRECONSTRUCTION CONFERENCE ' A. Engineer will schedule a conference after Notice of Award. B. Attendance Required:. Owner, Engineer and Contractor, and Contractor's Superintendent. 01200 - 1 1 0 1 -SECTION 01200 DIVISION 1 — GENERAL REQUIREMENTS COORDINATION AND MEETINGS ' C. Agenda: ' 1. Distribution of Contract Documents. 2. Submission of list of Subcontractors, list of products, Schedule of , Values, and progress schedule. 3. Designation of personnel representing the parties in Contract, and the ' Engineer. 4. Procedures and processing of field decisions, submittals, ' substitutions, applications for payments, proposal request, Change Orders and Contract closeout procedures. ' . 5. Scheduling. 1.05 PROGRESS MEETINGS ' A. Schedule and administer meetings throughout progress of the Work at , maximum monthly intervals. B. Make arrangements for meetings, prepare agenda with copies for ' participants, preside at meetings, record minutes, and distribute copies within two days to Engineer, participants, and those affected by decisions made. ' C. Attendance Required: Job superintendent, Engineer, major Subcontractors and suppliers, as appropriate to agenda topics for each meeting. ' D. Agenda: 1. Review minutes of previous meetings. ' 2. Review of Work progress. 3. Field observations, problems, and decisions. ' 4. Identification of problems which impede planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. ' 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. .9. Planned progress during succeeding work period. I 10. Coordination of projected progress. 11 . Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. ' 01200 - 2 SECTION 01200 DIVISION 1 — GENERAL REQUIREMENTS COORDINATION AND MEETINGS 13. Other business relating to Work. PART 2 PRODUCTS ' Not Used ' PART 3 EXECUTION Not Used END OF SECTION 01200 1 1 1 1 ' 01200 - 3 1 SECTION 01300 ' DIVISION 1 — GENERAL REQUIREMENTS SUBMITTALS ' PART GENERAL ' 1.01 SECTION INCLUDES A. Submittal Procedures. ' B. Construction Progress Schedules. C. Proposed Products List. D. Shop Drawings. ' E. Product Data. F. Samples. G. Manufacturers' Certificates. ' H. Mix Designs I. Record Drawings 1.02 RELATED SECTIONS A. Section 01019 - Contract Considerations: ' B. Section 01700 - Contract Closeout: Contract Closeout Submittals. . 1.03 SUBMITTAL PROCEDURES A. Transmit each submittal with separate letter of transmittal signed by Project Manager. ' B. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail number(s), and specification Section number to which each submittal applies. C. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and ' coordination of information, is in accordance with the requirements of the Work and Contract Documents. ' D. Schedule submittals to expedite the Project, and deliver to Engineer at business address. Coordinate submission of related items. ' E. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. ' 01300 - 1 SECTION 01300 DIVISION 1 — GENERAL REQUIREMENTS SUBMITTALS , F. Revise and resubmit submittals as required, identify all changes made since ' previous submittal. G. Distribute copies of reviewed submittals to concerned parties. . Instruct ' parties to promptly report any inability to comply with provisions. 1.04 CONSTRUCTION PROGRESS SCHEDULES ' A. Submit initial progress schedule before the project Preconstruction Conference. Preference is a horizontal bar chart with separate line for each , major section of work or operation, identifying first work day of each week. B. Revise and resubmit as required. Submit updated schedules at each ' monthly progress meeting. C. Show complete sequence of construction'by activity, identifying Work of , separate stages and other logically grouped activities. Indicate the early and, late start dates, float dates, and duration of task. D. Indicate estimated of completion for each item of Work at each ' percentage submission. E. Indicate submittal dates required for shop drawings, product data, samples, ' q P 9 and product delivery dates, including those furnished by Owner. ' F. At beginning of project, submit estimate of monthly payment requests. _ 1.05 PROPOSED PRODUCTS LIST , A. Within 15 days after date of Notice to Proceed, submit complete list of major ' products proposed for use, with name of manufacturer, trade name, and model number of each product. B. For products specified only by reference standards, give manufacturer,trade ' name, model or catalog designation, and reference standards. 1.06 SHOP DRAWINGS ' A. Submit the number of copies Contractor requires, plus four copies to be , retained by Engineer. B. After review distribute in accordance with Article on Procedures above and , for Record Documents described in Section 01700 - Contract Closeout. 01300 - 2 ' 1 • • SECTION 01300 ' DIVISION 1 — GENERAL REQUIREMENTS SUBMITTALS 1.07 PRODUCT DATA 1 A. Submit the number of copies Contractor requires, plus four copies to be retained by the Engineer. B. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. ' C. After review, distribute in accordance with Article on Procedures above and provide copies for Record Documents described in Section 01700-Contract ' Closeout. 1.08 SAMPLES A. Where applicable, submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. ' Coordinate sample submittals for interfacing work. B. Where applicable, submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Engineer's selection. 1 C. Include identification on each sample, with full Project information. D. Submit the number or samples specified in individual specification Sections; 1 one of which will be retained by Engineer. 1 .09 MANUFACTURER'S CERTIFICATES 1 A. When specified in individual specification Sections, submit manufacturers, ' certificate to Engineer for review, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. 1 Submit supporting reference date, affidavits, and certifications as appropriate. C. Certificates maybe recent or previous test results on material or Product, but must be acceptable to Engineer. ' 01300 - 3 SECTION 01300 DIVISION 1 — GENERAL REQUIREMENTS SUBMITTALS ' 1.10 MIX DESIGNS ' A. When specified in individual specification sections, submit manufacturers product mix design to Engineer for review and approval. Mix designs shall ' 'include either a mix report by a certified testing laboratory or the specified number of laboratory test results. 1.11 RECORD DRAWINGS A. Maintain on site, one set of the following record documents; record actual , revisions to the Work: 1. Contract Drawings. ' 2. Specifications 3. Addenda. 4. Change Orders and Other Modifications to the Contract. ' 5. Reviewed Shop Drawings, Product Data, and Samples. S. A"'Record Set of Drawings" shall show all field changes, as built elevations, ' service locations (size and type), crossing details of all existing utility lines, unusual conditions encountered during construction, the manufacturer and manufacturer's catalog number of equipment supplied, and all such other ' data as required to provide the Owner with an accurate "as constructed" set of Record Drawings. C. Record Documents and Shop drawings: Legibly mark each item to record ' actual construction including: 1. Measured horizontal and vertical locations of underground utilities and ' 9 _ appurtenances, referenced to permanent surface improvements.- ' 2. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the ' Work. 3. Field changes of dimension and detail. ' 4. Details not on original Contract Drawings. D. Specifications: Legibly mark and record at each Product section description ' of actual Products installed, including the following: 1. Manufacturer's name and product model and number. , 01300 - 4 ' 0 SECTION 01300 DIVISION 1 — GENERAL REQUIREMENTS SUBMITTALS ' 2. Product substitutions or alternates utilized. . 3. Changes made by Addenda and Modifications. E. Contractor to.furnish the "Record Set" to the Engineer at the completion of the project. F. Delete Engineer title block from all documents. ' G. Contractor's final payment estimate and final payment will not be processed until such time as the "Record Set" of drawings has been received and approved by the Engineer. PART 2 PRODUCTS Not Used ' PART 3 EXECUTION Not-used END OF SECTION 01300 ' 01300 - 5 1 SECTION 01600 ' DIVISION 1 — GENERAL REQUIREMENTS MATERIAL AND EQUIPMENT ' PART1 GENERAL 1.01 SECTION INCLUDES ' A. Products B. Transportation and Handling ' C. Storage and Protection D. Product Options E. Substitutions ' 1.02 RELATED SECTIONS ' A. Section 01019 - Contract Considerations B. Section 01025 - Measurement & Payment C. Section 01030 - Special Provisions 1.03 PRODUCTS ' A. Products: Means new material, machinery, components, equipment,fixtures, and systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. ' Products may also include existing materials or components required for reuse. B. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents. ' 1.04 TRANSPORTATION AND HANDLING A. Transport and handle products in accordance with manufacturer's ' instructions. B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. ' C. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. 1.05 STORAGE AND PROTECTION A. Store and protect products in accordance with manufacturer's instructions, ' with seals and labels intact and legible. Store sensitive products in weather-tight, climate controlled enclosures. 01600 - 1 SECTION 01600 DIVISION 1 — GENERAL REQUIREMENTS MATERIAL AND EQUIPMENT ' B. For exterior storage of fabricated products, place on sloped supports, above ' ground. C. Provide off site storage and protection when site does 'not permit on-site storage or protection. D. Cover products subject to deterioration with impervious sheet covering. ' Provide ventilation to avoid condensation. E. Store loose granular materials on solid flat surfaces in a well-drained area. ' Prevent mixing with foreign matter. , F. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. Arrange storage of products to permit access for inspection. Periodically , G. g 9 P P P Y inspect to assure products are undamaged and are maintained under ' specified conditions. 1.06 PRODUCT OPTIONS ' A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed. ' C. Products Specified by Naming One or More Manufacturers with a Provision ' for Substitutions: Submit a request for substitution for any manufacturer not named. 1.07 SUBSTITUTIONS A. Engineer will consider requests for Substitutions only within 15.days after ' date of Owner-Contractor Agreement. B. Substitutions may be considered when a product becomes unavailable ' .through no fault of the Contractor. C. Document each request with complete data substantiating compliance of ' proposed Substitution with Contract Documents. 01600 - 2 SECTION 01600 DIVISION 1 — GENERAL REQUIREMENTS MATERIAL AND EQUIPMENT ' D. A request constitutes a representation that the Contractor: ' 1 . Has investigated proposed product and determined that it meets or . exceeds the quality level of the specified product. ' 2. Will provide the same warranty forthe Substitution as forthe specified product. 3. Will coordinate installation and make changes to other Work which may be required for the-Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5. Will reimburse Owner for review or redesign services associated with ' re-approval by authorities. E. Substitutions will not be considered when they are indicated or implied on ' shop drawing or product data submittals,without separate written request,or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit three copies of request for Substitution for consideration. ' Limit each request to one proposed Substitution. 2. Submit shop drawings, product data, and certified test results ' attesting to the proposed product equivalence. 3. The Engineer will notify Contractor, in writing, of decision to accept or ' reject request. ' PART PRODUCTS Not Used ' PART 3 EXECUTION Not used ' END OF SECTION 01600 01600 - 3 SECTION 01700 ' DIVISION 1- GENERAL REQUIREMENTS CONTRACT CLOSEOUT 1 PART GENERAL 1.01 SECTION INCLUDES ' A. Closeout Procedures. B. Final Cleaning. iC. Project Record Documents. D. Warranties. ' 1.02 RELATED SECTIONS A. Section 01300 - Submittals ' 1.03 CLOSEOUT PROCEDURES ' A. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with ' Contract Documents and ready for Engineer's inspection. B. Provide .submittals to:Engineer that are required by governing or other authorities. C. Submit final Application for Payment identifying total adjusted Contract Sum, previous payments, and sum remaining due. 1.04 FINAL CLEANING A. Execute final cleaning prior to final inspection. ' B. Where applicable, clean interior and exterior glass and surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. ' C. Where applicable, clean equipment and fixtures to a sanitary condition. D. Where applicable, clean debris from roofs, gutters, downspouts, and drainage systems. ' E. Clean site; sweep paved areas, rake clean landscaped surfaces. F. Remove waste and surplus materials, rubbish, and construction facilities ' from the site. 01700 - 1 SECTION 01700 DIVISION 1- GENERAL REQUIREMENTS CONTRACT CLOSEOUT , 1.05 PROJECT RECORD DOCUMENTS ' 'Submit documents to Engineer with claim for final Application for Payment. The Contractor's final estimate and.final payment will not be processed until the"Record ' Set" of documents are received and approved by-the Engineer. If at the time for processing the final pay estimate, a complete and accurate set of documents is not supplied to the Engineer, then a "Record Set"will be prepared by the Engineer from additional field drawings, if necessary. The cost for the Engineer's services to complete these documents will be paid by the Contractor and will be withheld from his final progress estimate. , 1.06 WARRANTIES A. Where applicable, pr ovide duplicate notarized copies. ' B. Where applicable, execute and assemble documents from Subcontractors, ' suppliers, and manufacturers. C. Where applicable, provide Table of Contents and assemble in three D side ' ring binder with durable:plastic;cover. D. Where applicable, submit prior to final Application for Payment. , E. Where applicable, for items of Work delayed beyond date of Substantial ' Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. PART PRODUCTS Not used ' PART 3 EXECUTION ' Not used END OF SECTION 01700 01700 - 2 ' SECTION 01770 DIVISION 1 — GENERAL REQUIREMENTS SUBSTANTIAL COMPLETION ' PART1 GENERAL 1 .01 SECTION INCLUDES A. General Application and Definition B. Certificate of Substantial Completion 1.02 GENERAL APPLICATION AND DEFINITION Except as noted herein, substantial completion shall be in accordance with the General Conditions and any related Supplementary Conditions. The warranty period for the work deemed to be substantially complete shall begin on the date ' identified on that completed certificate. Contract time will continue to run until the Certificate of Substantial Completion for all work has been issued. In addition to the above, the following shall be added to the definition of substantial completion, for this project: ' Completion, installation, and acceptance .of all infrastructure improvements and .acceptance of all surface restoration and general clean-up. The final completion review for this project will be conducted by the Engineer and the Owner. ' There will be a single Substantial Completion document required for each group of schedules identified under each Contract. The warrantee period will begin at the ' issuance date of the Substantial Completion document representing all schedules covered under Contract. There will not be individual warrantee periods for each schedule or portions thereof of this project. ' 1.03 CERTIFICATE OF SUBSTANTIAL COMPLETION. (Form included in this Project Manual.) PART 2 PRODUCTS ' Not Used. PART 3 EXECUTION Not Used. ' END OF SECTION 01770 01770 - 1 1 �� 1 �� �I' it !' G i 1 1 1 1 1 i 1 1 1 1 1 1 -�e�ks t(� 'NaI .s Des C E o_VIE LANDSCAPE ARCHITECTURE I PLANNING / ENVIRONMENTAL nIGN DEC 07. 2006 DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT December 4, 2006 Susan Kozab City of Bozeman Planning Department 20 E. Olive Street PO Box 1230 Bozeman, MT 59771-1230 RE: Valley West Parks, Phase 4/5 Wetland Complex Dear Susan: Attached are five sets of construction drawings for the above referenced project. The 15- acre wetland complex, located west and south of the existing soccer fields, is required to be upgraded in order to comply with this subdivision's wetland requirements. As previously approved in the park master plan on record, we will be regrading the site to allow for some open water ponds, trails, boardwalks and future observation tower. The work will be let as a two separate contracts. The first part is the rough grading of the entire site (see Morrison-Maierle issued drawings). We anticipate this work to commence in February and continue through March and will be performed by Sime Construction. The second contract will include the work included on the Peaks to Plains Design PC issued drawings and will be performed by Greater Gallatin Contractors. This will include the finish grading, trails, seeding, and installation of the woody and herbaceous plants. We anticipate this contract to commence in April and continue throughout the summer and early fall. All work under these two contracts will be closely supervised by Barbara Vaughn, of Vaughn Environmental and -her subconsultant, s Confluence Engineering, due to the wetland permitting issues with the Corps. The future observation tower is currently being designed by Intrinsik Architecture, and will be submitted separately for review and approval!. At this time, you can see the proposed location on the drawings. In the meantime, we have also sent two sets of these drawings to Parks Director, Ron Dingman, for approval. We are sending these drawing sets to you to ensure that all necessary parties have an opportunity to review the work being performed in this park. Please feel free to call me if you have any questions or concerns. Best regards, fz; ' Jolene Rieck, ASLA Project Landscape Architect 208 0. 0. f 1• `l VALLEY WEST PARKS PHASE 4/5 WETLAND COMPLEX BOZEMAN, MONTANA BID FORM D C [E �W E PROJECT NAME: Valley West Parks Phase 4/5 Wetland Complex 01 DEC 0 7 2006 PROJECT NUMBER: 06023 DEPARTMENT OF PLANNING OWNER: Bozeman Lakes, LLC AND COMMUNITY DEVELOPMENT 2415 E. Camelback, Ste. 900 Phoenix, AZ 85016 LANDSCAPE ARCHITECT: PEAKS TO PLAINS DESIGN, PC 208 North Broadway, Suite 350 Billings, Montana 59101 BIDDER: By submitting the Bid, BIDDER acknowledges that they have received and reviewed the Project Manual, Plans and Documents. BIDDER acknowledges that they have received and reviewed Addenda Number(s) , and have included those provisions in the Bid. In submitting this Bid, BIDDER agrees: 1. To hold the Bid open thirty(30) consecutive calendar days. 2. To accept the conditions of the Special Provisions. 3. To enter into and execute a Contract, if the basis of the Bid and to furnish all bonds and insurance required by the bidding documents. 4. To accomplish the work within 180 consecutive calendar days. BASE BID SCHEDULE ITEM ITEM ESTIMATED UNIT UNIT TOTAL PRICE NO. DESCRIPTION QUANTITY PRICE 101 Mobilization 1 LS 102 Taxes & Insurance 1 LS 103 Upland Seed Mix 8 AC 104 Wetland Seed Mix 4 AC . 105 Gravel Trail 5,477 LF 106 10' Length Pedestrian 20 EA Load Footbridge 107 Tree Installation 74 EA BID FORM - 1 - ) VALLEY WEST PARKS PHASE 4/5 WETLAND COMPLEX BOZEMAN, MONTANA 108 Shrub Installation 618 EA 109 Tubeling Installation 1 LS 110 Woody Plant Warranty (1 1 LS year) 111 Noxious Weed Control (2 1 LS years) BASE BID (Words) (Figures) The undersigned bidder hereby certifies (a)that this bid is genuine and is not made in the interest of, or on the behalf of any undisclosed person, firm, or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; (b)that he has not directly or indirectly solicited any other bidder to put in a false or sham bid; (c) that he has not solicited or induced any person, firm, or corporation to refrain from bidding; and (d) that he has not sought by collusion to obtain for himself any advantage over any other bidder or over the OWNER. Submitted this_day of 2006. SIGNATURE OF BIDDER: Montana Contractor Registration Number If an Individual: doing business as If a Partnership: By , Partner If a Corporation: (a Corporation) Title (SEAL & ATTEST) Business Address of Bidder If bidder is a joint venture, other party must sign below. If an Individual: doing business as If a Partnership: BID FORM -2 - VALLEY WEST PARKS PHASE 4/5 WETLAND COMPLEX BOZEMAN, MONTANA By , partner If a Corporation: (a Corporation) Title (SEAL &ATTEST) 4.4 7 _ BID FORM - 3 - VALLEY WEST PARKS PHASE 4/5 WETLAND COMPLEX BOZEMAN, MONTANA SECTION 01000 SPECIAL PROVISIONS SP-1 GENERAL The following Special Provisions items are included to supplement the standard specifications and to clarify items specific to this contract. These Special Provisions are part of the overall specifications and as such shall be regarded in a like manner during the bidding process and during the construction phase. This work is governed by the Standard General Conditions of the Construction Contract from Montana Public Works Standard Specifications. The various portions of the Contract Documents, of which these Special Provisions are a part, are essential parts of the Agreement, and a requirement occurring in any portion or part is binding as though occurring in all. All portions are intended to be complementary; what is required by one is as binding as if required by all as referenced in the General Conditions. The CONTRACTOR shall coordinate all construction activities through all phases of the project, the intent being to complete the proposed construction in a neat orderly fashion, in a timely manner, and with a minimum of disturbance to neighbors and the traveling public. SP-2 UTILITY COMPANIES The CONTRACTOR shall coordinate with the utility companies for the protection or adjustment of existing utilities in the vicinity of the work and shall have utility company representatives present when necessary to support utility poles or buried utility lines while working adjacent to such utilities. The CONTRACTOR shall pay all costs associated with having utility company representatives on the site for this work and shall include these costs in the price bid for related items of work. Utilities may exist at locations not shown on the plans. The utility information shown on the plans was obtained from a combination of existing mapping and field locates provided by the owners of the utilities. The CONTRACTOR shall verify the depth and location of existing utilities where new construction crosses existing utilities. The CONTRACTOR shall give adequate notice to all utilities within the project area of pending construction. A Montana one-call system has been set up to facilitate requests for underground utility locate information. The CONTRACTOR is cautioned that all utilities are NOT on this system. The Montana One-Call number is 1-800-424-5555. SP-3 RECORD DRAWINGS The CONTRACTOR's superintendent or his designated representative shall maintain, at the project site, "Record Drawings" showing field changes, as-built elevations, and unusual conditions encountered during construction, manufacturer's catalog number of equipment supplied. The CONTRACTOR shall provide the OWNER'S REPRESENTATIVE with an accurate redline set of "Record Drawings" for review. Final payment to the CONTRACTOR will not be processed until accurate "Record Drawing" have been submitted to and approved by the OWNER'S REPRESENTATIVE. SPECIAL PROVISIONS 01000- 1 VALLEY WEST PARKS PHASE 4/5 WETLAND COMPLEX BOZEMAN, MONTANA SP-4 MEASUREMENT AND PAYMENT The bid schedule(s) indicate if a particular item will be paid for on a unit cost or lump sum basis. For bid schedule items being paid for on a unit cost basis, measurement and payment will be in accordance with the individual specification sections representing that particular bid item. For bid schedule items identified as being paid for on a lump sum basis, there will be no direct measurement of the item and payment shall be full reimbursement for all costs for furnishing of all labor, equipment, appliances and materials, and the performance of all work in strict accordance with the project specifications and drawings and state and national codes. Payment shall include all incidental materials, necessary and required, for completion of the work. The total bid price for each item of the contract shall cover all work shown on the contract drawings and required by the specifications and other Contract Documents. All costs in connection with the work, including furnishing all materials, equipment, supplies and appurtenances; providing all construction plant, equipment and tools; and performing all necessary labor and supervision to fully complete the work, shall be included in the unit and lump sum prices bid. No item that is required by the Contract Documents for the proper and successful completion of the work will be paid for outside of or in addition to the prices submitted in the bid. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of the CONTRACTOR and all costs in connection therewith shall be included in the prices. t The following items are pay items for the work: f Lump Sum Bid Items No measurement shall be made for lump sum items. Payment for lump sum items shall include the furnishing, installing, labor, equipment excavation, backfill, compaction and all other appurtenances necessary to complete these lump sum items. Per Each Items Unless otherwise specified in the Special Provisions, measurement and payment for Per Each items shall be by numerical count of the item. Payment for these items shall be at the unit price bid per each and shall include furnishing and installing of the item including all excavation, backfill, embankment, compaction and disposal of excess material, if any, labor, equipment and all other appurtenances necessary to complete the item. SP-5 TAXES AND INSURANCE The contractor shall maintain Liability Insurance for Contractor's operations under the Contract for which the Contractor may be legally liable, whether such operations be by the Contractor or Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. Such coverage shall be written for claims arising out of all liability assumed by the Contractor under any Contract or agreement. Contractor shall provide to the Owner, certificates of insurance naming the Owner and Landscape Architect as additional insured. Additionally, the policy shall contain a clause providing that it will not be cancelled without 30 days of written notice to the Owner and Landscape Architect. Contractor shall carry statutory limits on Worker's Compensation Insurance. Limits for Liability Insurance shall include $1,000,000/$2,000,000 for bodily injury and property damage; $2,000,000 for products and completed operations and property damage shall provide X, C and U coverage. Personal SPECIAL PROVISIONS 01000 - 2 1'e to Tl�I f1S Dp eS RC • LANDSCAPE ARCHITECTURE I PLANNING / ENVIRONMENTAL DESIGN November 14, 2005 Susan Kozub, Associate Planner D C [E City of Bozeman Planning& Community Development 20 E. Olive Street NOV 15 2005 PO Box 1230 Bozeman, MT 59771-1230 DEPARTMENT OFPLAWNG D COMMUNITY DEVELOPMENT AN Dear Susan: Attached is the re-submittal for the Valley West Planned Unit Development Park Master Plan Update. This submittal addresses concerns raised by the Recreation and Parks Advisory Board on May 13, 2005. Those concerns were as follows: "I. The Director of Facilities and Public Lands (the Director) will review and approve of the • language in the Declaration of Protective Covenants and Restrictions For Valley West (the Declaration), particularly Articles I (Definitions) and X (Open Space and Common Area). Further, the Declaration will include language approved by the Director to assure completion of park land facilities and trails in the Valley West Park Master Plan and allowing the City of Bozeman, if necessary, to become a party to assessments for such completion and maintenance." Response: We have included these excerpts of the Covenants and Restrictions in Section 9 of this submittal. "2. The tentative language (e.g., "recommends", "proposes", "should be") in the Master Plan is to be replaced with affirmative statements." - Response: We have included a revised narrative. "3. All specific documentation required by Sec. 18.78.060 P of the Unified Development Ordinance must be included." Response: We have included this information in this submittal. "4. A chart must be included identifying all parkland improvements, showing the general location (e.g., Meyers Park), the entity responsible for installation, the estimated cost, and the phasing. Improvements include, but are not limited to: recreational trails, bridges, playground equipment, benches, picnic shelters, volleyball pit, wildlife observation tower, board walks, • parking areas, flag display, amphitheater, dock and pier, mini dock on island, plaza and canopy." 