Loading...
HomeMy WebLinkAbout12- Water Renovations Project Contract Document, Johnston Excavating, INC. I (3r y e �f �I I' P w I lilt � 'i i Ili � rt 131 471 •• • r r, .q% `� *�,7• THE CITY OF BOZEMAN 20 E. OLIVE -P.O. BOX 1230 BOZEMAN, MONTANA 59771-1230 4r ENGINEERING (DEPARTMENT CO-11- PHONEr (406) 582-2280 • FAX: (406) 582-2263 2012 WATER RENIOVATIONS PROJECT CITY OF BOZEMAN BID OPENING: JULY 10,2012,2:00 P.M. ADDENDUM No. I JUNE 29,2012 TO: All Planholders of Record Please note the following modifications to the above referenced bid documents: Specification Section—BID FORM: Insert attached pages "3 —Addendum#1 thru. 8—Addendum#1"Bid Form replacement pages. Staple replacement pages to existing pages 3 thru 8. Specification Section—SPECIAL PROVISIONS: Special Provision 24,third paragraph, second sentence: Change"Installation of a backflow preventer and expansion tank is........to "Installation of a backflow preventer, expansion tank, and pressure reducing valve is........ Special Provision 41. CURB REMOVAL AND REPLACEMENT: Renumber to 42A. City..of Bozeman Modifications to Montana Public Works Standard Specifications Sixth Edition: Section 2.8,VALVES, A. Gate Valves: Revise to allow American Flow Control Series 2500 Ductile Iron Resilient Wedge Gate Valves in sizes 14" to 20". Specification Section— 00 100 MEASUREMENT AND PAYMENT: Items 3, 4, 5, 6, 102, 103, 104, 202, & 302: Delete 104 and add 40 and 220. Item 30. 114. 209, & 312. Revise to read: (Install expansion tank Hid, backflow preventer, and pressure reducing valve) Measurement will be by numerical count indicated where services are replaced into the house and there currently is not an expansion tank ef, backflow preventer, or pressure reducing valve. Payment shall include all materials, equipment, appurtenances, and labor to provide and install the expansion tank ffftd, backflow preventer, and pressure reducing valve, HOME OF MONTANA STATE UNIVERSITY GATEWAY TO YELLOWSTONE PARK Prebid Meeting Clarification The City will perform all main or service line hot taps at no cost to the Contractor. ACKNOWLEDGEMENT' Bidder shall acknowledge receipt and acceptance of this Addendum No. 1 on the Bid Fonn to validate their bid. Robert J. Murray Jr., P.E. City Project Engineer BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS forthe following unit prices or lump slims: 131D SCHEDULE :Base lEild 'South Buck Avenue Estimated. Total Estimated item Description Unit Unit Price Quantity Price I Taxes, Bonds, Insurance L.S. 1 2 Mobilization L.S. 1 3 4" Gate Valve wN.B. Each 1 4 12" Gate Valve wN.B. Each 2 5 14" Gate Valve w/V.B. Each 2 6 24" Butterfly Valve wN.B. Each 3 7 Connection to Existing Main Each 9 8 6"45 or I 1 V4deg MJ Bend Each 2 9 12" 22 '✓2 deg MJ Bend Each 2 10 8" x 6" MJ Tee Each I 11 12" MJ Tee Each 1 12 24"x 14" MJ Tee Each 1 13 24"x 8" Tapping Tee with Valve Each 1 14 24"x 6" Tapping Tee with Valve Each 1 15 24"x 12" MJ Cross Each 1 16 4"x 3"MJ Large End Bell Reducer Each 1 12"x 14" MJ Large End Bell 17 Reducer Each 1 18 12"x 18" MJ Large End Bell Each 1 Reducer 19 16"x 14" MJ Reducer Each 1 20 24"x 16" Plain End Reducer Each 1 21 6" CL 51 D.I.P. L.F. 30 22 8" CL 51 D.I.P. L.F. 23 12" CL 51 D.I.P. L.F. 25 24 1.4" CL 250 D.I.P. L.F. 57 25 18" CL 250 D.I.P. L.F. 3 26 24" CL 25 D.I.P. L.F. 56 Service Reconnection Win trench 27 limits 2"diameter and smaller Each 3 Service Reconnection outside of 28 trench limits 2"diameter and smaller L.F. 276 Service Reconnection outside of 29 trench limits 4" diameter and larger L"F' 84 Install Expansion Tank, Backflow 30 Preventer and PRV Each 1 3 - Addendum ##1 BID FORM Connection inside House From. 31 Meter to Existing Line Hr. 4 32 Fire Hydrant 6 ',✓7' Bury Each 1 33 Traffic Control L.S. 1 34 Temporary Water System L.S. l 35 Gravel Street Restoration L.F. 185 36 Asphalt Surface restoration L.F. 240 37 Curb Box.Nalve Box Removal Each 3 38 Quality Assurance Testing L.S. I 39 Miscellaneous Work Each $1.00 10,000 $10,000.00 40 18" Butterfly Valve wN.B. Each I TOTAL BASE BIB $ (TOTAL BASE BID- WRITTEN WORDS) Additive Alternate No. 1: Peach Street Estimated Total Estimated Item Description Unit Unit Price Quantity Price 101 Connection to Existing Main Each 5 IO2 6" MJ Gate Valve w/V.B. Each 2 103 8"MJ Gate Value w/V.B. Each 1 +04 " 4- 105 8"x 6" MJ Increaser Each 2 1.06 8"x 6" MJ Tee Each 1 107 8" MJ Cross Each I 108 8" 11 '/4 deg MJ Bend Each 2 109 8"45 deg MJ Bend Each 4 110 6" ,15.-...or 11 '/4 deg MJ Bend Each 2 Ill 8" CL 51 D.I.P. L.F. 465 Service reconnection w/in trench 112 limits 2" diameter and smaller Each 4 Service reconnection outside trench 113 limits 2" diameter and smaller L.F. 50 Install Expansion 'Tank, Backflow 114 Preventer and PRV Each 1 115 Fire Hydrant 6.5' bua. Each 1 116 Insulation L.F. 260 117 Traffic Control L.S. I 118 Locate & Repair Sewer Service Each 2 119 Temporary Water System L.S. 1 120 Jack and Bore L.S. 1 121 Oualitv Assurance Testing L.S. 1 4 - Addendum #1 BID FORM 122 1 Asphalt Restoration L.F. 440 TOTAL ADDITIVE ALTERNATE NO. 1 $ (TOTAL ADDITIVE ALTERNATE NO. I - WRITTEN WORDS) Additive Alternate No. 2: East Aspen Street and North Church Avenue Estimated Total Estimated Item Description Unit Unit Price Quantity Price 201 Connection to Existing Main Each 2 202 8" MJ Gate Valve wN.B. Each 2 203 8"x 6"MJ Increaser Each 1 204 8"x 6" MJ Tee Each 1 205 16"x 8"MJ Tee Each 1 206 8" CL 51 D.I.P. L.F. 515 Service reconnection wlin trench 207 limits 2" diameter and smaller Each 4 Service reconnection outside trench 208 limits 2" diameter and smaller L.F. 295 Install Expansion Tank, Back low 209 Preventer and PRV Each 1 Connection inside House From 210 Meter to Existing Line Hr' 4 211 2"Blowoff Assembly Each 2 212 Fire Hydrant 6.5' bury Each 1 213 Insulation L.F. 310 214 Traffic Control L.S. 1 215 Temporary Water System L.S. I 216 Locate &Repair Sewer Senlice Each 2 217 Quality Assurance Testing L.S. 1 218 Asphalt Restoration L.F. 40 219 Gravel Street Restoration L.F. 490 220 16" MJ Gate Valve w/V.B. Each I TOTAL ADDITIVE ALTERNATE NO. 2 $ (TOTAL ADDITIVE ALTERNATE NO. 2 - WRITTEN WORDS) Additive Alternate No. 3: Bryant Street and Gold Avenue Estimated Total�Estimaated Item. Description Unit Unit Price Quantity 301 Connection to Existing Main Each 3 5 -- Addendum ##1 ETD FORM 302 8"MJ Crate Valve wN.B. Each 3 303 8"x 6"MJ Increaser Each I 304 12"x 8" MJ Increaser Each 1 305 8"x 6" MJ Tee Each 2 306 8" MJ Tee Each I 307 12"x 8" MJ Tee Each 1 308 6"45 or l I 1/4 deg MJ Bend Each 2 309 8" CL 51 D11. L.F. 1075 Service reconnection Win trench 310 limits 2" diameter and smaller Each 7 311 Service reconnection outside trench L.F. 295 limits 2" diameter and smaller Install Expansion Tank, Backflow 312 Preventer and PRV Each 1 313 hire Hydrant 7.0' bury Each 1 314 Fire Hydrant 7.5' buKy Each I 315 Insulation L.F. 110 316 Traffic Control L.S. 1 317 Temporary Water System L.S. 1 318 Curb Box/Valve.Box Removal Each 2 319 Locate & Repair Sewer Service Each 2 320 Quality Assurance Testing L.S. 1 321 Asphalt Restoration L.F. 1080 TOTAL ADDITIVE ALTERNATE NO. 3 (TO'T'AL ADDITIVE ALTERNATE NO. 3 - WRITTEN WORDS) BID SUMMARY Base Bid: South Black Avenue Additive Alternate No. 1: Peach Street Additive Alternate No.2: East Aspen Street & North Church Avenue S Additive Alternate No.3: Bond Street and Gold Avenue TOTAL BID PRICE =BASE BID +ADD ALT NO 1,2, & 3 $ (TOTAL BID PRICE =BASE BID + ADD ALT NO 1, 2, & 3—WRITTEN WORDS) 6 - Addendum #1 BID FORM BASIS OF AWARD If the contract it awarded,the Owner will award a single Contract in accordance with the Instructions to Bidders. The Owner reserves the right to acceptor reject the Bids,or portions of the Bids denoted as separate schedules or alternates. The award will be made by the Owner on the basis of that Bid from the lowest responsive, responsible Bidder which, in the Owner's sole and absolute judgment,will best serve the interest of the Owner. The low bidder will be determined on the basis of the lowest Base Bid, or Base Bid and one or more of the Additive Alternates in any combination in the best interest of the Owner. The undersigned Bidder acknowledged receipt of the following Addenda,which have been considered in preparation of this Bid: No. Dated No. Dated No. Dated No. Dated Submitted this _day of 2012. SIGNATURE OF BIDDER: Montana Contractor Registration Number Contractor Fuel Permit Number If an individual: doing business as If a Partnership: by partner If a Corporation: (a) by (Seal & Title Attest) 7 — Addendum #1 BID FORM Business Address of Bidder: If Bidder is a joint venture, other party must sign below: Montana License Number and Class If an Individual: doing business as If a Partnership: by Partner If a Corporation: (a) Corporation by (Seal & Title Attest) 8 - Addendum #1 B TD FORM BIDDER'S CHECKLIST Please utilize the following Bidder's Checklist before submitting your bid, —1) Original Bid Bond Enclosed? (Personal checks, business checks, and faxed copies are not acceptable.) —2) Bid Proposal: a. Arithmetic Checked? b. Unit Bid amounts agree with math calulations? C. All Addenda acknowledged on proposal sheet and cover? d._Signature portion completely filled out? e. Bid Proposal intact in Contract Documents DO NOT REMOVE! f Non-Descrimi nation Affirmation form completed and signed? g. Contractor Special Fuel Permit Number —3) Bid Envelope: a. Addressed properly? (See Article 1 –Bids, Instructions to Bidders) b. Contains the Contract Documents and Specifications booklet? c. Acknowledged Receipt of Addenda? d. Sealed? Bid Submitted prior to required time at specified location? Be sure to seal your bid. Include project name, bid date/time, contractor name, contractor registration number, contractor fuel permit number, and acknowledgement of all addenda (by number) on the outside of the bid envelope.. Leave all sheets intact in the Contract Documents and Specifications booklet. Return the complete Contract Documents and Specifications booklet. ALL BID DOCUMENTS AND BONDS MUST BE ORIGINALS. NO FAXED COPIES WILL BE ACCEPTED. CITY OF BOZEMAN, MONTANA 2012 WATER RENOVATIONS PROJECT JUNE, 2012 TABLE OF CONTENTS CONTRACT DOCUMENTS Invitation to Bid Instructions to Bidders Bid Form Bid Bond Non-Discrimination Affirmation Form Agreement Form Payment and Perfon-nance Bonds Standard General Conditions of the Construction Contact Supplementary Conditions Montana Prevailing Wage Rates Standard Forms CONSTRUCTION SPECIFICATIONS Special Provisions Measurement and Payment APPENIX A Standard Drawings