208 0. 406.256.7123 Page 2 of 2 • Response: We have included budgetary cost estimates mi Section 8 of this submittal. P g Y "5. Detailed site plans must be included." Response: At a face to face meeting on Friday, May 6, 2005, with Susan Kozub and James Goehrung and Jolene Rieck of Peaks to Plains Design, Susan and James agreed that Valley West could submit the detailed planting, site and irrigation plans near the end of the current phase construction, but before the start of the next phase and before fmal plat approval of the current phase. Future phases will be treated in the same manner. We have included phase one and two construction plans that have already been implemented. Record drawings for phase one were submitted to the Parks Department in the past. Peaks to Plains Design would like to be present at the Recreation and Park Board and committee meetings when this submittal is discussed so we can be available to answer any questions that may arise. Please let me know when this project is on the agenda. If you have any further questions or concerns, please do not hesitate-to call. Sincerely, dne Rieck,ASLA Landscape Architect Cc: Doug Oberg, Aspen Enterprises, LLC Rob Pertzborn, Intrinsik Architecture Greg Stratton, Morrison Maierle, Inc. Barbara Vaughn, Vaughn Environmental Services Attachment • . 1 1 f' -beaks t( Tla!RS DeS1,9R, LANDSCAPE ARCHITECTURE 1 PLANNING f ENVIRONMENTAL DESIGN January 4, 2006 VIA EMAIL Susan Kozub, Associate Planner City of Bozeman Planning& Community Development 20 E. Olive Street PO Box 1230 Bozeman, MT 59771-1230 Dear Susan: Attached is an updated narrative for the Valley West Parks Master Plan, based"upon your letter to Doug Oberg on December 22, 2005. The following items have been addressed: "1. In the narrative, include language that requires each preliminary plat subdivision phase to provide detailed landscape plans in accordance with the overall master plan for any parkland in that particular phase." r Response: This language has been included under"Implementation,"on page 12. "2. Page 5: the description of Wing Lake shall include a natural and varied shoreline with a low transition angle. Also, when this pond is actually constructed with a future subdivision phase, it will be required to be at least 25 feet deep which should be noted in the plan for future clarity." Response: This language has been included on page 5. After discussions with Ron Dingman, we included it to say that the lake has a maximum depth of 20 to 25 feet, as we are unsure what is technically feasible at this time. In addition, we will make sure that the Parks Department will be involved during the actual design of the lake. "3. Page 5: there is a reference to shared parking. Please provide evidence that this was already approved in the PUD or remove this language from the Master Park Plan." Response: This reference has been deleted. "4. Page 7: add the following soils language: All soils to be used on public park land shall be inspected by and meet the approval of City of Bozeman Parks Division Staff prior to installation and shall meet the minimum depth requirement of 10 inches." Response: We have included this language on page 12, under"Implementation." 208 North Broadway,Suite 350 Phone: (406) 294-9499 Billings,Montana 59101 Fax: (406) 256-7123 Page 2 of 2 "5. Page 7: under `Playgrounds' section, change the word `managed' to `owned."' Response: This has been changed. "6. Page 10: under the `Parks Maintenance Plan' add `and the City of Bozeman' after `County Weed Supervisor and NRCS agent' in paragraph 3." Response: This has been added. "T Page 10: Add language requiring signage pesticide/herbicide application: `The City of Bozeman shall be notified of any and all applications of pesticides....." Response: This has been added. "8. Page 11: Add language that all tree trimming and pruning must be performed by a certified arborist as outlined in City Ordinance 12.30.040 in coordination with the Forestry Division." Response: This has been added. 9. Page 11: Add language that all trees on public property..are subject to City of Bozeman permits and ordinances as outlined in City Ordinance 12.20.040." Response: This has been added. Peaks to Plains Design would like to be notified when the plan will be at the Recreation and Park Board and committee meetings for discussion so we can be available to answer any questions that may arise. Please let me know when this project is on the agenda. If you have any further questions or concerns, please do not hesitate to call. Sincerely, Jolene Rieck, ASLA Landscape Architect Cc: Doug Oberg, Aspen Enterprises, LLC Rob Pertzborn, Intrinsik Architecture Greg Stratton, Morrison Maierle, Inc. Barbara Vaughn, Vaughn Environmental Services Attachment • lam CA P ��� A—I)- Lr �� � r ' c f i ./,.1 P� I _ f ham UT " epqa-f� I � P c1m �.o �y e�n�— — wh�1i✓-�rPi�. ��9.� 1�o.1n .�Vv�2�✓�� S- Pagel of 2 c' Susan Kozub From: JOHN HARPER Uslsharper@msn.com] Sent: Thursday, April 21, 2005 11:27 AM To: Susan Kozub Cc: Sue Harkin Subject: Valley West final park plan Susan, The following is a draft of the Valley West final park plan comments. Please let the developer know what we would submit to our board at its May 13 meeting if changes are not made. If we are fortunate, the developer will make the revisions and we can tell our board we recommend sending the plan to the City Commission without contingencies. Please let us know if changes are made in time to change our recommendation. John Harper DRAFT COPY Memo to Bozeman City Commission From: Bozeman Recreation and Parks Advisory Board RE: Valley West Park Master Plan Date: May 13, 2005 The Recreation and Parks Advisory Board recommends approval of the Valley West Park Master Plan(final park plan) of April 2005, subject to the following conditions: 1. The Director of Facilities and Public Lands (the Director) will review and approve of the language in the Declaration of tiv covenants andi_Re t4otiaas--For—V-aUey__ est (the Declaration), particular) ticl_es I (Definition n X (Open Space and Common Are Further, the Declaration will include language approved by the Direc or o assure comp etion of parkland facilities and trails in the Valley West Park Master Plan and allowing the City of Bozeman, if necessary, to become a party to assessments for such completion and maintenance. 2. The tentative language (e.g., "recommends", "proposes", "should be") in the Master Plan is to J be replaced with affirmative statements. J(� 3. All specific documentation required by Sec. 18.78.060 P of the Unified Development Ordinance must be included. 4. A chart ust be included identifying all parkland improvements, showing the general location, (e.g., Me ts Park), the entity responsible for installation, .the estimated cost, and the phasing. Improvements include, but are not limited to: recreational trails, bridges, playground equipment, benches, picnic shelters, volley ball pit, wildlife observation tower, board walks, parking areas, flag display, amphitheater, dock and pier, mini dock on island, plaza and canopy. 4/25/2005 Page 2 of 2 i���o� +vrou I R64G o.kA- 5. etailed site plans must be included.,, pw John Harper, Bozeman Recreation and Parks Advisory Board 4/25/2005 Page I of I Susan Kozub From: JOHN HARPER Uslsharper@msn.com] Sent: Thursday, April 21, 2005 11:21 AM To: Susan Kozub; Robin Sullivan Cc: Sue Harkin Subject: Valley West III Pre Plat#P-05013 The following are the subdivision review committee comments on Valley West III Preliminary Plat. John Harper To: Susan Kozub (skozub@bozeman.net) Robin Sullivan (rsullivan@bozeman.net) From: John Harper Date: April 21, 2005 RE: Valley West III Mods to PUD #Z-05073 and Prel. Plat #P-05013 meeting April 15, 2005. attending: Susan Kozub (Planning Dept.), Dave Skelton (Planning Dept.), James Goehrung (Facilities and Public Lands), Sue Harkin (Recreation Dept.), Sandy Dodge, Joanne Jennings, Anne Banks, John Harper We request the following: 1. The trail north of Meyers Lake needs to extend north to connect to Durston Road 2. The Director of Facilities and Public Lands (the Director) will review and approve of the language in the Declaration of Protective Covenants and Restrictions For Valley West (the Declaration), particularly Articles I (Definitions) and X (Open Space and Common Area). Further, the Declaration will include language approved by the Director to assure completion of parkland facilities and trails in the Valley West Park Master Plan and allowing the City of Bozeman, if necessary, to become a party to assessments for such completion and maintenance. 4/25/2005 Gallatin Talley Land Trust. May 2, 2005 To: Susan Kozub, Senior'Planner From: Ted Lange, Gallatin Valley Land7rust . Subject: Valley West Phase III Mods to PUD #Z-05073 and Prel. Plat#P-05013 The proposed trails and parkland will be a very valuable addition to our community trail system. I have only one brief comment to offer concerning the proposed trails: I recommend adding a trail segment to create a trail loop around the main body of the Baxter Natural Area(wetland mitigation). The new trail segment,would run between the edge of the wetlands and the west side of Christopher Drive. It .would connect the east-west trail segment that starts at the intersection of Christopher Drive and Theodore Street, with the east-west trail segment that starts at the intersection of Christopher Drive and West Perry Street. A "trail-by-use" is likely to form in this location and I believe a developed trail would be preferable. It would provide an excellent running loop for athletes using the ball-fields, and would also provide improved walking and wildlife viewing opportunities for the general public. Thank you for the opportunity to comment on this development plan. Sincerely, a Jam. Ted Lange . Land Conservation Program Coordinator P.O. Box 7021 ® Bozeman, Montana 59771-7021 m 406-587-8404 ®' Fax 406-582-1136 ® www.gvlt.org recycled paper Gallatin Valley Land Trust May 2, 2005 To: Susan Kozub, Senior Planner From: Ted Lange, Gallatin Valley Land Trust Subject: Valley West`: Fiwne, l' PatR P I ah T The proposed trails and parkland will be a very valuable addition to our community trail system. I have only one brief comment to offer concerning the proposed trails: I recommend adding a trail segment to create a trail loop around the main body of the Baxter Natural Area(wetland mitigation). The new trail segment would run between the edge of the wetlands and the west side of Christopher Drive. It would connect the east-west trail segment that starts at the intersection of Christopher Drive and Theodore Street, with the east-west trail segment that starts at the intersection of Christopher Drive and West Perry Street. A"trail-by-use"is likely to form in this location and I believe a developed trail would be preferable. It would provide an excellent running loop for athletes using the ball-fields, and would also provide improved walking and wildlife viewing opportunities for the general public. Thank you for the opportunity to comment on this development plan. Sincerely, "r Ted Lange Land Conservation Program Coordinator P.O. Box 7021 ■ Bozeman, Montana 59771-7021 ■ 406-587-8404 ■ Fax 406:582-1136 ■ www.gvlt.org recycled paper N Memo to Bozeman City Commission =-- -f From: Bozeman Recreation and Parks Advisory Board 3 2005 RE: Valley West Park Master Plan M MY ' Date: May 13, 2005 'o The Recreation and Parks Advisory Board recommends approval of the Valley West Park Master Plan(final park plan)of April 2005, subject to the following conditions: 1. The Director of Facilities and Public Lands(the Director)will review and approve of the language in the Declaration of Protective Covenants and Restrictions For Valley West (the Declaration), particularly Articles I(Definitions)and X(Open Space and Common Area). Further, the Declaration will include language approved by the Director to assure completion of parkland facilities and trails in the Valley West Park Master Plan and allowing the City of Bozeman, if necessary, to become a party to assessments for such completion and maintenance. 2. The tentative language (e.g., "recommends", "proposes", "should be") in the Master Plan is to be replaced with affirmative statements. 3. All specific documentation required by Sec. 18.78.060 P of the Unified Development Ordinance must be included. 4. A chart must be included identifying all parkland improvements, showing the general location (e.g.,Meyers Park),the entity responsible for installation, the estimated cost, and the phasing. Improvements include,but are not limited to: recreational trails, bridges, playground equipment,benches, picnic shelters,volley ball pit, wildlife observation tower,board walks,parking areas, flag display, amphitheater, dock and pier, mini dock on island,plaza and canopy. 5. Detailed site plans must be included. J6�t Harper, Bozeman Recreation and Parks Advisory Board r VALLEY WEST PARKS PHASE 4/5 WETLAND COMPLEX BOZEMAN, MONTANA injury shall have an annual aggregate of $1,000,000 and comprehensive automobile liability shall have a combined single limit of $1,000,000 per occurrence. Contractor is responsible for withholding, reporting and depositing in accordance with MCA 15-50-206, the one percent gross receipts tax. Contractor is responsible for reporting these amounts to the Montana Department of Revenue. SP-6 OPERATION AND MAINTENANCE MANUALS Prepare and deliver to the OWNER'S REPRESENTATIVE within ten calendar days prior to completion of construction, all required and necessary descriptive material in complete detail and sufficient quantity, properly prepared in two individually bound copies of the operation and maintenance manual. The manual shall describe the equipment installed and shall be in sufficient detail to permit operating personnel to understand, operate and maintain all equipment. Spare parts lists and related manufacturer information shall be included for each equipment item installed. Each complete, bound manual shall include the following information: • Index sheet stating CONTRACTOR's address and telephone number, duration of guarantee period, list of equipment with names and addresses of local manufacturer representatives. • Complete operating and maintenance instructions on all major equipment. • In addition to the above manuals, the CONTRACTOR shall provide the OWNER's maintenance .Personnel with "hands-on" instruction on the system operation and maintenance. SP-7 GUARANTEE The work installed under this contract shall be guaranteed to give satisfactory service for a period of one year from date of acceptance by the OWNER. Should any trouble develop within the time specified above due to inferior or faulty materials or workmanship, the trouble shall be corrected at no expense to the OWNER. Any and all damages resulting from faulty materials or workmanship shall be repaired by the CONTRACTOR to the satisfaction of the OWNER, at no cost to the OWNER. SP-8 SURVEY CONTROL AND CONSTRUCTION SURVEYS 1. Construction Surveys The OWNER'S REPRESENTATIVE shall provide the construction surveys listed below. - The CONTRACTOR shall provide a minimum of 10-days advance notice to the OWNER'S REPRESENTATIVE for all construction staking. • Provide control and offset grid staking for the trail alignments. All other surveys required for the layout and construction of the improvements shall be the responsibility of the CONTRACTOR. SPECIAL PROVISIONS 01000 -3 VALLE WEST SUBDIVfIO - BOZEMAN, MONTANA DIE C IE 0 \/ c u 44 DgPARTMEMI J MVY: , All Aj R _ ' r-^�Ij PLANNED UNIT DEVELOPMENT PARK SYSTEM MASTER PLAN for VALLEY WEST SUBDIVISION NOVEMBER 2005 APPLICANT: BOZEMAN LAKES L.L.C. PREPARED BY 4a r aspen i n G :n S LMORRISON -Peaks to Plains Des19RP nt MAID ERLE,[Nc. LANDSCAPE ARCHITECTURE I PLANNING I ENVIRONMENTAL DESIGN enterprises, I.I.c. ARCHITECTURE vae.nnane..e.wae�...,n9m�..wRsvmiv.,w�g+ VOLUME V P,. a Valley West Parks Master Plan Bozeman,Montana TABLE OF CONTENTS PROJECT LOCATION AND HISTORY...........................................................................2 PROPOSEDUSES..............................................................................................................2 CONTEXT AND PLACE...............................................................................................:...3 MeyersPark............................................................................................................3 Adam Bronken Memorial Park..............................................................................4 BaxterNatural Area................................................................................................4 WingLake Park......................................................................................................5 SPECIFIC SITE AMMENITIES ........................................................................................7 IrrigationSystems...................................................................................................7 Playgrounds............................................................................................................7 Gravel Trails and Bridge Crossings.......................................................................8 Site Furniture and Amenities.....................:............................................................9 PARKS MAINTENANCE PLAN ....................................................................................10 IMPLEMENTATION.......................................................................................................12 APPENDIX SITE PLAN FOR ENTIRE SUBDIVISION...........................................................:...........] DRAINAGEAREAS......................:......................................................`.....................:.......2 UTILITIES PLAN..........................:.. ............................., a.......... ZONING&OWNERSHIP FOR ADJACENT PROPERTIES ................................ .........4 CRITICAL LANDS.................... ....5 GEOLOGY, SOILS &SLOPES............ ............................................... ...................'..........6 PHASING PLAN..............................'.. COST ESTIMATES FOR REMAINING IMPROVEMENTS............................................8 EXCERPTS FROM COVENANTS AND RESTRICTIONS..............................................9 PHASE 1 PARK CONSTRUCTION DRAWINGS .........................................................10 PHASE 2 PARK CONSTRUCTION DRAWINGS .........................................................I I OVERALL MASTER PLAN(EAST OF COTTONWOOD ROAD)..............................12 OVERALL MASTER PLAN (WEST OF COTTONWOOD ROAD).............................I- SITE FURNISHINGS—PROTOTYPE DESIGNS ..........................................................14 UNASSIGNED .................................................................................................................15 ACKNOWLEDGEMENTS Applicant: Architect: Bozeman Lakes, L.L.C. Intrinsik Architecture 2415 E. Camelback, Ste. 900 428 E. Mendenhall Phoenix,Arizona 85016 Bozeman,Montana 59715 Landscape Architect: Civil Engineer: Peaks to Plains Design,P.C. Morrison-Maierle, Inc. 208 North Broadway, Ste. 350 901 Technology Blvd. Billings,Montana 59101 Bozeman,Montana 59771 Ph. (406)294-9499 - 1 - All work requires Oconstruction meetings. Valley West Parks Master Plan Bozeman,Montana • VALLEY WEST SUBDIVISION PLANNED UNIT DEVELOPMENT Park System Master Plan Project Location and History Valley West is located south of Durston Road, west off-�,_ - --- --- Ferguson Road, north of West Babcock Street and is divided by Cottonwood Road in Bozeman. Valley West is a planned unit development (PUD) under construction currently at phase 3 of several phases. The initial park master plan was submitted with the overall PUD approval process. The initial master plan indicated that 94 acres of park and open space would be allocated, placed appropriately along drainage and existing creek corridors and to take advantage of the centralized placement within the development. Historically, the property consisted of agricultural lands for crops and pasture. In the far northwest corner of the PUD, a gravel pit exists, which has filled with the ground water. Ground water is very high in this area allowing for shallow wetlands, open ponds and diverse habitats. The property is on the far west end of Bozeman,- so surrounding uses are agricultural lands, a private school and private residential development. Proposed Uses The Park Master Plan for Valley West will guide the landscape design, park use and maintenance. Landscape and park amenities will be implemented .in phases as the building lots and related infrastructure,is developed. The plan describes an overall landscape concept that implemented in phases, will yield a cohesive development. Recommendations include: • Tree lined streets with consistently spaced street trees with variety in species between neighborhoods • Similar treatments of public spaces throughout the development including greenways and parks. Landscaping will include natural areas, developed parks and transitional spaces. • Consistency between overall site/paving details through out the development and details within a neighborhood. Phased and Flexible The phased improvement plan allows for logical implementation strategies that balance up front developer costs with phased improvements. Implementation strategies include construction of some landscape and park improvements by the developer concurrent with subdivision infrastructure, as adopting design guidelines and regulations requiring a certain level of landscaping as well as leaving opportunities for new residents to suggest enhancements such as play areas or sports courts. • CCR's require owners to plant lawn and street trees in the boulevards. The type and spacing of trees will be recommended on the master plan, typically 35' to 40' on center on residential streets. r -2 - Valley West Parks Master Plan Bozeman,Montana • •. CCR's require fencing or hedges along greenways and alleys to be a maximum of 4=4R�? in height and constructed to architectural standards. Detailed construction documents outlining specific improvement items will be submitted with each phase of construction. These plans will be reviewed by the Park's department prior to the start of park land construction. In addition, record drawings for each phase will be submitted to the parks department after the current phase of park construction, but prior to the start of the next phase of park construction. Context and Place The landscape is designed to be sensitive to the place and context and consistent with new urbanism tenets. • The Park and boulevard designs blend the informality of the ditches, drainages and natural environment with the formality of dense urban development. Informal clusters of native plants will be dispersed along the greenways and in the parks. Species within the parks and greenways will be natives or adapted natives. - The existing and proposed wetlands are integrated into the overall design by varying the dimension and defining a natural edge along the minimum 100' corridor by "contour mowing". This will be similar to the fairway and rough edges of a golf course. - Three levels of landscaping are recommended: Native, Transitional, and Traditional The landscape design creates a recognizable pattern in the landscape that orients visitors and provides clues to"way finding" ' ■ Consistent and traditional planting .of shade trees along arterials. ■ Dominate planting of a theme street tree species within each neighborhood/phase. ■ Use of Canada Red Chokecherry where pathways intersects the alleys and streets. ■ Clusters of Aspens at focal points such as development entry or pedestrian intersection in the greenway. ■ Consistent development of the greenways along the project perimeter. The plan shows a hierarchy of parks and open spaces to serve community and the neighborhood's active and passive recreational needs. ■ Meyers Park Meyers Park includes a five acre lake that has a ' wetland fringe and fisheries component. A future .. boardwalk out the deepest area of the lake will allow for easy access for fishing. This area will include areas for walking, fishing and observation and will be include a full range of landscape treatments from natural areas to manicured park areas. - 3 - Valley West Parks Master Plan Bozeman,Montana • Extensive planning and construction activities were a central focus of completing the design for a 5-acre lake. The lake has a wetland fringe around the edges. These _ , edges received wetland sod that was harvested from nearby wetlands to provide an adequate seed source and erosion control. The shape of the lake has undulating edges to increase shore line area, but to also provide visual interest and opportunities for wildlife enhancement. A small pond was constructed on the east side of the lake and is fed by groundwater. The lake has two water control inlets and outlets feeding the Maynard-Border Ditch. On the east side of the Maynard-Border Ditch, a more formal park area is planned. This area will contain a sand volleyball court with benches for spectators. In addition, a large park shelter will be available for picnics, neighborhood parties and general public use. The shelter is located in close proximity to on-street parking and will have many trash receptacles in close vicinity. An open space to the south of the shelter will allow for family games and other staging events. Meyers Park extends south of Cascade Street.in an area that was completed in phase I and phase 2 of the PUD developments. In phase 1 extensive woody species restoration took place along the Maynard-Border Ditch. These wetland species are supplemented with a drip irrigation system. Other items in this park area include gravel trails, benches and open space. A small playground area was installed in 2003 that contains a buck-a-bout, a slide and a swing set. It is planned for 2005 to increase that playground to include more play elements, provide greater opportunities for kids ages 2-12 and to become the central focus of the playgrounds for the PUD. ■ Adam Bronken Memorial Park These fields are currently under development. The surface is covered with turf grass that has full irrigation. The master plan shows connections from this park area to the lake with a series of trail and boardwalks. The fields are owned and operated by the City of Bozeman. Valley West provided the land for the complex. Also included in the developments is a 141 car parking lot that will have asphalt paving. A bathroom building is planned and will contain concession space and maintenance equipment storage area. The soccer fields will serve as the primary active use area for the Valley West PUD as well as surrounding developments. ■ Baxter Natural Area The Baxter Natural Area consists of a reclaimed wetland complex along Baxter Creek. The wetlands, a requirement for the development's mitigation, will consist of series of small ponds and wetland fringe. Woody species will • -4 - Thessibility of the "Wildlife ObsTRation Tower"will be 10 determined by the City and the RPAB during review of the corresponding Valley West Parks Master Plan p g Bozeman,Montana phase of development. • be added to enhance the complex. A wildlife observation tower will be located in the middle of the complex to allow for viewing of the area and throughout the subdivision. Boardwalks will be used to transverse the sensitive wetland areas and a trail system connect to the Baxter trail system and the east-west sides of the subdivision. On the southwest corner of the natural area, there will be a flat, open area of typical park land that is fully irrigated. This flat, open space is approximately 2.5 acres of unprogrammed space. The design of the space may include some berming along the edges with trees around the perimeter. The area will have a direct connection to the Baxter Creek, which will serve as a buffer between the wetland habitat and more active use space. ■ Wing Lake Park Wing Lake Park will be the premier destination for the neighborhood and community residents alike. The existing water body will be enlarged as gravel is extracted for the use in building roads for the subdivision. Upon reclamation of the pit, the lake perimeter will be designed for active and passive recreational uses. The lake shall include a natural and varied shoreline with a low transition angle and will have a maximum depth of 20-25 feet. The recreational uses include a continuance of the gravel trail system which will connect to development from the south and west. A 24-stall off- street parking lot will be built off of Brookwood Drive, along Laurel Parkway. A park entry feature will be placed off from the -parking lot, which will include a display of national, state and local flags, surrounded by a public art display area. Two picnic shelters will be placed nearby the parking lot, both taking advantage of the views across the lake and access to the other site amenities. A tot-lot (ages 2-5) and h 4 school-age playground (ages 5-12) will be placed just south of the picnic area. A Y concrete sidewalk will surround the play area and connect it to the parking lot. Both pieces of playground equipment will comply with the City of Bozeman Parks Standards and will provide ADA accessibility. A play structure has not been selected, but will be submitted for approval by the City. In addition, a large amphitheater will be built just south of the commercial area. The amphitheater will be available for day-use activities and will be considered an amenity when attracting buyers for the commercial lot located to the north side. The purpose of this feature is to provide daytime opportunities for outdoor concerts, impromptu gatherings and serve as an educational area regarding the lake. • - 5 - Valley West Parks Master Plan Bozeman,Montana A dock and pier will provide water access to non-motorized boats and other activities around the lake. A park user may want to canoe over to the island located in the center of the lake. The island will have a mini-dock to allow people access onto the island. Access onto the lake will be limited to the City's standard park use hours. In addition a plaza area is planned near the amphitheater and dock. This plaza will have seating available for 100 people and will have the opportunity to connect to the commercial lot. A canvas-like shade structure will be constructed to provide additional microclimate control for wind and sun. The remaining south and west perimeter of the park will be designed as passive use areas and a wetland mitigation project with consideration to improving wildlife and waterfowl habitat. A gravel trail is the only planned amenity for this part of the park, with some woody plant establishment and native grasses. This will also help serve as a buffer to the adjacent residential lots. The initial phases of the parks and open spaces include landscaped greenways and natural parks. The initial improvements provide pathway and trail connections to the City's trail system -as well as connections between streets within the first neighborhood. The greenway will a variety of passive and active recreational uses and built in opportunity for additions by future• residences. • Pathway surfacing includes soft and hard surfaces to accommodate a variety of uses and users. Unpaved pathways in the Meyers Park are in keeping with the natural character of the natural park. • A large open green space developed in Meyers Park will accommodate a variety of uses from unstructured field sports,to kite flying to event staging. • Midway along the park, located south of the proposed greenspace, plantings create smaller scaled and shaded spaces for development of a picnic area and expanded playground. The landscape concept is environmentally responsible, sustainable and well integrated with infrastructure. ■ Plantings in drainage swales will be informal and placed to take advantage of supplemental moisture. ■ A hierarchy of landscaping is proposed requiring various levels of maintenance and water. Natural wetland areas will be enhanced with streamside and waters edge plantings. Existing cover of native grass will remain undisturbed. Disturbed areas will be reseeded with native species. Grass in these areas will receive not supplemental irrigation. Plants will be temporarily dripped to aid in establishment. Maintenance requirements will be minimal once the grass is established. • - 6 - ,* Malley West Parks Master Plan Bozeman,Montana - Transitional areas will be seeded with a broad-spectrum seed mix of native and adapted sod forming species. These areas will receive supplemental water from an automatic, spray irrigation system. These areas occur along park edges. The level of refinement will be determined by maintenance practices. More frequent mowing and watering will yield a more refined appearing landscape. Maintenance will consist of some watering and periodic mowing. The trees in these areas will be drip irrigated, as the amount of water the transitional grass areas will receive will be less than required to establish healthy trees. Traditional Landscape Areas will be seeded with turf grasses (or sodded). These areas will be automatically irrigated using spray irrigation. The appearance will be traditionally suburban in style. Maintenance will consist of regularly mowing and watering. Visually, these area will relate to the expected style of landscaping of properties through out the development SPECIFIC SITE AMMENITIES Irrigation Systems Irrigation systems will be compatible with Maxicom systems. All irrigation lines shall be schedule 40 and installed at a minimum depth of twelve inches, main lines at eighteen inch minimum depth, with a sand bedding to prevent settling. Sprinkler heads will be installed on manufactured swing joints.. Electrical locate tape will be installed along all lines. Heads shall be gear driven, unless noted otherwise, and shall be capable of • producing the specified GPM and coverage area. Upon completion of installation, all warranty and maintenance information, as well as well logs and pump warranties and information, if applicable, and an "as-built" drawing will be supplied to the City of Bozeman Parks Division. The water sources for these parks are wells that are located throughout the subdivision. The wells have been drilled to an average of 60 feet in depth. The maximum output of water is 35 gallons per minute. Additional water rights were pursued; however, the time and expense associated with attempting to gain these rights outweighed the costs for additional wells. Playgrounds Playgrounds must be installed on property owned by the City of Bozeman. All playgrounds must be approved by a Certified ' Playground Safety Inspector (CPSI) and meet ASTM F1487-01, CPSC and ADA guidelines and specifications. Playgrounds shall be age appropriate, for area served, and be signed accordingly. There must be an adequate use zone area around equipment, approved material in use zone, which meets impact attenuation criteria as specified in ASTM 1292, and adequate drainage. All installation plans, materials list, construction guidelines, maintenance information and manufacturer's name must be supplied to the City of Bozeman's Parks Division, upon completion of playground installation. All work will be overseen and approved by a CPSI. - 7- Valley West Parks Master Plan Bozeman,Montana • Two major la rounds will be within the subdivision. The first playground area is in J p Yg P Yg Meyers Park,just south of Cascade Street. Simple, free-standing playground equipment was installed in 2002 and was from the manufacturer "Gametime." The three play equipment pieces included a"buck-a-about," a spiral slide and a swing set. A small sand box was built as well. The play area surfacing consists of"Fibar" Mulch, whit a drain system underneath. The drain extends into the Maynard-Border Ditch and keeps the wood fibers dry. In 2005, this playground area was expanded with a majors3 play complex provided by J.._. "Landscape Structures." This complex provides 28 additional ' play components, r � with a total of 7 accessible components. The expanded ,. W play set meets or exceeds the requirements for ADA - components accessible: The playground is designed for. children ages 2-12. All play surfacing is "Fibar" mulch, s k � a similar to that which was installed in the.other area. The second playground at Wing Lake Park'has:two separate areas for a tot-lot targeted for ages 2-5 and a school-age play structure targeted to children ages 5-12. It is anticipated to continue to have high quality equipment installed in this park system. All play equipment will be approved by the Bozeman Parks Department. The HOA will be responsible for requesting from the City annual inspections of all playground equipment. Gravel Trails & Bridge Crossings All gravel trails located within the subdivision will be constructed to meet the City of Bozeman trail standards. The trail width will be a minimum of 6 feet. Construction of the trail will be as follows: first, ��� the trail will be excavated 4 to 6 inches deep, prior to ' t installation of tread mix. The tread mix shall be 3/8 m inch minus gravel (natural fines) with 20% clay binder. The trail will have a slight crown for improved runoff, but the slope will comply with ADA standards. The trails will then be compacted to a 95 percent density. There are several areas that will need bridge crossings to cross creeks, ditches and even wetland areas. The bridges will be constructed to span sensitive wetland areas, providing • - 8 - • Valley West Parks Master Plan Bozeman,Montana • minimal impacts to the site and existing vegetation. The bridges will be constructed of a low-maintenance material, suitable to the surrounding environment. The developer will be responsible for installing these structures and ensuring that they meet all regulations. Site Furniture & Amenities Valley West will have furniture that is unique to its identity and use as a way- finding tool within the park system. It is anticipated that the park will contain benches, picnic tables, trash receptacles and bike racks to accommodate the users of the park. The developer is currently in the selection process for site furniture. Whatever is selected, it must be vandal-resistant and low-maintenance. It is anticipated that site furniture installed by the developer will carry the Valley West diamond logo. All site furniture will meet the approval of the Bozeman Parks Department. Public art is desired to be placed within the park system, and special accommodations have been made in the Wing Lake area to provide a setting potential displays. The design team has contacted the Montana Arts Council for a list of potential artists. A request for proposals will be issued to artisans for display of outdoor art. No specific art theme is determined; however, the developer has indicated a desire for many different types of displays. Liability and maintenance requirements -will need to be developed in conjunction with the City to implement this portion of the master plan. Also in he Wing Lake Park area, a 120-person-amphitheater is planned to provide a venue for outdoor., concerts, • gatherings and spontaneous shows. The amphitheater will be 4e constructed out of either stone or concrete block and blended , into the overall landscape. The theater will provide .ADA accessibility, but it is not currently planned to host events ' past normal park hours. -- Off-street parking is provided to accommodate any additional users for such special events. Future parking associated with the commercial area development can be utilized as well. The 24-space parking lot will be along the east side of Wing Lake Park and will have curb, gutter and asphalt. There will be two access points onto Laurel Parkway from the lot. In addition, an outdoor plaza area is planned at the southwest corner of the commercial area at Wing Lake. This plaza can provide accommodations for 100 people and may be used for lunch time or may be rented out for special events such as weddings. The hard-surfaced plaza will be draped with a canvas-like structure to provide microclimate control for shade. Fishing docks are provided at both Meyers and Wing Lake. These docks will provide access to the fisheries that will be provided at both lakes. The docks and trail boardwalks will be constructed of a recycled or `plastic' lumber material that will provide minimum maintenance and high aesthetic value. All boardwalks constructed through sensitive • - 9 - 0 Valley West Parks Master Plan Bozeman,Montana • wetland zones will provide ADA access, but allow plant material to survive thus enhancing the wetlands. Parks Maintenance Plan The park system within Valley West is diverse and requires different subsets of maintenance considerations within this area. Because over 90 acres of this area is dedicated for parkland, the master plan allows for certain areas to remain in a native, natural state versus a manicured park for ease of maintenance and to maintain species diversity. Depending on seasonal moisture, native grasses will be mowed 3 to 4 times per year; the first time at the end of May, the second time in mid-July, and the final time occurring in mid-October. The mow height will be a minimum of 4 inches, with 6 inches being preferable. A noxious weed control program has been established with a local contractor. A yearly property check with spot spraying as required occurs in the month of June. This event is coordinated with the County Weed Supervisor, the. NRCS agent and the City of Bozeman. This program can also be used:to control .the weeds in gravel parking areas and walkways with spot application of a weed control agent, as required. The City of Bozeman shall be notified of any and all applications,of:pesticides and/or herbicides on public lands. Signs shall be posted prior.to application in appropriate and noticeable locations identifying the product applied and the date to be applied. Signs will remain in . place for a minimum of two (2) .days after treatment. Records shall be maintained in accordance .with State of Montana Pesticide Act, Administrative Rule 4.10.207 and copies submitted to the City of Bozeman Parks Division. Turf grass areas will have a mow height of no less than 3 inches and be allowed to grow to 4 or 4-1/2 inches before being mowed again. Bluegrass lawn areas require roughly 12 inches of water between June 1 st and September 1 st. At peak demand this means roughly 1 inch of precipitation per week in lawn areas. For mature lawn areas, this water will be spread evenly through the week and in less frequent, deeper soakings. Fertilizing of grass and lawn areas is to be done as necessary, but not be overdone to minimize water needs and mowing and to protect sensitive areas. Lawns which have irrigation at head to head coverage will have two applications of fertilizer: The first will be a blend of 17-17-17 in May and then will have an application of 27-8-8 in mid summer. As the lawns are establishing, the rate of fertilization will be approximately 40 lbs per 10,000 square feet. An established lawn will be fertilized at a rate of 60 lbs. per 10,000 square feet. Areas which are "partially irrigated" or have only a single row of heads may be fertilized in a similar way, except the mid-summer application of 27-8-8 will be less, due to less water get the nitrogen to the grass roots. Bi-annual soil test will be taken to assess soil nutrient contents and adjust fertilizer rates accordingly. • - 10 - 0 »! Valley West Parks Master Plan Bozeman,Montana • Any seed mix that has no irrigation or areas within 50 feet of a stream or wetland will not be fertilized and has no plan for regular application of fertilizer. This will minimize excess nutrient run-off that will adversely affect the water ecosystem. Trees and shrubs located within this corridor will be monitored and if deemed that they need fertilization, the use of capsule fertilizer will be utilized. In areas outside the corridor, the shade trees will be fertilized in April with 16-10-9 plus iron and zinc. Once trees and shrubs are established, they will be fertilized with tree food spikes. Do not fertilize trees and shrubs past mid-July. Pruning of evergreens will occur in June. Shade trees will be pruned in April, except maples and birch. Maple and Birch species will be pruned in mid to late July. All tree trimming and pruning must be performed by a certified arborist as outlined in City Ordinance 12.30.040 in coordination with the Forestry Division. General monitoring for pests and diseases will be done throughout the year. Trees and shrubs will be deep watered right before the ground freezes. All trees on public property are subject to City of Bozeman permits and ordinances as outlined in City Ordinance 12.30.040. Concrete sidewalks located in the public right-of--way will-have the snow removed within 24 hours of the end of any snowfall .event as-per Bozeman;Ordinance 1529. The responsible party will be the subdivision's home.owner's association. Gravel trails will • not have a regular snow removal schedule. Certain park areas have ground cover which requires full or-partial irrigation. In areas where a full turf-type lawn is desired, an irrigation system will be placed with head to head coverage. In borders next to areas desired to be left in a native grass state, a single row of heads is placed to allow for minimal watering to allow for that transition. The irrigation systems are fed by wells drilled on site. The irrigation system will need to be monitored to watch for breaks, vandalism and overall needs of the site. The irrigation system will be charged in April, after the frost has left the ground and plant material begins to grow. All of the manual drain valves will be turned to the closed position. The power for the well pump will be switched to the "on" position. Program or adjust the controller for the current month's watering needs. Check all heads to ensure that there is no breakage and that proper coverage is attained. Each month the heads and controller will be checked and adjusted for the weather. When repairing the sprinkler heads using different brands or nozzles are not recommended. This ensures that the coverage is efficient for the working pressure and disperses at an equal precipitation rate. Ensure that the heads seated at a level which it is not damaged from mowing or maintenance equipment. Be sure to periodically check the drip emitters around the trees to ensure they are functioning properly. • - 11 - • • Valley West Parks Master Plan Bozeman,Montana • Winterization of the irrigation system typically occurs during the last week of October. At this time, the power to the well pump will be turned off. All manual drain valves will be opened. Use a high-powered air pump to connect to many of the quick coupler valves around the system. Run air through the system, opening and closing each valve zone, until all of the water is completely out of the system. Turn off the controller and leave the water off until spring. If winter watering is necessary, this must be done manually from a tank to avoid damage to the system. Areas with higher use such as picnic structures and tables will need weekly garbage service. The park system is currently maintained through the Homeowner's Association and these types of services will be included in that overall maintenance. Implementation All park and open space areas will comply with the City of:Bozeman requirements for implementation. Each preliminary plat subdivision phase will provide detailed landscape and irrigation plans in accordance with the overall master plan for any park land in that particular phase. Site grading, seeding, well development and irrigation infrastructure will be installed as required for subdivision regulations. All soils to be used on public park land shall be inspected by and meet the approval of City of Bozeman Parks Division Staff prior to installation and shall meet the minimum depth requirement of 1.0 inches. The developer has installed well over a half million dollars of improvements to date. In addition, the developer is installing all trails; bridges and concrete.walk spurs. Boulevard trees are required in the CCR's of the PUD and the-developer has installed them in all phases of the development to date. Additional amenities not required of the developer, but will be included in park improvements, include playground equipment, surfacing and drainage; benches, picnic tables; picnic shelters, volleyball court and additional amenities to enhance the development of the PUD. 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SECTION TOWNSHIP I RANCE MAIERLE INc e2..,. .. n xN !,m•� PRINCIPAL MFRIOIAN,MQNTANA �25 25(�5�0 C IFNT:ASPFm e� ` GALLATIN TTTEEE COUNTY, MONTANA SCALE:1"=2� FIELD WORM DATE:10/10/05 Fk%T D DDA..OcL/12/2005 DRAWN BY: JCP SCALE: N:.ues Oo] mmwrz\ (Th18 DIDwII,p Has D•Dn RBduCBfn AREA-1 NIBrt.duq , CHECKED BY'515-- PROD ,IMAM- I SHEET I 5 • 3 • i • Utilities This section is a response to the requirements of the City of Bozeman Zoning Ordinance Section 18.54.060 and the City of Bozeman Subdivision Regulation Section 16.18.050 relative to Utilities. Affected Utilities All affected publicly and privately owned utilities have been notified and provided copies of the Concept Plan for the Valley West Subdivision Planned Unit Development and Valley West Subdivision — Phase #1 Preliminary Plat. These include: • Northwestern Energy (gas and electric) • Qwest Communications • Bresnan Communications Copies of the letters to each of these utilities requesting design input are included at the end of this section. Electric/Gas Northwestern Energy will provide natural gas and electric service to the development. These facilities will be located in alleys and utility easements for individual service drops and junction boxes will be provided on the rear of each • lot. Electric and natural gas lines will be placed underground. Cable Television Bresnan Communications will provide cable service to the development. Telephone service QWest Communications will provide local telephone service to the development. All utilities serving the development will be installed underground within alleys and utility easements provided on the plat for each individual phase of the development. Facilities will be installed concurrent with the phased development of the project. 1 • 4 I VALLEY WEST SUBDIVISION PRELIMINARY PLAN • ADJACENT LAND USES f AS AS AS AS AS AS AS u F � z F 0 tr INN M- E 1N Al 0 oo f GO AS cr A�,� A�5 S p o AS AS o ® rEn MINOR SUB 3 0 253 0 98 D.IAMONb RJIB' I ? f wwc owmn 1�11 ;Jima ranuar awanw man .emu-nett AS- Todt 0 -- SCALE:1'=50 B (Thla Drewinp Has Been Reducet) • —lte�mti lend l I ' I ILI I WY OF BOZEMAN BOUNDARY AS AS AS II J DEVELOPMENT BOUNDARY �e ' R3 V F=1 BLOCK BOUNDARY 4J PARK WEfIlWDS ° N AS AS AS R4 o MTKOR S NISION 3(t5 O PARKS co R Q 4 RESIDENTIAL o� ROK AS AS AS B P — BP COMMERCIAL , MO,t ION pR ti' V g ON �o n BP OND - JII ZONING DESIGNATION R 3 IN ASSOCIATION WITH: AI MORRISON VALLEY WEST a RLEZ M PRELIlMQNARY PLAN aspen aLEN ADJACENT LAND USES ,E,+r��„oneiatass enterprises,I.I.C. PLOTTED DATE: 11 woe Flk1D WORK • DATE:tcHo/ee DRANOI6 NAPE: DRAWN BY ICP ruc.t• ROD' tip CHECKED BV - PROJ • • �� . ram, 0 • VAUGHN Environmental S e r v.i c e s 8353 Saddle Mountain Road • Bozeman,Montana 59715 Phone:406-586-6909• barbara—vaughn@hotmail.com Attn: Jean Ramer US Army Corps of Engineers Helena Regulatory Office 301 South Park,Drawer 10014 Helena,Montana 59626-0014 Re: Corps File No. 1998-90-014 August 17, 2001 Dear Jean: The enclosed submittal was compiled in response to your July 19 letter requesting additional information on changes to the Valley West development project located in Bozeman, . Montana. Each mitigation site proposed for enhancement and/or creation is described on the following pages according to Cowardin wetland system, specifically lacustrine, riverine, and palustrine. I have included a black and white map that shows the jurisdictional wetland boundaries and identification number(i.e. W-4),the proposed mitigation area boundaries, and the proposed development boundaries. A second color map defines the mitigation areas by, wetland system and areal extent and shows various land uses within the subdivision. A summary of the extent of impacted and post-mitigation wetlands was presented as Table 1 at our May 10 meeting. I have enclosed a copy of a revised table that reflects design changes made since our meeting. There is a proposal on the table to donate 8.5 acres of land to the City of Bozeman for a school. The area-lies directly south of the Bronken Park soccer fields. Two acres of the north half of-W-2 -(D) will be affected.- There will'still befewer acres of impacted wetlands associated with the current layout. A reduction in the number of soccer fields and preservation of a majority of the north half of W-2 (D) will result in a 6.5-acre reduction in overall wetland impacts. Total wetland impacts have been reduced from 86.9 acres for the 1998 development proposal to 80.4 acres for the current development design. The extent of proposed onsite mitigation wetlands under the current plan totals 82.8 acres. Wetland mitigation acreage and park space comprise 3 1%of the entire development. I'have enclosed the original mitigation addendum submitted by Wetlands West on February 18, 1998, for reference. The addendum consists of cross-sections (Exhibits A through D) and a brief narrative describing each mitigation site. Mitigation plans have not been modified from the original submittal for a majority of the project. The primary design change involves what was referenced in the original submittal as the Valley West Shallow, Spring-fed Waterfowl Ponds (Exhibit B). The ponds were to be constructed in an upland area west of Baxter Creek, 0 which would have required extensive excavation. The small spring identified as NV-4 would have been the primary water source. The current project team questioned whether sufficient volumes of water would be available to maintain optimum pond depths. A decision was made to instead • preserve, enhance, and expand the wetland area east of Baxter Creek that includes a majority of the north half of W-2 (D). This area is proposed for enhancement/creation of a series of shallow wetlands and waterfowl ponds. Details are discussed under the palustrine wetland system. In reference to your question about acquiring an easement on the portion of Baxter Creek outside the property boundaries, the property owners have agreed to initiate a dialogue with the adjacent landowner. The landowner has no immediate plans to change the agricultural status of the land, which is currently used for grazing cattle. This segment of Baxter Creek is also included in the trail corridor proposed by the City of Bozeman, which may help the negotiation process. The trail is discussed in the riverine section. If you require further detail on the proposed changes or have questions on the information submitted, please call my office at (406) 586-6909. Thank you very much for your input. I look forward to hearing from you soon. Sincerely, 1 Barbara Vaughn Cc: Rick Barber • Enclosures: Valley West 404 Permit Modification Revised Table 1 Map of Existing and Post-Mitigation Wetland Boundaries Map of Subdivision Land Uses �..