CITY OF BOZEMAN, MONTANA CALL FOR BIDS NOTICE IS HEREBY GIVEN that the City of Bozeman, Montana, is accepting sealed bids for: 2012 Water Renovations Project Separate sealed bids for construction of City of Bozeman 2012 Water Renovations Project will be received by the City Clerk at the office of City Hall, 121 North Rouse Ave., P.O. Box 1230, Bozeman, Montana 59771-1230 until 2:00 p.m., local time, July 10, 2012 and then publicly opened and read aloud. Please write the name of the project on the front of the sealed bid. The physical address is: City Clerk's Office, Suite 102, City Hall, 121 No. Rouse Avenue, Bozeman, Montana. The mailing address is: City Clerk's Office, Suite 102, City Hall, P.O. Box 1230, Bozeman, Montana 59771. Bids must be received before 2 p.m. Tuesday, July 10, 2012. Original copies must be submitted- no faxed or electronic bids will be accepted, Bids will be opened and read following the close of bids. The work includes a base bid and 3 additive alternates. The base bid generally involves replacement of existing mains, valves, fittings and appurtenances in the intersections of Black/College, Black/Garfield, Black/Tracy, Black/Black Cul-de-sac, and installation of approximately 140 lineal feet of new main in Harrision Avenue. The intersection work involves mains ranging in size from 6" to 24". Service reinstatement is also included in the base bid. Alternate one involves replacement of existing mains with the installation of approximately 465 LF of 8" ductile iron water main and appurtenances on Peach Street. Alternate two involves replacement of existing mains with the installation of approximately 515 LF of 8" ductile iron water main and appurtenances on East Aspen Street and North Church Avenue, Alternate three involves replacement of existing mains with the installation of approximately 1076 LF of 8" ductile iron water main and appurtenances on Bryant Street and Gold Avenue. The Contract Documents may be examined or obtained at the office of the City of Bozeman Engineering Department, 20 East Olive Street, Bozeman, Montana 59771- 1230, 406-582-2280, in accordance with the Instruction to Bidders. Required deposit is $50.00 per set, which is not refundable. Section 00100 INVITATION TO BID Page I of 3 There will be a Pre-Bid Conference at the office of the City of Bozeman Engineering Department at 10-00 a.m. on June 28, 2012. Interested CONTRACTORS are encouraged to attend. CONTRACTOR and any of the CONTRACTOR'S subcontractors doing work on this project 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 is 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. All laborers and mechanics employed by CONTRACTOR or subcontractors in performance of the construction work shall be paid wages at rates as may be required by the laws of Gallatin County and the state of Montana. Discrimination in the performance of any contract awarded under this invitation on the basis of race, color, religion, creed, sex, age, marital status, national origin, or actual or perceived sexual orientation, gender identity or disability is prohibited. This prohibition shall apply to the hiring and treatment of the awarded entity's employees and to all subcontracts. Every entity submitting under this invitation must sign and return the required affirmation. Every person or entity holding a special fuel permit issued pursuant to Title 15, chapter 70, part 3, MCA, from the State of Montana who submits a bid under this project shall list that person's or entity's fuel user's permit number in the bid form and on the face of the envelope. A bid without the permit number may not be accepted. Each bid or proposal must be accompanied by a Certified Check, Cashier's Check, or Bid Bond payable to the City of Bozeman, Montana, in an amount not less than ten percent (10%) of the total amount of the bid. Successful BIDDERS, shall furnish an approved Performance Bond and a 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 scheduled time for the public opening of bids, which is at 2:00 p.m, local time, July 10, 2012. 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 the OWNER. The Contractor is required to be an Equal Opportunity Employer. DATED at Bozeman, Montana, this 17th day of June, 2012, Section 00100 INVITATION TO BID Page 2 of 3 Stacy Ulmen, CIVIC City Clerk, City of Bozeman Published Bozeman, Montana, June 17, 2012 July 1, 2012 Section 00 100 INVITATION TO BID Page 3 of 3 INSTRUCTIONS TO BIDDERS BIDS All Bids must be made on the forms provided in this bound copy of the Contract Documents, All Bids must be legibly written in ink,with all prices given in figures and total bid amount given in words and figures. No alterations by erasures or inteylineations will be permitted in Bids or in the printed forms. Each Bid shall be enclosed in a scaled envelope addressed to the Clerk of the Commission,City Hall, 121 North Rouse Ave.,P.O.Box 1230,Bozeman,Montana 59771-1230, and endorsed on the outside of the envelope with the words: CITY OF BOZEMAN 2012 WATER RENOVATIONS PROJECT. 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, BID GUARANTEE No Bids will be considered unless accompanied by a Bid guarantee,in the amount stipulated in the Invitation To Bid,made unconditionally payable to the Owner,which may be either a Cashier's Check or a Certified Check drawn on an acceptable bank. A Bidder's Bond issued by a surety company authorized to do business in the State of Montana will also be acceptable. SIGNATURE OF BIDDERS Each Bid must be signed in ink by the Bidder with his full name and with his business address or place of residence. In case of a firm or partnership, the name and residence of each member must be inserted. In case the Bid is submitted by,or on behalf of,a corporation,it must be signed in the name of such corporation by an official who is authorized to bind the corporation,and who shall also affix the corporate seal of such corporation. The Bid of a corporation which is signed by a person other than a corporate officer must be accompanied by a Power of Attorney showing that person's authority. ONLY ONE PROPOSAL No Bidder may submit more than one Bid. Two Bids under different names will not be received from one firm or association. RESPONSIBILITIES OF AGENT Any person signing a Bid as the agent of another, or of others,may be required to submit satisfactory evidence of this authority to do so. The title of the person(s)executing the Bid or Agreement shall be clearly indicated beneath his signature. QUALIFICATIONS OF BIDDERS Bidders may be required to submit satisfactory evidence that they have a practical knowledge of the particular work bid upon, and that they have the necessary financial resources to complete the proposed work. In determining the lowest responsible bid, the following elements will be considered: whether the Bidder involved(a)maintains a permanent place of business;(b)has adequate plant and equipment to do the work properly and expeditiously; (c) has a suitable financial status to meet obligations incident to INSTRUCTIONS TO BIDDERS the work; and (d) has appropriate technical experience. 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 his contract, The Bidder shall demonstrate his ability by meeting all requirements herein stipulated,if asked for them. CONTRACT DOCUMENTS It is intended that the Montana Public Works Standard Specification,6"' Edition(MPWSS),shall be used to govern the contractual and performance aspects of this project,and is hereby incorporated as part of these CONTRACT DOCUMENTS, as modified by the City of Bozeman Modifications to Montana Public Works Standard Specifications 6"'Edition(COB MODS),dated March 31, 2011, including all addenda which is also hereby incorporated as part of these contract documents, and as further modified herein by the City of Bozeman. All standard forms of MPWSS shall be utilized in executing these CONTRACT DOCUMENTS unless otherwise noted or revised in the bound bid document. Selected sections of the MPWSS have been reprinted in this document to provide a clear definition of the project and detail modifications to the MPWSS made by the City of Bozeman, in order to assist the Contractor in preparation of his Bids. The complete CONTRACT DOCUMENTS which comprise this entire document, and are made a part hereof, consist of the following: Invitation to Bid............................ Bound Herein Instructions to Bidders.................. Bound Herein Bid Form...................................... Bound Herein Bid Bond...................................... Bound Herein Agreement Form...........................Bound Herein Payment Bond..............................MPWSS/Bound Herein Performance Bond........................MPWSS/Bound Herein Standard General Conditions........MPWSS/Bound Herein Supplementary Conditions............MPWSS/Bound Herein Miscellaneous Forms Notice of Award..................Bound Herein Notice To Proceed............. MPWSS/Bound Herein Field Order...................MPWSS/Bound Herein Change Order.....................MPWSS/Bound Herein Work Directive Change.......MPWSS/Bound Herein Application For Payment (Guidance Only)............... Bound Herein Certificate of Substantial Completion........................MP W S S Order to Contractor to Suspend Work...............Bound Herein 2 INSTRUCTIONS TO BIDDERS Order to Contractor to Suspend Work...............Bound. Herein Order to Contractor to Resume Work,.. ...........Bound Herein Contractors Certificate And Release ..............MPWSS Lien Waiver for Prime Contractor ...............MPWSS Lien Waiver for Subcontractor/Supplier...MPWSS Wage Rates...................................Bound Herein Special Provisions..........................Bound Herein Technical Specification........... .......MPWSS, COB MODS, & Bound Herein Appendix A—Standard Drawings...........Bound Herein Plan Set EXAMINATION OF CONTRACT DOCUMENTS AND SITE Before submitting a bid, each Bidder must (a) examine the Contract Documents thoroughly (b) visit the site to familiarize himself with location conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances,rules and regulations that may in any manner affect cost,progress or performance of the Work; and(d) study and carefully correlate Bidder's observations with the Contract Documents. Any Bidder may,upon request,examine those reports of investigations and tests of subsurface and latent physical conditions at the site (if any) which have been relied upon in preparing the drawings and