��y,.eal yvv rermit tilodification August 17, 2001 Yal! West,LLC Alk Page 1 VALLEY WEST 404 PERMIT MODIFICATION Lacustrine System: Includes the 12-acre Valley West Lake and the 5-acre Community • Park Lake. The design for the Valley West Lake has not changed significantly from the original permit (Exhibit A). The excavation will be used as a gravel source for roads until build out has occurred, approximately seven to ten years. At that time, the gravel pit will be allowed to fill with groundwater for final use as a public lake for fishing, bird watching, picnics, and other outdoor activities. A 600 permit will be obtained from the Department of Natural Resources (DNRC)prior to completion. The lake will be recontoured to maximize shoreline distance and variation. The slopes leading to the shoreline will be gently graded for safety, accessibility, and aesthetics. An emergent wetland zone vegetated by native carex species, juncus species, spikerush species, bulrushes, cordgrass species, and cattails will occupy the first contour below the water surface. This zone will extend from the shoreline to a depth of approximately two feet and encompass 25% of the lake surface area. The lake bottom will slope fairly steeply from the submerged wetland shelves to the next contour at six to eight feet to prevent the growth of aquatic plants. Terraces will be constructed at six to eight feet for placement of large rocks and woody debris to provide cover for fish. Between 33%and 55%of the lake surface area will be excavated to 12 to 15 feet to provide fish with adequate dissolved oxygen and livable habitat during temperature extremes. Pat Byorth, the Gallatin/Madison County Fisheries Biologist, agreed to stocking the lake with westslope cutthroat trout, a native species that is relatively easy to catch. A Fish Pond Permit will be obtained from the Montana Department of Fish, Wildlife, and Parks (FWP) prior to stocking the lake. Approximately 2 to 3 acres (20%of the total surface area) at the edge of the shoreline will be comprised of soil saturated from the ground surface to one foot below ground • surface (bgs). These wetland fringe areas will be vegetated with a combination of native carex species, bulrushes, spikerush species, reeds, and grasses transitioning to salix species and shrubs at the outer edge of the wetland fringe. The final selection of plant species, material types, and location will be based on post-construction water depths, cost, and availability. No changes from the original per►nit are proposed for the 5-acre Community Park Lake. Gravel from the excavation will be used for road construction in the southeast block of the development (Phase I of the present design), currently scheduled to begin in fall 2001. Groundwater will be augmented with surface water appropriated from the Maynard-Border Ditch. The 600 and 620 permits will be obtained from the DNRC prior to completion. The lake will be ---an off-stream reservoir constructed with inlet and outlet channels and inflow and outflow structures approved by the FWP. Based on input from Pat Byorth, the flow structures will allow the migration of brown and brook trout to and from the Maynard-Border Ditch. The depth contours of the lake will be constructed in a similar fashion to the Valley West Lake as shown on Exhibit C. A 310 permit will be obtained from the Gallatin County Conservation District prior to the onset of construction. Riverine System: Includes the Baxter Ditch (5.32 acres), the Maynard-Border Ditch (6 acres), and Baxter Creek(5.6 acres). The Baxter Ditch was relocated in 1999 to a 75-foot corridor adjacent to" Cottonwood Road. Water in the ditch currently flows year-round. In-place enhancement of the Maynard- Border Ditch was completed in 2000. The waterway is currently a perennial system located • within a 100-foot corridor that will be protected from development. As part of the special Valley West 404Permit odifrcation August 17, 2001 Valley West,LLC W AM. Page 2 conditions of the 1998 404 permit, vegetation monitoring was conducted on the Baxter Ditch in 1999 and 2000 and on the Maynard-Border Ditch in 2000. Field monitoring for both systems was completed during the first week of August 2001. The report will be submitted in late August or • early September. The original permit submittal proposed to replant the Baxter Creek corridor with willows, trees, and shrubs. The past owners also considered improving the fisheries by manipulating the stream channel. The current owners have decided to benefit the overall project by enhancing the stream corridor to provide better habitat for fish and wildlife and to improve aesthetics for residents and public users. The Bozeman Area Parks, Open Space and Trails POST Master Plan (August 1992) has delineated a trail corridor along the east side of Baxter Creek that will extend from Durston to West Babcock. The trail system is an important component of the overall development design. Construction on Baxter Creek is scheduled for completion within the next three years. A 310 permit will be obtained prior to construction. Baxter Creek is in relatively poor condition as a result of previous land use practices. The stream channel is overly wide and lacks pool habitat. Several of the banks are eroding and need stabilization. Moderate regrading and revegetation will stabilize the stream banks and improve the floodplain and riparian area. The fisheries will be enhanced through development of pool and run habitat. The stream's small size will likely limit its use for fishing. A stream restoration/fisheries specialist will provide oversight on the enhancement design and construction. An unimpacted, stable reach of Baxter Creek will be used as a reference channel. Several representative pools, runs, and riffles of the reference channel will be surveyed to generate data on maximum, minimum, and average width/depth ratios to determine channel dimensions. Cross-sections will be generated for typical pool, run, and riffle segments. The frequency of pool/riffle complexes will be based on the reference channel, hydrological • constraints of the system, and input from the FWP Fisheries Biologist,Pat Byorth. A variety of plant materials will be used to revegetate the riparian corridor. The lower- and mid-bank slopes of Baxter Creek will be planted with a combination of wetland sod mats from on-site sources, wetland plugs, and seeded herbaceous species. Carex species will be planted on the lower banks using sod mats and/or plugs. Baltic rush and creeping spikesedge can be planted from seed, if available. Some of the grasses planted on the streambanks may include mannagrass, meadow foxtail, slender wheatgrass, canby bluegrass, and strawberry clover. Willow cuttings at least 1 to 2 inches in diameter and 3 to 4 feet long will be planted higher up on the bank slope. The cuttings will be soaked for at least 3 to 4 days and then inserted to base flow -groundwater depths with the use of a dibble bar. Willow species planted from cuttings may include yellow, sandbar (slender), and Booth. Plant community clusters using a variety of containerized and ball and burlap materials will be planted on the top of bank. Species may include red-osier dogwood, alder, hawthorn, chokecherry, serviceberry, plum, and black cottonwood. Shrubs such as golden currant and Wood's rose will be planted in the transition zones between the riparian corridor.and uplands. Palustrine System: Includes existing wetland W-2 (D) (10.5 acres), created wetland east of Baxter Creek(2.5 acres), and existing spring W-4 (1 acre). Shallow water wetlands (moist soil impoundments) and waterfowl ponds (deeper water wetlands) will be created/enhanced in the topographically low areas east of Baxter Creek. The • location and excavation depths of shallow water wetlands and deeper water wetlands will be _ _.....__.__ August IZ, 2UU1 Valliy West,LLC Page 3 based on existing topograp y and onsite groundwater monitoring data. The-area east of Baxter Creek(2.5 acres) will be excavated to an elevation that results in saturated to.seasonally flooded soil conditions. Vegetation consisting primarily of upland woody shrubs and trees will be planted to provide a buffer between Baxter Creek and the 2.5-acre shallow wetland. The mitigation area encompassing the north half of W-2 (D) (10.5 acres) will be expanded to incorporate a series of shallow water wetlands and deeper water waterfowl ponds. The isolated spring (W-4)will be deepened and widened to create a small, open water pond with a meandering outlet that flows to Baxter Creek. The spring presently flows north in a straightened ditch until it disappears in the middle of an upland pasture. The 2.5 acre and 10.5 acre wetlands will be separated by a vegetated upland trail corridor located on the unpaved road that runs north to south from Durston to West Babcock Road. This corridor is part of the Bozeman Trail Master Plan: Construction of the palustrine wetlands is scheduled for completion within three years. The primary goal in providing habitat for wetland dependent birds is to create an environment that promotes species diversity and abundance. The highest bird numbers and diversities are associated with a relatively even balance of open water interspersed with emergent vegetation. Several cover types are required for food, shelter, nesting, lodging, and predator protection. The design will incorporate a highly interspersed mosaic of relatively small areas (>100 ft2 but less than 1 acre) of different vegetation classes within the wetland complex. The bottom contours within the wetlands and the wetland/upland edge will be varied to provide additional diversity. The shallow water wetlands or moist soil impoundments will have water depths ranging from the ground surface to 1 foot deep. Non-persistent emergent plants such as mannagrass, millet, smartweed species, and spikerush species will be planted to provide large seed crops to attract migrating shorebirds and ducks such as teals,mallards, and pintails. Deeper water persistent emergent wetlands will be created for nesting waterfowl. Exhibit B from the original permit shows a typical plan and cross section of a waterfowl pond. The • ponds will have water depths ranging up to four feet to facilitate diversity and provide open water within the vegetation cover. Shallow (<2 feet) wetland shelves will encircle the pond perimeter for optimal vegetation growth and safety. Slopes above the shore line will be graded to 6:1 or greater. Selected vegetation will include tuberous bases preferred by herbivores and submergent plants that provide food directly or serve as substrates for invertebrates. Potential food sources include spikerush species, mannagrass, bulrush, carex species, smartweed species, arrowhead species, ladak alfalfa, and strawberry clover. Cover needs vary from species to species making it important to provide a variety of cover types. Cover/nesting habitat will be provided by a combination of spikerush, bulrush, carex, alder, dogwood, hawthorne, chokecherry, basin wildrye,tall wheatgrass, alfalfa, and strawberry clover. Final plant species selection and location will be based on post-construction water depths, availability, and cost. Plant materials may include wetland sod mats from onsite sources, wetland plugs, containerized plants, and seed. Wetland sod removed during construction, where necessary, will be salvaged and replanted on exposed soils. The shallow wetland and waterfowl pond complex will be located adjacent to the soccer fields and potential school site, providing an excellent opportunity for educating the public on wetland ecosystems. The complex will be designed to incorporate nature trails with interpretive signs, waterfowl viewing areas, boardwalks, and benches. Human traffic will be directed away from sensitive nesting sites. If possible,this area will be designated as off limits to dogs and cats. • DEPARTMENT OF THE ARMY • CORPS OF ENGINEERS,OMAHA DISTRICT 215 NORTH 17TH STREET OMAHA,NEBRASKA 68102-4978 • REPLY TO ATTENTION OF September 27, 2001 US Army Corps of Engineers Helena Regulatory Office 301 South Park Avenue, Drawer 10014 Helena, Montana 59626-0014 Phone: (406) 441-1375 Fax: (406) 441-1380 RE: Corps File No. 1998-90-014 Ms. Barbara Vaughn Vaughn Environmental Services 8353 Saddle Mountain Road Bozeman, Montana 59715 Dear Ms. Vaughn: I have reviewed the information describing the proposed modifications to the Valley West project dated August 17, 2001. Regarding the proposed impacts: • 1. I will need information describing the impacts to aquatic areas resulting from construction of the pedestrian trail. In our phone conversation today, you indicated that there may be potential to locate the trail to avoid and minimize impacts to W-2(D). It is acknowledged that the reduction from six soccer fields to five will eliminate impacts to part of this wetland. In order to ensure the anticipated fill areas are accurately quantified, please let me know what the expected impact area will be resulting from the trail construction. 2. The modified layout shows four road crossings on Baxter Ditch and one on Maynard Border Ditch. Please provide information describing how the crossings will be constructed and how much surface area will be affected. The original permit accounted_for the impacts_relating to the relocation of _ Baxter Ditch and two road crossings, but did not quantify the impacts to the Maynard Border Ditch resulting from the Cascade Road crossing. I anticipate minimal fill areas at these locations, however, they need to be accounted for in the modified permit. Regarding the mitigation plan: 1. Based on Table 1, the original replacement ratio (acres created:acres impacted) was .6:1. The modified mitigation proposal is consistent with this ratio. Acres created / Acres impacted = ratio Original Permit 52.1 / 86.9 = .6 Modified Permit 47.92 / 80.4 = .6 • As we discussed today, I intend to modify the permit when I have details on the road crossings and the trail. If the total new impacts exceed .1 acre, additional mitigation will be required. The expiration date will likely be extended to allow full buildout, but will not exceed 7 years after the modification is finalized. Please contact me if any of the above needs clarification. Sincerely, IJ an Ramer roject Manager Helena Regulatory Office CF: Rick Barber Valley West, LLC 3599 Sourdough Road Bozeman, Montana 59715 • Durston Road PRIVATE ERSHIP ' O es W-1 W-2(C) HERITA"' GE CHRISTIAN i 'SCHOOL W-2(D) 3.75 Acr i s � I W—q Toole Street i 4 Acre 12 Acres W-3 W-2(E) 1.75 res res Cascade Street W-2(D) W-1 —2(A) • cre W-3 lW 2(B) JURISDICTIONAL WETLANDS i • • � 2 Acres , i > oLkix. West Babcock °o w c x Street Oo W c U �m N WU O U 3 N I rn aw af MITIGATED WETLANDS LACUSTRINE WETLANDS PLAN VALLEY WEST WETLANDENHANCEMENT PLAN SCALE: 1' = 500' PALUSTRINE ITT VALLEY WEST PUD VwP Bozeman,MT RIVERINEPRUGH f November ELEN0N 2001 r Wetlands Plan E U ■■.■■ ■ no Own w SM SO '•u ■■ ■■ ■■ MONO' \� 7 e E�■ F s , �— s U6�1■I■■ ■ 1 E.■■ ■u■n �+ �••+yscs. `' ft�-���� � � it ■I�■�■■■: iiiii 1 o■ : �■� • 6 • Geology— Soils — Slopes This section is a response to the requirements of the City of Bozeman Zoning Ordinance Section 18.54.060 and the City of Bozeman Subdivision Regulation Section 16.18.030 relative to Geology— Soils - Slopes. Geology Hazards / Unusual Features Alluvial deposits derived from the mountains south of Bozeman underlie Valley West Subdivision. The geology does not offer geologic hazards or other unusual features that limit the suitability of the land for the proposed uses. The project area generally slopes from south to north at approximately 1.25 percent. The site is essentially flat from east to west with mild variations adjacent to streams that run from the south to the north. Ground water issues are addressed in the section titled Groundwater. The site is located in Seismic Zone 3, is a seismically active region. The risk of earthquake damage, however, is no greater than in the remainder of the Gallatin Valley. This risk will be minimized by adherence to appropriate building standards. Soils • According to NRCS information, seven soil types exist on the site. The map boundaries and distribution of soil types within the boundary of the development are displayed on the Valley West Subdivision Soils Map included in this section. This exhibit is derived from the NRCS Gallatin County Soil Survey Map. Detailed NRCS data is provided at the end of this section. Soils underlying the Valley West Subdivision are similar to those found throughout Bozeman. They are typically dark colored loams underlain by gravel. Limitations to development are primarily depth to groundwater, bearing capacity, frost heave potential, shrink-swell potential and flooding. The limitations posed by these soils are well known in the Bozeman area. Engineering and common construction practices have proven that the limitations can be overcome successfully without extreme or undo expense. Ferguson, Babcock, and Cottonwood roads have been constructed and are in use by the public. Water mains and sewer trunk systems are in place and ready for service demonstrating that construction ground water issues are very manageable. Cuts and Fills Owing to the flat terrain, cuts and fills in excess of three feet are limited to areas where over-excavation is called for in road, drainage and sanitary sewer • construction, or to improve the natural drainage of the site. To minimize erosion, the construction contract shall provide for seeding of slopes in the cut and fill • areas. Material for site grading will generally be obtained on site and all disturbed areas will be seeded. Mulching or placement of erosion control mats will be used as necessary. Methods of erosion control and revegetation shall be in conformance to the Montana Department of Environmental Quality (MDEQ) Montana Sediment and Erosion Control Manual. An MPDES Stormwater Erosion Control Plan using Best Management Practices (BMP's) will be prepared for all construction activities for review and approval by the MDEQ. Typical Best Management Practices for disturbed areas typically include: Ground cover and topsoil replacement; mulching; hydromulch seeding and hand' seeding native grass species; sediment trapping fabric fences; protection of culvert outlets; and . temporary straw bale swale protection. The construction contract will include erosion control measures to address erosion during construction. Included as pay items in the contract will be financial incentives for the contractor to comply with the Stormwater Master Plan. Payment to the contractor will be contingent on the completion of the measures prior to the contractor starting other work on the project that will disturb soil. • 2 • T�{t�:� :ems■■ ■! ■ ■ IMP ii i i r' uo:■ ! 911 MIN pQ�►(�� I , ,''^"'lam;�•:.:.�.■ ■■ ■�■■ d'� Div i>'�f�. :�S i.■■■ ■.■■ \psi �:�Y�Yd ,.�.:7.�':•'r :.i.. .1 ;;1��0 7 ■■� ;, 3.����` '., emu■� !Ye•� WEE LI � !9�5. i.. .fir •,,e>.4^•�?'i1;'�I ISol, I�� t 1f r�T � _� � � a ,�• N t•�.: I:.c: I ro 'M =� !IWON�eI� ;. . . • • - • t iQl;. • • • I • I --------------------------- — ---- -- — ------- ------- ------------ --- t II 1 I 11 I I I I I II I I I I • I I I I I I i i� I I11 I I I r , SOCCER FIELDS I I I I BOO p,`L. i {i ti l I FFP U- 44 IT LEGEND: ---- - - -- -- - PHASE 1 (34.50 AC) iH1111, H PHASE 2 (34.50 AC) VK PHASE 3 (70.00 AC) h PHASE 4 (28.00 AC) PHASE 5 AC(49.00 ) II PHASE 6 (31 .00 AC) ------ PHASE 7 (40.00 AC) o1 1 1 1 F (— Soccer (16.00 AC) W W w Fields mD, B-1 (6.00 AC) Total (309.00 AC) VALLEY WEST SUBDIVISION UPDATED PHASING EXHIBIT IN/ASSOCIATION WITH: • — MORRISON UPDATED PRELIMINARY Pk UGH_ UERLLmc. PHASE EXHIBIT aspen O m llla gl oe em.o n am•a.¢ axmn aim CLIENT,zlEa FNTFRPRISES _____—___ enterprises,�.I.C. re PLOTTED DATE: Jun/16/2005 :pr s tunh,eu.,w no=m,en a+►1D^+1 FIELD WORK• DATE:02/I6/05 DRAWING NAME: DRAWN 8Y, TODD SCALE:MS Ili\=4\010\AAG10\6MIB0S\FSONGLiPNpoSp-:03A�p CHECKED 8Y:GJS PROJ SHEET—J--OF L J • • 8 • • • • PRELIMINARY COST ESTIMATE Project: Valley West Parks-Phase 3 Phase: Preliminary Master Plan Date: March 7,2005 Prepared By: Peaks to Plains Design ITEM DESCRIPTION CITY UNIT UNIT COST TOTAL RESPONSIBILITY Gravel Trails at 6'wide-City of Bozeman 3,750 LF $ 2.50 $ 9,375 Developer Berms, soil fill includes backfill &grading 50 CY $ 8.00 $ 400 Developer Shade trees 2"-2 1/2"cal. B&B 126 EA $ 225.00 $ 28,350 Developer Ornamental trees 1"-1 3/4"cal. B&B 69 EA $ 200.00 $ 13,800 Developer Coniferous trees 5'-7' height 11 EA $ 180.00 $ 1,980 Developer Shrubs 5 gallon container 17 EA $ 35.00 $ 595 Developer Wetland mitigation by developer under separate contract LS $ - $ - Developer Seed Mix#1 Turf Lawn Seed/H dromulch 225,227 SF $ 0.04 $ 9,009 Developer Seed Mix#2 Native Seed/H dromulch 45,012 SF $ 0.04 $ 1,800 Developer Rotor Irrigation 6" pop-up seed mix#1 225,227 SF $ 0.45 $ 101,352 Developer Drip Irrigation to trees&shrubs in native lawns only 26 EA $ 54.00 $ 1,404 Developer Wells stem development including underground power 1 EA $ 12,000.00 $ 12,000 Developer Picnic Shelter 30'x30'shelter with concrete pad 2 LS $ 26 000.00 $ 52,000 By Others Picnic Table 6' length; located under picnic shelter 8 EA $ 1,100.00 $ 4,400 By Others Sand Volleyball Court 30'x60'court, net, and poles 1 LS $ 6,400.00 $ 6,400 Developer Boulders for bridge approaches 12 EA $ 250.00 $ 3,000 Developer Bike rack located near park entry 1 EA $ 800.00 $ 800 By Others Bridges 36' len th minimum 1 EA $ 16,000.00 $ 16,000 Developer Fishing Dock recycled lumber materials 1,090 SF $ 5.00 $ 5,450 Developer Benches 5' length 6 EA $ 800.00 $ 4,800 Developer Trash Receptacles 3 EA $ 800.00 $ 2,400 By Others Entry Feature subject to be determined 1 LS $ 30,000.00 $ 30,000 By Others SUBTOTAL $ 305,316 MOBILIZATION & INSURANCE 10% $ 30,532 CONTINGENCY 15% $ 50,377 PROFESSIONAL FEES 15% $ 57,934 TOTAL $ 444,158 phase 3 • • • PRELEMINARY COST ESTIMATE Project: Valley West Parks-Future Phases Phase: Preliminary Master Plan Date: March 7,2005 Prepared By: Peaks to Plains Design ITEM DESCRIPTION QTY UNIT UNIT COST TOTAL RESPONSIBILiRY Gravel Trails at 6'wide-City of Bozeman 10,687 LF $ 2.50 $ 26,718 Developer Berms, soil fill includes backfill&grading 250 CY $ 8.00 $ 2,000 Developer Shade trees 2"-21/2"cal. B&B 283 EA $ 225.00 $ 63,675 Developer • Ornamental trees 1"-1 3/4"cal. B&B 76 EA $ 200.00 $ 15,200 Developer Coniferous trees 5'-T he' ht 45 EA $ 180.00 $ 8,100 Developer Shrubs 5 qalloncontainer 31 EA $ 35.00 1 $ 1,085 Developer Wetland mitigation by developer under separate contract 1 LS $ - $ - Developer Seed Mix#1 Turf Lawn Seed/H dromulch 445,940 SF $ 0.04 $ 17,838 Developer Seed Mix#2 Native Seed/H dromulch 161,440 SF $ 0.04 $ 6,458 Developer Rotor Irrigation 6" seed mix#1 445,940 SF $ 0.45 $ 200,673 Developer Drip Irrigation to trees in native lawns only 156 EA $ 54.00 $ 8,424 Developer Well system development including underground power 2 EA $ 12,000.00 $ 24,000 Developer Asphalt Parking Lot price perstall 24 EA $ 1,500.00 1 $ 36,000 Developer Concrete Sidewalks parking area and entryway 1184 SF $ 4.00 1 $ 4,736 Developer Art Display Area Concrete Sidewalks 358 SF $ 4.00 $ 1,432 By Others Shrub Beds to accent art display 350 SF $ 4.00 1 $ 1,400 Developer Picnic Shelter 20')Q9 shelter with concrete pad 2 LS $ 16,000.00 1 $ 32,000 By Others Picnic Table 6' length; located under picnic shelter 10 EA $ 1,100.00 $ 11,000 By Others Wildlife Observation Tower 12'x12'wood structure 1 EA $ 20,000.00 $ 20,000 By Others Thickened Edge Sidewalk playground edge 2052 SF $ 4.00 $ 8,208 Developer Tot Lot equipment and installation 1 EA $ 25,000.00 $ 25,000 By Others School-age Play Area equipment and installation 1 EA $ 45,000.00 $ 45,000 By Others Playground Surfacing Fibar Mulch 12" Depth 165 CY $ 35.00 $ 5,775 By Others Am itheater Stage concrete 155 SF $ 4.00 $ 620 By Others Am itheater Seating Versalok block 500 SF $ 23.00 $ 11,500 By Others Plaza Seating Area colored,textured concrete 3570 SF $ 7.50 $ 26,775 By Others Courtyard Tables round &square tables for plaza/pier 17 EA $ 1,900.00 $ 32,300 By Others Canvas Tensile Structure At Wing Lake 1 LS $ 200,000.00 $ 200,000 By Others Lakeside Deck recycled plastic material 795 SF $ 5.00 $ 3,975 By Others Boulders for bridge approaches 30 EA $ 250.00 $ 7,500 1 Develo er future phases • • • Bike rack located near park entry 1 EA $ 800.00 $ 800 By Others Boardwalk wetland area crossings 5680 SF $ 5.00 1 $ 28,400 Developer Trash Receptacles near picnic area and parking lot 3 EA $ 800.00 $ 2,400 Developer Benches 5' length 30 EA $ 800.00 $ 24,000 By Others Entry Feature park sign 1 LS $ 12,000.00 $ 12,000 By Others SUBTOTAL $ 914,991 MOBILIZATION& INSURANCE 10% $ 91,499 CONTINGENCY 15% $ 150,973 PROFESSIONAL FEES 15% $ 173,619 TOTAL $ 1,331,083 future phases • 9 r 0 0 • SECOND AMENDED AND RESTATED DECLARATION OF PROTECTIVE COVENANTS AND RESTRICTIONS FOR VALLEY WEST JULY 2005 DRAFT THIS SECOND AMENDED AND RESTATED DECLARATION OF PROTECTIVE COVENANTS is made this day of , 2005, by Bozeman Lakes L.L.C., A Montana limited liability company, hereinafter referred to as "Declarant"; WITNESSETH : WHEREAS, Declarant is the owner of the following described property situated in Gallatin County, Montana: See Exhibit "A" attached hereto and by this reference made a part hereof; WHEREAS, Declarant intends to develop, sell and convey the above- described real property, hereinafter referred to as "Valley West"; and, • WHEREAS, Declarant desires to subject all of said real property, together with the lots, phases and subdivisions contained therein, to the covenants, conditions, restrictions and reservations herein set- forth and referred to as "Covenants"; NOW, THEREFORE, Declarant does hereby establish, dedicate, declare, publish and impose upon the property the following Protective and Restrictive Covenants, which shall run with the land, and shall be binding upon and be for the benefit of all persons claiming such property, their grantors, legal representatives,—heirs,—successors-and-assigns,—and-shall-be-for the-purpose-of maintaining a uniform and stable value, character, architectural design, use, and development of the property. Such Covenants shall apply to the entire property, and all improvements placed or erected thereon, unless otherwise specifically accepted herein. The Covenants shall inure to and pass with each and every parcel, tract, lot or division. Said Covenants shall be as follows: • ARTICLE I DEFINITIONS Section 1. The term "Association" shall mean the Valley West Homeowners' Association, its successors and assigns. The Association may be incorporated as a Montana nonprofit corporation, with its members as the lot owners. Section 2. The term "member" shall mean any owner or lot owner. Each member or owner agrees to abide and be bound by these Covenants, the Articles of Incorporation, and the Bylaws and the Resolutions of the Homeowners' Association, if any. Section 3. The term "owner" or "lot owner" shall mean any