specifications. These reports are not guaranteed as to accuracy or completeness,nor are they part of the Contract Documents. Before submitting his Bid each Bidder will, at his own expense, make such additional investigations and tests as the Bidder may deem necessary to determine his Bid for performance of the Work in accordance with the time, price and other terms and conditions of the Contract Documents. On request, Owner will provide each Bidder access to the site to conduct such investigations and tests as each Bidder deems necessary for submission of his Bid. Any administrative requirements and associated costs of such investigations are the responsibility of the Bidder. The lands upon which the Work is to be performed, rights-of-way for access thereto and other lands designated for use by Contractor in performing the Work are identified in the specifications or on the drawings. The submission of a Bid will constitute an incontrovertible representation by the Bidder that he has complied with every requirement of this section and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of al I terms and conditions for performance of the work. 3 INSTRUCTIONS TO BIDDERS Where logs of test borings are included in the contract plans, it is agreed that such logs do not constitute a part of the contract and are included only :for the convenience of the bidder or Contractor and do not relieve him of his duties under this section or of any other responsibility under the contract. No information derived from any inspection of records of investigation or compilation thereof made by the Owner will in any way relieve the bidder or Contractor from properly performing his obligations under the contract. UNDERGROUND UTILITIES The location of underground utilities as shown on the drawings is approximate and the Owner assumes no responsibility for determining the exact location. The Contractor shall note the reference to utility lines and service lines for various utilities as noted on the drawings and that the approximate location may or may not be given. The Contractor shall make written inquiry of the related utility agency to determine the location of underground utilities in the project area. INTERPRETATION OF CONTRACT DOCUMENTS If any person contemplating submitting a Bid for the proposed contract is in doubt as to the true meaning of any part of the specifications, or other proposed Contract Documents, he may submit to the Owner a written request for an interpretation thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation of the proposed documents will be made only by an addendum duly issued and a copy of any such addendum will be mailed or delivered to each person receiving a set of such documents, TIME OF COMPLETION 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. The number of days within which, or the dates by which,the Work is to be Substantially Completed are set forth in the Bid Form and the Agreement Form. LIQUIDATED DAMAGES Provisions for liquidated damages are set forth in the Agreement Form. ADDENDA 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. Any Bid in which all issued addenda are not acknowledged will be considered incomplete and will not be read. PROPOSAL The bidder shall submit his proposal on the forms bound in these Contract Documents. Neither the proposal nor any other pages bound herein or attached hereto shall be detached. Proposals shall be in a sealed envelope and addressed to, City Clerk City Hall 121 North Rouse Ave. P.O. Box 1230 Bozeman, MT 59771-1230 4 INSTRUCTIONS TO BIDDERS The envelope shall also contain the following information: Name of Project: CITY OF BOZEMAN 2012 WATER RENOVATIONS PROJECT. Name of Contractor: Montana Certificate of Contractor Registration No. Montana Special Fuel Permit No. Acknowledge Receipt of Addendum.No.:-, , In the lower left hand comer of the envelope print or type: BID DOCUMENTS - DO NOT OPEN UNTIL 2:00 P.M. July 10, 2012. Proposals shall be made in accordance with the following instructions: A. Submit one copy of the complete bound document in an opaque sealed envelope. DO NOT REMOVE THE PROPOSAL OR ANY OTHER PAGES FROM THE BOUND CONTRACT DOCUMENT. B. Bids shall be made in ink upon the unaltered Bid Proposal Form supplied with these documents. C. All blank spaces must be properly filled, D. The total bid price must be stated in both writing and in figures. In case of a discrepancy between unit price and total bid price,the unit prices or lump sum prices shall be used in computing the total bid price. E. The proposal form shall contain no additions,conditions,stipulations,erasures,or other irregularities. E The proposal must acknowledge receipt of all addenda issued. G. The proposal must be signed in ink and display the bidder's name, address, and current Montana Contractor's License Number. H. The proposal must include a completed and signed Non-discrimination affirmation form. SIGNING OF BIDS Bids which are not signed by individuals making them shall have attached thereto a power of attorney evidencing authority to sign the bid in the name of the person for whom it is signed. 5 INSTRUCTIONS TO BIDDERS Bids which are signed for a co-partnership shall be signed by all of the co-partners or by an attorney-in- fact. If signed by an attorney-in-fact, there shall be attached to the bid a power of attorney evidencing authority to sign the bid. Bids which are signed for a corporation shall have the correct corporate name thereof signed in handwriting or in typewriting and the signature of the president or other authorized officer of the corporation shall be manually written below the written or typewritten corporate name following the work: By: Corporate Seal Title: If bids are signed for any other legal entity, the authority of the person signing for such legal entity should be attached to the bid. TELEGRAPHIC MODIFICATION Any bidder may modify his bid by telegraphic communication at any time prior to the scheduled closing time for receipt of bids. The telegraphic communication shall not reveal the bid price, but shall only provide the addition or subtraction from the original proposal. Telegraphic proposal modifications must be verified by letter. This written confirmation shall be received no later than three working days following the bid opening or no consideration will be given to the telegraphic modification. BID REQUIREMENTS The bidder is expected to base his bid on materials and equipment complying fully with the plans and specifications and, in the event he names in his bid materials or equipment which do not conform, he will be responsible for furnishing materials and equipment which fully conform at no charge in his bid price. Before submitting a proposal,each Contractor should read the complete Contract Documents(including all addenda), specifications and plans, including all related documents containing herein, all of which contain provisions applicable not only to the successful bidder, but also to his subcontractors. BID QUANTITIES Bidders must satisfy themselves by personal examination of the locations of the proposed work and by such other means as they may prefer as to the correctness of any quantities. The estimated unit quantities of the various classes of work to be done under this contract are 6 INSTRUCTIONS TO BIDDERS approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing the proposals offered for the work. The Contractor agrees that, during progress of the work, the Owner may find it advisable to omit portions of the work,to increase or decrease the quantities as may be deemed necessary or desirable, that the actual amount of work to be done and materials to be furnished may differ from the estimated quantities, and that the basis for payment under this contract shall be the actual amount of work done and the materials furnished. The Contractor agrees that he will make no claim for damages, anticipated profits or otherwise on account of any difference which may be found between quantities of work actually done and the estimated quantities. WITHDRAWAL OF BID No Bidder may withdraw his Bid after the date and hour set for the opening declared herein. A Bidder may withdraw his proposal by a written request of the Bidder at any time prior to the expiration of the period during which Bid may be submitted,which request must be signed in the same manner and by the same person or persons who signed the Bid. ACCEPTANCE AND REJECTION OF THE BIDS 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. The Owner reserves the right to waive irregularities in any Bid submitted,or reject nonconforming,non-responsive or conditional Bids and to correct arithmetical errors in the Bid prior to comparison. SUBCONTRACTORS Within seven days after Bids are opened,the apparent low Bidder,and any other Bidder so requested, shall submit a list of all Subcontractors he expects to use in the work. An experience statement with pertinent information as to similar projects and other evidence of qualification shall be furnished for each named subcontractor, if requested by the Owner. If the Owner or Engineer after due investigation has reasonable objection to any proposed Subcontractor,they may, before giving the Notice of Award,request the apparent low Bidder to submit an acceptable substitute. If the substitution results in an increase in the Bid, a corresponding adjustment will be made in the contract price. If the apparent low Bidder declines to make any such substitution,the contract may not be awarded to such Bidder,but Bidder's refusal to substitution will not constitute grounds for forfeiture of Bid Security. Any subcontractor so listed and to whom Owner or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to the Owner and Engineer. Contractor shall not be required to employ any subcontractor against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by Owner prior to the Notice of Award will be required in the performance of the work. AWARD OF CONTRACT OWNER reserves the right to reject any or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. OWNER further reserves 7 INSTRUCTIONS TO BIDDERS the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to be non-responsible. OWNER may also reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder,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. The OWNER also reserves the right to waive all informalities not involving price,time,or changes in the Work and to negotiate contract terms with the Successful Bidder. In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements, and such alternatives,unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 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, or other individuals or entities must be submitted as provided in the Supplementary Conditions. OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to perform the Work in accordance with the Contract Documents. If the Contract is to be awarded, OWNER will award the Contract to the Bidder whose Bid is in the best interests of the Project. Consideration factors will include conformance with all material terms and conditions of the Contract Documents, Bid price, and other appropriate factors. 