person or entity owning a fee simple interest in a lot or a contract purchaser, whether one or more persons or entities, owning or purchasing a lot, but excluding those having a mortgage or an interest merely as security for the performance of an obligation; provided, however, that prior to the first conveyance of a lot for • value, the term "owner" shall mean "Declarant" or its successors or assigns. The term "person" hereinafter shall include any person, persons or entities. Section 4. -The term "contract purchaser" shall mean a person buying a- loft -- pursuant to a contract for deed, Montana Trust Indenture or mortgage. Section 5. The terms "properties" and "lots" shall mean all of the real property herein described and subsequently surveyed and platted into lots as Valley West or a phase thereof, according to the official plats thereof filed of record in the office of the Clerk and Recorder of Gallatin County, Montana. Section 6. The term "Directors" shall mean the Directors of the Association, and shall consist of three lot owners who shall be elected at the annual meeting by a simple majority of the members of the Association; provided, however, the Declarant will at all times hold a position as a Director so long as Declarant owns at least one (1) lot. The Directors shall be elected for a term set by a simple majority of the membership, but not less than one year. Any vacancy in the Board of Directors occurring before the next annual meeting of the members shall be filled by the remaining Directors. The Directors shall.have the authority to act on behalf of the Association and its • members as shall be reasonably necessary to carry out the purposes of the Association and enforce these Covenants. The Directors shall act by majority -2- • vote. The officers of the Association shall follow the directions of the majority vote of the Directors. Notwithstanding anything contained herein to the contrary, until more than one half (1/2) of the lots in Valley West, as described in Exhibit A, have been sold, the Declarant shall have the right to appoint the Directors, who shall not be required to be lot owners or members of the Association. Section 7. The term "Declarant" shall mean and refer to Bozeman Lakes LLC, and its successors and assigns. Section 8. The term 'open space" means those areas set aside for the use of all of the owners and the public, including roads, easements, parks, both active and owner, and parkways. Section 9. The term "active park" means the larger park areas that are maintained by the Association during Corp of Engineers required wetlands monitoring period and will be transferred to the City of Bozeman thereafter. • Section 10. The term "owners' parks" means the boulevard trails and parkways maintained in perpetuity by the Valley West Homeowners' Association. Section 11. The term "Valley West Architectural Review Committee" or - "VWARC" shall mean the Committee as defined in Article VIII of these covenants. Section 12. The term "Open Space Management Plan" shall mean the management plan for open space within Valley West conveyed to the Association and / or City of Bozeman. The Open Space Management Plan shall -- ---guide-the-Board-of-Directors--ir)-management;maintenance and-development of all open space. Section 13. The term "ADA-adaptable" shall mean the ability of certain building spaces and elements, such as kitchen counters, sinks, and grab bars to be added or altered so as to accommodate the needs of individuals with or without disabilities or to accommodate the needs of persons with different types or degrees of disability, under the Americans With Disabilities Act. Section 14. Other definitions may be found throughout these covenants and those definitions are binding upon all owners. Any term not specifically defined • shall be deemed to have a common and ordinary meaning. -3- • • • additions to the primary line that may be required by location of the improvements on the lot. All utility lines shall be underground. Section 5. No signs shall be erected on the property or lot thereof, except to identify the owner of the property. "For Sale" signs shall be allowed upon the lot being sold. A sign may be placed at the entrance(s) to the subdivision to identify the subdivision and/or neighborhood. Section b. If the applicable zoning now or hereafter requires a greater setback or contains other more restrictive provisions regarding the placement of buildings, the Zoning Code shall control as if incorporated herein. Section 7. Any lot may be subject to the declarations of a condominium property formed and filed. The additional restrictions and requirements of any such form condominium do not, in any way, relieve the lot or owner from compliance with all restrictive covenants stated herein. Section 8. All zoning, land use regulations and all other laws, rules and regulations of any government or agency under whose jurisdiction the land lies are considered to be part of these Covenants and enforceable hereunder; and all of the owners of said lands shall be bound by such laws, rules and regulations. In the event there is a conflict between the Covenants and the applicable zoning, the most restrictive provision of either the Covenants or the zoning shall control. Section 9. There are reserved, as shown in the plat and as may otherwise be reserved, easements for the purposes of constructing, operating, maintaining, enlarging, reducing, removing, laying or relaying lines and related facilities and equipment for utilities, including, but not limited to, those providing gas, ---------communication—and—electrical--power. Fencing,--hedges—and—other--items allowed by the Covenants may be placed along and in the easements as long as the intended use of such easements are not prevented. ARTICLE X OPEN SPACE AND COMMON AREA Section 1 . Use of Open Space and Common Area. No property owner shall have the right to occupy or possess any of the open space and common area by reason of owning a lot in Valley West Subdivision.. -49- • Section 2. Active Parks and Bronken Memorial Park. Bronken Memorial Park shall be maintained by the City of Bozeman and other organizations in perpetuity. The Association shall maintain the active parks, including the surrounding sidewalks, during the U.S. Army Corps of Engineers wetland monitoring period (seven years). The City of Bozeman shall maintain the active parks thereafter. The Owner's parks shall be maintained by the Association. Section 3. Parkways. Parkways, providing pedestrian access to and from the residential areas are intended for passive pedestrian use and shall be maintained by the Association. No motorcycles, snowmobiles or similar means of transportation are permitted. Section 4. Boulevard trails. Boulevard trails, located along Babcock Street, Ferguson Avenue, Cottonwood • Road and Durston Road shall be maintained by the Association. No motorcycles, snowmobiles or similar means of transportation are permitted. Motorized vehicles are-allowed exclusively for snow removal. Section 5. Mandatory Requirements. The Open Space within Valley West as designated on a final plat or approved PUD site plan shall be preserved in perpetuity. The Board, among its other duties, shall establish assessments for the taxes, insurance, and maintenance of --- -all-open-space,-roads,--easements,-active-parks-under--the-control-and-authority of the Association, owners' parks and parkways. The Association shall be responsible for liability insurance, local taxes and maintenance of recreation and other facilities in the Open Space areas. The assessments levied by the Board for the maintenance, upkeep, repair and operation of Open Space and other common areas like all other assessments, become a lien on each lot within the Valley West. The Board may, in its discretion, adjust the assessments to meet the changing needs of the community and the areas serving the community. All open space and common area shall be maintained pursuant to the adopted Open Space Maintenance Plan for Valley West. -50- Section 6. Owners Right to Parking Area. Every owner shall have the right to use the designated parking areas. The owner's right to use the parking areas shall be appurtenant to and shall pass wit the title to every lot subject to the following provisions: a. Parking shall be in compliance with the Bozeman City Zoning Ordinance. b. The right of the Association to provide reasonable restrictions on the use of parking areas for the overall benefit of the Association an its members including restrictions or prohibitions on the type of activity and use including, but not limited to, special sales events, merchandise display stands or tables, signs, fireworks, loud music and loud parties in the parking area. c. The right of the Association to charge reasonable fees for the disproportionate use by Owners or their guests or invitees of the parking area. d. The right of the Association to suspend the voting rights and right to use the parking areas of any owner and/or occupant for any period during which any assessment against his or her lot or person remains unpaid and for any infraction of its published rules and regulations for any period of time the Association • deems necessary. Section 7. Nuisance. No Owner, guest or invitee may use or occupy the common area, trails, roads, open space, parking area or any lot in such a manner as to disturb or interfere with the peaceful use, occupancy or enjoyment of any other owner, guest or invitee of Valley West. Violations shall be enforced as provided for in Article XI of these Covenants. Section 8. Control and Management. The Association shall have the exclusive right and obligation to manage, control and maintain the Open Space and Common Area. Every lot owner shall be responsible for maintenance of the sidewalk located on, adjacent to and between the owner's lot and the nearest right-of-way. Maintenance shall include, but not be limited to snow and ice removal. -51- t A� AdftkJ•SANDRA 11. low flSCHER VALLEY '" IiST SUBDIVISION,, PHASE 1 111OZE AN, MONTANA NAR(M 159 2002 PROJECT LOGATION SEjT NO* PREPARED FOR: ASPEjN EiNTEMPRISEiS., L.L.(A' PREPARED BY: EfOZEMAN, MONTANA NORTH F I S(M E R & A S S O( I A T E S, P.(.4. PROJECT LOCATION MAP W �n - Q DRAWING INDEX LEGEND - EXISTING FEATURES TYPICAL DETAIL ANNOTATION TYPICAL DETAIL VIET LAYOUT z LANDSCAPE PLANS �^'M VALVE ex15r,N644ONTQ,R9 0 DETAIL ei"STOP EXI9TINS SPOT ELEVATION ""-oR\ I 2 3 4 5 1' J I: FIRE HYDRANT CI I LAYOUT 1°RAGING PLAN-A 3raRM GRAIN MANHOLE ,n 5"wB L4.2 6 -1 8 9 10 eMrn W Cl2 LAYOUT!GRADING PLAN-B I i STORM DRAIN INLET TREE \ j N OI5 PLAY6ROND LAYOUT PLAN SANITARY SEY'16t MANHOLE Y• � N a EX LLMINNRE DETAIL APPEARS Z LIJ MAfTINNS PLAN-PLANITINS SHEET 11A WATsm Mer m Fir MANHOLE li UTILITY POLE 11 12 13 14 15 W H F LI.2 PLANTINS PLAN-B Ls PLAXIINS FLAN-C 1:,I SAS VALVE - SIGN W T Z W Lis PLANTINS PLAN-D LZO 1RRI6AT10N 51 T INDEX I b I-1 18 I Q 20 Z uZ L2.1 IRRIGATION FLAN-A L2.2 IRRI&ATICH PLAN-B W U-I a z L2.3 IRR ION MAN -C J W L2.4 IRRIGATION PLAN-D N N L9J CONSTRUCTION DETAILS >LEGEND - NEW FEATURES ABBREVIATIONS . .. MEW CONTOUR o._ -.. .. ADDL. ADDITIONAL .. ._. FF. _ FINISH FLOOR FEU@°. PERI-EN LAR —BC—BOTTOM OF CURB---PG:—PNI9H GRADE R—PR01-ERT7 LINE .RID NEW SHOT ELEVATION BLM BUILDING Fr FEET POD D. G POINT OF aewwPY. DESIGN TEAM NEW SRAVEL WI K ELV BOULEVARD A GAUGE PSF POUNDS PER SCUARE FOOT PROJECT N•: 01076 �_/ BM BEAM GALV. GALVANIZED FSI rZ IDS PER SQUARE W04 ISSUE DATE OSA5102 an BENG3 M"X GL. C$IERAL C:CNTRACTOR CITY QIANnTr REVISIONS: IU ®Q E BOTTOM OF WALL GFL4 GALLONS U ONS PER HOUR R RADIUS OWNER ARCH 1 TEGT OO O CP CUBIC FEET Or" GALLONS PER MINUTE REINF. REINFORCED - OO OPLILLQYJ SNARE TRIMS CJ CO T FIEIGNIT SEE CONTROL JOINT HC HANDICAP Mao. REQUIRED - ASPEN ENTEIWR)SES,L1C. PRUSH EC 1 LENON ARCHITECTS.P.C. �l: CENTER LINE 14 HORIZONTAL SC. SCHEDULE 2415 CAHELBAL.K SUITE 400 27 EAST MAIN STREET CLA. MEARANCJ: N CTT. SECTION PHOENIX ARIZONA 85016 BOZEM,W MONTANA.59715 O SMALL NATIVE TREE cm OONClRETE MASONRY UNIT 14- HIGH PONr 6F SQUARE FEET d �VAJ F+ R (602)466-6400 (406)567-1759 O. ORNAMENTAL TREES CIOL COLUMN TE INFO INFORMATION NSINP DE DIAMETER �. SY9CE�FEET FACE C4 NT C:CNTUJIOUS INY.EL.INVERT ELEVATION GPM SIMILAR EVEASREEH TREES CONr. CONTAINER IRRICa IRRIGATION SPECS SPECIFICAnONS _ GIYI L EN61 NEER WETLANDS CONSULTANT �® MORRUSON-MNERLE.INC. VAUSHN ENVIROMIEHTAL^SERVICES CY DIRK YARD JT JOINT BJ TOPSCO O JOINT 901 TECHNOLOSY BLVD,PO.BOX 1113 695E SADDLE MOUNTAIN ROAD OO® DECIOUOUS SHFIU09 D DEP1H L LENGTH TA TOP OF ASPHALT 6 _p BOZEM,AN.MOKrANA--Tni EOZ84AK MONTANA 5YII5 DIM DIAMETER LP LINEAL FEET TC. TOP OF CONCRETE (406)561-CM (406)S66-MO4 • EVER6REEN SHIRUS DUM(5) DUIENSION(S) LP LOW POINT Tr- TOP OF CURB 1IY{f ` EE DIM DRAUTNG MAIL. MATERIAL. TW TOP CP WALL �� LANDSCAPE ARCH 1 TEGT TURF GRASS 5837 MIX 11 EA EAR+ MAX I"ECHMAXI NI TYP. TYPICAL !!! EA. EDGE Q ASPHALT MECH. N'ECHA)1ICAL UNO. UNLE96 NOTED OTHERWISE FISCHER 4 ASSOVATES P.0 m NATIVE SEED MIX•2 EG EME OF CONCRETE U•FR MANUFACTURER VERY. VERTICAL 2615 MONTANA AVENUE EL E4 ELECTRICAL MN. MINIMUM vJP. VERIFY N FIELD BILLINGS,MT 5410 WETLANDS NATIVE SEED MIX 15 ELEV. ELEVATION MIS-. MISCELLANEOUS III UTH DRAWN: JAR JAR (406)259-9148 - EJ EXPANSION JOINT rm METAL ILL WIDTH - APPROVE: SKF U EO EQUAL NJL. NOT N=4TRACT LLVOJT WITHOUT ECLUIP. ECLUIPMENT NCM. NOMINAL UULIP WELDED URE FABRIC SHEET EXIST. EXISTING N.T.S. NOT TO SCALE (Y ()DEGREES EXT. EXTERIOR OC ON CENTER Y) NUMBER() FON. FOWDATICN _ O.D. OUTSIDE DIAMETER () OPOND ``4li • • _ j �I � I I� i � -� -- � � 3 ,.••SANDRA K. •, I I / FlSCHER LINE TABLE CURVE TABLE LINE LENGTH BEARING CURVE LENGTH RADIUS Ll 62.12 N00'23'40'E Cl 25.98 38.17 • L2 9.57 N23'06'51'W C2 36.60 34.27 L3 35.94 N23'31'12'E C3 43.79 53.80 L4 6.03 N25'22'08'W C4 48.64 57.00 L5 20.22 N20'25'10'E C5 47.15 59.00 / 1 L6 4.56 N34'48'42'W C6 58.80 61.00 L7 59.28 N21'32'47'E C7 97.38 99.00 I I L8 13.80 N11'40'33'E C8 58.43 63.00 L9 80.01 N00'08'02'E C9 50.33 57.00 L10 2.73 N22'44'33'E C10 140.98 98.00 / 11 Lll 20.18 N24.18'47'E Cil 55.05 42.00 \ I 1 I L12 7.34 N00'03'49'E C12 59.22 48.00 / \ L13 19.70 N28.01'04'W C13 34.66 88.00 L14 72.38 S89'52 30'E C14 48.98 77.00 C15 51.77 48.00 C16 40.14 42.00 C17 68.09 75.00 I C18 57.09 81.00 C19 49.06 67.00 C20 22,78 54.00 C21 26.53 54.00 C22 72.65 79.00 C23 68.90 90.00 Ir / C24 36.33 69.00 C26 38.4 1 3 93.00 - C271 98.53 102.50 v 1 C281 111.54 97.50 1 / \ I\ Z LW / -4775- \ 11I I / ( I z r- m Lu � Z uj Wz n z 47 / 6 COOT+OINATE:M H CIVIL \ /a,/ /�/ ` II I Q w F Z AND RE LONTIIAGTOT OND'L�lI�2 ,+a \ c / / ,�L-' -Jf W I FINISH fOPWIL(13 H INGLIAE 'J ,6 I\�♦ \ `` I �l �l N In / TOPSOIL THERMS IN TM19 / � a A a PROJECT Ng: 01076 ISSUE // RD ISSUE DAI ODAS/O] 1 / DOAWALK BY J / REVISIONS: /oTNERS 8t01.5/END micu TOPSOIL STOCKPILE 7 7 ^ A\ LI4 I � • ��� ♦ El - 21 / a t 1 / DRAWN: -IAB ro �10Ff8A II i I / I APPROVED: 5KP 7100 / - I SHEET .. y \ � 9 - � I• I / I I / b b O b MATCH LINE 51•B:ET CI.] (l./ qh, o I I / /\ LN79.30 • f I-- � /\ JMTGN LINE 9FfEET GI.I _ SANDRA K. . LINE TABLE CURVE TABLE / 11 Fl �LINE LENGTH BEARING CURVE LENGTH RADIUS '4O'E CI ALLEY 1 62.12 N00'23 L2 9.57 N23'06'51'W C2 36.60 34.27 I I\ 1? L3 35.94 N23'31'12'E C3 43.79 53.80 • L4 6.03 N25'22'08'W C4 48,64 57.00 / \ 60 L5 20.22 N20'25'10'E C5 47.15 59.00 8 L7 59.28 21'32'47 E C7 97.38 99.00 L8 13.80 Nll'40'33'E C8 58.43 63.00 L9 80.01 N00'O8'02'E C9 50.33 57.00 LIO 2.73 N22.441331E CIO 140.98 98.00 L11 20.18 N24.18'47'E Cll 55.05 42.00 L121 7.34 N00.03'49'E C12 59.22 48.00 1 I I L131 19.70 N28.01'04'W C13 34.66 88.00 L141 72.38 S89.52'30'E C14 48.98 77.00 C15 51.77 48.00 C16 40.14 42.00 C17 68.09 75.00 1 -I- C18 57.09 81.00 C19 49.06 67.00 C20 22.78 54.00 C21 26.53 54.00 I ,�0 1 1 C22 72.65 79.00 1 r / 1 C23 68.90 90.00 T `�� MONR��' STREET C24 36.33 69.00 C25 90.85 122.00 C26 38.43 93.00 C27 98.53 102.50 C28 111.54 97.50OL � 1 �• o f / z \ \ GOOD INATE WTL AND INPRt TO EriRRG1l1 • G INTRAGTOR 5 E-LLtM . Q Q 5\ PINIBN GRADC-9 INGLIAC �V�� i\ / I I W TOMOIL. J100 f o IS Z IL z W F Z W ALLEY > Lu < Q Q N I z a 2 / I I ._L \ \ I I / PROJECT No: 01076 ISSUE DATE.05,15/02 I I I \ 5y5 � \ HE16NT P L AFE 0. /� d, \ 1 �1 NE16N7 OP E V \ 7rQ7" �� 1 1 } / \ I DETBL4IIN dV11TH B ` U � B8iM3 IN r(15 ARE 1 -_ DE7ERMIHf?WITH A BACK I 1 OP -1,91T . q OF 0JR8 HEI OP O'-0'. I IT\ I 1 I �'u 3 'dl`b l 4 A PC°01621P _- O 7.95 �� / 9 ♦4 DRAWN: JAB /IT Oct CHECKED: -ujt u+PRwEo: sKP SHEET ' MEMO - - - 344WCK STREET 10000 / / Ole -,00, 0,00, .000 o ®� I, 47 g `J ® sl.a2 v �! k / zz..' 32 v a' O / 17.45'.45' � (\ 70 0 p > O ( > I f l r I v S � v v vmaim wKwo" v v G ' r I11—III 4pp u u m � u u 1a a u � Os�- N pZT} y y> ,�g apt F .IIIII= a3 QAS �77 Qm� ~Oi j ���V���A<�Wr� > m m y a � �� o> � o�"s 0 R Rj o r R� ,°,uo A o o °o z o z>o - > _� n �� O O �' m � _ _ 2 � n$V � 3 sN`�i N K :II a' tp I i Lrn ZI s s z r U yy> s 8 m3 Eer r b �aRR O z • I .2n"7mrm A1D ASSOGIAIP5.P4 I .�' ug DIUIRNn: PLAYGROUND EQUIPMENT LAYOUT e;.;......, ,, maim- FISCFIER&ASSOCIA[BS g = r,:De: VALLEY WEST SUBDIVISION, PHASE I Le BOZEMAN, MONTANA Z4 owNER: ASPEN ENTERPRI5E5, LLG y, • ��/IIIIIIII�I��"``` jr - - - - - - - - - - - - - i-- - - - - - - - aNl . • • - ' SHEET FlSCHER _ ' I I L l A 1 i i I TOPSOIL \ 1 9TDGKPILP V `\I ' `+—LONSTRLL'TON LIMITS I MASE I � 1 1 j - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - ' -� — ! - - - - - + - - - - - - - - - - - - - - - - - - - - - - � I SHEET F-1 I ' � I I L l A ❑ I ❑� ❑ 1 . ❑ ALEXANDER STREET ALEXANDER STREET 1.� O MONROE STREET AloA E STREET rr w ' . I � ❑❑=Dun, Dull IEJ i ❑ I ❑ � I I wZ I I T j I Q o v I I y ❑ ,� ❑ o, ❑ I ❑. I w l �. o �; 1 ILu I IElyl zlk� 0 z uj jijjil I � - O O D O O O I - - - - - - - - - - - - -ems s - - - - - -L - - - - - � - - - s - - - - - - - - - - - - - �� z I z w PLANT SCHEDULE «n •_ Kn , � -wl w IL SYM. GTY. DOTANICAL NAMe commoN NAML SIZL ROOT Norm B Ixxxa eKAM yKeft r� I (Lu K r AdSt fLATAnaOO T'J6AALD LIDTI@' B�tN.D Lu5T9l MAPIL r W I.c+alrei D�0 S aaf eansn G �TM OL W Q M ALOt PLArANa6 4eulo amf e45TALo amr eraer.Ar writ r mm GAUPet BIB s al OH Tr l EA FLANTI N& NOTES: A" 12 Aem rl rNK 2�6I' se-axi t 1.4" ]•HIM.CALIPM eta 5 ONP B'arrmA G I. PRO VI N?DE A I'-6'OIA.SEV AROUND TREES LOCATED IN LAWNS. ALSO,SEE R RE'S NOTE 16. 14. WETLAND PLANTS HAVE BEEN PRE-ORDERED AT NATU ENHANLB•fBIT,ING,' _ c a' m 5 dins oczlce TALn 44t..m KA(JmDART r emr,& RIP @6.Ll BOB 5 DRIP CA MA e.4 WITH GLE WOOD CHIPS. NO EO61N6 CRR WEED BARAl REOUIRED.SEE DETAILS. 2g60 EASTSIDE H16HWAY,STEVENSVILLE HT 51810,(406)TT1-5360. Rl3 TO PIT 55 I lmae PewsTLVAw6A rATMOM' PATCRL'dill ASK r emL ell 646 s Viol&-Orl U SPSVPICATON5 I O FLRTHER DETAILS. � __ .. .. 2. Fli/E GRADE AND SLOPE ALL LANDSCAPE AREAS 20 MINIWM. POSITIVELY NO_ ._. __._ _ _ .. _._... per„_ _- R's 9 PRNCNrS romyLvAll w"r BIR44r 6Am1 ASK ]'HRL CALM= BAD 5 DRIP I!HIMM EADLING,PUD sernzmma,EROSION,SEDIMENTATION OR OFF PROPERTY DRAINAGE -- --O NOIITAIGE SMALL W NJtNOTTTS7 15. WETLAND ALPLANTSSER WILL BE INSTALLED UNDER THE DIRECT OZEMA.Kr C•r VANJOHN M ! Al nudlOCAIaA BLAGx drrrolHOCO ]•MK.Cxlrat eAB 5 DRIP BaTTDb G [3HNRONMBNTAL 5I3RVICES'6595 SADDLE MGLNTNN ROAD,BOZEMAN NTi 517115 ar 5 a!7 HArAtacARPA ew oNt r MN.GALV9l BAD 5 BRIP e4TTEM FA S. CONTRACTOR TO VERIFY NTH THE OWN62 AND UTILITY COWPANN'�,THE LOCATIONS (406)566-y10R. p: 010176 A AMT1uKA [.,ll ere OP ALL eASTHO UTI UTG3 PRIOR TO comM, GH6 WORK. GONT1tAGTOR TO REPAIR PROJECT N SA510 ALL DAMAGES TO EXISTING UTILITIES,CLAMS.PAVEIll AND STRLGTl WHICH 16. WETLAND PLANTS WILL NOT REQUIRE PERTlUZAT10H OR MR,LCH. STAKING OF ISSUE GATE OSAS/02 S mrWit TICS OCCUR AS A RESULT OF THE LLNTRAL.TORS AGTVIT�. WETLAND PLANTS WILL Be AT THE DISCRETION OF VAV6NH ENVIRONMENTAL SERVICES'. REVISIONS: Pr 1 54 1 MW%LUS TIFIll aU ms Awl r AOfL fJdl15{ ete 5 DRIP aeTTDn G 4. PLANT LOCATIONS airmIl7E THE WETLAND CORRIDOR SHALL BE LOCATED BY THE Clow RAt Tol CONTRACTOR AND APPROVED BY THE OWN@25 REPRESENTATIVE PRIOR TO PLANT T INSTALL NO ZEHANPLANTI LE GRADING OR OTIER RECUIR 'I IMPROVEMENTS THAT LONP4JLT WITH _ PV`J tO PRWIB VIRDIKUKA'✓y R�r !K LC MT C✓NAOA Rm c+la�eARr r HUL GAUPet e.e 5 DRIP CH1,045 G INSTALLATION. WITHIN THE WETLAND LORWDOR THE OWNER'S REPRESENTATIVE WILL T*�CITY OF BOZEMAN GLPAR VISION TFUAN6LP REGLIRO•NBNTS. sA b SORER AIYirAll BAll HON m"AN 1.54-ro r UL e.B !OIeP&,Baas G STAKE THE PLANT LOCATIONS PRIOR TO INSTALLATION 10. COORDINATE WITH CIVIL AND INFRASTRUCTURE CONTRACTOR TO ENSURE FINISH EVerwml Tpl S. ALL PLANTS MALL BE PLANTED A MINIMUM OF 24'FROM PAVEMENT EDGE. GRADES INCLUDE TOPSOIL ALLOWANCE M I] f9O.007T1uaA MSiLE911 OalF1.A5 fUt Il WIMT BIB !ONP BErTBt9 EA J T ]2 IICZArTlASOU YIAatADO 6Al SPIB" 5'-T HSICNIT BAB 5 DRI►D'OTrDts G 6. PLAINT MATERIALS SHALL BE FURNISHED IN THE OUANTITC-5 AND/OR SPACING AS a SHOWN OR NOTED. IN CASE Or A DISCREPANCY BETWEEN THE PLAN AND THE PLANT • �( }W Q OGIOYJIC SH\bH SLHEOLLE,THE PLAN SHALL DICTATE d pI I CA 6 CGRHa STOIaMtaA RlSwerR GO6i1CKD 5 6INJ.Gi1 GGTATNlOt 5 ORlP B-0TTDtl G T. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE nU _ RA 25 RIE7 NlmM acl CUAItNTT s 6NLa1 YLHTABM ]ONP Earl EA LANDSCAPE ARCHITECT. C�/O� RW s1 ROBA YVOOBII N0006 ROY S NLJ.Ln C{nTN1A5R 2 DNP f5aTI15tD G 6. ANY PLANT NOT MER1N6 THE REGWRB T9 WILL BE CAUSE FOR REJECTION. ALL �'JAa.ES ft, TEO PLANTS SHALL l3E IMMEDIATI3Y RETHOVED,DISPO`.�D OP,AND REPLAG131 1 .AI as .uRrDeE KORIralnAus eue der SLIL ell,jars s aol d tZT t saw @6rmms eA BY THE CONTRACTOR R. ALL PLANTS ARE TO KEE'T OR EXC®'A?l AN STANDARDS FOR HURSMY PLANT SCHEDULE - WETLAND PLANTS(SEA NOTES) STOCK',C.UMENT EDITION,BY THE AMERICAN NURSERY AND LANDSCAPE ASSOGATON. ALL PLANTS SHALL BE NURSERY 69OWN UNLESS NOTED OTHERWISE. SYM.10TY'.1 BOTANICAL NAM£ GOFTM"N NAME SIZE ROOT NOTES vJ OBUOuf16 nG 10. MATCH GRADES OF LAWNS TO LURES AND WALKS AT 20.1 MAX SLOPE AND A 2% MINIWM SLOPE TAPER TO EXISTING GRADES. Rbl 4 1 PaRILRD M&HOLARPA Bil GoR wi= B'GALW'Ct BNB 5 ORIP"715 B EA ce. ,,,l y II. ALL EXISTING LAWN AREAS DISTURBED BY CONSTRLCTION ACTIVITIES SHALL BE DRAWN: JAB PREPARED AND SEMED AS Peet SPECIFICATIONS. CHECKED: JJR AA It AMSNL'WDl A1JRP0.1A YiSTQdi SERVICatTel7 IS BALLUN GgNTN1LR 5 DIUP ISaT'IDm CA • AT 6 All T5411 A TN044AAP Al Is BALM CaNTA&M 5 ORA ITOl CA 12. CONTRACTOR 19 RESPONSIBLE FOR TOPSOIL FILL AND LANDSCAPE GRADING. APPROVED: SKP CO 6 C41l STCLOIAl A REDONDA poll IS 6NJ.GN =14rA11Cl 5 DRIP Darren BA COORDINATE WITH CIVIL CONTRACT FOR ADDITIONAL SITE 6RADINO INFORMATION. N 16 Ill VOt611aANA C0440N 040KIZkEl w dAl CMTNret S DRIP 130TERs G 13. THE PLANTING AND IRRIGATION INSTALLATION SMALL SE THE RESPONSIBILITY OF SHEEP RA M R1Eft AUBN 6aD awl 5 OALLM CQ Al 2 l ENrTl G ONE CONTRACTOR .. RW A Ill 01,20l WCOOB Row 5 dA llN exmTNNM 2 DRIP @OTT6GS PA SD T SALUA 56OneV®DIANA/UIMA BOOMU E95W TISJOYI NLl 6'Hall BAD -imp ISOTre"G ��L�.0 , - - -- - - - - - - --- -- - - - I I I , I I I I I I I I I I I , s I I. I I , I ®D I I � I I I I I I I I I I I I I STAFFORD AVENUE ,,Ia --1 IO .` OM I � �'••. • 4�� ZV I 21- - I • a .., k , — ql— a— 6I— 4E i 77. O 2 x�tic �j� i:.k` a. ' 'ku.fi;. -lrty f .,a y `S r.. `• , `. t.. � { �„�.°�;: i c% u v CaL°TRLGTION LM I� is a I I P Fi I I lip I I �• _ � I I —————— — — — — -- t — — — — — — — — - —I f 2= Ft5GHt AID AWCC44TE5•PL. . °�""' LAtNDSGA.PE PLAN — A g.. VALLEY WEST SUBDIVISION, PHASE I "ti' N •�; �sc�&nssocrnTss 9�� PROJECT. ^.� BOZEMAN, MONTANA =� 4_��� ;�11mws Avo,tiYytMm�t�101 ( = 9' i al,wno„o,ai,»w u 9 0 U ASPEN ENTERPRISES, LLG r ��' 4� Clt► . C � '.-.� ,. ■� - 'III� � We Wff"A film, ■ -'�."�, ,�.� ..� -_ - - w:o_a:.,;;.5.,,- Via,.,;-� - m - OCj mil. � � •- .�_., _ ��"./ '�. _^tt.^--.r'^` .�^•'rc-:? _.ice- - rE';z� ,r.,�1��'.,.•i.?. /�`.: 1 �:i~i�7ti`3�,{Rt-:r;:;� v?,• 'r.(' - � J"a�::!n� .<?r x�iT"�' "s"x-•.�c^_- `�r' %?�a s.t'�� �.. 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'. s - ` �.r. ���1 V � ��d6c�Q�iT�'af�L�:mT"•'-- !_"�r� �: - a:, � ¢�36Tcat�..--^9�---6� "�^',�C^s.=.-�F�.�:��'''-^^�=�'S�Q,�rr.-i�[<--'�-•7�� © ®ham'Y. ,c..,:'.;od '`/ � ����ll�'.•/' v� - z � ® - - - - r �• r-, p� Mg / r ilk' sue- r :-•t .e .h tip .J. �� ����•a• - �.�'_•^_��-/�.ui''i�._-.� •�>�.C-L:-c�3��==rtiiY ` Q�-.�''�L G.16' - — Bill i - - -- - -- - I- - ---- - - - - -- -- - --- -- - I � � I bi .p I I a r � ' e=� • ' a �—zo I e71 I h k•p"..It 4 ' Otzi N I I W I r. I I I I I I KIMBALL AVENUE I •. I I i; J '. z � o I:.:.. y U I •pip,:' =t�` � _m;:m'. t .i n �jp. �Yt�,T"-*� �� D � n„k.`D �i .�O t• '�? +t�rD-��'°r � l� :: I ' v �1¢! Ws»"•_� a H r P's:°.�XtR! "' .'•��.�s,`"lr ti y t k i f �•i..,� r ,. �� J2 i FERG US 0 N AVENUE = I - - - I �® I — ——'r— — — — — — — ——— — —— ——— — — — — — — — — — — — — — — — — — — — —— — — —� 3W2 PISC E AW A550 JATM PL. ' 0 m DR^""'N°°; LANDSGAFE PLAN — G WEST SUBDIVISION PHASE I FISCHER&ASSOCIATES �'�� i VALLEY anrect: y . , OT =� •v=_ Ltf>r.�A BOZEMAN MNANA .slluul.pllam�lmlm I' aN� -1-olasno n I i w 80] oW—: ASPEN ENTERPRISES, LLG , �"•' ' IIIII��IIf,f,•��'. i I - - -- -- - - - - - - - - - - - - - ------ - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - , I I : I I I I I � I I - I II,> I I� I I� I H, I I I � I , I , I I I I I I I I — I y GN „ rr1 �-__-1•.``_` Y. I ____________------------ - g— — ---- -------------- -------- , -1 - - -- `' - �6L4►19:r :.r''. x •------------ - x`` 1 i ------ I z - 4- - — — — — — — — — 40 I I I I I I I I I s I I � I o I I I I - -- - - - - - - - - - - - -- -- -- - I - -- -- -- -- -- 7W) 1'19fJ- —AAOGAIES,PL. man DRA91N0:' LANDSCAPE PLAN - D \\11111IIIIII/II I VALLEY WEST SUBDIVISION, PHASE I o PLSCHER&ASSOCIATES PROn�r: I BOZEMAN,MONTANA A •.�` Usl �dl Ilafwl I�aelWeo �, '' •-.� °,°" oW?MR: ASPEN ENTERPRISES, LLG v. ,,,Illlllrllltt"'`` SANDRA 1 • = FISCHER = SHEET = " _ J � I , 1 I I I I I � I (' I I CCHSTRDCTICH LIMITS \ I I6 PERUSE I ( I gm I F- — __ i y: SHEET I _ � L�❑ IS C C ❑ Us I � e FL ir ALEXANDER STREET If ALEXANDER STREET aim l i l I�� YONROS STREET AID, Jim I - �)� I W I I I I � III I I ❑ I I X Q I w ❑❑ ❑ 1 � I I w `I)ALLEY El C I i s `, A= A r-❑ Lu J I I I j I aim I ❑ ,I I —� I o I z z Q aim _0 N � � �I UP ~ f z I I WEST BABCOCK STREET I WEST BABCOCK STREET m I WEST BABCOCK STREET < )- z W �- - - - - - - - - - - - - - - - - - - -- - - -L- - - - - - - -- - - - - - - - -- - - - - -�- - - - - -- - - - - - - - - - - - - - - - - -I -j I w Lu m n o m T N Ammlml (Y > Q IRRIGATION LEGEND IRRIGATION NOTES z SYMBOL- DESCRIPTION - - - SIZE - MANUF. MODEL - __. pp . - .- - _. - "-' - I: CONTRACTOR SHALL MAKE HIMSELF AWARE OF ALL"E7GSnH6 AND - IL-SLOPE MAUUME9 TO OINK_ _ _ - .`� _ _-__.____..—__ -__---__ ..o..-_0.-0- PROFO"S 917E COHDInCN9,IHLLLDIN6 PLANnH6.6RADINS.mLoiN6 12 PROVIDE CH'cLK VALVES IN ALL HEADS KITHIN A RUE Y48RE MORE POP-UP ROTOR HEADS 6• RAINSIRD s0oe-PLA'C-9AI4-N OR APPROVED EQUAL CONSTIR UCTOK WATER DEVELOM45Kr.NO°PPLY.PRIOR To IZ P OVI E CNIR-CP ELEVATIONAHEAD. ® L,DMHrENLa41 NT OF HOR, NOTE ANY^1gVES AM IRRI&AnON STUBS ELECTIUC CONTROL.VALVE I.1-I/a• RAINBIRD IOOASO-PE58-M'ItS-D-RIP FOR PRIM VCR, Is. LOCATE SPNNO.FR HEADS To MINIMIZE owTRUCnON9 THAT WILL PRWECT MR: 01016 I'LP TO 27 6PM OR APPROVED EQUAL 2 CONTRACTOR SMALL LOCATE AMC)PROTELr ALL U C)8WZUHO LIMIT RS-1,STRUCTURES.CP COVBlPAV CAUSE DRY THET9,ATER D RAY E ON ISSUE DATE 05/15/02 1 1/2'UP TO 65 GPM UTUJTIES.LONCUT5,AND STRUCTURES AMID SMALL ASSUME EIALDIPK9, PAVEMENTS OR OTHER VIATEN DAMAGE REVISIONS: 2'ABOVE 65 GPM RESPONSIBILITY FOR ANY DAMse IHCLRAEO. 14. CONTRACTOR SHALL BE RESPONSIBLE PCR THE LOCATION.MCUNnNG S. THE IRRI6ATOH CONTACTINCLUDES INCES SI.PPLYING AND INSTALLIMS AND POWER SUPPLY TO THE CONTROLLER WS.L PUMFIN6 PLANT NO DRIP ZONE GONiRGI VALVE I' RNNBIRD OR APFROVED EQUALw/IRBY-C;P91-M40x-100 ALL MATERIALS AID EaAPMENr FOR A 00?- TE AUTOMATIC CONNECTION TO WATER SOLRI.E TO HtiET FIELD taDITONS. IRKISATON SYSTEM. ANY ITEMS REQUIRED TO LOIPORM KITM yJuN 4oORDINATE MrALLAnoN KITO oK-atS REPRE5ENTATVE ND OR6i T GUILK COUPLER VN-VB 1' RNNBIRD 44 KP OR APPROVED EQUAL INTENT AAE COKSIL+ARED TO BE INGD@LTAL 70 THE WORK TRADES. ® MMRIAL ISOLATION VALVE LINE SIZE SPEARS 2622 OR APPROVED EQUAL AN 4. THE IRM6AnCN PLAN Is"SCHEMATIC.FIELD-VBRIFY ALL DIMENSIONS, O. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL BALANCING AND .USTINSFO O COMPLETE IRRU SATION SYSTEM DL-LSDUNS ROTORS. E#STN6,AND PROPOSED CONDITIONS.A9 REQUIRED TO PROVIDE AD i 0 GOt7TRdLE N MG ES t 24 STATION RNBIRD ESP-a4 R P-401I6 W 4�TH PED-0DI6 COl _FT SPRAYS AND OPoPLIES.E AND OPERABLE SYSTEMS. � �Q 4O STATOM OR APPROVED EQUAL 16.NO SBSTTmDNS KILL BE ALLOYEV KITHOUT WRIr1EN COMSB/r ® 9. OC NOr WLLFULLY INSTALL THE SYSTEM VM61 OBVIOUS S NR RELEASE VALVE I' ElERHAD 4409,OR APPROVED EialAL OBSTRUCTIONS,6RADE CHAN6E9 AMD BITE 6FAHETRY EAST. W-4 FROM THE LANDSCAPE ARCHITECT. U DIFF6U34CE5 SHALL BE REPORTED TO TOE OWNBR5 R rRE;seNTAnVE 11.BEE THE SPECIFICATION5,AIO DETAILS FOR FURTHER REQUIREMENTS. Q MAIN LINE CRAW 7/4' WA SEE DETAIL 6A91 IN THE EVENT NOTIFICATION IS NOT MADE,THE CONTRACTOR SMALL 16.SYSTEM WAS 0E9I6NED ON THE AVAILABILITY OF 45 PSI AND SS A55LME ALL RESPONSIBILITY FOR ANY MBCESSARY REVISIONS. 61-M AT THE FUtrHC T HEAD. CONTRACTOR SHALL VERIFY ® K54 IRRN6ATON W3L 57 GPM WA SEE DETAIL 8/1-3J 6. LONTRACTOR SHALL REFER TO LANDSCAPE AND N RASTRCNRE AVAILABILITY AND COMPATIBILITY WITH THE WATER SOURCE LATERAL LINE As INDICATED CLAY 200 PVC PLANS(HOT WA VF W- IVED) EN LAYING OJT A.D PLALBHENr AND IR. ALL DRIP IRRI6ATIOH PIPE DOH NSTREAM FROM ELECTRIC VALVES TRENClIN6. 15 TO BE 100 P51 740E POLYETHYLENE PPE INSTALLED KITH INERT TYPE --MAINLINE A5 INDICATED CLAY aoo PVL 7. ALL mmisAnoN INSTALLATION SMALL LOHPORM TO LOCAL CODE-& FITN&S AND'OETKBR'DOLBLE CLAMPS. SLEEVE LINES 6'OR A5 NOTED SCHECULE 46 PVC 20' ALL DRIP LATERALS SHALL BE�ED TO HAVE A MIK COVER OF $6. ALL SPRIHDIBR EOAPMBIi°SHALL BE PRODKED BY THE SAME a SLOP ALL OR ALL DRIP 4* E SHALL BE AT OVER P 1 E IN LA FABRIC AND MANFACMNt3R LAV.C�S9 OT}fBRKI9E SPECIFIB7. �i .. -----------DRIP LATERAL LINE 1-1/4' CLA&S 100 POLYETHYLENE q. PROVIDE CRIP IKX)6AnoN To TREES AS MRR-CN OR SIDLED A7 4'DEPTH LOVER OVER PIPE IN LAW AREAS. NO SYMBOL DRIP LINES 7/4' INTERSTATE P-440 ORPP AM-ROVED 5WAL FLACTIMS 55CHEDU E FOR EMITTER LOLMT5. SMOWI ON THE PLANS. YE BI. RWS OF LOW VOLTAGE CONTROL YIRE IN EJLLi GP 600'SHALL BE 12 SAKEKE KIRE. DRAWN: JAB . NO SYMBOL FOR DRIP E}UT7ER5 IO 6PH RAINSIRD )B10 10. CONTRACTOR 19 RESPONSIBLE FOR COORDINAnN6 KITH CHECKED: jjA IHFRASTRLCTWE COMTRALT ALL SLEEVE LOCATED UNDER CONCRETE 22- SIZE CI-Ass Zoo PVC LAT ERAL fireTH ACCORDINs TO E APPROVED: SKP ANY Y SLEEVES HOT FLACBJ AT THE nME OF PCLR SMALL Be FOLLOYLN6 FLOWS, —� LINE SIZE PIPS LAP 4 DRAIN BORED•NO UMNS AMD PAT CHILS OF REM C&IC wn, rip e,I OV8). I'FOR ROWS OF B 6PHH OR Less I-V2*FOR FL"OF 17 6FM TO 90 6PM SHEET A7 CO MTROLLJ31 LETTER A- CONTROLLER LETTESR 2'FOR ROWS of 70 6N HH TO 46 GPM ZONE STATION NUMBER DRIP ZONE STATION NUMBER 2-I/2'FOR FLOWS OF 46 GPM TO 76 6PH ZB.B 6ALLONNS PER MINUTE(6PHU 60 6ALLONS PER HOUR(6PFU la—IPA6ATICHWAD l.2 5HEET NUMBER I I _ _ I - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - I I I I I I I I wl 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 s 1 N I 'H; 1 STAFFORD AVENUE I I_ I I � 1 I — I c Pt �I ` 1 or C4 0 I � � II � I y I I i I 94 01 c � o o ^•- I Sal C40NSTRIKTION LIMITS to I I I I i i I I I I 11 1 i I I 1 j I I MT["LINE Las I Ii r I — I t — T — —— — — — — — — — h WM PL9LIHc PL. MEN IRR16ATION PLAN — A o� b L ,� i VALLEY WEST SUBDIVISION, PHASE I �c FISCHER&ASSOCIATES PROJECT: _� •a=_ BOZEMAN, MONTANA Iem1Y�l WlwlRal�I3n1161 �— x u %i 00 oWx�R: ASPEN ENTERPRISES, LLG ° ••• ' - - - - - - - - - - - ALLEY- - - — _ — - - - - - I;; j- - - - ALLEY _4_ —tACN��EL2. 'sHO6R"A M'.'. sp�a _ I I / (1)/'SLEEVE � _ FlSCHEfl 9 I I' I (1)1'SLMYE t A I 2 I 30.0 �I 13 F*l � ; A15 I /ninnma�" u 1 ; 47.0' + I I I A61 I I I ( I I I • j i I 1 I � j I I I r— 1 I h I w � f• ) � I I L.......— -- - --�-- I (I)4'SLEEVE (1)A'SLEEVE ALEXANDER STREET N��'x %4 II4 D MONROE STREET If 18 dI 1 es ----— ------' ---� — I pf I 2 1 I I I❑ .o IfDi 1 A51 \ �\ 31 W to PLACE 1U1US.INE APPR=KATEL'T CI 24'PR&l CUrp I w Z W I V I jl 1 �J7NTROlLOI'''A' � �o I � to J Ll W 0 � ---'-- ---I------- (L m to ALLEY > I I,'; 19 �'' Z z no id A5 I W O FW-- (I)4'SLEEVE 4'SLEEVE 'I�'n� W (I)Y SLEEVE ❑ AI (U A'SLEEVE I V lu W 25.4 .y 0 i .0 2Ai 7.7 o, I\/ u . Q I I I I 31 L^I I I > Q1 Q 450 u. I —._. 14 25.4 1 0� PROJECT No: 01076 ISSUE OATS 07/15/02 } 11 20 REVISIONS: 312 I 312 Il 12 �' 1_ 21 2/1 24.2 I 1 ( 30.0 l I I 16 17 I.. a R r L coNstRucrloN Llnlrs ►�7 ac wa ro CONSTRUCTION LU11T'9 - — — - - - — — — SLEEVE (I)&'SLEEVE U'I 0)Y SLEEVE I APPROVED: SKP WEST BABCOCK STREET ` CHECKED: INJ.C, N.I.C. SHEET - - - - --- - - - - = - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -TM—�- - L9o9 • • • • - - - - - � i - - - - - - - - - - - - -- - - - - -- -- � - - - - - - - - - - - FNTCH LANE 133 I I I I I -1 lI a • I I I s bl I• I I II I � 61 � I I � I loci I I O I i rg I si i CI I I � � GI � I •Vi Ch' {.]oNo o V' � I Ofit _ I N PC sl g I sl s I CADLL I I I • 1 I KIMBALL AVENUE I , — I I cIp I 1 I I c C I I I , Ul I I Ilit ^f I I 61 j I I I e I I CONSTRUCTION LIMITS I ®� I e b x s s s c I I o c. FERG US ON A VENUE a — — — — —— — — — — — — — — — — — — — — — — — — — — — — —j 2W2 FM-fER AND A` NTCS.PL. m Duo: IRRIGATION PLAN — G e o VALLEY WEST SUBDIVISION, PHASE I 0 FISCHHR&ASSOCIAT&S raor BOZEMAN, MONTANA 4 ]flf 1V W AfmlllHme19101 ••� p ffvrlOf lf9flul Mll»ff9 — I y x iii 9—E:R: ASPEN ENTERPRISES, LLG ° •- u 4n upulP I I � I 1 I I I I I I I I I I I I I I � i I I I ( I I � I I 1, I I I I I I - I I I � I FISCHER CAP MAINLINE FCR / ae FUTURE OfPANSICN FF- ! I z w o � I �AI 312 NN I IAID\ \ I P. J1T FLAG �, CLNsrRUCTICN Larurs \ PROJECT N:: OIOTb ISSUE DATE:09/I5/02 A9 REVISIONS: / CAP IWXWIC Fd! 26.$ u , !____ \l /�� — � I FUTURE WMSXM - I I AB ---- 4, I l I � I III I W 4o DRAWN: JJR • I / 1 ' 1 26 SEEVE APPROVED: 5CF SLEEVE N.I.C. (1)4-SLEEVE SHEET 1)f'SLEEVE w u o ao Q I N.I.C. rlomw I HATCH LINE L2.2 I I l l I I - - - - - - - - - - - - - - - - - AL/LYY � - - - - - - - - - — - - -, - - � ' - - _A�.�IY -4— III — L. NOTES NOTES ALL TREES TO BE PLANTED TO HAVE ALL TREES TO BE RANTED TO \��`` R II liorr4r q THE SAME IRBA TO FINISH BEAR THE SANE RELAT10H TO FINISH GRADE AS ORIGINALLY •NOTE, . `-_SANDRA WALK GRADE SE OR Y GROAN In 6ROH4N IN THE NURSERY. PROVIDE 2 ASRI-FORM FlSCHER THE 11.R+ERY. TABLETS P9R BMWs STAGING 19 HI DRY. SUMMIT STAKING 15 MANDATORY. SUBMIT FOR ' BOULEVARD Qa FOR APPROVAL BY OMHER'S APPROVAL OP OWNER'S REP.A / MOMM AS SPEY.41982,TO Ham PORHED REPIt_ENTATIVE,A DETAIL OF TREE DETAIL OF TREE STAKING 5HCWINS RETAIN NATURAL PLANT PC". FINISH 6RADE-LAKH WTH TL'PSOIL STAKING SHOWINS QUANTITY AND QUAMITY AND TYPE OF 5TAKING ��r40aC II,Iu '` TYPE OF STAKING MAMMALS. MATERIALS. DEPTH PE FIIL.GH A9 SPFS.IRB7. PILL ARIS rrrriri T• a�`�� PRIME AS< RED TO RETAIN EXISTING&RACE NATURAL FORM MOAa AND PAINT A9 5C'D,TO NtA.GH 2'AWAY FROM Tl,WC RErAim NATURAL 6ROATH FORM.• xppe a KRAFT FARM TREE MRAP,MAP CONSTRUCT EARTH eanM AALr,EP, sIFIEW®ER FAeftle As TINE TNRGVGH WARRANTY PERIOD PILL W/MUL CK AS SPELIPIED. I- C 'CENTURY'TREE 6UdRD;LARGE SIZE rLANTNS MIX,AS 5PECIP99V 11= III 1I- 'GENTLRr TREE 6UAR0:LARGE SIZE RN&RAVE PLANT1Ns DI-TH TO MATCH I I I I I 1 6•STAPLES TO ANCHOR WEED CONSTar-r EARTH Bath sAkr- _. FILL H/M L41t A9 SPECIFIED. FINISH GRADE J 1 FINISH GRADE I BARRIER AT S'OC;1'-0'O.G. :Y/// / � /�� •,...'..!�::;'.::� ::. PROVIDE 6'MN CLEARANCE' }H>' PROVIDE 6•MN.CLEARANCE III �-TOPSOIL AT 5E1+15,IP RC(i11R®. SALL AND I — MULCH AND DEPTH,A5 SPECIFIED BETMBHAL� BALL a ALL BE Fir KALRED 1� =:i /// �� A �WALL9 SHALL PI BE 6•MR GLEAIRAIGE U46LAZED I I- '- FRACTURED AND UN6LAZED. III-,'`'••' R810VE P11RLM FROM TOP I I I I W�B SPECIFIED FABRIC, AS SPEGPIED REMOVE BURLAP FROM TOP THIRD _' -% .+ ''•'�— FOiTED, �POT Ib METAL ED61HG,A9 SPECIFIED, MOTH VARIL•9, R840V2 BURLAP FROM 70P THIRD 0P i; OP ROOTBALL,GUT HIRE BASKET IN —I '.�.. % I INSTALL ACGORDIN6 TO ROOTBALL.OUT WIRE BASKET IN F0.R PaA RACE-5 AND POLO DOME b'. I�I I.• +1 —III—•I 1 UI BEFORE PLAHTDr. 161Sr RACES AND POLD DOMN b INC14E9 I f _ I I I CARE TO NOT D19TRUB ROOT MAH.PAGTURETt5 SPEGIPIGATOTL9 cancREre CURB 4 dliTEG I�I I yI l I PLANTING SOIL MX,A9 sPeclReD I- - BAGKPIu W TH PLANTINS SQL — I �-111 I I- �1_ r I I I I I I I I= MIX A9 SPECIFIED. '-1 1 1 III III OF �L SM AND E6 BOULEVARD MOUND �� DECIDUOUS TREE S EVERGREEN TREE SHRUB TUIIILI. 5 EDGE/MAINTENANCE STRiP REFERENCE NO SCALE REFERENCE NO SCALE REFERENCE NO SCALE REFERENCE NO SCALE REFERENCE NO SCALE VALVE RISER AND DIVACAP b* MINIMUM PIN19H 6RADE SLOPE AWAY MN. PVC SCH 40 ELL _ PVC SCH 60 NIPPLE(LE45T1 AS REOD.I OP 2) PVC,5CH 40 C41,PLIN6 FFI �'LINEAR LBH61H OF WFE,COttID—III — — - VALVE COX AND EXTENSION HATER PROOF COMYTICH 0 OF 2) _ OR BaL.L, _ �Ipp Ti-I i I: =I I I-I I I- 2 MAIN LSLOPEINE!I i III—III_ WTN NON-HIND®GOV@l VALVE BOX H11H COVBI,24'SUS PROOF WIRE COTQNEGTORS ILCW MO I' - TOP 4r M"-GH MAKE ALL CRUCES IN ,(� 1 u A I 1—I I II I S/4•BOILER DRAIN RNYIH 6RACE U 1 IY 4— I; BALL VALVE FINISH 6RADE VALVE BOXe9. PROVIDE 10 EXP.COILS EA H!" O III : S•NUN. PVG 5GH 60 NIPPLE AH.GRACE • VALVE BOX WTI COVER FILTER (CLOSE,I OP 5) 12 I I-I I II I � FABRIC ARM;D�4407'1'AR PVG 9GH 80 UNION PORam t3,1 —III �� VALVE 9eRVICN6 A99EHC D L I I-I!] MI/5ltE7 1'NG RISC PVC,SCH 40 MALE ADAPTER 1 GRAVEL PILL A9 NEEDED 5•MINIMUM DEPTH OP 5/4" W E BOX I4L1-11 MINUS WASHED GRAVEL a GATE VALVE,]'SIZE Q LINE SIZE BALL III•(l�O� O OO VO 0 0 °N ERGK(I OF 4) TRIC VALVE MAINLINE VALVE:HMPYJND' L — `-b 00 0000 0q,� FRENCH ORAIn 00re R�FesLAat AS 10rsc. AND0-CIA. BOX 2'X]'x Y PECIFIED PIPE OR eQ,AL —III• ��O O O OO 0�0 HINTMUM SIZE R@DR CONTROL VALVEPE S'FCTJ. Z 0 ny� INLINE VHYE FILTER A9 9PfLlq® ll.l000 oMAINLINE �L VALVE AS SPECIFIED TO� MAINLINEo a • • MAINLINE PIPE'OO PVC MALHJNE PIPE _ O —PVC SCH 40 TEE OR ELL 5•DEEM, OR:INSTAL e-DEPTH,,WA9NED SUP FIX CONNNBGTORI INSTALL —III I GatcREre T1id19i eL.TZHC PVC,SCH 60 NIPPLE(Y LENSTH HIDDEN)AND PVC SCH 40 ELL 5/4'HI14A GRAVEL BASE IN FULLY EXTENDED POSITION 6AAVH5-BASE IN FULLY EXTEND®POSITION I I- 6 iRRIG. MAINLINE DRAIN 7 AIR RELEASE VALVE DRiP ZONE CONTROL J ELECTRIC VALVE 10 MANUAL ISOLATION VALVE � z Q REFERENCE NO SCALE REFERENCE NO SCALE REFERENCE NO SCALE REFERENCE NO SCALE REFERENCE NO SCALE —� FINISH 6HRA.DE FINISH 6RAOe TAPE 4 HRmL.E ALL WIRINS AT 10 PT. ' • INTERVALS USE PLASTIC WARNIN6 TAPE 1. ALL PIPES ARE TO BE CENTERED _ • m 6•ABOVE ALL DIRECT BURY WRING.MAKE • ON TwLUST BLOCKS. d ALL SPLICES IN VALVE BOXES 4 LOCATE ON _ • 2 CONTRACTOR 19 RESPONSIBLE FOR r� w CAtlm71I AS-BUILT PLANS. TIC A LOOSE 20 FT.LOOP DIRECT GURU ADEQUATE CONSTRUCTING THRUST W 1n � SMT16N IN PIIRNS AT ALL CHANGES IN DIRECTION _ __ BLOCKS IN ALL RRNS INSTALLATION. 8 GREATER THATSo De6IPEMS. LNrE ALL THRUST BLOCKS Nor SECURED aN FINISH GRADE W 'n 4 FINISH GRADE LOOPS AFTER MAKINS GOIAQ-GTION9. 2-1/2'DIA AND SMALLER LATERALS INSTALL ALL 120V.WRNS IN CONDUIT WTH J E9 SECTION A-A I�I I—I I I�I I I I I I_ �DR ROTARY OL Q u- EMITTER AT BASE QNCK CCUPUNS VALVE 4 BOX - M9TG WARNING TAPE RS NOTED ABOVG LOOP THRUST BLOCKS OF EACH PLAINT %1 :EU ... 15 GRADE WEN TURF � Z:-I I 1—� —_ 19�TABLI9HEDZ ALSO PLACE ALL WRNS UNDER PAVEM M II vSCHE2ULE 40 PVG THREADE7 III _ AND THROU5H SLEEVES IN CCTVUIT. � I.NIPPLES:LENGTH A9 REQUIRED JIJ, _ I-I I I-I I �e PLASTIC WARnIHHG rA1•B e•ABOVE DIRECT BI1RY RAN A A ,.; 5/4'DRIP TL61 40 III MANIJM AND ALL LATERAL FIFE. — PJG PITTlu SCHECULEN65 LLL- —I I. FINISH GRADE PIN.SRADE :i:' MJLGH A9 Sf'EGIPIED FlR BRACE I I I I 1—III I I—I Q w Q z 1= n MAINLINE TAR IIi 1— < N PIPE I I - LATERAL LATI3RAI_ FlR TEES 4 ELBOWS ll— — I III— I I �'Pvc SOIL m Ri9at J SECT_N� —1 iD Q I I —�1 I SCHEDULE L uNm7eD sly FLLss ]]-I/]• 4G• +o• -LULL �L _ 4S DeeRta MAX JOINT. W swN& 120V WITE u wL -IPE A B A B A B A B 11=1 I I=I 11=1 I I I I I I I I I I- .a1Nr,1'-e•U3t6TH IN coNDUIT IN TRENCH F s. 24 u• r 12 Ir 12' 21• 1e• 6•STEEL STAPLE AT e'o R MAX U e 24' 12" Ir 16• 17 1b 51- IS- 6'STE L ST uTERAL,nor ReDv.WRRR�711T1K TAR -.— 6' 40' 24' ID' 24' SO' 24• 47' 50' V+(CRE DRIP LATERAL 19 B.WEV _eve.6LL PIPE -1 PPE- A O 10• W. W. 20• 50• 40• 50• 61• 66" - - - _ —_ _ _. _ _.. GaYL9 12• 61' 56' 16• 50• 16• 50- 61' 36' W®BARRIER PASRIC,MIGAL 5CU 40 PVC 18' IF LOCATED IN A RANTING BED QUICK COUPLING VALVE TRENCH 13 THRUST BLOCK DRiP EMITTER �� GEAR ROTOR HEAD PRQEECi N4: 16 ISSUE GATE:0SA53/19/02 REFERENCE NO SCALE REFERENCE NO SCALD REVISIONS:REFERENCE NO SCALE REFERENCE NO SCALE REFERENCE NO SCALE - 6-INCH rD WELL CASE CONTROLLER EICOWRE,WITH LOCK ISLE A RI6ATICt! 2-INCHOSGHEIMLE 60 PVG PROVIOe TAPER 6•MOTH TO GONC1ETE PLANS POR MBL PROPOSED DROP PIPE 10 LP.55.SCREEN PROVIDE HADICAP ACCESS SLAB LW LIGHT EDGE OF PAVEMENT OR CURB LOCATIONS. WELL JOHNPON OR EQUAL W TH TO WALKWAY. SLOPE AT 2% BROOM FINISH 2-INCH FITLJESS z SHROUD P 60 N HER TREAT GRAVEN. MINIMUM MATCHED PRECIPITATION 8 PEDESTAL KIT ADAPTT37,69 FEET O SHROUD TO NPW SUBMER918LE CONTROL FOR Mrt� 7(EA)•S WEAR L FLT4P 9 HP.220 THREE O 1 CONTROLHERBICIDE WTH 1]• CONTR8IAFA a DEPTH�OH NER8IGIDL POPE 6RADE STAGE 2.AT TD.H.TO FR714E SPECRG M®2 SLOPE a U4- rC I p N'RADIUS FINISH 6RACE 53 GEAR.AT 60 P5.1.AT THE MIN,21H TO _ 11_ 2-INCH GSV2i4 WELL HEAD. 601LD 60 GP.-1O CURB.TYP. 6''O� SPECIES FEE PERK Mlwrw ADJUSTLE gTPmE56U OR ELl1AL ' PPE MIN. I< ---- H• _ I I FE I CONCRETE PAD, 6-INCH MNIMM 9ytITGH 70 5S GPM 12.1 POPE WATER AND!POLL STOP a WASTE VALVE pp 9 I TTHIC.HCNESS %GEED.DO-"I b�ce DEPTH BE-oW b'-0' 2%CAM SLOPE ate. _-- 4• 2 N Q-^7 _ 9lURPACE 70 • I — FINCH GRADE I-INCH BELCH MALE ADAPTOR I SMOOTH SEAL I•. n t TOP OP PAD 2 EA,LINE SIZE BALL VALVES f WM 25 BLADDER QUICK COUFLIN6 VALVE p 7• ag 9, 1/ G 5CHEDULE 40 M5ER %-INCH PVC SCH 40 CONDUIT, TYPE 60 GAL. FINISH 6RADE: -- f SHEEP ELL AND FITTINGS PRE SURE TANK I J.t•HBo PLASTIC VAULT,W TH SEE GRADING — SPIRAL CARE ELLS W TH LOW WELL MATE' OR EXTENSICN9.(NO FLOOR). MANS -- RAY AREA hL1.GH mill ITV SP-100'FINNY'PIPE .:l.: VALVES I SIZE.`SHAPE AND _ 4'CP S/4'MINUS Q WRCS 70 REMOTE CONTROL EQUAL }H W ., 5/4-INCH DRAIN CONSTRUCTION 70 HOUSE 4'DEPTH 9/b'MINUS SAA —' .R�TED n ^ VALVE 1 0 CYCLE STOP VALVE TAOC WITH NATURAL FINES 4 20 \� I= CLASHED STONE 5-INC44 C. !� I- APPURTENANCES,WTH PERCENT CLAY BINDER; TYPAR 5201 NEED \\�/� \ —COMPACTED ORA'XN: JAB 2-INCH PVC SCH 40 GONWIT, MAINLINE, REMOVABLE COVER AND 5/4 LOCALLY AVAILABLE NON BARKER OR alortaenE �: JJR 51 ELL AMC)FITTINGS SEE FLAN INCH MINUS,6RAVBL FLOOR SPEC..ROAD MIX COMPACTED APPROVED EQUAL - NOIFi, APPROVED: SKP 2PVC,00 LATER TO POVEC SUPPLY t PUMP IN5 MAINLINE DRAIN��j ai A7 6 INCH DEPTH. TO 45%PROCTOR DENSITY.A9 I PROVIDE EXPANSION JOINTS AT 16'OL.AND CONTR0.JONTS A7 4'00. PLANT. CONTRACTOR TO [a UNDISTURBED 200 LATERAL PROVIDE ILO V POMBR SU1'RY PER CITY OF BOZEMAN PARKS SUB6ERADE;PILLS 2• �T"1RPAGE OF MOWN&LOSE FLUSH WITH ADJACENT FINISH GRADES. REQ11REiENT9 S.PROVIDE SMOOTH GRADE TRANSITOK NO LIF,MHERE 6RAVEL WALK G UTTILIITTY�R�REM RINS BA9EAID IRRIGATION WATER WELL �GICKDETm NSIITY% APPROACH ABUTS hMSTWPFORAD/`ACCESSIWOPLAYAMA �"� g SPRAY HEAD 17 PED.' CONTROLLER PLUMBING SCHEMATIC 19 GRAVEL PATH 20 CONCRETE MOW STRIP / ERENCE NO SC A REFERENCE NO SCALE REFERENCE , NO SCALE REFERENCE NO SCALE REFERENCE NO SCALE ��Qw 6 ... W • • �1 • L 12 3 mw -low PROJECT: VALLEY WEST SUBDIVISION,. PHASE 2 VALLEY WEST SUBDIVISION PHASE 2 - I ' I BOZEMAN, L �� _ : . � MONTANA BOZEMAN, MONTANA L N _ I — _— a OWNER: -- ® -- PROJECT — - ASPEN 3a OCATION ENTERPRISES, LLC JUNE 111 2004 r E PREPARED FOR: ASPEN ENTERPRISES L.L.C. , . - IlliI PREPARED BY: _ ) '� - wl 9a - rr (� I AW INC. VALLEY WEST PHASE 2 II BOZEMAN,MONTANA NORTH NORTH I KEY MAP N.T.S. PROJECT LOCATION MAP N.T.S. KEYMAP D - 815 WESTERN AVENUE,SUITE 300 SEATTLE,WASHINGTON DRAWING INDEX LEGEND - EXISTING FEATURES 98L 2 TYPICAL DETAIL ANNOTATION / TYPICAL DETAIL SHEET LAYOUT TE082877700 FAX 206 343 9808 DO WATER VALVE (,,.•----_. _E%ISTINO CONTOURS I www.edaw.com LANDSCAPE PLANS DETAIL •� CURB STOP it%.9< EXISTING SPOT ELEVATION NUMBER\ FIRE HYDRANT 1 , 04)01 COVER SHEET .�• STORM DRAIN MANHOLE A'1 SHRUB(SYMBOLS VARY) LS-501 Ls•1o1 LAYOUTBGRDINGPLAN•1 6 7 8 9 10 LS-102 LAYOUT S GRDINO PLAN-2 0 STORM DRAIN INLET `.I TREE(SYMBOLS VARY) LS-103 LAYOUT 8 GRDIN°PLAN•3 IT SANITARY SEWER MANHOLE SHEETWHERE _ LP-101 PLANING PIMI.1 p LUMINAIRE - DETAILAPPEARS 11 12 13 14 15 LP-10 PLANING PLAN-2 L� WATER METER PIT MANHOLE �J UTILITY POLE LP-f03 PLANING PLAN-3 - U•101 IRRIGATION PLAN-1 (yJ OAS VALVE -a- SIGN U-102 IRRIGATION PLAN-2 16 17 18 19 20 C LI-103 IRRIGATION PLAN-3 • REV. COMMENT DATE LS-501 CONSTRUCTION DETAILS ' LEGEND - NEW FEATURES ABBREVIATIONS NEW CONTOUR /1 ADOi. DOITIONAL FF.__FINISH FLOOR PERP. PERPENDICULAR — - — ---- �- ---� --- -- ----_-- -- i- -----� -- —BC BOTTOM OF CURB F.G. FINISH GRADE R PROPERTY UNE _-- .67.t9 NEW SPOT ELEVATION BLDO. BLRLOING FT FEET POS POINTOFBEGINNING DESIGN TEAM BLVD' BOULEVARD GA. GAUGE PSF POUNDS PER SQUARE FOOT NEW GRAVEL WALK SM BEAM GALV. GALVANIZED PSI POUNDS PER SQUARE INCH B.M. BENCHMARK G.C. GENERAL CONTRACTOR CITY QUANTITY O DECIDUOUS TREE BW BOTTOM OF WALL OPH GALLONS PER HOUR R RADIUS OWNER ARCHITECT OF CUBIC FEET GPM GALLONS PER MINUTE REINF. REINFORCED O CJ CONTROL JOIN HC HANDICAP. REDS. REQUIRED ASPEN ENTERPRISES.L.L.C. PRUGH B LENON ARCHITECTS,P.C. NATIVE TREES 4- CENTER LINE HORIZ. HORIZONTAL BONED. SCHEDULE SEAL: B CLPL CLEARANCE N HEIGHT SECT. SECTION p`14OF Al%11, 2415 CAMELBACK,SUITE 900 27 EAST MAIN STREET "'W PHOENIX ARIZONA 85018 BOZEMAN.MONTANA 59715 4 - CMU CONCRETE MASONRY UNIT HP HIGH POINT SF SQUARE FEET - (802)488A800 (406)687.1255 (��/ ORNAMENTAL TREE COL COLUMN I.D. INSIDE DIAMETER SFF SQUARE FEET FACE •SANDRA K.'*-. CONC. CONCRETE INFO INFORMATION S SHEET = FISCHER. CIVIL ENGINEER WETLANDS CONSULTANT CONT CONTINUOUS =.j j EVERGREEN TREE CON. CONTAINER INV.EL '""ERTE`F"„°" BM SIMILAR RRIG. IRRIGATION SPECS ECS SPECIFICATIONSMORRISOU-MAIERI.E.INC VAUGHN ENVIRONMENTAL �'•'-� Cy CUBIC YARD Ji JOINT- SJ SCORE JOIN mo 9 011 TECHNOLOGY BLVD..P.O.BOX 1113 833 SADDLE MOUNTAIN ROADCES O DECIDUOUS SHRUB D DEPTH L LENGTH TA TOP OF ASPHALT BOZEMAN,MONTANA 59771 BOZEMAN,MONTANA 59715 DING DIAMETER LF LINEAL FEET T.C. TOP OF CONCRETE ~ (406)587-0721 (406)5SM909 DIM(S) DIMENSION(S) LP LOW POINT TC TOP OF CURB Z LU ® EVERGREEN SHRUB owe DRAWIN MAIL MATERIAL_ TW TOP OF WALL EA EACH MAX. MAXIMUM TYP. TYPICAL LANDSCAPE ARCHITECT EA EDGE OF ASPHALT MECH. MECHANICAL U.N.O. UNLESS NOTED OTHERWISE DATE:06/11/2004 UO TURF GRASS SEED MIX Of AREA) E.C. EDGE OF CONCRETE MFR. MANUFACTURER VERT. VERTICAL EDAW,INC. JOB NO.:3E085.01 815 WESTERN HING ON 9 104 ® DRYLAND NATIVE SEED MIX 02 ELEC. ELEVATION MIN. MINIMUM W/ VERIFY IN FIELD 0 SEATTLE,WASHING70N88f0a ELEV. ELEVATION MISC. MISCELLANEOUS W/ WITH DRAWN BY:JKB Z (206)267.7700 CORRIDOR WETLAND NATIVE SEED MIX#3(MAYNARD•SORDER CORRIDOR) EJ EXPANSIONJOINT MTL METAL W. WIDTH CHECKED BY:SKF ED EQUAL N.I.C. NOT IN CONTRACT W/OU7 WITHOUT O 0 1 LAKE WETAND NATIVE SEED=94 LAKE PERIMETER) EQUIP. EQUIPMENT NOM.ON NOMINAL � WWF WELDED WIRE FABRIC DRAWING TITLE: U \. A - - EXIST. EXISTING N.TN.T.S. NOT TO SCALE ()' ()DEGREES LAKE UPLAND NATIVE SEED MIX 95(LAKE PERIMETER) P . EXTERIOR O .ON CENTER 0() NUMBER() COVER SHEET..FONT. FOUNOATON O..D. OUTSIDE DIAMETER (pl ()POUND - _ O EMERGENT ZONE PLANWO(SOD B TUBUNGS)AROUND LAKE Z O SHEET NO.: U H G-001 . U 0 1 2 3 4 (0 EDAW INC.ALL RIGHTS RESERVED CO 1 2 3 4 / FUTURE PHASE T ,/ 30 15 0 30 , TRAa,ENOTRAI AT ,�/i PROJECT: VALLEY I CONSTRUCTION LI I ITS"@��/Q4 /)� ��" CON JRUCTION LIMITS T— I WEST SUBDIVISION, • F \ \, `\ PHASE 2 MAYNARD-BORDER j �' 4191.SB g DITCH BOZEMAN, I \ MONTANA OWNER: BEACH AREA AND SAND LOT NOTES: __-__ \\% /i / 1 •./ / c`� {� '� ASPEN \I ENTERPRISES, LLC 1. PICNIC TABLES,BENCHES,LOGS AND BOULDERS WILL BE INSTALLED UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE. \ / s / , ,•_., �\ �.,............_. 2. PROVIDE 1/4"MINUS CONCRETE SAND OR MASONS SAND FOR THE BEACH AREA AND THE SAND LOT. i f . 19 \ $� a:ao 1 __ EQUIPMENT SCHEDULE: \ � '��''e I• `„\I tjog( � I '•\.� ..��_�.- __ __.- - ��� LANDSCAPE BOULDERS: \\ /kt / 4 'a I r i I �; •''\\\ [ --� SPECIFICATION: LOCALLY AVAILABLE BOULDERS APPROXIMATELY 2.5'X5'IN SIZE. BENCH,TYP. LANDSCAPE LOGS: ,�!! ♦ �_. / KEYMAP \ 1\ SPECIFICATION: LOCALLY AVAILABLE LOGS APPROXIMATELY 20'LONG X 24"CIA.IN SIZE. ps rtsl 1755?B 4769.22 PICNIC TABLE: / /.. ' SPECIFICATION: GAMETIME,1-800-453-2435;SINGLE PEDESTAL TABLE(#1881) j \ 1t 11 1 815 WESTERN AVENUE,SUITE 300 COLOR: BLACK _ - \ / _�, 4; 5\tS� �,` /" SEATTLE,WASHINGTON PROVIDE 4'BY 4'CONCRETE PAD,CENTERED,UNDER TABLE. SEE DETAIL 1/LS-101 I I' \ \ 1 98104 ��ei per\ \ \ TEL 206 267 7700 BENCH: \ \ 1 \ I ' I FAX 206 343 9809 SPECIFICATION: GAMETIME,1-800-053-2435;STRAIGHT LEG BENCH #4066 / ° � u b % \ \ www.edew.com j HP 4T8 COLOR: GALVANIZED WITH DOUGLAS FIR SLATS •' / Pfi5:95°I `% MAY ARD-BORDER / J�/•% 4765a j DI CH CORRIDOR 1 1 ` •/�-" \� 4'.0" \ - 70 FEET WIDE) I I asses -' �, 4 I \ \.. 11w0 I \ ,\\\\\ 1 11 REV. COMMENT DATE - v7 14.40.e IM \ \\ 11 5'00 o \ 4767.75 47e/94 j`�\` 1 , Pc CONTROL JOINT, 318"DEPTH To ^s72s _ -- - —� t — -— —- - - - /LAKE EDGE,EIEV 4763.00 01yqb I 1y4Te7.4-w.s7 /�rePa� �� 47e7J9\ o , a 0 , % . 4 LIGHT BROOM FINISH; 4J I �A� // �'\ t s�47 � g1'9\ , �t0 47e ffi °�'T''�� I � i SEAL: GRAY COLOR Pin I \ I '1 unuunp,� pG41,9.1° C33 °tQ9`� I I SANDRA K. - FlS(7-IER _ PLAN VIEW \ I G 151ew \` R •y�s°�' F- 2�551/ ITETffi I (I , CONTROL JOINT,318" �� 47s514 , n4 ` DEPTH 1 _{ 4``_ s? F K I =1s 7ss0 I I Z UJ MINIMUM 1%SLOPE I &` ag FINISH GRADE pTa4,s0a 61e Us CONCRETE TO DRAIN '__ $ ��A LOGS / I \` \ 1 415es0 - 9 �, b y 1e ed 1 `' t\\ L DATE:06/1 1/20D4 OU 1 1 �\, / JOB NO.:3E085.01 O I c s BENCH,TV. t / o DRAWN BY:JKB z . — — — — — — — m� N CHECKED BY:SKF O -III --�—�—�—�— �—�—�— 3/4"MINUS i, III III—III—III—III—III—III,-III—III; GRAVEL BASE, $' a ;:.- I c F- �( 0 PICNIC TABLE,TYP. �{ 1 1� A COMPACTED TO95% \ LANDSGAP•� 4q,_"� �S C �a, a\ \ o DRAWINGTRLE SECTION BOULDERS-\, `� - -X. f'`''::: .;,=:: 20 - /' // G mt \ \I LAYOUT&' . -SUBGRADE,COMPACTED 20 ° 11b 4v i TOss� a. 2,°71 ' : / , 11N GRADING PLAN - 1 z �. CONCRETE PAD UNDER TABLE SANDLOT `" ""^��— BEA�ARFA , o CS-101 . NO SCALE SHEET NO.: MATCHUNE-SHEET I. IPmissl r i LS-101 MATCHLINE-SHEET 2 r ,r 0 1 2 3 A rk,cnew wr.Al 4 a1r_ure oeeeovcn ff1 1 2 3 4 MATCHLINE-SHEETI PROJECT: VALLEY L ae MATCHLINE-SHEET2 �• o WEST LINE TABLE CURVE TABLE LINE LENGTHI BEARING CURVE LENGTH RADIUS \ I 20 0./7M m IrI I s.a+ I 11 I I o ���" SUBDIVISION, Lt CI \ 47EB3 i I I i , / PHASE 2 • F 0 84.61 N09'31'53'E C2 159.95 120.0 LAKE EDGE,ELEV 4763.00 / PICNIC TABLE TYP I L3 31.44 N04°O6'02NV C3 44.37 50.0 \ / J , . u'I I I I 1 i L4 50.40 N54'56'55"W C4 42.92 40.0 goy\ 1, •- -' --- _---�� 'A'no" ,,I I I, ,1 '1 ; 1 , H BOZEMAN, LS 50.62 N05'46'17'W CS 18AO 30.0 ` !' L6 9.09 N40'55'20'W C6 23.38 30.0 �Gp \LPasw2� �ry�r,, p$ `� ''• . ( 1`•�`'� I %, �) MONTANA L7 65.43 NO3°45'STE C7 41.14 40.0 1 L8 20.95 N04°42'22 W C8 28.22 24.0 Gy / a g L9 18.58 N56°08'20'E C9 31.83 30.0 4P\ L OWNER: ? }\ L10 18.41 N40.34'50'E C10 35.80 30.0 `"� ��' -•'!', L11 66.09 N08'07'09'W C11 46.13 50.0 ,. 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C RRI%jR Z QO E WIDE) LLI / �'.._. \.`4 i " • \ OFsopguic �� I I I DATE 06/11/2004 UO - -' I JOB NO.:3EO85.01 0 _ }� yI i �UI; J ) j DRAWN BY:JKB Z -•.__.! / � � ,, %-� CHECKED BY:SKF O • A DRAWING TrrLE: LAYOUT & GRADING PLAN -2 fl 1�, I 0 30 15 0 30 , -- ` P / I� SHEET NO.:' U _ \, 7 90 D ��•. ) I I , ALL 4 LS o -102 cWi� 1 2 3 4 ®EDAW INC.ALL RIGHTS RESERVED CO _ ......... 1 2 3 4 Adlk PROJECT: VALLEY / i o WEST SUBDIVISION, PHASE 2 4o F BOZEMAN, i MONTANA I OWNER: ASPEN ENTERPRISES, LLC E % 3a n KEYMAP / I _ l 815 WESTERN AVENUE,SUITE 300 ALt_Y 5 REFER TO CIVIL DRAW INfi I SEATTLE,WASHINGTON / FORSIDEWALK�JpYIN 98104 ' / AND GRADING TEL 206 267 7700 / FAX 206 343 9809 www.edaw.com CONSTRUCTION LIMITS C REV. COMMENT DATE U / SEAL: B / \\\rll�lllll//// -`\\\ • • SANDRA K. REFER TO CIVIL DRAWINGS / __ : FlSCHER `1 _ FOR SIDEWALK LAYOUT ----- ANDGRADING o//onnara H Z W o DATE:06/11/2004. UO JOB NO.:3EO85.01 DRAWN BY:JKB Z _ z / CHECKED BY:SKF O F i1 � F- DRAWING TITLE: ' U. LAYOUT & GRADING PLAN - 3z ALLEY 2 o SHEET NO.: LLI 30 15 0. 30 TM ! LS-103 U _ o 1 2 3 .. 4 (W EDAW INC.ALL RIGHTS RESERVED m 2 3 4 ' '� 2 s PROJECT: VALLEY PLANTING TREATMENT AT MEYERS LAKE/MAYNARD-BORDER DITCH se Rw s I slE;i/% CONSTRUCTION LIMITS 30 15 0 30 ®� ``�G '�'� "�rlT�: l WEST ZONE TREATMENT ELEVATION RELATIVE ELEV. SUBDIVISION, LAKE EDGE 4763' 0' /• a r�',�r" ^.��'"f \\\ \ l 1 F �tLr PHASE 2 • F EMERGENT SOD MATS,TUBELINGS,&LAKE WETLAND NATIVE SEED MIX#4 4763'-4765' 0'-2' 2 i1 j -kre ,�0 F'.�'' �cr�Y + \; 1 •I PN SATURATED LAKE WETLAND NATIVE SEED MIX#4 4765'-4767' 2'.4' PG j' , w, y kt I \� 2 . 3 BOZEMAN, UPLAND(AT LAKE) LAKE UPLAND NATIVE SEED MIX#5 4767'+ 4'+ 1 ''�'.tc:' {"' ' ' ` '' MONTANA UPLAND ELSEWHERE DRYLAND NATIVE SEED MIX#2 OR TURF SEED MIX#1 VARIES-SEE PLAN VARIES �'� .� �` I 4 MAYNARD•BORDER CORRIDOR WETLAND NATIVE SEED MIX#3 ON DISTURBED VARIES-SEE PLAN VARIES \\ 3 r \�\\I I RW CORRIDOR AREAS OF STREAMBANK,SEED MIX#5 ELSEWHERE OWNER: AA CORRIDO WETLAND NATIVE SEED'MIX#3 { REFER TO PLAN AND PLANT SCHEDULE FOR SHRUBS 8 TREES AROUND MEYERS LAKE. r"• ly'•`'I�'"'�-'I ON OISTU BED BA M AREAS.USE SEED MIX#5 ASPEN / '¢ � '• IN OTHERDISTUR EDAREASOFCORRIDOR ENTERPRISES LLC y; s:� ... ...PN ! :n SLU SLU UTUBELINGS \ PG ,r I SB ., . Evi I' I' SAR SAR / v \:.••� �. \\', �- I. 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M Ni ,...i_�-'___._....�.. y .y pr I L. .` SATURATED EMERGENT _ _ _ L _r- y s E EDGE,ELEV 4763.0( ZONE ZONE __. _ _ . p �.ITS I _.•\ /LAK —__- (4766'-4367') (4763'-43667 - d 3 "r SAL SB & � j a5 , (S � gi $LU SEAL' < T3�ter, ...PV � � L LAKE WETLAND LAKE WETLAND LAKE WETLAND 1 \ gF 4 2 ,�°� �'+ I •\ B SEED MIX#4 SEED MIX#4 SEED MIX#4 { 4Y ':j 9'. :. _ 3 - --_ ___, �- g 3 I p q"N •' +p 2 :ws:,•hY, RW SLA EC - "� � �3 , PLANT SPECIES: TUBELING SPECIES: TUBELING SPECIES: � � '""'--- - t\ ._-_--_. k-°'1:Eei'� c % t•'r --\ __-+ �.PV I \\ _ t SANDRA K. CONTAINERIZED SLENDER RUSH CREEPING SPIKERUSH ,-_eT c1 r1 T\ / 4 `"•- n- I r'j,_ 2 r l = FISCHER •''� i PER PLAN BEAKED SEDGE BEAKED SEDGE ^-.`,4 T a _ PT 2 - `y. L-�� �t i _ NEBRASKA SEDGE NEBRASKA SEDGE �/JL ��/� yA� WATER SEDGE HARD-STEM BULRUSH �.cA"� f} �_ �t7.i $B _ .'II �\ / I/ ! �':y sgJW-: PLANT SPECIES: SMALL-FRUITED BULRRUSH n i°F>�z 1 i •jam'-` i'a-�"�8.. L / ''i„/'PE r.a,�.• to 1 /BOOTHIBEBB WILLOW Z RAzL�r W DATE:06111/2004 0 `c NOTE:VERTICAL t"1 Ts h, $B% O' \ 0 SCALE EXAGERATED _ AAg4 y �h ';ii` \'\ I JOB NO.:3E085.01 Lv E _ ' DRAWN BY:JKB ia �. }r � i I TURF GRASS % i\ 1 u CHECKED BY:SKF ZO r LAKE ELEV. \N--2 _ - `' ;�;\ SEED MIX#1 / :a " ' I I I 3 4763' SAL — r al\� r 1 `� DRAWING TITLE: V A 2 r ,;'_• CORRIDOR WETLAND NATIVE SEED MIX#3 y TRANSITION SHALLOW MID-6°TO.20' 9 PV b `'� • ':" ' `='k`'a•� --'�_-fir ONBISTURBEO AN AREAS.USE SEED MIX#5 ' 4' \ - PLANTING PLAN - 1 ( q rrr4.'_ .. / 9 K see \ !- - (+6'TO 46') WATER DEPTH) i� 1 y.�r_ JI 1 r / �� +-, U) u'3 •+� IN OTHER DISTURBED AREAS OF CORRIDOR a• m Z WETLA D V RA ti �3 :x{ k�r ter' ;. a N VEGETATION IN THE SAL s 2 SHEET NO.: EMERGENT& SATURATED ZONES MATCHLIN -J ~ E•SHEET i e• A I I I W 'LP-101 NO SCALE .. •TBa•0et?..:,1: „�g..> ,• - LP-101 `L ' ate:„SzJ:_:�.yt'1.r4'.a�L•I•'`�u. r�l": 2 MATCHLINE-SHEET2 �'�'(4'�6 d,>. • 2 - 3 4 ®EDAW INC.ALL RIGHTS RESERVED m' 1 2 3 4 *E LIATCHLINE-SHEETI I r \• pATCHLINE-SHEET2 PROJECT: VALLEY G WEST EC z �.. R + P' 2 I1 _ SUBDIVISION i WETLAND NATIVE SEED MIX 94 ON : P IXY � /r PHASE 2 • a 7 x a z ..., SATURATED AND EMERGENT ZONES F s s•„ �e� z` i L I LAKE UPLAND NATIVE SEED MIX 45 tij oo rc {*� LAKE kM,ELEV 4763.00 a / f I ti%LAKE UPLAND NATIVE % B OZEMAN s J t ;s? ? t ° EMERGENT ZONE PLANTING-REFER TO 1&2/LP•101 fi a / 3,-'1' '�' SEED MIX#5 ;,6.� ' 3 3 t 2 3 �. A Dr MONTANA a o\ iR3*Lw.JwF \xjzj.. RW AA PT SB _ 1 OWNER N,•-.,, i ^sSz" ' �4�'rc,` , � `, ,=�' ,;jri15 RW a f` AE �� rt - =1- =�= - ENTERPRISES, LLC • ()�` i' � z� � s.F '�� 1�R �.. 3 '�� � {�{ -Ilk s1 I 2 ., , I �•i� �i u r a � •.` `� :z yzst+wg'��•v�r f m,�wta >' _ s / > ,r ' / 'rr � � A 'I - -- - /-�/ � - �>.. '." �e i ������"7g t7t \ E "'lI, i _,� / q•r a r r x �i. T _r_. � ,/ /� \` 1. q3 v>`y'v 7��sY r dl YI f , "y,- i i i.I •4 AP '.. 1 { �- '� / / ' E E > 2 AE__ - 5 'Y '. 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APS \ li Ej.,p \I % DATE:0 6/1 112 0 0 4 U 1'',; JOB NO.:3E085.01 0 :� DRAWN BY:JKB O 1-' I, i' �'~� CHECKED BY:SKF Y A / __,.•_.....__.__.—.. ,;:_ ``� `. �',' �.; (< — PLANTING PLAN DRAWING TITLE 1 ` — C I SHEETNO.: F- 30 15 0. 30 " i _—_----• ------ ALtfY 2 \ LP- 2 �,... .pJ � : 11, \I �� ALLEY 10 � 3 4 (EDAW INC.ALL RIGHTS RESERVED m 1 2 3 4 `J PLANT SCHEDULE pp 2 PROJECT: VALLEY SYM. I QTY. BOTANICAL NAME COMMON NAME SIZE ROOT NOTES / 0 PVS WEST DECIDUOUS SHADE TREES 1 SUBDIVISION, AE 14 ACER PLATANOIDES'EMERALD LUSTRE' EMERALD LUSTER MAPLE 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA F zo FIT PHASE 2 • AP 32 ACER PLATANOIDES'EMERALD QUEEN' EMERALD QUEEN NORWAY MAPLE 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA / APS 12 ACER PLATANOIDES'SCHWEDLERI' SCHWEDLER MAPLE 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA 1 / \. 1 BOZEMAN, CO 2 CELTIS OCCIDENTALIS I COMMON HACKBERRY 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA \r MONTANA PN 12 POPULUS TRICHOCARPA BLACK COTTONWOOD 3"MIN.CALIPER B&B 5 DRIP EMITTERS EA OM 5 QUERCUS MACROCARPA BUR OAK 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA 1 SMALL NATIVE TREES j AP OWNER: PT 15 POPULUS TREMULOIDES QUAKING ASPEN 2.25"MIN.CALIPER B&B 5 DRIP EMITTERS EA ASPEN SLA 1 9 j SALIX LASIANDRA PACIFIC WILLOW 2.75"MIN.CALIPER B&B 5 DRIP EMITTERS EA 1 ENTERPRISES, LLC ORNAMENTAL TREES APS' PVS 17 PRUNLIS VIRGINIANA'SCHUBERT' SCHUBERT CANADA RED CHOKECHERRY 2"MIN.CALIPER B&B 5 DRIP EMITTERS EA I / SA 7 1 SORBUS AUCUPARIA EUROPEAN MOUNTAIN ASH 1-3/4"TO 2"CAL. B&B 5 DRIP EMITTERS EA I E EVERGREEN TREES A \ PG 6 PINUS NIGRA AUSTRIAN PINE 5'-7'HEIGHT B&B 5 DRIP EMITTERS EA I �_- PP 1 19 PICEA PUNGENS COLORADO GREEN SPRUCE 5'-7'HEIGHT B&B 5 DRIP EMITTERS EA .' DECIDUOUS SHRUBS �. AE AA 17 AMELANCHIER ALNIFOLIA WESTERN SERVICEBERRY 15 GALLON CONTAINER 3 DRIP EMITTERS EA b T CS 9 CORNUS STOLONIFERA REDOSIER DOGWOOD 15 GALLON CONTAINER 3 DRIP EMITTERS EA ! 2 1 / 1111 lu EC 12 ELEAGNUS COMMUTATA AMERICAN SILVERBERRY 5 GALLON CONTAINER 2 DRIP EMITTERS EA PV 19 PRUNUS VIRGINIANA COMMON CHOKECHERRY 20 GALLON CONTAINER 3 DRIP EMITTERS EA \ RA 38 RIBES AUREUM GOLDEN CURRANT 5 GALLON CONTAINER 2 DRIP EMITTERS EA \ 1 KEYMAP RW 40 ROSA WOODSII WOODS ROSE 5 GALLON CONTAINER 2 DRIP EMITTERS EA % / P SAL 10 SYMPHORICARPOS ALBUS COMMON SNOWBERRY 5 GALLON CONTAINER 2 DRIP EMITTERS EA DRYL ND N TR E DRYLAND NATIVE SAR 6 SHEPHERDIA ARGENTEA SILVERLEAF BUFFALOBERRY 15 GALLON CONTAINER 3 DRIP EMITTERS EA / / 1 SfE`D MIX 02 _ _ SEED MIX 92 /�`� 1 r 815 WESTERN AVENUE,SUITE 300 / SEATTLE.WASHINGTON SB 18 SALIX BOOTHII/BEBBIANA BOOTH/BEBB WILLOW 15 GALLON B&B 3 DRIP EMITTERS EA 1 ) QM ) 1 )•• 2 2 APS 98104 SLU 6 SALIX LUTEA YELLOW WILLOW 2.75"MIN.CALIPER B&B 3 DRIP EMITTERS EA PV SA PV �" PT QM PP/ SA TEL 208 343 9809 FAX 208 343 9809 www.edew.00m 2 •. PLANTING NOTES: _ - - Pvs 1. PROVIDE A 1'-6'DIA.BED AROUND TREES LOCATED IN LAWNS. ALSO.SEE NOTE 16. MULCH WITH CLEAN WOOD CHIPS,4"DEPTH MIN. NO EDGING OR WEED BARRIER REQUIRED,SEE DETAILS. O AP 2. FINE GRADE AND SLOPE ALL LANDSCAPE AREAS 2%MINIMUM. POSITIVELY NO PUDDLING,SETTLEMENT, `1� c � EROSION,SEDIMENTATION OR OFF PROPERTY DRAINAGE NUISANCE SHALL BE PERMITTED. C0\ Y / CONSTRUCTION LIMITS 3. CONTRACTOR TO VERIFY WITH THE OWNER AND UTILITY COMPANIES,THE LOCATIONS OF ALL EXISTING \ w, AE C UTILITIES PRIOR TO COMMENCING WORK. CONTRACTOR TO REPAIR ALL DAMAGES TO EXISTING UTILITIES, 1 / •• 1 1 3 1 1 1 1 ^2\•� ;---3__._. _ LL/ REV. COMMENT DATE CURBS,PAVEMENTS AND STRUCTURES WHICH OCCUR AS A RESULT OF THE CONTRACTOR'S ACTIVITIES. _ _ _.� P J PVS PT PP 50 /SA VS SA CO 0 PVS 4. PLANT LOCATIONS OUTSIDE THE WETLAND CORRIDOR SHALL BE LOCATED BY THE CONTRACTOR AND -DRYLAND NATIVE - /J APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANT INSTALLATION. WITHIN THE WETLAND SEED MIX#2 1 /+ \AP CORRIDOR,THE OWNER'S REPRESENTATIVE WILL STAKE THE PLANT LOCATIONS PRIOR TO INSTALLATION. SA / \ 5. ALL PLANTS SHALL BE PLANTED A MINIMUM OF 24"FROM PAVEMENT EDGE. 6. PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN OR NOTED. F QM AP I IN CASE OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT SCHEDULE,THE PLAN SHALL DICTATE. 7. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. 0 1 U 8. ANY PLANT NOT MEETING THE REQUIREMENTS WILL BE CAUSE FOR REJECTION. ALL REJECTED t. APSI PLANTS SHALL BE IMMEDIATELY REMOVED,DISPOSED OF,AND REPLACED BY THE CONTRACTOR. 9.ALL PLANTS ARE TO MEET OR EXCEED'AMERICAN STANDARDS FOR NURSERY STOCK',CURRENT --�`_-`_- EDITION,BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. ALL PLANTS SHALL BE NURSERY — SEAL GROWN UNLESS NOTED OTHERWISE. -CAS TREET \ w 10. MATCH GRADES OF LAWNS TO CURBS AND WALKS AT 20:1 MAX SLOPE AND A 2%MINIMUM SLOPE. \ -- SANDRA K. TAPER TO EXISTING GRADES. 1 = FISCHER - 11.ALL EXISTING LAWN AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE PREPARED AND i o yo r SEEDED AS PER SPECIFICATIONS. 3 PVS ., �Ir7Ico ��� f- 12. CONTRACTOR IS RESPONSIBLE FOR TOPSOIL FILL AND LANDSCAPE GRADING. COORDINATE WITH CIVIL III Z CONTRACT FOR ADDITIONAL SITE GRADING INFORMATION. _ pp AE LU 2 13. THE PLANTING AND IRRIGATION INSTALLATION SHALL BE THE RESPONSIBILITY OF ONE CONTRACTOR. DRYLAND NATIVE - _ z 14. WETLAND PLANTS WILL BE INSTALLED UNDER THE DIRECT SUPERVISION OF'VAU SEED MIX#2 DATE:06/11/2004 UGHN ENVIRONMENTAL ____ of SERVICES'8353 SADDLE MOUNTAIN ROAD,BOZEMAN,MT 59715(406)586-6909. 2 F JOB NO.:3E085.01 O�� / am Ap DRAWN BY:JKB 15. WETLAND PLANTS WILL NOT REQUIRE FERTILIZATION OR MULCH. STAKING OF WETLAND PLANTS WILL BE z� CHECKED BY:SKF . AT THE DISCRETION OF'VAUGHN ENVIRONMENTAL SERVICES'. ill �j 1 A 16. INSTALL NO PLANTINGS,GRADING OR OTHER IMPROVEMENTS THAT CONFLICT WITH THE CITY OF 1 / .1. DRAWING TITLE: U BOZEMAN CLEAR VISION TRIANGLE REQUIREMENTS. FIT -PLANTING i �FVS -PLANTING PLAN-3 17. COORDINATE WITH CIVIL AND INFRASTRUCTURE CONTRACTOR TO ENSURE FINISH GRADES INCLUDE w ---z ! 1 1 fA TOPSOIL ALLOWANCE. 1 �. - Z 18. REFER TO SPECIFICATIONS FOR SEED MIX COMPONENTS,SOIL AND SOIL AMMENDMENT __--- _ S _.SA � AP SHEET NO.: OU REQUIREMENTS. U �� _ — 30 15 0 30 ,/ LU o- Pvs �^ LP-103 �Wn 2 3 4 0 EDAW INC.ALL RIGHTS RESERVED M 1 Z 3 4 \ 0 3 NOTE:IRRIGAT ON LINE, P &IN CR BURY 1'-O" IRRIGATION NOTES t0 6/ 33I 65 1ACOVERWI�y'IHAPPROy66'sroNEP CTION. PROJECT: VALLEY ttrP. % / CONSTRUCTION LIMITS 1. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING AND ___ _ _f� ti PROPOSED SITE CONDITIONS,INCLUDING PLANTING,GRADING,BUILDING 118 - �• t _ ___-_RE __ '/, 1 WEST . CONSTRUCTION,WATER DEVELOPMENT,AND SUPPLY,PRIOR TO - - _ I \ ( y I f I SUBDIVISION COMMENCEMENT OF WORK. NOTE ANY SLEEVES AND IRRIGATION STUBS i D2 I D , `� FOR FUTURE WORK. 280 � . �,' }� ,� .': PHASE 2 • , . F 2. CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND % �`�%'�''-•-� �' �� I' ( / y5 �- UTILITIES,CONDUITS,AND STRUCTURES AND SHALL ASSUME j I I .r 1'•I ' I`'RESPONSIBILITY FOR ANY DAMAGE INCURRED. BOZEMAN'� 3. THE IRRIGATION CONTRACT INCLUDES SUPPLYING AND INSTALLING ALL j J � l • 17 \�' y/•I MONTANA MATERIALS AND EQUIPMENT FOR A COMPLETE,AUTOMATIC IRRIGATION { r \�i% j -/ /' \• I\ // SYSTEM. ANY ITEMS REQUIRED TO CONFORM WITH SUCH INTENT ARE 1' CONSIDERED TO BE INCIDENTAL TO THE WORK. /^ ('-'-< �, 1�'•-- \-_�''. \ y" 4. THE IRRIGATION PLAN IS SCHEMATIC.FIELD-VERIFY ALL DIMENSIONS, %/, l/ f/ 1'�: '• ? \•�,{ '1 i I 11 I OWNER: EXISTING,AND PROPOSED CONDITIONS,AS REQUIRED TO PROVIDE �, _/_,J' % 24. "N \ \\�, 1 COMPLETE AND OPERABLE SYSTEMS. \ ;• /7 1 ASPEN 1/I / ��\ 1 ! /I ; -� ��w�5. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUS OBSTRUCTIONS, ENTERPRISES, LLC GRADE CHANGES AND SITE GEOMETRY EXIST. SUCH DIFFERENCES SHALL BE •\ / I i i •\v) ' � \�\� 1 REPORTED TO THE OWNER'S REPRESENTATIVE. IN THE EVENT NOTIFICATION / �, / / ` y \._./ ' \'-� •- -.-- !l\ IS NOT MADE,THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. / -(-'`;' / I \\ "•�-\-\ 1'�' --- -'� 6. CONTRACTOR SHALL REFER TO LANDSCAPE AND INFRASTRUCTURE PLANS E (NOT INCLUDED)WHEN LAYING OUT HEAD PLACEMENT AND TRENCHING. \. 4 I I / \\ \\-� •'., '\•, �\, ` 1 7. ALL IRRIGATION INSTALLATION SHALL CONFORM TO LOCAL CODES. \ A 8. ALL SPRINKLER EQUIPMENT SHALL BE PRODUCED BY THE SAME MANUFACTURER UNLESS OTHERWISE SPECIFIED. 9. PROVIDE DRIP IRRIGATION TO TREES AS SHOWN ON THE PLANS. SEE �"" \\ i // \`' l J \\ I,, ( 1` I 1 - PLANTING SCHEDULE FOR EMITTER COUNTS. \ i / •7• - 10. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH INFRASTRUCTURE \ , �` ! r C:c\ CONTRACT ALL SLEEVES LOCATED UNDER CONCRETE SIDEWALKS.ANY / -- ( / - ( `'� Ii, I L,''�•, ' SLEEVES NOT PLACED AT THE TIME OF POUR SHALL BE BORED-NO CUTTING �., AND PATCHING OF NEW CONCRETE WILL BE ALLOWED. 11. SLOPE MAINLINES TO DRAIN. j \\ .j��� I�.1_:! `. /1 \ \ Ill; \. KEYMAP 12. PROVIDE CHECK VALVES IN ALL HEADS WITHIN A ZONE WHERE MORE T' ;.; THAN 2'-0°CHANGE OF ELEVATION EXISTS. 13. LOCATE SPRINKLER HEADS TO MINIMIZE OBSTRUCTIONS THAT WILL LIMIT / /\-- __ _ D RADIUS OF COVERAGE,CAUSE DRY SPOTS,OVERSPRAY ON BUILDINGS, `- 815 WESTERN AVENUE,SUITE 300 / \ �� '-S`+ SEATTLE,WASHINGTON STRUCTURES,PAVEMENTS OR OTHER WATER DAMAGE. --'' �.�j; / /'" k_1 j \ •h�•., - .(;` 98104 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION.MOUNTING ti\ \ TEL 208 2817700 AND POWER SUPPLY TO THE CONTROLLER,WELL PUMPING PLANT AND / / / .�(/ \ J I�I / FAX 206 343 9809 . CONNECTION TO WATER SOURCE TO MEET FIELD CONDITIONS.COORDINATE 1, www.adaw.com INSTALLATION WITH OWNER'S REPRESENTATIVE AND OTHER TRADES. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL BALANCING AND l \' /i 1.�•.-,�1.- �\ )l;I; -�� 1I I • ADJUSTING OF COMPLETE IRRIGATION SYSTEM,INCLUDING ROTORS AND DRIPLINES. % / I/ I _ r'• 111 I /,� 27.0 1 /\ & 'I /`•'%' 16.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM _ THE LANDSCAPE ARCHITECT. i 3I l �/ •I ! ;T �' ,, _ � � � ,,,•I�1 17.SEE THE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. I 27.0 18.SYSTEM WAS DESIGNED ON THE AVAILABILITY OF 45 PSI AND 35 GPM AT N THE FURTHEST HEAD. CONTRACTOR SHALL VERIFY AVAILABILITY AND / _ r �'\/ \ I( \�,--.•\\l:\;\I /' COMPATIBILITY WITH THE WATER SOURCE. r/ Ij C 19. ALL DRIP IRRIGATION PIPE DOWNSTREAM FROM ELECTRIC VALVES IS TO REV. COMMENT DATE J ��-/._ \ -- / � ) , y\, BE 100 PSI 3408 POLYETHYLENE PIPE INSTALLED WITH COMPRESSION TYPE 1 - - "may J N FITTINGS-RAINBIRD OR EQUAL AND'OETIKER'DOUBLE CLAMPS. 20. ALL DRIP LATERALS SHALL BE BURIED TO HAVE A MIN.COVER OF 10" DEPTH.ALL DRIP TUBE SHALL BE AT SURFACE UNDER FABRIC AND MULCH OR BURIED AT 4"DEPTH COVER OVER PIPE IN LAWN AREAS. I I \• ;t""'\;/ /�/ I - 21. RUNS OF LOW VOLTAGE CONTROL WIRE IN EXCESS OF 800'SHALL BE 12 •- ' •'...•.'gin I \ � i / / �\,�•\• r i/ GAUGE WIRE. ,�:" w / / : 22. SIZE CLASS 200 PVC LATERAL PIPE ACCORDING TO THE FOLLOWING - _ FLOWS OR AS SHOWN ON THE PLANS: z 1"FOR FLOWS OF 15 GPM OR LESS \i 1-1/2°FOR FLOWS OF 15 GPM TO 30 GPM 2 tl / _ 1 - \1 2"FOR FLOWS OF 30 GPM TO46 GPM 27.0 -� 2-1/2"FOR FLOWS OF 46 GPM TO 76 GPM zo SEAL: - SANDRA K.•. - i '--� I� ��! `/ =' \ '\•Y /,r � 1 \•\ E 7 FISCHER � '��\ �r 1 i I •� /�/8 „l.J c � � '1 ` _ l �k,il 4� !'_"`�\ i`` \\\i: �:' �24.0 / i •1 � ������s��iin�``` F�- \ \/\\(,'1T! % -y' •\\ I DATE:06/11/2004 U JOB NO.:3E085.01 0 ..... •\\ \ :J�1I• 1 '• .. m �� ✓ j ( I \I\ p DRAWN BY:JKB CHECKED BY:SKF 0 \ \\ DRAWING TITLE: 0 i IRRIGATIONIx `.` 32s i �---- I- \ , \ " .;� % / i� \I 1� PLAN- 1 0 SHEET NO.: U 30 15 0 30 " h1ATCHLINE-SHEET 1 _ __ - r- I I 1 L LI-101 ` �� MATCHUNE-SHEET 2 �n 0 . EDAW INC.ALL RIGHTS RESERVED CO 1 2 3 4 IRRIGATION NOTES \\ j' ' MATCHIINE-SHEETI 1. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING AND \ \'-,--•�\•-�..,i-._ `• It MATCHLINE-SHEET 2 / r'� j-> o PROJECT:VALLEY PROPOSED SITE CONDITIONS,INCLUDING PLANTING,GRADING,BUILDING \, * u' '•' \ I/ \ I I N WEST CONSTRUCTION,WATER DEVELOPMENT;AND SUPPLY,PRIOR TO COMMENCEMENT OF WORK. NOTE ANY SLEEVES AND IRRIGATION STUBS \ `�7ii (' I o SUBDIVISION, FOR FUTURE WORK.2. CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND PHASE 2' F \ \ '�\ 1 � / ( t i ( 1 1� ry�ti UTILITIES,CONDUITS,AND STRUCTURES AND SHALL ASSUME (( RESPONSIBILITY FOR ANY DAMAGE INCURRED. \\ \ 1 \ - 1,•'%�' /i ( I `� 17 18 6 Dy '`` =f BOZEMAN 3. THE IRRIGATION CONTRACT INCLUDES SUPPLYING AND INSTALLING ALL \ k ` /' J r MATERIALS AND EQUIPMENT FOR A COMPLETE,AUTOMATIC IRRIGATION \\ s� \ \ F` / /` / .� �l W l Q O SYSTEM. ANY ITEMS REQUIRED TO CONFORM WITH SUCH INTENT ARE \ G�/\\ ' w l �i _i \ /\ I• yt,\ - MONTANA \ I ti.:; r_- - - CONSIDERED TO BE INCIDENTAL TO THE WORK. L:'_/ !. 4. THE IRRIGATION PLAN IS SCHEMATIC.FIELD-VERIFY ALL DIMENSIONS, !y -f EXISTING,AND PROPOSED CONDITIONS,AS REQUIRED TO PROVIDE `, OWNER: COMPLETE AND OPERABLE SYSTEMS. \ \ 32.0 ,c 1 .-- -._.-- iY;' � \ J 1 _.,,.. �f0 . 1 , , ,---- 1 ENTER 5. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUS OBSTRUCTIONS, ASPEN <+�•_� �•� y '�'� -',\ � � �_ PRISE -,.... , GRADE CHANGES AND SITE GEOMETRY EXIST. SUCH DIFFERENCES SHALL BE + t;1 >. \ _ (�I ---�;' / i.: �,p 2l j J� '-1: _ S, LLC REPORTED TO THE OWNER'S REPRESENTATIVE. IN THE EVENT NOTIFICATION `, +\ u\\ t1 '•� ,- ,'( \ Y;•�� J%"j�'' % .'"'`•�_ tC,. rz, ,:- ,. I' IS NOT MADE,THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR \• -8 ..\` V;, ( ��.,�," ANY NECESSARY REVISIONS. \\�Zr ---- 6. CONTRACTOR SHALL REFER TO LANDSCAPE AND INFRASTRUCTURE PLANS140 E (NOT INCLUDED)WHEN LAYING OUT HEAD PLACEMENT AND TRENCHING. \\ \\ i il\\` \ \\ �1'' "•1 i,\i� �/' i n ,-_- -! •- ( . . - `�'> s 'I�7. ALL IRRIGATION INSTALLATION SHALL CONFORM TO LOCAL CODES. 8. ALL SPRINKLER EQUIPMENT SHALL BE PRODUCED BY THE SAME �', \�:.;• ' a. --. \ u I "1'' ! 80 %/ -J\, r' ; v \ \+ \ 1, / f'/J!: r' 1 ,'Clj'. , /-.- i •' 1 /' MANUFACTURER UNLESS OTHERWISE SPECIFIED. \\(;>,1 \`\ \ � � � � r/ .'�i \ ,•-, �`/\�- I •\,=�-'•-, � �.�._. _ 9. PROVIDE DRIP IRRIGATION TO TREES AS SHOWN ON THE PLANS.SEE PLANTING SCHEDULE FOR EMITTER COUNTS. -- , .r ':: �''( : lam• �.._ r I•� 10. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH INFRASTRUCTURE r1 I/' i• / "r. KK mot` \•,_ � �:.. -:\. � � � �-.,�., - �C,d� "-IN ';' - I , CONTRACT ALL SLEEVES LOCATED UNDER CONCRETE SIDEWALKS.ANY ' Q' "� '�t'�. /' '•0 .`Q�� ' ' i t' �' -.,' ____ SLEEVES NOT PLACED AT THE TIME OF POUR SHALL BE BORED-NO CUTTING �, 32.0, \\ l \ ,..,7i r i 5 , j' /...('C _ '1.:. i `�I�� o' AND PATCHING OF NEW CONCRETE WILL BE ALLOWED. j\ 1 O\\ z f t �.T.... N 11. SLOPE MAINLINES TO DRAIN. /, \\Z - --� y , i�•/ ••�/f t\ 1 .i 7- G ``f O ( r. 41'I t trt•/ I I 't ':i KEYMAP 12. PROVIDE CHECK VALVES IN ALL HEADS WITHIN A ZONE WHERE MORE I D4 i 1 j \1 _� •I\' ►! p, 24y THAN 2'-0"CHANGE OF ELEVATION EXISTS. '\ �+ .,per �i,' J / \' '�-.j. 13. LOCATE SPRINKLER HEADS TO MINIMIZE OBSTRUCTIONS THAT WILL LIMIT '.• \ „ D RADIUS OF COVERAGE,CAUSE DRY SPOTS,OVERSPRAY ON BUILDINGS, rZ ,` " 4,1Yr. STRUCTURES,PAVEMENTS OR OTHER WATER DAMAGE. 1• �' i \ 1.•• _ -' I 815 WESTERN AVENUE,SUITE 300 SEATT14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,MOUNTING .' ` - `\,� ,�,Si•Q� D1 -�'\ / I-� ��\ \ / Ip 1 98104 LE,WASHINGTON AND POWER SUPPLY TO THE CONTROLLER,WELL PUMPING PLANT AND ' •�,^� a;� / r � -�- 135 {•\ i I ; \O._ t va•p TEL 206267 7700 CONNECTION TO WATER SOURCE TO MEET FIELD CONDITIONS. COORDINATE /;' l I \�'4� 124 <' FAX2063439809 INSTALLATION WITH OWNER'S REPRESENTATIVE AND OTHER TRADES. www.edaw.com 15. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL BALANCING AND ADJUSTING OF COMPLETE IRRIGATION SYSTEM,INCLUDING ROTORS AND j-�, a�'' (L�i/\Y/ ` \ �� �'�- ` •'t 1 I / `)! ,t DRIPLINES. �G, ../11 >'%r'`S s •`O\� )i`�;;\, \ -=/ 1 (l` j 4 t I� W 16.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM / ` S L•,. /h \� / ! �'J 5 l•(I z THE LANDSCAPE ARCHITECT. j \ \\\\ •.r_ir. 35.0 ,� , ! {�yti 3 0 `I'j �_.� 17.SEE THE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. 18,SYSTEM WAS DESIGNED ON THE AVAILABILITY OF 45 PSI AND 35 GPM AT i' \ �{{ C1,\ S1 \ � I I / %� / \ THE FURTHEST HEAD. CONTRACTOR SHALL VERIFY AVAILABILITY AND }\ I O }' COMPATIBILITY WITH THE WATER SOURCE. J ,. J 19. ALL DRIP IRRIGATION PIPE DOWNSTREAM FROM ELECTRIC VALVES IS TO \ '\ \ �'\\ --• '- ,y_/,�` y \ '�! ' Z C BE 100 PSI 3408 POLYETHYLENE PIPE INSTALLED WITH COMPRESSION TYPE J' \ \\ Q REV. COMMENT DATE FITTINGS.RAINBIRD OR EQUAL AND'OETIKER'DOUBLE CLAMPS. Ji' \ \1 \ { \ti y IC }1 I't\I ; t rlY I ' _ 20:ALL DRIP LATERALS SHALL BE BURIED TO HAVE A MIN.COVER OF 10" J y �/ lr' ( I DEPTH.ALL DRIP TUBE SHALL BE AT SURFACE UNDER FABRIC AND MULCH Ot OR BURIED AT 4"DEPTH COVER OVER PIPE IN LAWN AREAS. ��;�5 \ \/k�\1 ,, - 0 21. RUNS OF LOW VOLTAGE CONTROL WIRE IN EXCESS OF 800'SHALL BE 12 � d \ \`,�%� ❑ GAUGE WIRE. _ 22. SIZE CLASS 200 PVC LATERAL PIPE ACCORDING TO THE FOLLOWING FLOWS OR AS SHOWN ON THE PLANS: \ \ .n I I ` �- ❑ - 1"FOR FLOWS OF 15 GPM OR LESS I / ! 1-1/2"FOR FLOWS OF 15 GPM TO 30 GPM `\ ,`, \1.-:/ '�+r� '� ^!t-,' t• x - 2"FOR FLOWS OF 30 GPM TO46 GPM NOTE:MODIFY,ADJUST, l -"�\ � 11 / r 22. 2-1/2"FOR FLOWS OF 46 GPM TO 76 GPM . �" �•-~� I�" °� ___ AND RENOZZLE HEADS ZONE All 1,A1o,A9,A8TOPROVIDE ER STREET COMPLETE HEAD TO HEAD B TURF COVERAGE THIS \ \ t�1 �� , r t (QS, SEAL: LOCATION. �,\ `\ Y ` / y;.: ± , I--..,% ff„qiw.•,,, -No I t:CN OTINbJE EXISTING /�FlSCKjER o•h NOTE: STING CAPPED MAINLINE. MAINLINE AT GAPPED END. CO ECT TO THIS LOCATION. " PAIR ALL DAMAGE TO EXISTING , \r• \\` -"'a LANDSCAPE AND IRRIGATION.TAKEI- LL PRECAUTIONS TO MINIMIZE L\ / f \ z ULl ODIFICATION&DAMAGE TO EXISTI r/ I ROVEMENTS.MAINTAIN EXI G IRRIGATION SYSTEM IN 0 TION ; ! 1 � ' ! I DATE:06/11/2004 U DUR) G GROWING SON.TYPICAL \ / / --, (a�� I I JOB NO.:3E085.01 0 ALL L CATIO t U❑J�io I DRAWN BY:JKB z %(CT�f CHECKED BY:SKF z A '-• r\ /'-�• � j l DRAWING TRLE: � ----(f` ❑ I ;' IRRIGATION . PLAN - 2 1n r z O 30 . 15 0 30 �t SHEET NO.: U ALLEY 2 .� .,,, � '0 �� I LI-102 . vJ ALLEY 4 0 ' 2 3 - 4 0 EDAW INC.ALL RIGHTS RESERVED 00 1 2 3 4 IRRIGATION NOTES IRRIGA N LEGEND f' ; _ 1. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING AND SYMBOL DESCRIPTION SIZE MANUF. MODEL# ^�� gr���5�� I 'Y � ^`_f� ,/ PROJECT: VALLEY PROPOSED SITE CONDITIONS,INCLUDING PLANTING,GRADING,BUILDING I �c!L}'�.�•� I \,� ��C�'\flu WEST CONSTRUCTION,WATER DEVELOPMENT,AND SUPPLY,PRIOR TO 0 POP-UP ROTOR HEADS 6" RAINBIRD 5006-PC/FC-SAM-N OR APPROVED EQUAL CONTROLLER LETTER III' { U�`'40 SUBDIVISION COMMENCEMENT OF WORK. NOTE ANY SLEEVES AND IRRIGATION STUBS I $ ZONE STATION NUMBER Z I , FOR FUTURE WORK. I ELECTRICCONTR LVALVE 1",1-1/2" RAINBIRD 100/150•PESB- RS�- -lR 27•0 � I I� � PHASE 2 2. CONTRACTOR SHALL LOCATE AND PROTECT ALL UNDERGROUND GALLONS PER MINUTE(GPM) , F 1"UP TO 25 GPM OR APPROVED EQUAL � I • UTILITIES,CONDUITS,AND STRUCTURES AND SHALL ASSUME 1 1/2"UP TO 65 GP RESPONSIBILITY FOR ANY DAMAGE INCURRED. 2 -NOZZLE NUMBER •� ,I % \\.� o-lptl`` 2"ABOVE 65 GPM BOZEMAN, Q-IRRIGATION HEAD ( )Z a 3. THE IRRIGATION CONTRACT INCLUDES SUPPLYING AND INSTALLING ALL � i'+I I, / MATERIALS AND EQUIPMENT FOR A COMPLETE,AUTOMATIC IRRIGATION DRIP ZONE CONTROL VALVE 1" RAINBIRD XCZ-100 PEB(COM)%v/RBY-C;PSI-M40X-100 OR APPROVED EQUALMONTANA SYSTEM. ANY ITEMS REQUIRED TO CONFORM WITH SUCH INTENT ARE DRIP ZONE STATION NUMBER f �,�9- CONSIDERED TO BE INCIDENTAL TO THE WORK. T QUICK COUPLER (iLVE 1" RAINBIRD 44 NP OR APPROVED EQUAL D4 CONTROLLER LETTER 4. THE IRRIGATION PLAN IS SCHEMATIC.FIELD-VERIFY ALL DIMENSIONS, MANUAL ISOLATI01 VALVE LINE SIZE SPEARS 2622 OR APPROVED EQUAL ]� GALLONS PER HOUR(GPH) I /S I 1=. I 3 EXISTING,AND PROPOSED CONDITIONS,AS REQUIRED TO PROVIDE ® I I I I j I OWNER: COMPLETE AND OPERABLE SYSTEMS. CONTROLLER 24 STATION RAINBIRD ESP-24MC CABINET MOUNTED r° OR APPROVED EQUAL 1 Ty' ASPEN S. DO NOT WILLFULLY INSTALL THE SYSTEM WHEN OBVIOUS OBSTRUCTIONS, ] DETAIL NUMBER r SflTy ENTERPRISES, LLC GRADE CHANGES AND SITE GEOMETRY EXIST. SUCH DIFFERENCES SHALL BE ' AIR RELEASE VAL E 1" BERMAD 4405,OR APPROVED EQUAL LS•501 SHEET NUMBER /^�I I I, { REPORTED TO THE OWNER'S REPRESENTATIVE. IN THE EVENT NOTIFICATION yI i j I {f irm { IS NOT MADE,THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. Y('� MAIN LINE DRAIN 3/4" N/A SEE DETAIL 6/LS-501 I t,.•�.,.'I •I' I.S,iTE �, 6. CONTRACTOR SHALL REFER TO LANDSCAPE AND INFRASTRUCTURE PLANS NEW IRRIGATION ELL 6"DIA,35 GPM FLOW N/A SEE DETAIL B/LS-501 I 1�II' '/ 1 (NOT INCLUDED)WHEN LAYING OUT HEAD PLACEMENT AND TRENCHING. I 17 LATERAL LINE E AS INDICATED CLASS 200 PVC II -I 7. ALL IRRIGATION INSTALLATION SHALL CONFORM TO LOCAL CODES. I�J_�••. I`I - 8. ALL'SPRINKLER EQUIPMENT SHALL BE PRODUCED BY THE SAME ------MAINLINE AS INDICATED CLASS 200 PVC I 1 MANUFACTURER UNLESS OTHERWISE SPECIFIED. __________-=SLEEVE LINES 6"OR AS NOTED SCHEDULE 40 PVC __ :I'{ x• 33.0 1 9. PROVIDE DRIP IRRIGATION TO TREES AS SHOWN ON THE PLANS.SEE l I - PLANTING SCHEDULE FOR EMITTER COUNTS. - --1-------DRIP LATERAL LINE 1-1/4" CLASS 100 POLYETHYLENE r' 2 3a b NO SYMBOL DRIP LINES 3/4" INTERSTATE P-940 OR APPROVED EQUAL •I I { 10. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH INFRASTRUCTURE ./ (, 18.0 CONTRACT ALL SLEEVES LOCATED UNDER CONCRETE SIDEWALKS.ANY NO SYMBOL FOR DRIP EMITTE S 1.0 GPH RAINBIRD XB-10 SLEEVES NOT PLACED AT THE TIME OF POUR SHALL BE BORED-NO CUTTING { i,I •( ' / AND PATCHING OF NEW CONCRETE WILL BE ALLOWED. -----3 LINE SIZE PIPE CA &DRAIN IN 5"DIA.VALVE BOX - IEl 11. SLOPE MAINLINES TO DRAIN. r�0\,p,['!� OTE:CAP FOR i �j l ` I ` �i• � 12. PROVIDE CHECK VALVES IN ALL HEADS WITHIN A ZONE WHERE MORE UTURE ' i it a KEYMAP I / THAN 2'-0"CHANGE OF ELEVATION EXISTS. XPANSION k� f�F� I I / 6 ,\ �I N % . 13. LOCATE SPRINKLER HEADS TO MINIMIZE OBSTRUCTIONS THAT WILL LIMIT 6 { 7 -' 32.0 \ RADIUS OF COVERAGE,CAUSE DRY SPOTS,OVERSPRAY ON BUILDINGS, - I -5 --! / J ,i �I ( I STRUCTURES,PAVEMENTS OR OTHER WATER DAMAGE. / ""--� --.5 15 -,IJ / 815 WESTERN AVENUE,SUITE 300 1- ( I. --..----------,...-------•- 'r / 28.0'--�. - .r I' SEATTLE.WASHINGTON 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,MOUNTING 7 / k• 5 I / AND POWER SUPPLY TO THE CONTROLLER.WELL PUMPING PLANT AND I __ Y 5 � A S-$ / � � I-� 2D TEL 2 CONNECTION TO WATER SOURCE TO MEET FIELD CONDITIONS. COORDINATE ° FAX206 343 9809 ' INSTALLATION WITH OWNER'S REPRESENTATIVE AND OTHER TRADES. -`•1.< 7.� I •- - -.. xj' FAX 208 343 9809 ,.r r x www.adaw.com 1 15. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL BALANCING AND '• / - "" --- • ADJUSTING OF COMPLETE IRRIGATION SYSTEM,INCLUDING ROTORS AND - _ -�-��-_ - ._ _ - Q DRIPLINES. 16.NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM OTE:LOCATE {c THE LANDSCAPE ARCHITECT. /� Z EVERGREEN �_ / ----�-- -- / V Q 17.SEE THE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS. Q t_ _- >'.! ,i- -- I REES TO MINIMIZ L \ m - _��--'--- �' ....lyF �`j 1 I_ CA 18.SYSTEM WAS DESIGNED ON THE AVAILABILITY OF 45 PSI AND 35 GPM AT CREATING PRECIP.I x'nv' _ - x x •{`I THE FURTHEST HEAD. CONTRACTOR SHALL VERIFY AVAILABILITY AND - x �. - .� C7 SHADOW,TYP.__ / Y l CONSTR®OTfON LIMITS COMPATIBILITY WITH THE WATER SOURCE. �-rr '•��� i I W 19. ALL DRIP IRRIGATION PIPE DOWNSTREAM FROM ELECTRIC VALVES IS TO NOTE:BA,;; Eql I / I / �' I I W C BE 100 PSI 3408 POLYETHYLENE PIPE INSTALLED WITH COMPRESSION TYPE 9 17 ` 1 --1 jl i' 1 /// REV. COMMENT DATE FITTINGS-RAINBIRD OR EQUAL AND'OETIKER'DOUBLE CLAMPS. ZONE ALVES C - I_] .�\ / / _ 0IFC 20. ALL DRIP LATERALS SHALL BE BURIED TO HAVE A MIN.COVER OF 10" 3REAL = 'a 1 ` I• J `J D 3 \ DEPTH.ALL DRIP TUB WIR E SHALL BE AT SURFACE UNDER FABRIC AND MULCH OR BURIED AT 4"DEPTH COVER OVER PIPE IN LAWN AREAS. AR A�AILALE h-. 21. RUNS OF LOW VOLTAGE CONTROL WIRE IN EXCESS OF 800'SHALL BE 12 1B I':`" \`�' i I �•• {�I GAUGE WIRE. z r_ b I % l / 22. SIZE CLASS 200 PVC LATERAL PIPE ACCORDING TO THE FOLLOWING --,-r-- •'-"'-y I �I I ' FLOWS OR AS SHOWN ON THE PLANS: -•----`--.--_-"-_-- n 1"FOR FLOWS OF 15 GPM OR LESS F'• 1-1/2"FOR FLOWS OF 15 GPM TO 30 GPM I{ r 21/ W-5O 1O FOR FLOWS OF 46 GPM TO 76 GPM SCA GREET- - -- CA_ 11 _ --_-_ _ --=--- � (I I •I I ' � r � SEAL: I V `'SANDRA K•' 18.0 2 s`� u�fvr°b v� � /Y poi.= .5.TIP.L - 1 I ..'a"`l_ U)I `,,umnnu f. IP .6/Ij I /� Z W jj- 0 51rv. ,I Y DATE:06/11/20D4 U -- 17 r= I� I I 14 JOB NO.:3E085.01 0 1 2.>1a. DRAWN BY:JKB Z (VOTE'. 0 .._- % fj) I/ {' I�I - / CHECKED BY:SKF 0 PROPOSED-� 19! • A IRRIGATION p= 7- _ -� , I' I� I NOTI CONNECT TO DRAWING TITLE: ----- MAINLINE 2 1/ .%� _ EXIS .MAINLINE ' IRRIGATION N ~ I NOT :EXIST.CAPPE EXOIS NGT TO cY � F"r-- '4' Z T C MA LINE MAINLIN PLAN - 3 IRRIGATION v�c\V ` f^ SD� FIELD VERI��YY O -_� AL W 2 _ �;'Q 7 I t// IEZE LASE ITION SHEET NO.: 0 30 15 0 30 MAINLINE i i ' W ( Y. y.l - I CON \�ION/LANI.ro CO LI-103 0 1 2 3 4 '(V EDAW INC.ALL RIGHTS RESERVED m 2 3 4 NOTES NOTES: ( PROJECT: VALLEY ALL TREES TO BE PLANTED TO HAVE THE ALL TREES TO BE PLANTED TO BEAR THE �!I SAME RELATION TO FINISH GRADE AS SAMERELATGROW FINISHNURS AS WEST o ORIGINALLY GROWN IN THE NURSERY. NOTE: ' CONCRETE ORIGINALLY GROWN IN THE NURSERY. PROVIDE 2 AGRI-FORM TABLETS , �` SUBDIVISION WALK v PER SHRUB STAKING L MANDATORY.SUBMIT STAKING IS MANDATORY.SUBMIT FOR J\ / I BOULEVARD APPROVAL BY TREE STAKING OWING REPRESENTATIVE, APPROVAKIN SHOWINO-ERG REP.,AITY DETAIL N OF PRUNENATURAL L PLANT FORM. TO RETAIN PHASE 2 . h10UN0 � A DETAIL OF TREE STAKING SHOWING TREE STAKING SHOWING QUANTITY AND L NATUAAL PLANT FORM. FINISH GRADE-LAWN F FORPAED WITH fu OUANITITY AND TYPE OF STAKING TYPE OF STAKING MATERIALS. EPTH TOPSOIL •? q MATERIALS. MULCH AS SPECIFIED.PULL C 511 RIESPRUNE AS SPECIFIED TO RETAIN NATURAL MULCH 2'AWAY FROMTRUNK. PRUNE AND PAINT AS SPEC'D,TO RETAIN -EXISTNG FORM NATURAL GROWTH FORM. WEED BARRIER FABRIC AS I I 1III- -I BOZEMAN GRADE q KRAFT PAPER TREE WRAP,WRAP THROUGH SPECIFIED. _ 6111�SLp?E CONSTRUCT EARTH BERM SAUCER;FILL W/ —III-I I '' I I III—III—III III- ' WARRANTY PERIOD MULCH.AS SPECIFIED. I I• I-III=1 . I I-1 II - MONTANA 'CENTURY TREE GUARD;LARGE SIZE PLANTING DMIX.EPTH H SPECIFIED. I — III I I- - -CENTURY TREE GUARD;LARGE SIZE. FINISHING DEPTH TO MATCH I-III- I I I OR WEED MULCH,AS SPCO STRUCT EC)IEOTH ERh1 SAUCER;FILL W/ FINISH GRADE FIN.GRADE FINISH GRADE .I: III I I BARRIER AT D.C.;V-O O.C. ////////\�//\//\//\//\//\//\//\/��!•; _ —1�I' _ �—TOPSOIL I I' AT SEAMS,IF REQUIRED. PROVIDE 6A71N.CLEARANCE BETWEEN II III I OWNER: / /\/\/\ \\/N\\//%�/�\�/%:'"`' • '' ,• B PIT WALLS. WALLS SHALL BE BETWEEN BALL I I=I I I'. 6-MIN.CLEARANCE (I MULCH AND DEPTH,AS SPECIFIED i!::_�':'•' BALL AND PIT WALIS:ALL PR WALLS —_I:....