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. The OWNER reserves the right to cancel the award of any contract at any time before the complete execution of said Agreement by all parties without any liability against the OWNER. If,at any 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. CANCELLATION OF AWARD The Owner reserves the right to cancel the award of any contract at any time before the complete execution of the Agreement by all parties without any liability against the Owner. RETURN OF BID GUARANTEE All Bid guarantees,except those of the three lowest Bidders,will be returned immediately following the opening and checking of the Bids. The Bid guarantees of the unsuccessful of the three lowest Bidders will be returned within ten(1 0)days following the award of the contract. The Bid guarantee of the Bidder to whom the contract is awarded will be returned when said Bidder has executed an Agreement and filed satisfactory Performance and Payment Bonds as hereinafter stipulated. 8 INSTRUCTIONS TO BIDDERS PERFORMANCE AND PAYMENT BONDS The Contractor to whom the contract is awarded will be required to furnish a Performance Bond and a Payment Bond in favor of the Owner each in an amount equal to one-hundred percent (100%) of the Agreement amount. The Bonds shall be executed on the forms bound herein, signed by a surety company authorized to do business in the State of Montana, and acceptable as a surety to the Owner and countersigned by a Montana Resident Agent. With the Bonds,there shall be filed with the Owner one copy of Power of Attorney certified to include the date of the Bond. EXECUTION AND APPROVAL OF AGREEMENT The Agreement shall be signed by the successful Bidder and returned, together with the contract Bonds, within the time shown on the Bid. If the Agreement is not executed by the Owner within fifteen (15) days following receipt from the Bidder of the signed Agreements and Bonds,the Bidder shall have the right to withdraw his Bid without penalty. No Agreement shall be considered as effective until it has been fully executed by all of the parties thereto. FAILURE TO EXECUTE AGREEMENT Failure to execute the Agreement and furnish a Performance Bond and Payment Bond shall be just cause for annulment of the award. In the event of such annulment of the award, the Bid guarantee shall be forfeited to the Owner, not as a penalty but as liquidation of damages sustained. Award may then be made to the next lowest responsible and qualified Bidder,orthe work may be re-advertised as the Owner may decide. BOUND COPY OF CONTRACT DOCUMENTS None of the Instructions to Bidders,Bid Form,Bond forms,Agreement,contract stipulations,or other specifications shall be removed from the bound copy of Contract Documents prior to submission of Bid. PAYMENTS 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. Notice of Extended Payment.Provision: This contract allows the owner to make payment within 21 days after approval of the payments.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. PREVAILING WAGE RATES On all projects and contracts with the Owner, Contractor and all subcontractors shall pay for all labor employed the standard prevailing rate of wages. The standard prevailing rate of wages as used herein means that standard prevailing rate of wages in the locality where the work is to be performed as determined by the Montana Commissioner of Labor pursuant to MCA 18- 2-402 and as bound herein. The Contractor and subcontractors are directed to the Montana 9 INSTRUCTIONS TO BIDDERS Commissioner of Labor for inforination on the standard prevailing rate of wages applicable to this contract within this area, POSTING Contractor shall post in a prominent and accessible place on the site of the work a legible statement of all wages to be paid to the employees. LOCAL LABOR Contractor shall give preference to the employment of Montana residents in accordance with applicable portions of Title 18, Chapter 2, Part 4, MCA. MONTANA CONTRACTOR REGISTRATION REQUIREMENTS Contractor and any of the contractor's subcontractors doing work on this project will be required to obtain registration with the Montana Department of Labor and Industry (DLI). Information pertaining to the Montana Contractor Registration requirements may be obtained from the Montana State Department of Revenue, Helena, Montana. (1-80,04556-6694) ADDITIONAL CONTRACTOR LICENSE FEE(MONTANA CONTRACTORS GROSS RECEIPTS TAX) In accordance with Title 15, Chapter 50, MCA, the Owner shall withhold, in addition to other amounts withheld as provided by law or specified herein, I percent (1%) of all payments due the Contractor and shall transmit such moneys to the Montana Department of Revenue. BIDDER PREFERENCE In accordance with the provisions of Title 18, Chapter 1, Part 1, MCA, a preference of three percent(3%)will be given to the lowest responsible Bidder who is a resident of the State of Montana over a nonresident Bidder. This preference applied uD1 ess specifically prohibited by Federal laws or regulations. Products manufactured or produced in the State of Montana shall be preferred for use in all projects if such products are comparable in price and quality. Further,wherever possible, products manufactured and produced in the State which are suitable substitutes for products manufactured or produced outside the State and comparable in price, quality and performance shall be preferred for use in this project. Preference regarding these products shall be in accordance with the laws of the State of Montana. SPECIAL FUEL USER'S PERMIT (7-5-4316, MCA). Every person or entity holding a special fuel permit issued pursuant to Title 15,chapter 70,part 3,MCA, from the State of Montana who submits a bid under this project shall list that person's or entity's fuel user's permit number in the bid form and on the face of the envelope. A bid without the permit number may not be accepted. 10 INSTRUCTIONS TO BIDDERS NOTICE OF AWARD Dated: TO: Johnston Excavating, Inc. ADDRESS: 805 Blackmore Place PROJECT: Bozeman, MT 59715 CONTRACT FOR: 2012 Water Renovations Project, Base Bid and Additive Alternate No. 1,2,&3 You are notified that your Bid opened on July 10,2012, for the above Contract has been considered. You are the apparent Successful Bidder and have been awarded a Contract for the:2012 Water Renovations Project, Base Bid and Additive Alternate No. 1,2,&3. The Contract Price of your Contract is: Four Hundred Seventy One Thousand Two Hundred Thirty Two Dollars($471,232.00). Five(5)copies of each of the proposed Contract Documents(except Drawings)accompany this Notice of Award. Three (3)sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen(15)days of the date of this Notice of Award, that is, by 1. You must deliver to the OWNER Five (5) fully executed counter-parts of the Agreement including all the Contract Documents and Drawings, 2. You must deliver with the executed Agreement the Contract Security(Bonds)as specified in the Instruction to Bidders(Article 20),and the General Conditions (paragraph 5,01). 3. List other conditions precedent: You must deliver with the executed Agreement the Certificates of Insurance as specified in the General Conditions(Article 5)and Supplementary Conditions(paragraphs SC-5.04 and SC-5,06). Failure to comply with these conditions within the time specified will entitle OWNED to consider your Bid abandoned,to annul this Notice of Award,and to declare your Bid Security forfeited. Within ten(10)days after you comply with these conditions,OWNER will return to you two fully signed counterpart of the Agreement with the Contract Documents attached, CITY OF BOZEMAN, MONTANA ATTEST- OZ ry 4N BY: BY: (CITY MANAGER) TV �R .% DATE: BID FORM 2012 WATER RENOVATIONS PROJECT CITY OF BOZEMAN BOZEMAN, MONTANA 59771 TO: City Clerk P.O. Box 1230 Bozeman, Montana 59771-1230 THE UNDERSIGNED BIDDER,having familiarized himself with the Work required by the Contract Documents, the site(s) where the work is to be performed, local labor conditions and all laws, regulations,municipal ordinances and other factors which may affect the performance of the Work,and having satisfied himself of the expense and difficulties attending performance of the work: HEREBY PROPOSES and agrees, if this bid is accepted, to enter into an Agreement, in the form attached, to perform all work for the construction of 2012 WATER RENOVATIONS PROJECT, including the assurription of all obligations, duties, and responsibilities necessary for the successful completion of the contract and the furnishing of all materials and equipment required to be incorporated in, and form a permanent part of,the work; tools, equipment, supplies,transportation, facilities, labor, superintendence, and services required to perform the Work; Bonds, Insurance and Submittals; all as indicated or specified in the Contract Documents to be performed or furnished by Contractor within the time and for the prices set forth in the following schedules. The undersigned bidder agrees to be bound by this Bid for a period not to exceed that specified in the Invitation to Bid. The undersigned Bidder agrees to furnish the required Bonds and to enter into a contract within fifteen (15) calendar days after Owner's acceptance of this Bid,and further agrees to complete all Work within the time specified per schedule after commencement of the contract time as defined in the General Conditions, The allowed contract time is 90 calendar days. Where multiple schedules are awarded under a single Contract,the contract times shall run concurrently unless separate notices to proceed are issued for the awarded schedules. Liquidated Damages shall be as specified in Article 2.2 of the Agreement Form. The undersigned Bidder agrees that the unit prices shall govern in checking the Bid, and should a discrepancy exist in the total prices and total amount of Bid as listed above,after extensions are checked and corrections made, if any, the total amount of the Bid as corrected shall be used in awarding the contract. BID FORM The undersigned Bidder agrees that he has been afforded access to the construction site and has performed those independent site investigations as he deemed necessary. The undersigned Bidder hereby certifies the following: A) That this Bid is genuine and is not made in the interest of, or on 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; Q That he has not solicited or induced any person, firm, or corporation to refrain from bidding; D) That he has not sought by collusion to obtain for himself any advantage over any other Bidder or over the Owner. E) That he is not currently operating beyond the contract time on any previously awarded public works contract as defined and required by Article 15-50-203, MCA, as amended. The undersigned Bidder(s) either singularly or as a joint venture hereby certifies (certify) pursuant to Article 37-71-203, MCA, that he (they) is (are) duly and regularly licensed, 2 BID PORM BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the fallowing unit prices or lump sums: BID SCHEDULE Base Bid: South Black Avenue Estimated Total Estimated Item Descri tion Unit Unit Price uant Price 1 Tares, Bonds, Insurance L.S. 2 Mobilization L.S. 32 cx�- ° 1 , 3 1 4" Cate Valve wN.B. Each 104,, 1 4 12" Gate Valve wN.B. Each Zf-©oef 2 f 5 14" Gate Valve wN.B. Each 55,x 2 1�,60,n , 6 24"Butterfly Valve wN.B. Each L °`" 3 ?9,-7-50 7 Connection to Existing Main Each ZZ5& 9 , 2E7 ' 8 6"45 or 11 1 deg MJ Bend Each 2 9 12"22 1/2 deg MJ Bend Each ;5,5c,4-- 2 10 8"x 6"MJ Tee Each . 4°" 1 5 11 12"MJ Tee Each f 3e=f 1 B 12 24"x 14"MJ Tee Each SO- 1 f 13 24"x 8"Ta pping Tee with Valve Each °-° 1 Zq- ° 14 24"x 6"Ta ging Tee with Valve Each 210or I 15 24"x 12" MJ Gross Each 16 4"x 3"MJ Lar e End Bell Reducer Each Pe) ?` 1 rya 12"x 14"MJ Large End Bell 17 Reducer Each &e 12"x 18"MJ Large End Bell 18 Reducer Each 19 16"x 14"MJ Reducer Each —7.00! 1 20 24"x 16"Plain End Reducer Each 1 p° 1 /goo E 21 6" CL 51 D.LP. L.F. 89°" 30 Z&7'0-!f 22 8" CL 51 D.I.P. L.F. r):5 e 140 1,6,o 23 12"CL 51 D.I.P. L.F. 116"r- 25 2,9eo!f 24 14"CL 250 D.I.P. L.F. tl& 57 � 25 18"CL 250 D.I.P. L.F. ga5�2" 3 26 24"CL 25 D.I.P. L.F. 1(,4°" 56 Service Reconnection wlin trench 27 limits 2°'diameter and smaller Each ° ' 3 Eno c, + 28 Service Reconnection outside of L.F. ,a trench limits 2"diameter and smaller 276 , 29 trench limits 4" ditarnetertand lar er L.F. ` e3 84 35 ° Install Expansion Tank, Backflow 30 Preventer and.PRV Each 3 - Addendum #1 BID FORM Connection inside House From 31 Meter to Existing Line boo"=' ! ' 32 Fire Hydrant 6 'h' Bury Each 457<,v"._"" 1 466a�E f 33 Traffic Control L.S. `"" 1 Z.101GO°5' 34 Tem or "Water System L.S. FS' I 35 Gravel. Street Restoration L.F. 4-!LO 185 7 �° 36 As halt Surface Restoration L.F. 2� 240 5 + ' 37 Curb Box/Valve Box Removal Each 3 38 Qu ali Assurance Testing L.S. 2c20°` 1 20 c,°" 39 Miscellaneous Work Each $1.00 10,000 $10,000.00 40 18"Butterfl Valve wN.B. Each CBv " ' 1 ,$ TOTAL BASE BIB 183, -2-71 q (TOTAL BASE BID-WRITTEN WORDS) Additive Alternate No. I: Peach Street Estimated Total Estimated Item Desc Lion Unit Unit Price Quantity Price 101 Connection to Existing Main Each i 000°f' 5 1<900 51' 102 6"MJ Gate Valve wN.B. Each /2.<)o°--" 2 Z 103 8" MJ Crate Valve wN.B. Each 1500`= 1 4-04 16"Mi ate . 4. 105 8"x 6"MJ Increaser Each Z5 p°.`: 2 106 8" x 6" MJ Tee Each 107 8" MJ Cross Each 5So!" 1 108 8" 11 1/ de MJ Bend Each .3oar 2 r, ° 109 8"45 de MJ Bend Each 3&02 4 1444:f 110 6"45 or 11 �V de MJ Bend Each Zoe'p° 2 �q 111 8" CL 51 D.I.P. L.F. 50� 465 'z 5"Z5-0 f" Service reconnection w/in trench 112 limits 2" diameter and.smaller Each 2co " � Service reconnection outside trench 113 limits 2"diameter and smaller L.F, - 50 14-06!-' Install Expansion Tarry, Backflow 114 Preventer and.PRV Each �`' 1 3,040 °v 115 Fire Hydrant 6.5' bury Each 4,vv, °' 1 ,0,0 4 116 Insulation L.F. 41- 260 ! !a 615-11 117 Traffic Control L.S. rya!-F 1 a a 118 Locate&Repair Sewer Service Each -500 so 2 16005, 119 TeLrj=Water System L.S. 24o ' 1 2oab!-' 120 Jack and Bore L.S. 49,00p 1 '060a'- _ 121 QualiV Assurance Testing L.S. °` 1 01!�c 4 - Addendum #1 BID FORM 122 As halt Restoration `�'�' 440 e, TOTAL ADDITIVE ALTERNATE NO. 1 $ 16,66<7 ca�a (TOTAL ADDITIVE ALTERNATE NO. 1 -WRITTEN WORDS) Additive Alternate No.2: East Aspen Street and North Church Avenue Estimated Total Estimated Item Description Unit Unit Price quantity Price 201 Connection to Existing Main Each /3,coS'' 2 Z4e70 Ef, 202 8"N4J Gate Valve w/V.B. Each 45-on s 2 Sd00 �ff 203 8"x 6"MJ Increaser Each 11-�50 Ef 1 Z50 f 204 8"x 6"MJ Tee Each 4Q''" 1 420 205 16"x 8"MJ Tee Each /3c0°= l !3 ` 206 8" CL 51 D.I.P. L.F. 50!0 ` 515 Service reconnection w/in trench 207 limits 2"diameter and smaller Each 4 Service reconnection outside trench 20$ limits 2"diameter and smaller L.F. °—° 295 ,f Install Expansion Tank, Backfow 20 Preventer and PRV Each 300°�, 1 210 Connection inside Me�r toE�,istin 1�me se From I�r. 180 a 4 720ev 211 2"Blooff Assembly Each (f 2 36 oo fr 212 Fire Hydrant 6.5' bury Each 4oc)d°- 1 4-o<)G v 213 Insulation L.F. 6`5t-&1 310 1 F 66 f 214 Traffic Control L.S. :70 c4o...._ 1 ° 215 Temporary Water System,, L.S. zocsot 1 2 ° 216 Locate &Repair Sewer Service Each 0f-- 2 217 Quality Assurance Testin L.S. 500-!1-0 1 218 1 Asphalt Restoration L.F. Z3= 40 9 20 219 Gravel Street Restoration L.F. 490 220 16"MJ Gate Valve w/V.B. 1 a � TOTAL ADDITIVE ALTERNATE NO.2 $ �,' ;7; �,� �► "�`' .5r7y �7u6j'j 105-.kjD / �o � �-��� (TOTAL ADDITIVE ALTERNATE NO, 2 w WRITTEN WORDS) Additive Alternate Nn, 3. Bryant Street and Gold Avenue Estimated Total Estimated Item Descri tion Unit Unit Price uanti Price 301 Connection to Existing Main Each 3 �a 5 - Addendum #k1 BID FORM 302 8"MJ Gate Valve wN.B. Each 15 3 303 8"x 6"MJ Increaser Each 21 1 � {1 304 12"x 8"MJ Increaser Each 3C-0 305 8"x 6" MJ Tee Each 37c 2 -74-0 ° 306 8"MJ Tee Each 4ZQL" 1 ¢zotv 347 12"x 8"MJ Tee Each c°° 1 &'S Off 308 6"45 or 11 1/4deg MJ Bend Each 20022 2 nc�° 309 8" CL 51 D.I.P. L.F. 46 1076 .51,6,46 Service reconnection Win trench 310 limits 2"diameter and smaller Each a� 7 , ea 311 Service reconnection outside trench L.F. l 295 limits 2 diameter and smaller ,- Install Expansion Tank, Backflow 312 Preventer and PRV Each 1 , 313 Fire Hydrant 7.0' bpa Each 4,c. I , 314 Fire H Brant 7.5' bury Each 4-5002° 1 315 Insulation L.F. '6S-0 110 �6 316 Traffic Control L.S. 2c, a.° I 317 Tern orary Water System L.S. ; c oef 1 318 Curb Box/Valve Box Removal Each 5v"—""' 2 {d7p 319 Locate &Repair Sewer Service Each 'n'o°� 2 d p 320 Quality Assurance Testin T.—S. /000Y 1 321 Asphalt Restoration I L.F. Z 1080 Z57 27 ' TOTAL ADDITIVE ALTERNATE NO. 3 //,P, 40 AJDP—GID' �Ej�omL>F—G6 Eli (TOTAL ADDITIVE ALTERNATE NO. 3 - WRITTEN WORDS) BID SUMMARY Base Bid: South Blau Avenue / , 2 7/ Additive Alternate No. 1: Peach Street 6 Additive.Alternate No. 2: East Aspen Street& North Church Avenue S 4 -7 �,4,0 Additive Alternate No.3: Bond Street and Gold Avenue TOTAL BID PRICE=BASE BID+ADD ALT NO 1,2, &3 S ¢76, 3 2 d c, (TOTAL BID PRICE`BASE BID +ADD ALT NO 1,2, & 3 —WRITTEN WORDS) 6 - Addendum #1 BID FORM BASIS OF AWARD If the contract it awarded,the Owner will award a single Contract in accordance with the Instructions to Bidders, The Owner reserves the right to acceptor reject the Bids,or portions of the Bids denoted as separate schedules or alternates. The award will be made by the Owner on the basis of that Bid from the lowest responsive, responsible Bidder which, in the Owner's sole and absolute judgment,will best serve the interest of the Owner, The low bidder will be determined on the basis of the lowest Base Bid,or Base Bid and one or more of the Additive Alternates in any combination in the best interest of the Owner. The undersigned Bidder acknowledged receipt of the following Addenda,which have been considered in preparation of this Bid: No. Dated—� --2<7 —1 z No, Dated No, Dated No. Dated Submitted this 10'Today of R.1 L1 L )4, 2012. SIGNATURE OF BIDDER: Montana Contractor Registra7tin Number 0 Contractor Fuel Permit Number 5 0 If an individual: doing business as If a Partnership: by partner If a Corporation: J6 HAD -5-M AJL�-EP�x y-7-J AJG (a) by eal& Title V) :5 S,Attest) 7 Addendum #1 Z B F06RM Business Address of Bidder: P249 e 1 71 If Bidder is a joint venture, other party trust sign below:. Montana License Number and Class If an Individual: doing business as If a Partnership: by Partner If a Corporation: (a) Corporation by (Seal & Title Attest) 8 Addendum #1 BID FORM PENAL SUM FORM BID BOND Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable, BIDDER (Name and Address): JOHNSTON EXCAVATING, INC. 805 Blackmore Place Bozeman, MT 59715 SURETY (Name and Address of Principal Place of Business): Travelers Casualty And Surety Company Of America One Tower Square Hartford, CT 06183-6014 OWNER (Name and Address): City of Bozeman Montana 121 North Rouse, PO Box 1230 Bozeman, MT 59771 BID Bid Due Date: July I Oth, 2012 Description (Project Name and Include Location).- 2012 Water Renovations Project BOND Bond Number: JE1071012 Date (Not earlier than Bid due date).