�:'; —II \\/\ \/\�/� / FRACTURED 8 UNGLAZED -III-I J `� SHALL BE FRACTUREDAND UNGLAZED. WEED BARRIER FABRIC, ASPEN REMOVE BURLAP FROM TOP I 'III AS SPECIFIED 1=lil= 1_';::: :::'.::'; -I I =1I- ENTERPRISES LLC WIDTH ��/l' ^// I I `: `� I- II I I—I I REMOVE BURLAP FROM TOP THIRD OF 1/3 OF BALL. IF SHRUB IS METAL EDGING,AS SPECIFIED; 1 CONCRETE = ROOTBALBUCUTPWIRE IBATOP S ET IN OFOUR ROO7BALL:CUT WIRE BASKET IN FOUR (— _—I(I— POTTE NGRE TOFF EFORE I_:I VARIES,SEE •:�S PLACES AND FOLD DOWN 8'. III—I 1 I—III—I 1 I INSTALL ACCORDING TO I� — _ I I—I NOT OISTRUB ROOT BALL MANUFACTURER'S SPECIFICATIONS PLAN PLACES APID FOLD DOWN 8 INCHES _ -I — I I III—III—III :II- CURB 8 _ I I-I I I I—III—III—I I—_ BACKFILL WITH PLANTING SOIL MIX GUTTER _I I-III=III=III=1 I I I PLANTING SOIL MIX,AS SPECIFIED -1 I I= =III=III=III—III= AS SPECIFIED. -III—III—III- EIOTTOM AND$IDES OF PIT -I WALL SHALL BE FRACTURED 1 BOULEVARD MOUND 2 DECIDUOUS TREE 3 EVERGREEN TREE 4 SHRUB AND UNGLAZED. E LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE LS5 EDGE/MAINTENANCE STRIP , NO SCALE VALVE RISER AND CAP B'DIA.MINIMUM • PVC SCH 40 ELL FINISH GRADE SLOPE AWAY MIN.2% 1 _ PVC SCH 80 NIPPLE(LENGTH AS REQ'D.1 OF 2) PVC SCH 40 COUPLING a 30'LINEAR LENGTH OF WIRE,COILED ' 3a \ _ VALVE BOX AND EXTENSION WATER PROOF CONNECTION(1 OF 2) o III I I —III—III WRH NON-HINGED COVER VALVE BOX WITH COVER:24'SIZE 7LA'08Y OR EOUAL.WATER- 1_ -D i MAIN LINE I— PROOF WIRECONNECTORS TF T i SLOPE TO I I I-I I TOP OF MULCH L 1 y D LOW POINT — f' f MAKE ALL SPLICES I 314'BOILER GRAIN FINISH GRADE FINISH GRADE VALVE ALL SPLICES PROVIDE BALL VALVE 20 E%P.COILS EA.WIRE VALVE BOX,WITH COVER w I II I II I 3.MIN. PVC SCH BO NIPPLE FIN.GRADE —III FILTER FABRIC (CLOSE, OF 3) SSEMBLY I2 _ RELEASE VALVE AIR PVC SCH BO UNION FORSER r I FIN.GRADE KEYMAP LL2 —III— I-12'WASHED 2'PVC RISER, PVC 3CH OAMALE ADAPTER —II Do �0O GRAVEL FILL AS NEEDED 3'MINIMUU OF L• VALVE BOX �Q GATE VALVE,2"S1ZE o WASHEDLINE SIZE BALL OQ�o OQ Qg 0 °off BRICK(1OF4) ELECTRIC VALVE MAINLINE OR AND 10'DIA.BOX OR EQUAL INCISE PRESSURE REGULATOR AS SPEC'D. PIPE D I�Igo 00-�y1Q o o O 00 �O O(��'Q FRENCH DRAIN AS SPECIFIED 815 WESTERN AVENUE,SUITE 300 ,O���Q OQQ Q 0�0 S MINIMUM SIZE NLWTX TX Z 6 WYE FILTER ASS EC FOL VALVE AS SED C'D. CJ_ p00S. 0 i 4 LATERAL q,o Q 9 104 E,WASHINGTON Q W 0 c FROM MAINLINE ✓l, ce Wo°o°o Q � BALL VALVE AS SPECIFIED TO HEADS ° o ° ° tSOB o ZC p;Mw MAINLINE PIPE TEL 206 267 7700 Q Q PVC MAINLINE —III p ('� 000 O PVC MAINLINE PIPE SLIP FIX ECTOR;INSTALL FAX 206 343 9809 i 600� OD CONCRETE THRUST BLOCK —PVC SCH 40 TEE OR ELL T OEPTKYIASHEO SUP FDNVN 0R INSTALL V DEPTH,WASHED IN FULLY E DED POSITION www.edaw.com —III I 1 PVC SCH 80 NIPPLE(2'LENGTH HIDDEN)AND PVC SCH 40 ELL 3/4'MINUS GRAVEL BASE IN FULLY ENDED POSITION GRAVEL BASE —III— G IRRIG. MAINLINE DRAIN 7 AIR RELEASE VALVE 8 DRIP ZONE CONTROL 9 ELECTRIC VALVE 10 MANUAL ISOLATION VALVE �•: LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE FINISH GRADE FINISH GRADE NOTES: —\ APE 8 BUNDLE ALL WIRING AT f0 FT.INTERVALS.US 1.ALL PIPES ARE TO BE CENTERED PLASTIC WARNING TAPE 6-ABOVE ALL DIRECT BURY WIRING.MAKE ALL ® ON THRUST BLOCKS. SPLICES IN VALVE BOXES&LOCATE ON ASBUIL7 N 2.CONTRACTOR IS RESPONSIBLE FOR CONDUIT PLANS.TIE A LOOSE 20 FT.LOOP IN WIRING AT ALL DIRECT BURY ADEQUATE CONSTRUCTING THRUST SECTION CHANGES IN DIRECTION GREATER THAT 30 DEGREES. SECTION BLOCKS IN ALL PIPING INSTALLATION. _ _ _ FINISH GRADE UNTIE ALL LOOPS AFTER MAKING CONNECTIONS. A THRUST.BLOCKS NOT REQUIRED ON 1 I—III—III •1 1=1 I I-1 1 1-1 1 P FINISH GRADE SECTION A-A 2.12'DIA.AND SMALLER LATERALS. / _ _ _ GEAR DRIVEN ROTARY INS7ALL'ALL 720V.WIRING IN CONDUIT WITH PLASTIC TIES HEAD AS SHOWN;SET _ CONCREFE EMIITERATBASE —III—III III-III—IIII—III WARNING TAPE AS NOTED ABOVE.ALSO PLACE ALL LOOP _ TO GRADE WHEN TURF REV. COMMENT DATE _I-III--III I I I-I I IE I E IS ESTABLISHED C ' QUICK COUPLING VALVE&BOX 1I—III—I WIRING UNDER PAVEMENT AND THROUGH SLEEVES THRUST BLOCKS E( OF EACH PLANT _�=III—I 1-1 I I—III—I I 1 SCHEDULE L NGTH THREADED III —I I I—III_ U CONDUIT. ! 1 I—III—III III—III—III- NIPPLES;LENGTH AS REQUIRED USE PLASTIC WARNING TAPE 6'ABOVE h1A1NLINE DIRECT BURY PLAN 314'DRIP TUBING _ I I—III=1 CONDUIT AND ALL LATERAL PIPE. _ _ _ SCHEDULE 40 III -III -I 11-I I I- A m A MULCH AS SPECIFIED IN.GRADE 'III—III-1 I 1-II11-I 1 1—I FINISH GRADE FIN.GRADE SCHEDULE 40 PVC FITTINGS _ •/ Wf MULCH -i I-1 I I—III TAPE m` P 1 I I I I III ITT IIII I I I I 12•PVC SCH.BO RISER , MAINLINE -III -III -III-III I-1 I-III-I I-I-I I PIPE — LATERAL _ - LATERAL I 11 I—— — ' III—III—I I—III—III—I 1-1 II-i11- T PIPE TEES& ELBOWS IIIII— _ f BEDDING SIZE SECTIONS —III—III—III—I I 1—III— —III—I I SCHEDULE 40 UNITIZED _ _ SIZE PLUGS 22-12' 45' BO' 45 DEGREE MA%. PVC DOUBLE SWING III=1� 120V WIRE SNAKE All A B A B A B A B I I—III—III—III—III—III=I III—I I I= JOINT,1•-6'LENGTH -- LATERAL PIPE dJ' — IN CONDUIT INTRENCH 3.4 24: 12' 8' 12- IT- 12- 21' 1B' S'STEEL STAPLE AT 6'O.C.MAX. B' 3318 ' 1T 18' 24' 10• 32' T/' ALONG DRIP LATERAL;NOT READ. PLASTIC B. 40' 24' 16- 24• 3V 24' 45' 30' WHERE DRIP LATERAL IS BURIED' PVC CLASS 2001PS WARNING TAPE 10' 50' 30' 20- 30- 40' 30' 81' 3B' LATERAL PIPE PLANS 12' 61' 36, Is, 30' 56' 30' BT 36' WEED BARRIER FABRIC,TYPICAL SCH.40 PVC TEE IF LOCATED IN A PLANTING BED - 11 QUICK COUPLING VALVE 12 TRENCH . 13 THRUST BLOCK 14 DRIP EMITTER 15 GEAR ROTOR HEAD B LS-501 NO SCALE LS-501 NO SCALE LS•501 SEAL: .NO SCALE LS-501 NO SCALE LS-501 NO SCALE NOTE: 6•INCH OV✓HL CASE - ``�4�•"'•�' 4 CONTROLLER ENCLOSURE,WITH LOCK SEE IRRIGATION 2-INCH O SCHEDULE BO PVC DROP ``;'$ANDRA K••;'''�; PLANS FORW'ELL PROPOSED PIPE IO LF.SS.SCREEN JOHNSON OR FISCHER EDGE OF PAVEMENT OR CURB LOCATIONS. WELL EQUAL WITH SCHEDULE 80 PVC PUMP TREAT GRAVEL SURFACE - 24NCH PITILESS SHROUD TO NEW SUBMERSIBLE PUMP _ PEDESTAL KIT FOR WEED CONTROL WITH CHED PRECIPITATION NOZZL 8 ADAPTER,6.5 FEET o- 3 H.P.,230 V,SNGLE STAGE s295 HERBICIDE FOR SPECIFIC e z ¢� .P. T.O.H.TO PRODUCE 35 GM.AT 60 NATIVE GRANITE BOULDER DEPTH BELOW o WEED SPECIES ''�o• t;;:' FINISH GRADE GRADE P.S.I.AT THE WELL MIN.SIZE GF.-30L OR EQUAL LAD.GOULD 33 pJIN.2%TO E-0•FOR OTL 19.Y-W FOR OTL I9A LANDSCAPED BLOCKY SHAPE.STACKED III-III-I I I GRADE _ 2-W YCE tYHERESPECFlEDONPLAN Z 6'MINIMUM iTOP•VALVE,YICJQST CURB,TYP., AREA PIECE9 ARE PERMISSABE. - I I III-III-III- SLOPE MIN. w _III CONCRETE PAD:8-INCH MINIMUM � LINE SIZE STOP&WASTE SLOPE FOR IN. WATER AND ROLL CLEAN MASON'S SAND THICKNESS VALVE 6SFEET DEPTH 2%CROSS SLOPE SURFACE TO SMOOTH III-III- FINISH GRADE I-INCH BELOW MALE ADAPTOR BELOW GRADE (SEAL ,•I I — SP EAO TOP OF PAD 1 2 EA,LINE SIZE BALL VALVES DATE:O6N 1/2004 U I" 1 C SCHEDULE 40 RISER 3-INCH PVC SCH 40 CONDUIT, QUICK COUPLING VALVE wim /�/� •. JOB NO.:3EO85.01 0 it f SWEEP ELL AND FITTINGS JUMBO PLASTIC VAULT,V✓ITH -FWISHGRADE; \/��/��/ �`+'�s�`� =°"'•,�'•' 1TMIN. SEE GRADING Y� ..:};,.:.'+.:N_.r,•.. EXTENSIONS. FLOOR).SIZE. ` / / `: ::.`• - "is>= DEPTH DRAWN BY:JKB SPIRAL BARB ELLS WITH LOW SHAPEAND CONSTRUCTION TO PLANS � �/�/ -"'"`''•`'''"�'`"-"'`''`•?�''""" CHECKED BY:SKF p ENSITY SP-100'FUNNY PIPE WIRES TO REMOTE CONTROL - VALVES 3144NCH MAINLINE HOUSE CYCLE STOP VALVE TANK 4-DEPTH 3/8'MINUS GRAVEL WR/T . NATURAL OCALLY20PILABLE ON TYpAR3201WEED / /�/ / i DRAWING TITLE: U G DRAIN VALVE APPURTENANCES,WITH A o REMOVABLE COVER AND 3f41NCH BINDER;LOCALLY AVAILABLE NON BARRIER OR APPROVED 2•INCH PVC SCH40 CONDUIT, 3-INCH SCHED.40 PVC w MINUS,GRAVEL FLOOR AT 6 INCH SPEC.ROADMIX COMPACTEDT095% EQUAL BURY BOULDER BASE COMPACTED SUBGRADE SWEEP ELL AND FITTINGS MAINLINE;SEE PLAN G DEPTH. PROCTOR DENSITY,AS PER CITY OF- - MIN.4'BELOW GRADE TO 95%PROCTOR DENSITY PLANTING DETAIL PVC CLASS TO POWER SUPPLY B PUMPING MAINLINE DRAIN "' BOZEMAN PARKS REQUIREMENTS NOTE: 200 LATERAL PLANT.CONTRACTOR TO lllddd UNDISTURBED SUBGRADE; 1.SUBMIT SAMPLE BOULDERS TO OWNERS REP. �/I PROVIDING METERING SUPPLY - PROCTOR ROCTFILLS O DENS)COMPACTED FOR APPROVAL PRIOR TO INSTALLATION Z C TEE INCLUDING METERING BASE AND PROCTOR DENSITY IfTILITY REQUIREMENTS: IRRIGATION \/L//L TER WELL 2.INSTALL BOULDERS 70 REPLICATE NATURAL LOOKING PLACEMENT � Q ' 1 SPRAY HEAD 17 PED. CONTROLLER 18 PLUMBING SCHEMATIC 19 GRAVEL PATH- 2O BOULDER RETAINING WALL SHEETING.: w 01 NO SCALE LS-501 - NO-SCALE LS-501 NO SCALE LS-501 NO SCALE LS-501 NO SCALE LS-501. U) 1 2 3 4 (0 EDAW INC.ALL RIGHTS RESERVED DO �� - • G • 1Z J►��L p,��.Y�= _il�.J\_Jt�j►=ice—r• rii /I. .M J► Ja • J. r �__r �1 �—y � Y J• _ r yr i _ +. _ _y_�_ ! ��-- + Ja y.—�•_..�=�� �s^��r" „ �, �. _ d___ _ _________ _'— �c�:. —__—� __ i\-,-. �. � n. ���L1��Y �lt�l►�/♦1��. ♦t�p ._ 91 t.. _$ � --� =��t�► boa.. ��, � ,� ,, �� �� r Yd e O ® e . I .�./ -�� `•'�o ., a:�o'�•,. Q tip. �- � o �, . — — — — — 'f No11 J • • • � .' o is9 ° i SIGN"HR 4 O • t rp G >) # > -_ _ _ —:. .:.............................................................. zy On MEN FLAG DISPLAY 4. � z" may. .s�:+'j�' �.�• \�` ��i� T�!.' �i it :•'• \ayr �'��.iw�i i���\ •_���� , � I/ nV �//i'� �r �,`�, - • • �' � __ -_-�_ --- to f 1 - S 1 e ♦ ♦ ♦ ^yam `? 0 i ® � 1 ♦ , PICNIC ® w� �\ ! n .....,. F11, , � � • • 13 � � • • • 14 Valley West Parks Master Plan Bozeman,Montana • Benches and Bollards Light bollards, which provide low level down lighting, =f will be located along the walkways which wind through j the parks. The bollards will function as way finding ! points. Their unique design and natural materials I� complement the aesthetics of the other structures within the parks. In a similar manner, park benches will be j positioned along walkways. Like randomly positioned fireflies, they will provide subtle down lighting while inviting users to pause and enjoy the parks. They are designed to provide a variety of seating options facing both the stream, park and the walkways. Groupings of boulders arranged adjacent to each bench will serve as additional seats or ottomans and work to integrate the benches into the natural landscape. Covered Bridges Park structures will function as bridges, sheltered gathering places, and pleasing landmarks within the park landscape. The architecture references historical agricultural structures found in the region as well as traditional covered bridge structures. Natural wood and ---_- -_-= • rusted steel are the primary building materials. This natural color palette blends well with the native plants and landscape of the parks and wetland corridors. Bridges have a widened section in the middle which provides users the opportunity to pause and stand or sit on either side while maintaining a clear walkway for other users. The covering helps to protect the structures and provide _ points of passage and pausing free from snow and rain. Pavilions On the west landform extending into Meyers Lake, -� which was planned as a focal point, four structures will form a central pavilion that will be arranged in � quadrants around a central fireplace. The layout of the pavilions allows for flexible use by small or large t groups and maintains a connection with the adjacent lake access area. The peninsula, trees, and pavilions help to shelter the shoreline from prevailing winds and provide scattered areas of shade and shelter. The - architecture and materials are consistent with the covered bridges and will continue the concept of J providing structures which accentuate the landscape • and reference historical structures of the area. • • 15 -TWA I t-ate flil MM w 8� 1N(8!S Wien— #�, � IP 1� � 7� V cp 400 1 0 ji, E �;•�� �, � � i r � ' � �,■4,30 son0 o a<< F 4 ob: ��o �� � °'gyp. � �,• �� e• ��' �IIiR ,� �° �' � �:� �e °oe �+lit �: ,� ► �� bra v I :L� A=—_"" '�I9� �■�� �n�is• � _� �� � �TA:ATGG , T Ilk IN Ra '::.. :.tom € € _�, ® . I ' i /. :, `#t: �: _ •.;�. \« _ p® °. • I 'i: . J1.:, #T, a '\ rl ° it; \ _< ��'• I•. M¢/_ti• ���...�11�L�1...:-�.� �.tir+! Fs w16, - -�w�ra�< +s< aw l F�� A '� .r. i.l 11 t ew�a Ate= e`��-- �,a�T�..:. � ;+7ti�•` LT ,-"��— i ++Ti-':• !��' r �` w 1 / . I �(� VALL 01 'U- . N _ ESIG — CRW JJR u NED BY Z LLI DRAWN BY PHASE -;: :p; — C—N HECKED BY 11122lO6 O ' ONTA (a ;.+r. DATE .. U� NNAEL TT 06023 ' _ - PROJECT NO. 23 FILE ONO. Tf U . ,,,, ':� : ., x,.s�::..: , +,- _. ::: .:�:, :: ': , .: a^c> #s ;..,r,`:,.., ✓_I ':" , .,!:;�t �;.%%''9� t t `zv;=' s - ,.w.sau:!Ii V] 0 o ., ,. mRE w E ozg$ ' P. s H 0- I• , I �, DRAWING INDEX 3 - . f , FP #' b :.,, ! ct � a : ,; w, S DEVELOPMENT & LANDS,CAPE PLANS .w..�{ � .. .�.,. x. , ,.. . �• , , . � . .. _ . .. � ..- f T1 TITLE SHEET Z I I - L1 LAND APE PLAN SC w w ��,. ... .,.. _- , ... ,, ..s, a ,. ,5 I .,r. ,�.. OLIVER ST>r, 1. I LANDSCAPE PLAN L2 a OURSTON L LANDSCA E PLAN - ..,.f.. .., \ROAD Ill L4 LANDSCAPE PLAN !. i ST. OU �i. \ L5 LANDSCAPE`DETAILS =` ;, „� *• �" W W W :.:-,,., •,:.: - M : .a .,z,sa,. 4, ,,-.•.:.:- - Q > W VILLARD - », n T OOCE II' - Q a p E S g ASC D I��•I rcc o r> j x U t I } BABCOCK � - DESIGN TEAM 1 1 N w W a OWNER Q LANDSCAPE.ARCHITECT a \ J K BOZEMAN'LAKES LLC W o z PEAKS TO;PLAINS DESIGN; P.C: 2415_E.:CAMELBACK STE. 900::. RAVAt ,, ;. Ai 208 N, $ROADWAY SUITE 350 Q W 1 PHOENIX ,AZ 85016 Y ooNK BILLING§, MIT 59101 _ A Z Z w L (602 468-8900 (406) 294-9499 a 0 > coLOEN ��I oR I—a s -• '- FALCON ST ,} - a.• 7 ( a I IL_EN INFER . • :. _: �:_ � ,t- o . _ I- W ,_ '; ..... � ..:..:: - ..•,_ ,,�.,,_:..,. .._,,,.__ 'r:<-,.: , _..,. '..... �::� ''::: . '.;;: LLEY"COMMON .DR't9 m -.:.. MORRISON;MMERLE', IlVC. AR6.I,tIE`DR 901 TECHNOLOGY BLVD. SHEET T 1 BOZEMAN M 5977 :, :., :.. ,-;;' •: r _ _r: .: .,. I PROJECT 1LOGATION MAP MA I (406) 587-0721 , r DEC 071006 D : . T1 DEPAGiMENTOF PUINNING - - � � - - � � ANDCDMMIINGY DENE�GPMENF .. - — —y ECK 1 LA —TEL TEL , n ;+.� >'"=T' (?p'.T i�,�,. .. �_. .. S�• '`+',j.\\\ � _ _.. ' DESIGNED 9Y 2 jJUICIRW Crn 7 l � hs. _ JJRWN BY o z - CHECKED BY 1 „J.'/ • ' 'V�,�. �.\1 `�I�- 'I /.�X"'\�'1/ �(_��,��-' /�{7 Tr 11/27 J O e LEC , DATE U) 06023 ',5 1 PROJECT T NO. t 1 06023 L UPLAND SEED MIX S.DWG- /// ` ,Y, `_,.... _ \ , FILE NO: U WETLAND SEED MIX ABOUT 4 AGR,ESOP SOD TO BE REPLACED. ►g 7 a / DIRECTION Or VAUeHN WA � „'oOENVIROMEAL N Ls W C:.. I . oga O i 7w A+ l � , o - ti � = PLANTING PLAN �,� J FLU / ' �I)f'ti _ l SCALE f) I' y F/ - �,v_ 0 t 1 \ (U PN' / r o } t LLJLjj r qa " SHEET MATE N� o - �' L l nva ' KAATC,H LINE "All 1�ATGH :LINE I'A' �.. - - - ` _ I .•• ECK r _ r X {; _ _ s . "h4 r�rr�, JJU/CRW a�n 61I �s - _ _ — - - — � - � � ------- " �:.�. SS ° � ,r �.�. � - �- -- — — --T�-- — DESIGNED BY Z r v �, �• �:_ !.- � `, - � I act.,� I� '` � � .' — c7 \ _ — JJU/CRW Lu DRAWN BY p u�! IIi,IJu r I s1 _ r�>� IA JJR_ z CHECKED BY11127/06 g 11 } I I • F ..,.:. , I f,...- .a �: � a : ... - ti- - - _-.� ... ,. � n /� DATE 06023 0. PROJECT NO. 0. x V, 06023_LS.DWG —� �,�, -.� a. ( :_- ,•_ ? ''h 8; { !*az .^ o - :. ..- ,.. .., FILE NO. - —I ► , i J U 1 Q- AA �' Q_g � ( PN z � <1w v ,. ' g: , I .._. �, I / - ui !tm` _ Lo , ,. P r r "w �. �' '�, •. . �, � . . a ,�? per / _ _ 5�* F—j. ^ � I� x a I �I X X N r 1 rr ' '»";.,'" , "—,11 "rI) : r \ r x ' �/ , I r( :8 ¢\ 0�' E! I r r */ lUJ \ t < } _ ." Y r r , \ r AND SEED-MIX '....� ,i.(U 5 U I { il� r ...L._ ,. - _ r 05 I ( �p ()SLu , 4 _ W 1 WETLAND 5�' MIX .\ -'.. ,X -- \. .. .. _ r � � r A50VT 4 ACRES OF 50D TO BE GPD ., .,., .�, X'. /, ). .� ! \, ;. '� • .0 t`} ', i-" z h+-� AT THE DIRECTION OF VAUCHN \ t I <.;� �,,. 1. \ • --I-' e. C") 1 �' /` FFB�-II EN VIROMENTAL \: r, 1`t� r 3.!-Na '' I' - \• \.�,.. \�, \, ./ W r `h � � j \ ,{ �•., 1 I',;fir' �./ �'- 1 � ,% T P 1 A TING PLAN r SCALE: V=3 j. iI'i'T' - ,c ■ - / ... ,' ... F--i sti ,RAy � L' u Pr �A ,,.,� !'. '. I,�F�,-1 � '. ,� r.• ,': �'-:` ',�.. h` _ _,,,'v (.?'� -- SHEET Nil 4� (>:4A-` , v of T: L LINE IIa 11 \ /� \ 3, „( 1�) z,'I! {` 8. ,i; /.',:. , 1 11I �:I°I ( l;.,?'C,�VE ��E1i 1=J - --r- \ - .. -.p <. i , A -.._:a ._.._ .�- 4 M TGH L I NE MATG�+ LINE � �f-,:hA F �_� ,� ,, r. / J. - 5 r, r s,:�' 1 ffS `k.SY a:: it.: .., 3 '' __, 1J -. .. —�a�`3'I �/'s / ���'O•.C N 5.•�'l/"�� . Xf` JJU/CRW a A CRW JJU f.^<�.M Z I , \ ✓ e [-� \ �DRAW w — — m m _ � CHECKED BYCL CL 11/27/06 DATE Y(n 06023 PROJECT NO.. CL I n7 r- ✓ 06023 LS.DWQ cli FILE NO. , , , ) z � U ;gm Is v> >a z <E Z 10 PI/ A AA i + ' I ' IiI 1 RA - '� ,�i IIIII�C i i 1 iil G W p-I Lu 3 t t - t V LU)41 ca _ I r r I� UPLAND SEED MIX " mz II i WETLAND SLED MIX ABOUT 4 AORES5 OF SOD TO 5E REPLACED AT THE DIRECTION OF VAU5 N ENVIROMENTAL' - - w W PLANTING PLAN 1 SCALE: SHEET MATCH LINE IIG.I C i is -' M?�TGH L i L,3 MCAT LEI ky y ATc b- 'l 1 f, I�,,i J. >r c s JJUICRW d DESIGNED BY (D JJU/CRW DRAWN BY o JJR z AA � CHECKED BY 0 --, A, 11/27/06 U .DATE ~ 06023 a r Ai PROJECT NO. ao LI, ,t I ilk r ��,7ii;Ii �,I id �L*��.•�,, .., x'"- .. ti/_ ' � - ".- � A ,� - - . � � FILE NO co Sf QpUe PLANTING PLAN I, / SCALE: 1"a30 O oLEISEND z a,3 UPLAND 5EED ML'C WETLAND SEED MIX _ ABOUT 4 ACRE5 OF 50D TO BE REPLACED ^ AT THE DIRECTION OF VAUCHN ENVIROMENTAL PLANT 50HEDULE 1 p, ,n 5'CM O BOTANICAL NAME Go. MON NAME 51ZE IROOT NOTES \ DI-IDUOUS TREES E- 4 0 PN 2B POPULU5 TRICHOGARPA BLACK COTTONWOOD MIN.GAL. CONTAINER SMALL NATIVE TREES F+I W I off` V J 3L.7FLPOPULU5 TREMULOIDES QUAKING ASPEN I"MIN.GAL. CONTAINER LOW. I"MIN.GAL CONTAINER SL'A -5 '5ALIX LASIANDRA PACIFIO"WIL" DEGI`AA ,II5. AMELANGHIER ALNIFOLIA .,WESTER N.SERVIGEB_ERRY I GAL. CONTAINER W 4,' :GORNUS'STOLONIF,ERA. REDOSIER DOGWOOD 6AL. CONTAINER EC, 26 1 ELEA6NU5:GOMMUTATA : AMERIGAN 51LVERBERRY I CAL. CONTAINER PV 68 PRUNUS VIRCINIANA - COMMON CHOKECHERRY I CAL. CONTAINERS F ,>.A GOLDEN CURRANT 6AL. CONTAINER / - RA 134 'RIBE5 AUREUM '• I- - RW 65 ROSA:WOOD511. CA p SAL 24' 5YMPHORIGARPO5.ALBUS GOODON 5NOWBERRY CAL. CONTAINER "1/�SHERHERDIA ARGENTEA SILVERLEAF BUFFA_L05ERRY I&AL.. CONTAINER a ! ,_ SB III 5ALIX BOOTHII/BEBBIANA BOOTH/BEBB WILI-OW 1 GAL. CONTAINER i `/�` ! • SLU -III 5ALIX LUTEA YELLOW WILLOW CAL. CONTAINER WETLAND COMPLEX •TUBELI'NGS. OTY.BOTANIGAL.,NAME GOMMON NAME SIZE NOTES - boo JUNGU5'EFFUW5'... SOFT,RUSH _ 10-INCH T -'�- 600 _WNGU5"EN5IFOLIUS DA'CCERLEAF RUSH'L_-- ..IO-INCH T j 600 'ELEOGHARIS PALU5TRI5 CREEPING 5PIKERU5H _ IO-INCH T �\ 600 `SCIRPU5 MIGROGARPU5 SMALL-FRUITED BULRUSH_ 70-INCH T - ` 600 SGIRPUS AGUTUS' HARD 5TEM BULRUSH IO-INCH T _ .; o 1 •� ,,.. \ 5GIRPUS VALIDUS SOFTSTEM BULRUSH .. 10 INCH T - boo J a 600 'GAREX AQUATALIS WATER SEDCE,J _ 10-INCH T " 600 GAREX..MIGROPTERA SMALL WINCED SEDGE _ 10 INCH T ' MIMULVS GUTTAlUS -YELLOW MONKEY FLOWER 10 INGHT W 500 SAGITTARIA GUNEATA WAPATO IO-INCH T a,�."; , `. 500 ,SAGITTARIA LATIFOLIA DUGKPOTATO -NCH T 10'I a J \yV I 1 tu Lu s \ SHEET di PLANTING PLAN N , SCALE: 1=30' T 4 - t Pi- ANTINO NOTES J . '? 1' N To-A MINIMUM SLOPE F. .0%TO AL TH OTHER CONTRACTORS A5 NECESSARY FINE GRADE AND SLOPE ALL LANDSCAPED AREAS O 2 14. THE CONTRACTOR"ALL COORDINATE WI � - DRAIN. POSITIVELY NO SETTLEMENT,EROSION,SEDIMENTATION OR OFF-PROPERTY - 'REGARDING LOCATION AND TIMING OF INSTALLATION OF PLANT MATERIALS. O i LA DRAINAGE NUISANCE 5+4ALL BE ACCEPTED. ' 15. PLANT FERTILIZER SHALL BE ANALYSIS:ASRIFORM(21 SRAM),20-10-5 BY WEIGHT �•,�.-,; -2. CONTRACTOR TO VERIFY WITH}THE PROJECT MANAGER AND UTILITY COMPANIES THE OR AS APPROVED BY THE OWNERS REPRESENTATIVE,APPLIED AT THE RATE %,'9.1 c 5�• 'LOCATIONS OF ALL EXISTING UTILITIES-PRIOR 7TO,'START..CONTRACTOR TO:REPAIR ALL RECOMMENDED BY SOIL TESTING AND SUITED TO THE SPECIFIED PLANTS.. DAMA6E5.To EXI5TIN&;UTILITIES,CURBS,PAVEMENTS.AND STRUCTURES GH OCCUR16.;THE CONTRACTOR SHALL.NOT BE RESPONSIBLE AT ANYTIME TO REPLACE OR ���nIEIIIIISS��� - - DURING THE CONSTRUCTION Or PROJECT OR AS A RESULT OF THE CONTRACTOR'S ACTIVITI£5,AT NO ADDITIONAI-G05T'TOTHE OWNER. HONOR ANY WARRANTY FOR THE.L055 OF ANY TREES;PLANTS,GROUND GONERS OR -. . , 'PLANT ALL TREES TO HAVE THE SAME' - 500 CAUSED BY FIRE,FLOODS,LIGHTNING,WIND5 A50VE 70 MILES PER HOUR OR ANY RELATION5HIF TO FINISH GRADE AS 3. PLANT LOCATIONS`SHALL BBLOGATED BYGONTRAGTOR AND..APPROVED BY THE: OTHER NATURAL DISASTER,NOR SHALL.THE CONTRACTOR'BEHELD RESPONSIBLE FOR U OWNER'S REPRESENTATIVE PRIOR,TO PLANT INSTALLATION. '` ACTS OF VANDALISM OR NEGLIGENCE ON THE PART OF THE OWNER. JJU/CRW n. ORIGINALLY GROWN IN THE NURSERY. - PRUNE AS SPECIFIED TO RETAIN NATURAL FORM NOTE. 4."ALL PLANT MATERIALS SHALL BE A MINIMUM OF 2'-O FROM PAVEMENTS AND. : I7.-MAINTENANCE SHALL'BE61N AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL _ DESIGNED BY 2 ,."U TU PROVIDE 2 A6RI-FORM TABLETS STRUCTURES. -: - CONTINUE UNTIL FINAL ACCEPTANCE BY THE OWNER'5 REPRESENTATIVE. MAINTENANCE PER.SHRUB - 5. PLANT MAT. BE FURNISHED.IN THE•OUANTITIEVAND/OR SPACING AS. INCLUDES WATERING,PRUNING,WEEDING,MULGHIN6,REPLACEMENT OF SICK OR DEAD JJU/CRW W 4 - 5 STAKING IS MANDATORY. SUBMIT A SHOP DRAWING OF /J / 57AKING PROCEDURE FOR APPROVAL BY THE OWNERS SHOWN ORNOTED.-IN CASE OF 0I5GREPANCIE5 BETWEEN THE PLAN AND THE PLANT. PLANTS AND ANY OTHER CARE NECESSARY FOR THE PROPER GROWTH OF THE PLANT - DRAWN BY ❑ pp PRUNE A5 SPECIFIED,TO RETAIN.-, SCHEDULE:'THE .PLAN SHALL DICTATE. MATERIAL. z :. 'REPRESENTATIVE.. �.!:;. :. .. _. � NATURAL PLANT FORM. .:: .. .. .. - ._ Jill :. Z 6: ALL SUBSTITUTIONS AND PL'4NGHANOES MUST BE APPRO�/EDBY'�THE LANDSCAPE-- 18. DURING THE COURSE OF THIS WORK,EXCESS-WASTE MATERIAL SHALL BE REMOVED + : - CHECKED BY WRAP 4'HT BLACK U.V.TREATED POLYPROPYLENE I� 50. ARGHITEGT. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE DAILY FROM THE SITE AND UPON COMPLETION OF ALL WORK. a TYPE OF MULCH AND DEPTH AS 19 UPON COMPLETION OF ALL LANDSCAPING,A SUBSTANTIAL COMPLETION O MESH WILDLIFE PROTECTION FABRIC..SECURE TO STAKES. OWNERS REPRESENTATIVE 11/27/O6 W/NYLON HIGH TENSIL FENCE TIES. LOCATE BOTTOM EDGE- : SFROM TRUNED.K PEGIULL,MULCH 2' AWAY' T ANY WORK:OR MATERIAL WHICH IN THE OPINION OF THE OWNER'S REPRESENTATIVE .WACK-THROUGH OF THE WORK SHALL BE HELD. THE CONTRACTOR SHALL NOTIFY THE DATE y �Cs OF FABRIC B"ABOVE FINISH GRADE DOES NOT MEET THE REQUIREMENTS OF.THE PLANS AND SPEGIFIGATIONS.WILL BE CAUSE OWNER'S REPRESENTATIVE FOR SCHEDULING THE WALK-THROUGH AT LEAST SEVEN f1) ' WEED BARRIER FABRIC 1 FOR REJECTION ALL REJECTED WORK AND MATERIALS SHALL BE IMMEDIATELY DAYS PRIOR TO THE ANTICIPATED DATE. 06023 ANTIN6 MIX A5 5PEGIflED'. REMOVED,'D15POSED AND REPLACED BY:THE CONTRACTOR,AT NO ADDITIONAL COST 20..ALL PLANTS SHALL BE WARRANTED FOR 12 MONTHS FROM THE DATE OF FINAL PROJECT NO. n p KRAFT-PAPER TREE WRAP,REMOVE AT THE END OF THE PL TO THE OWNER. WARRANTY PERIOD..., - PLANTING-DEPTH TO MATCH.FINISH ` : - - - ' AGGEPTANGE REPLACEMENT PLANTS SHALL BE WARRANTED FOR AN ADDITIONAL q0 06023 LS.DWG FIN.GRADE -- GRADE.. ;'- S: ALL TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING BY STAKING AND DAYS. - - I l TREE GUARD;.LARGE SIZE > - GUYIN6;SEE'PLANTINODETAILS. :THE GONTRAGTOR'SHALL BE'.WHOLLY RESPONSIBLE..'. FILE NO. !.. -TOPSOIL ` - t: 21. ,ALL 6RApE5,DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE - _ FOR 5TABILITY.ANV.PLUMS:GONDITIONS OF-:ALL-TREES'.AND,SHRUB5AND SHALL BE ::' 3 GRIPPED WOOD,LOCAL ORIGIN OF CHIPS,HEALTHY III 'S .: .. P-A T MATERIALS. - CONTRACTOR ON-SITE BEFORE CONSTRUCTION B£SIN5. ANY DISCREPANCIES SHALL BE TREES ONLY,51-0"MIA.IN LAWN AREAS,TYPIGAC: q 6"MIN.CLEARANCE - "LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY.OFANY L N _ BROUGHT.TO THE ATTC-NTION OF THE:OWNERSREPRE5ENTATIVE PRIOR TO COMMENCING' -. _. .�. �;;5 SS;j } : WORK w -� '• - p : 9: ALL PLANTS ARE TO ;ET OR EXCEED'Ah1ERIGAN STANDARDS FOR NURSERY _ - I : pppp z e S� SS REMOVE.CONTAINER BEFORE - :5TOCK R NT.-DITI N- Y THE.AM RIGAN NURSERY.,E'LAND5GAPE ASSOCIATION. ,�' �` 2 N ACT R- H AP-PROVIDE b MIN.CLEARANCE BETWEEN BALL b PIT WALLS.. III '..'� 2r; S;, . GU RE E: O ,B E 2 CO TR O 5 ALL S E6VARD'ALL BUILDING SURFACES,EQUIPMENTAND ALL WALLS SHALL BE FRACTURED b UNGLAZED -.. S' _ :- PLANTING.'TAKE:CARE TO NOT ALL PLANTS SHALL BE NURSERY-GROWN;U,NLE55 NOTED OTHERWI5E. FURNISHINE•5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR INJURY Ili. - - - -' -� DISTURB ROOTBALL. BOTTOM.AND - - - TO PERSONS OR PROPERTY WHICH MAY OCCUR AS A RESULT OF NESLIGENGE IN THE O SIDES OF PIT HALL SHALL BE 10. GGNTRAGTOR.SHALL TEST.THE SITE TOPSOIL AFTER ROUGH'GRADING IS COMPLETE EXECUTION OP THE.WORK. -'.-. „• -;IJ-III-I II-ICI-III- H TO DETERMINE SOIL.AMENDMENTS REQUIRED IN ORDER TO PROVIDE A GROWING MEDIUM - -, - - FRACTURED A D UNGLAZED. `AS,DESCRIBED. SUBMIT COPY OF ANALYSIS.AND RECOMMENDATIONSTO THE OWNER'S 23. THE CONTRACTORSHALL COORDINATE WITH ARCHITECTURE/ENGINEERIN6 PLANS TO y z �\ REMOVE BURLAP FROM TOP THIRD OF ROOTBALL,GUT I=� III-III- I WIRE BASKET IN FOUR PLAOE5 AND FOLD DOWN S INCHES " -III-1 I I- REPRESENTATIVE.FOR APPROVAL. <. BECO T ON5AND UTILITIES.ILIAR WITH 6RADIN6,.SURFACE AND UNDER6ROUNO Z Y3 I •:; �- IL TOP501L SHALL BE L005E;FRIABLE AND SHALL CONTAIN AN ORDINARY AMOUNT OF =o c O PLANTING SOIL MIX,A5 SPECIFIED HUMUS. IT SHALL CONTAIN NO LUMPS OF 501L OR ROCKS LARGER THAN ". IT SHALL BE 24: THE CONTRACTOR SHALL ENSURE THAT HIS WORK DOES NOT INTERRUPT '3p0__ SUFFICIENTLY FERTILE TO SUSTAIN NORMAL,HEALTHY PLANT GROWTH. ALL,MATERIAL IN ESTABLISHED OR-PROPOSED DRAINAGE PATTERNS. FINAL&RAVE SHALL BE 0.1 mR f a'2 �+u T PLANTING BEDS FROM 12'5ELOW'FIN15H 6RADE TO FINISH'GRAVE SHALL BE TOPSOIL. APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLANTING OPERATIONS. FINISH. a a DECIDUOUS rr+•n EE -� �71 1R lJ B - GRADE BEFORE MULCHING SHALL BE+\-3"BELOW FINISH SURFACE OF ADJACENT ��K y TREE 12. ALL FILL MATERIAL FOR BAGKFILLIN6 TRENCHES OR EXCAVATIONS SHALL BE H u 3 1 FREE-DRAINING,GRANULAR MATERIAL APPROVED BY THE OWNER'S REPRESENTATIVE. PAVING. �Z N 3 :NOT TO SCALE. t - - NOT TO SCALE ....THE 6RANULAR.MATERIAL SHALL BE LEFTIA:MINIMUM-OF 12':BELOW FINISH.6KADE. - .L 25.•PLANTING WORK SHALL BE THE RESPONSIBILITY OF ONE CONTRACTOR. $m o 3 15.PLANTING MIX TORE TWO(2)PARTS TOPSOIL,ONE(U PART COMPOSED VEGETABLE 2b..TOP501L FROM.ALL:CONSTRUCTION AREAS 15 TO BE STRIPPED;STOCKPILED AND gF MATTER OR MANURE,AND ONE(I)PARTNATIVE SOIL :.REPLACED AT-A MINIMUM DEPTH.OF 12"IN ALL AREAS TO BE DISTURBED BY P. CONSTRUCTION. - - -7. SAFETY PRUNE AND PROTECT ALL LIMBS AND ROOT MA55 OF EXISTIN6 TREES TA00ED'TO REMAIN'. SLOPE EDGES OFF TRAIL WATER AND ROLL - 12:1 MINIMUM;5.1.MAXIMUM- SURFACE TO A SMOOTH - - TO MEET GRAD£ SEAL6.0' p. ^}, 2%'.MAX) GWROWN AT - 4.. .;: UPLAND,SEED MIX + r 2%CROSS SLOPE : '. - X4XI0 EDGE GUARD' 2XbXI0'-JOIST SECURED TO - - CENTER OF.TRAIL :4X8XB'BEAM;CONNECT TO 2X4X8 DECKING, :-TAL : •': BEAM WITH METAL J015T' BOTANICAL NAME f COMMON NAME POUND5/ACRE 'I PIER WITH J"eHAPED .:CONNECT TO JOIST WITH ME .0 ANCHOR BOLT HANGER AOROPYRON TRAGHYCAULUM - - ANCHOR BOLT METAL SCREWS.' TO SIS UR�BEAM TO PIER _ SLENDER WHEAT6RA55 4.0 ., ELYMUS-GANADENSIS _ -- GANADA.WILDRYE 4.0 4x4xv BEAM ' ' PESIUGA OVINA GOVAR SHEEP,FESCUE 1.0 2X4X8 DECKING , - A&ROPYRON 5MITHII _ R05ANNA WESTERN WHEATSRA55 40 - - '/, r EXCAVATE 6 OF•EXISTIN6.6RADE. I :_I, '<:. - �v• AGROPYRON RIPARIUI 1- SODAR 5TREAM5ANK WHEAT6REA5S 5.0 1--1 BAGKFILL WITH 2LIFTS:-APPLY _: UNDISTURBED SUBGRADE- ` L, ROAD MIX TOBOTTOM3",b COMPACT FILL SLOPES TO " - " '" ` BASED ON A DRILL-51=EDINORATE OF APPROXIMATELY IS-5 POUNDS PL5(PURE LIVE C-' �I O i - \\� \ SEED)PER'.ACRE. RATES WILL BE DOUBLED FOR HAND BROADCAST SEEDING U) COMPACT,THEN APPLY%"MINUS 95%PROCTOR DENSITY I- ",. , - rr, rT, NATURAL FINES NATURAL'.FINES SHALL CONSIST OF 80%ROCK, : 1 \� \ \j\�//\�j�/ °•. 10%51LT AND 10%CLAY, MIX IN ADDITIONAL T 7 CLAY BINDER TO.MS /�T THESE PARAMETERS-AS- i.11 I II i -`.. \\ .r; WE I LAND COMP L� SEED MIX I`-1 NECESSARY. `.I nP 100 E30TANICAL NAME COMMON'NAME POUNDS ACRE W ^ DIAMONn PIER A6ROPYRON TRACHYGA6'LJM BLENDER6 WHEATGRAS5 .5 a I-�•1 61-YGERIA STRIATA FOWL MANNA6RA55 0.5 •7 r - " I NOM.LMIAMETR.SALVANIZED PIPE DESHAMP5IA GAE5PIT05A TUFTED HAIR6RA55 3.5' h W GRAVEL TRAIL 3Q"LENGTH N 3 ' POA.PACUSTRIS '-..;y FOWL BLUEGRASS 0.25 NOT TO SCALE Ili ;ASROPYRON RIPARIUM "SODAR'5TREAMBANK WHEAT&RA 5.0. FU _ ., - I-JUNGU5 TENUIS* SLENDER RUSH 0.06 LU 'BASED ON'A DRILL-SEEDING RATEOF•15$I POUND5PL5(PURE LIVE SEEM)PER ACRE. _ ` RATES WILL BE DOUBLED FOR HAND BROADCAST SEEDING �- GROSS-SGTION THE_ C 1 ! `., G THE - I UNAVAILABLE OR 605T PRORHIBITAGVID W17H_ `THESE SPECIES CAN BE DELETED FTEN CUBIC, _ INCH"TUBELIN 5'",:IE SEED 5 DP-100 2X8 J015T,SPACED AT 30' - DIAMOND PIER O.G. CONNECT TO BEAM WITH 4X4XI0'EDGE GUARD;PLACE ON 28 J. XOIST - METAL JOIST HANGER TOP OF DECKING 4X4X8 BEAM .... 2X4X8'DEGKIN6 _ is U) PLAN Io NOTES:.. - .. . :..1. STRUCTURAL WOOD SHALL BE REDWOOD OR WE5TERNGEDAR. ONE SOURCE FOR 5EAM5 15 BIG - - - TIMBER WORKS IN 6ALLATIN GATEWAY: 406-765-4639.' \\\ 'N - / Q F+•I 2. DECKING SHALL BE EITHER CEDAR REDWOOD OR COMPOSITE MATERIALS(IF TREX) 5.ONE SOURCE FOR DIAMOND PIER 15 PIN FOUNDATIONS INC IN 6I0 HARBOR,WASHINGTON: GRAVEL TRAIL 253-858-8808 - 'AS PER CITY OF BOZEMAN STANDARDS ' COMPACT SUBGRADE T0- -V U) 45%PROCTOR!DEN51TY DP-100.. - - (n cl�'2"MINUS GRAVEL •I' NOM.DIAMETER GALVANIZED`PIPE DIAMOND PIER n FOR BOARDWALK, 30 LENGTH ^ ABUTMENT TRAIL !. - - H 1. ., tu ELEVA710N 1-7 SHEET FOOT BRIDGE 4 11-011. 0' L5