- July 10th, 2012 Penal Sum Ten Percent 10.0010 (Words) (Figures) Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth below,do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative. BIDDER SURETY JOHNSTON EXCAVATING. INC.. Sea] Travelers Casualty And (Seal) Bidder's Niarnf_,and Corp rate Seal Sur 's Name and Corqorate Seal rt By: By: Attorney gnature Signature (f Uach Power f_Att.,,, J-0 k)—DrnT v Jai--,0 Dale J. Anderson Print Name Print Name tokc�. Attorile Title �� Title Attest: Attest: S3 attire Signature Title Title Note., Above addresses are to be used for giving any required notice. Provide execution by any additional parties, such asioint venturers, if necessary. EJCDC-C-430 Bid Bond(Penal Sum Form) Prepared by the Engineers Joint Contract Documents committee. Page 1 of 2 / � / | ' / | / � � ` � i � | / | | / | , ' / ! � | POWER OF ATTORNEY TRAVELERSS" Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St,Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St,Paul Guardian Insurance Company Attorney-In Fact No. 224221 Certificate No. 004724442 KNOW ALL MEN BY THESE PRESENTS:Thai St.Paul Fire and Marine Insurance Company,St.Paul GuaTdian Insurance Company and St,Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota,that Farmington Casualty Company,Travelers Casualty and Surety Company,and Travelers Casualtyand Surety Company of America are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Jowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State ofWiscongin (herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Lorrin A. Darby, Dianne L.Meinhardt,Timothy G. Lightbourne,Dale J.Anderson,and Stephani L.COTdeiro of the City of Gr�tat Falls, State of— Montana their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above.to sign,execute,sea]and acknowledge any and all bonds,recognizances,conditional undertakings and othet writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law, IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seats to be hereto affixed,this 7th Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company gi State of Connecticut By: org -h.rTrpon, re.Pv,,iderr 7th February 2012 On this the day of — , before me personally appeared George W. Thompson, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company� and that he, as such,being authorized so to do., executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer, In Witness Whereof,I hereunto set my hand and official seal. My Commission expires the 30th day of June,2016, 6� Marie C.Tenezult,Notary Public 58440-6-11 Printed in 'U.S.A. � ATTORNEY IS INVALID WITHOUT THE RED BORDER NON-DISCRIMINATION AFFIRMATION FORM [name of entity submitting]hereby affirms it will not discriminate on the basis of race,color,religion, creed, sex, age,marital status,national origin,or because of actual or perceived sexual orientation, gender identity or disability in the performance of work performed for the city of Bozeman,if a contract is awarded to it,and also recognizes the eventual contract,if awarded,will contain a provision prohibiting discrimination as described above and that this prohibition shall apply to the hiring and treatment of the [name of entity submitting] employees and to all subcontracts it enters into in performance of the agreement with the city of Bozeman. Signature of Bidder: son authorized to sign o chalf of the bidder AGREEMENT FORM A THIS AGREEMENT is dated as of the OF day ofAv4VJ- in the year 2012, by and between CITY OF BOZEMAN, hereinafter called OWNER, and Johnston Excavating, Inc. hereinafter called CONTRACTOR. OWNER AND CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows. Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The project work is generally described as follows: The project includes a base bid and 3 additive alternates. The base bid generally involves replacement of existing mains, valves, fittings and appurtenances in the intersections of Black/College, Black/Garfield, Black/Tracy, Black/Black Cul-de-sac, and installation of approximately 140 lineal feet of new main in Harrision Avenue, The intersection work involves mains ranging in size from 6"to 24". Service reinstatement is also included in the base bid. Alternate one involves replacement of existing mains with the installation of approximately 465 LF of 8" ductile iron water main and appurtenances on Peach Street. Alternate two involves replacement of existing mains with the installation of approximately 515 LF of 8" ductile iron water main and appurtenances on East Aspen Street and North Church Avenue. Alternate three involves replacement of existing mains with the installation of approximately 1076 LF of 8" ductile iron water main and appurtenances on Bryant Street and Gold Avenue. The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: 2012 Water Renovations Project, City of Bozeman Article 2. CONTRACT TIME. 2.1 The Work will be completed within 90 days after the date when the contract time commences to run as provided in the General Conditions, Final payment will be withheld until final completion and acceptance of the Work, as stipulated in this Agreement. 2.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence in this Agreement and that OWNER will suffer financial loss if the Work is not substantially complete within the time specified above,plus any extensions thereof allowed in accordance with the General Conditions. They 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 substantially complete 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 five hundred dollars ($ 500.00) for each day that expires after the time specified herein until the Work is substantially complete. Article 3. CONTRACT PRICE. 3.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents the sum(subject to adjustment as provided in the Contract Documents) of Four Hundred Seventy One Thousand Two Hundred Thirty Two Dollars 471,232.00). Article 4. PAYMENT PROCEDURES. CONTRACTOR shall submit applications for payment in accordance with the General Conditions. Applications for payment will be processed as provided in the General Conditions. 4.1 Progress Payments. OWNER will make progress payments monthly on account of the contract price on the basis of CONTRACTOR'S application for payment as recommended by ENGINEER. All progress payments will be on the basis of the progress of the Work measured by the schedule of values provided for in the General Conditions. 4.1.1 The OWNER may retain five (5) percent of the amount due the CONTRACTOR in accordance with the General Conditions and as outlined herein. 4.2 Final Payment Upon final completion and acceptance of the Work in accordance with the General Conditions,OWNER shall pay the remainder of the contract price as recommended by ENGINEER. Article 5. INTEREST. All monies not paid when due hereunder shall bear interest at the simple rate established by the Federal Cost of Money Rate commencing at the time of a claim. Article 6. CONTRACTOR'S REPRESENTATIONS. In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6,1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, locality, and with all local conditions and federal, state and local laws, ordinances,rules and regulations that in any manner may affect cost,progress or performance of the Work. 6,2 CONTRACTOR has studied carefully all reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost,progress or performance of the Work which were relied upon by ENGINEER in the preparation of the drawings and if spec ications and which have been identified in the modifications to the General Conditions. 6.3 CONTRACTOR has made or caused to be made examinations, investigations and tests and studies of such reports and related data in addition to those referred to above as he deems necessary for the performance of the Work at the contract price,within the contract time and in accordance with the other terms and conditions of the Contract Documents, and no additional examinations, investigations,tests, reports or similar data are or will be required by CONTRACTOR for such purposes. 6.4 CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the germs and conditions of the Contract Documents. 6.5 CONTRACTOR has given ENGINEER written notice of all conflicts,errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. Article 7. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR are attached to this Agreement, made a part hereof and consist of the following: 7.1 This Agreement. 7.2 Exhibits to this Agreement (if any). 7.3 Performance Bond, Payment Bond, and Bid Bond. 7.4 Invitation to Bid. 7.5 Instructions to Bidders and Bid Form. 7.6 Certificate(s) of Insurance. 7.7 General Conditions. 7.8 Supplementary Conditions. 7.9 Wage Rates. 7.10 Special Provisions and Measurement and Payment.. 7.11 Montana Public Works Specifications,Sixth Edition,and City of Bozeman Modifications to Montana Public Works Standard Specifications Sixth Edition, March 31, 2011 (by reference). 7.12 Appendix A. 7.13 Addenda listed on the Bid forms. 7.14 CONTRACTOR'S executed Bid forms. 7.15 Documentation submitted by CONTRACTOR prior to Notice of Award. 7.16 Notice of Award. 7.17 Notice to Proceed. 7.18 Any modification, including Change Orders, duly delivered after execution of Agreement, 7,19 Any Notice of Partial Utilization, 7.20 Notice of Substantial Completion. 7.21 Notices of Final Completion and Acceptance. 7.22 Non-discrimination affirmation form. 7.23 Drawings There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be altered, amended or repealed by a modification(as defined in the General Conditions). Article 8. MISCELLANEOUS. 8.1 Terms used in this Agreement which are defined in the General Conditions shall have the meanings indicated in the General Conditions. 8.2 This Agreement and all of the covenants hereof shall inure to the benefit of and be binding upon the OWNER and the CONTRACTOR respectively and his partners, successors, assigns,and legal representatives. Neither the OWNER nor the CONTRACTOR shall have the right to assign, transfer or sublet his interest or obligations hereunder without written consent of the other party. The OWNER reserves the right to withdraw at any time from any subcontractor where Work has proven unsatisfactory the right to be engaged in or employed upon any part of the Work. 8.3 In the event it becomes necessary for either party to this Agreement to retain an attorney to enforce any of the terms or conditions of this Agreement or to give any notice required herein, then the prevailing party or the party giving notice shall be entitled to reasonable attorney's fees and costs. 8.4 Any amendment of modifications of this Agreement or any provisions herein shall be made in writing and executed in the same manner as this original document and shall after execution become a part of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. ON CTO )- B r 7`�2 .., SEAL & By � ) (ATTEST) Title (JOINT VENTURE) By (SEAL &) (ATTEST) Title City of Bozeman (OWNER) By (CITY MANAGER) 4 APPROVED AS TO FORM: (CITY ATTORNEY,')` c:lwpdocskfbrmslagrcafnn inrg 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 Princi I Place of Business): Johnston Excavating, Inc. Travelers Casualty and Surety Company of enmerica 805 Blackmore Place One Tower Square Bozeman,MT 5,9715 Hartford, CT 06183-6014 OWNER(Name and Address): City of Bozeman Montana 121 North Rouse, PO Box 1230 Bozeman,MT 59771 CONTRACT Effective Date of Agreement: 6 1 U 11-7- Amount. $471,232.00 Description (Name and Location): 2012 Water Renovations Project BOND Bond Number: 105763443 Date (Not earlier h Effective Date of Agreement): Amount: $4712 2 Modifications to this Bond Form: Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL SURETY Johnston Excavating, Inc. (Seal) Travelers Casualty and Surety Company of America (Seal) Contractor's Name d Corporate Seal SurctX's Name and rate Seal and Co'-'o B y y a4-1, By: g,nature Signature 41ttlacNl�Power of Attorney-) J.A,1 DI)VI Ll,571)AJ Dale J.Anderson Print Name Print Name r11N VZCS", Attorney-]n-Fact Tit Title Attest: Attest: gnature Signature Customer Service Agent Title Title Note: Provide execution by additional parties, such as joint venturers, if necessary. EJCDC C-610 Performance Bond Prepared by the Engineers Joint Contract Documents committee. Page 1 of 3 Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner for the performance of the Contract, which is incorporated herein by reference. 1, If Contractor performs the Contract, Surety and Contractor have no obligation under this Bond, except to participate in conferences as provided in Paragraph 2.1.. 2, If there is no Owner Default, Surety's obligation under this Bond shall arise after: 2,1 Owner has notified Contractor and Surety, at the addresses described in Paragraph 9 below, that Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with Contractor and Surety to be held not later than 15 days after receipt of such notice to discuss methods of performing the Contract. If Owner, Contractor, and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive Owner's right, if any, subsequently to declare a Contractor Default; and 2,2 Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract. Such Contractor Default shall not be declared earlier than 20 days after Contractor and Surety have received notice as provided in Paragraph 2.1; and 2.3 Owner has agreed to pay the Balance of the Contract Price to: I- Surety in accordance with the terms of the Contract; or 2. Another contractor selected pursuant to Paragraph 3.3 to perform the Contract. 3. When Owner has satisfied the conditions of Paragraph 2, Surety shall promptly, and at Surety's expense, take one of the following actions: 3.1 Arrange for Contractor, with consent of Owner, to perform and complete the Contract; or 3.2 Undertake to perform and complete the Contract itself, through its agents or through independent contractors; or 3.3 Obtain bids or negotiated proposals from qualified contractors acceptable to Owner for a contract for performance and completion of the Contract, arrange for a contract to be prepared for execution by Owner and contractor selected with Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Contract, and pay to Owner the amount of damages as described in Paragraph 5 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default; or 3.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: 1. After investigation, determine the amount for which it may be liable to Owner and, as soon as practicable after the amount is determined,tender payment therefor to Owner; or 2. Deny liability in whole or in part and notify Owner citing reasons therefor, 4. If Surety does not proceed as provided in Paragraph 3 with reasonable promptness, Surety shall be deemed to be in default on this Bond 15 days after receipt of an additional written notice from Owner to Surety demanding that Surety perform its obligations under this Bond, and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 3.4, and Owner refuses the payment tendered or Surety has denied liability, in whole or in part, without further notice Owner shall be entitled to enforce any remedy available to Owner. 5. After Owner has terminated Contractor's right to complete the Contract, and if Surety elects to act under Paragraph 3.1, 3.2, or 3.3 above, then the responsibilities of 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 the Contract. To the limit of the amount of this Bond, but subject to commitment by Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract, Surety is obligated without duplication for: EJCDC C-610 Performance Bond Prepared by the Engineers Joint Contract Documents Committee. Page x of 3 5.1 The responsibilities of Contractor for correction of defective Work and completion of the Contract; 5.2 Additional legal, design professional, and delay costs resulting from Contractor's Default, and resulting from the actions of or failure to act of Surety under Paragraph 3-' and 5.3 Liquidated damages, or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance of Contractor. 6. Surety shall not be liable to Owner or others for obligations of Contractor that are unrelated to the Contract, and the Balance of the Contract Price shall not be reduced or 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,administrators, or successors. 7. Surety hereby waives notice of any change, including changes of time, to Contract or to related subcontracts,purchase orders, and other obligations. 8. 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 located, and shall be instituted within two years after Contractor Default or within two 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 this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable, 9. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the address shown on the signature page. 10. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 11. Definitions. 11.1 Balance of the Contract Price: The total amount payable by Owner to Contractor under the Contract after all proper adjustments have been made, including allowance to Contractor of any amounts received or to be received by Owner in settlement of insurance or other Claims for damages to which Contractor is entitled, reduced by all valid and proper payments made to or on behalf of Contractor under the Contract. 11.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 11.3 Contractor Default: Failure of Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Contract. 11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY—(Name, Address and Telephone) Surety Agency or Broker: Cogswell Insurance Agency, LLC, PO Box 2009, Great Falls, MT 59403 (406)761-5000 Owner's Representative(En&eer or rather arty): EJCDC C-610 Performance Bond Prepared by the Engineers Joint Contract Documents Committee. Page 3 of 3 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 Johnston Excavating, Inc, Business): 805 Blackmore Place Travelers Casualty and Surety Company of America Bozeman,MT 59715 One Tower Square OWNER (Name and Address): City of Bozeman Montana Hartford, CT 06183-6014 121 North Rouse, FO Box 1230 Bozeman, MT 59771 CONTRACT Effective late of Agreement: a Amount: $471,232.00 Description (Name and Location): 2012 Water Renovations Project BOND Bond Number. 105763443 Date (Not earliq thpn Effective Date of Agreement): S/ Amount: $471,232.00 Modifications to this Bond Form: Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL SURETY Johnston Excavating, Inc. (Seal) Travelers Casualty and Surety Company of America (Seal) Contractor'p Name and C or e Se Suret%'sNam and Corporate Seat By- By: fy� k�'I�XIA tt2 'S�g na tu—re Signatu4rettaeb Power of Attorney) C6 �e,LNf ri J—C' �A n' Dale J.Anderson Print Name Print Name Attorney-In-Fact tie Title Attest: -Attest: ign u e Signattire Customer Service Aaent Title Title Note: Provide execution by additional parties, such as joint venturers, if necessary. EJCDC C-615 Payment Bond Prepared by the Engineers joint Contract Documents Committee. Pagel of 3_ 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use in the performance of the Contract, which is incorporated herein by reference. 2. With respect to Owner, this obligation shall be null and void if Contractor: 11 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 12 Defends, indemnifies, and holds harmless Owner from all claims, demands, liens, or suits alleging non-payment by Contractor by any person or entity who furnished labor, materials, or equipment for use in the performance of the Contract, provided Owner has promptly notified Contractor and Surety (at the addresses described in Paragraph 12) of any claims, demands, liens, or suits and tendered defense of such claims, demands, liens, or suits to Contractor and Surety, and provided there is no Owner Default. 3. With respect to Claimants, this obligation shall be null and void if Contractor promptly makes payment, directly or indirectly, for all sums due. 4. Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with Contractor have given notice to Surety (at the address described in 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, the amount of the claim. 4.2 Claimants who do not have a direct contract with Contractor: I. Have furnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials or equipment were furnished or supplied, or for whom the labor was done or performed; and 2. I-lave either received a rejection in whole or in part from Contractor, or not received within 30 days of furnishing the above notice any communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have sent a written notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to Contractor. 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety, that is sufficient compliance, 6. When a Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at Surety's expense take the following actions: 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 the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts, 7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by Surety. 8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the Contract and to satisfy claims, if any, under any performance bond. By Contractor furnishing and Owner accepting this Bond, 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, subject to Owner's priority to use the funds for the completion of the Work, EJCDC C•615 Payment Bond Prepared by the Engineers Joint Contract Documents Committee. Pa f3 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 payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or Otherwise have obligations to Claimants under this Bond. 10. Surety hereby waives notice of any change, including changes of Lime, to the Contract or to related subcontracts, purchase orders, and other obligations. 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 part of the Work is located or after the expiration of one year from the date (1) 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 last materials or equipment were furnished by anyone under the Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the addresses shown on the signature,i nature page. Actual receipt of notice by Surety, Owner, or Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory Bond and not as a common law bond. 14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15. Definitions 15.1 Claimant: An individual or entity having a direct contract with Contractor, or with a first-tier subcontractor of Contractor, to furnish labor, materials, or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Contract, architectural and engineering services required for performance of the Work of Contractor and Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. 15.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto, 15.3 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract, or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY—(Name,Address, and Telephone) Surety Agency or Broken Cogswell Insurance Agency, LLC, PO Box 2009, Great Falls, MT 59403 (4060 761-5000 Owner's Representative (EnLineer or other): EJCDC C-615 Payment Bond Prepared by The Engineers joint Contract Documents Comnilttee, P!!R!L3 of 3__ iwimnrumoamcmu oulunr ur aamrtmowmww .wmc WARNING.THIS POWER OF ATTOR NEY INVALID n imuonuw�wmrorli wiui� mai urunwnmmm nnrwer�wuamuawwi�rumu nodimmumr�uwn mreo wmi im i� mmumumwwwrowwrwmu i� mwrmr�uMirvara�rhvu�wu'wiw IS 'JWNTHOUI"THE HHf?BORDER Aft POWER OF ATTORNEY Tom^LERS J Farmington Casualty Company St.Paul Mr errury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Under°writers,Inc, Travelers Casualt' and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity avid Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 224221 Certificate No.. 004724472 f KNt9W Al,L ME,,N IIY TIC ESE PRESENTS:That St.Paul Faire and Marine Insurance Company,St,Paul Guardian Insurance Company and St.Paul Mercury Insurance Company are corporations duly organized under the Laws of the State of Minnesota,that Farmington Casually Company,Travelers Casualty and Surety Company,and Travelers Casualty and Surety Company oaf Anreaica,are corporations duly organized under the laws of the State of Connecticut,that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland,that Fidelity and Guaranty Insurance Company is a corporation duly organized eta€ler the laws of the State of Iowa,and that Fidelity and GUaraunty ltisorance Underwriters,Inc.,is a corporation duly orgranaized under the laws of the Stale of Wisconsin therein collectively called the"Coropanies"),and that the Companies do hereby make.constitute and appoint Lorrin A. Darby, Dianne L.Nleinhardt,Timothy G. Lighlbourne, Dale J.Anderson, and Stephani L.Cordeiro of the City of Great Falls mm...,...,,..,...,.,, State of MOn(art3 __..,... their true and lawful Attorney(s)-in-Fact, each in their separate capacity if pore than one is narned above,to sign,execute,seal and acknowledge any rand all bonds,recognizrances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of conoWtS rand exeani,og or guartanleeing bonds and undertakings required or perinitled in any actions or proceedings allowed by law. 7th IN WITNESS WHEREOF,the Companies have caused this iustrurraent to be signed and their'corporate seals to be hereto affixed,this_. cl Febt tear 2012 —. _..._ ay ar f ..._._. _.,__._.�. Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc, Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company D °��° ^� 'rb a � Qp ''\ a�' wy t g� ay .c+.!�*�glA✓r Sa S !ws 4 rHO.rtTFrlrECa .e v7 �tgFG4i fL g 6""'•'n+iW St At.jW as oy+' i State of Connecticut pay: City of Hartford ss_ Georg, 'Thotnpscan, eiaior ke"President i On this the 7th February 2012 day of_ _ __...._. before rue personally appeared George W. Thompson, who acf:nowledged himself to be the Senior Vice President of Farn'atngton Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriter::, Inc., St. Paul hire and Mine Insm'aunev Company, St, Paul Guardian Insurance Company, St, Paul Mercury Insurance Company, Travelers Casually and Surety Company,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company', and that 'he, as such,being authorized so to do, executed the foregoing instrument for the purposes therein contained by:signing on behalf of the corporations by himself as a duly authorized officer. r In Witness Whereof,1 hereunto set my hand and official seal. �' � _............m...____--- _ _ My Commission expires the:I(lth day of,luiru,201 6. C1. �W� Ivl.rric C.Taaeeau}t,IkaiCary Public i, 58440-6-11 Printed in U.S.A. WVUAF1NING.TTHIS POWER O ATTORNEY �INVALID n WiTHOm�U,uwTTHE RED��3CRCFR nmw ­'_"_MFrN_1NG 7919 PM9'rr 9N_E;I S' I N VA-LI D W I T"H"'O"'U_TT P'E'TR"E''I'D-BORD This Power o f Attorney is granted under and by the authority Of the following resolutions adopted by the Boards of Directors of Far irriii g ton Casualty Company,Fi d clity and Guaranty Insurance Company, Fidelity arid Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Pat[] Guardian Insurance COMPUlly, St. Paul MeFCUEV Insurance Company,Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED, that the Chairman,the President.any Vice Chairman, any Executive Vice President, any Senior Vice President,any Vice President, any Second Vice President,the Treasurer,any Assistant T'reas'urer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his, Or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and otter writings obligatory in the nature of'a bond, recogni7af)CC,or conditional undertaking,and any of said Officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED.that The Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegale all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,conttact of incleurnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or ally Vice President,any Second Vice President,the Treasurer,any AssistantTreasurcr,the Corporate Secretary or any Assistant Secretary and duly attested and scaled with the Company's seal by a Secretary or Assistant Secretary:or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or tier certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President. any Secretary,any Assistant Secretary, arid the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds, and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate hearing such facsitnile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond Or understanding to which it is attached. 1,Kevin E.Hughes,the undersigned,Assistant Secretary,of"Faxtrington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Josurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Conipaiiies,which is in full force and effect and has not been}revoked, IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seats of said Companies this dayof m .... ........ �Kv i SEL -114 A� A To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact Lis at www,travelorstiond,corn. Please refer to the Attrarney-In-Fact number,the above-named individuals and the details of The bond to which the power is attached, WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER CERTIFICATE OF LIABILITY INSURANCE DATEtMMIDDIYYYYI . 7/25/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING IN,SUREII AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the poiicy,.cartain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorserrtent(s. PRODUCER NAME:corITACT-Laura Quntrell Cogswell insurance Agency LLC AHO Na E : (4.06)"761-5000 FAX No: t465l453-9945 800 9th Street 5outla UM lqu ntrela @cag'swelli,nsurance.com P O Box 2009 INSURERISj AFFORDING COVERAGE NAIC* Great Falls MI' 59403-2000 INSURERA:EI!jC Insurance Companies INSURED INSURERB.Montana. State Fund Johnston: Excavating Inc INSURERC:911riCh Small Business 805 Blackmore Place INSURERD: INSURER'E': Boxefaan M 59715 INSURER COVERAGES CERTIFICATE NI'IMBERCL1272507300 REVISION NUMBER: THIS IS TO.CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAt,MABOVE FOR THE POLICY PERIOD INDICATED. NOTWrfH STAND ING ANY REQUIREMENT,TERM OR CONDITION Of ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS', EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE a U R POLICY NUMBER (MMMIDp YY MMirDry XP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A v'1� ...,CC7lvlI,tIERGIFI.GENERAL L(Ats•6LITY EREMISES-LEs occurrencel $ 500,000 A CLAIMSWADE 50 OCCUR X X X5-50-66 /25/2012 /26/2013 MEDEXP(Any one person) $ 10,00-0 PERSONAL&ASV INJURY $ 1,000,DO'0 GENERALAGGRECATE. $ 2,000,000 'GEN'LAGGREGA7ELIMITAPPLIES PER PRODUCTS-COMP/OP.AGG '.,£ 2,000,000'.. P-ucY F X .PRO- �C7 E tOC $ .AUTOMOBILE LIABILITY. BINE SINGLE LIMIT E a nt I 1,000,000 A X ANY AUT(} BODILY INJURY(Per person) ALL OWNED SCHEDULED X5-80-66 /26/2012 /26/2013 AUTOS AUTOS QDOILY INJCRY{Per aacider ) $ NON-0'4%ED PROPERTY IJABAAGE HIRED AUTOS AUTOS Pereoatleral. Unnsured✓Llndonnsbn?d. $ 1 ,000 000 UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 5,000,000'. A EXCESS LIAB CLAIMS-P PDE AGGREGATE DEC) RETENTION.$ X5-80-56 /26/2012 /26/2013 $ B....WORKERS COMPENSATION VtiK:STATIl- O'rH- ANDE#APLOYERS'.LIABILITY YIN -T RY IMIT R ANY P'2OPRIE.TORdPARTNERrEXECLITIVE E.L.EACHnCCIDENT $ 500 OOD ORFICERWEM EXCLUDED? NIA EXCLUDED NIA (Mandatory.In NH).' 030929467 ,/11/20].2 /1./2013 E.L,DBSEASE-EAEMPLQkE 504. 000 MOS. ION under E.L.DISEASE--POLICY LIMIT 5--... 500 000'... DESCRfPTIgN OF OPERATIONS beiov+ C BUILDERS RISK CO43175715 11/2012 11/201.3 PROJECT LIMIT $471,232 DEDUCTIBLE $.10 0 0 DESCRIPTI.ONOF OPERA-PONS I LOCATIONS IVEHICLES (Attach ACORD 101,Additional Remarks Schodule;IF more space is requirtdj CERTTFIC ;T HOLDER IS LTST.ED,AS �.D ITIONAL INSURED PER FORM CG 7482.3 CA ;7270. WAIVER OF SUBRO TION IN FAVOR OF CERTIFICATE HOLDER. PER FORM CG7555. NOTICE OF CANCELLATION HAS BEEN CHANGED To 45 DAYS-PER FORM 7338. GL INCLUDES CONTRACTUAL LIABILITY PER FORM CG 00 01 12. 07. PLEASE REFER, TO SECTIONS 1..2.b & V.g.£ FOIL CLARIFICATION OF CONTRACTUAL LIABILTIY COVERAGE. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE A'SOV.E DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION OATH THEREOF, NOTICE WILL BE DELIVERED IN BCS CITY OF' ZE' g ACCORDANCE WITH THE POLICY PROVISIONS. CITY CLkRKS OFFICE PO BOX 1230 AUTHORIZEDREPRESENIA?1VE BOZEI+MN, MT 59771 Laura Q intrell/LQ ��C✓"- ACOR1)25(2010105) ©1988-201.0 ACORD CORPORATION. All rights reserved. INS0251201005lb1 The ACORD name and logo are registered marks of ACORD This document has important fuel wnsequeCi,c.es:,cowmitatiirrt with a:rt attorney is mouraged tuith respwi to iq use, or modific4tioa. This,, dot`ument sF oold be adapted to the" particular circurrrsA cat" tW cotntQmplated Pkject and the cctntmflh� ; �mvsiced Regulatio,���. 'S NDARR i Pw ar ; , i ENGINE RS JOINT CONTRACT COMMIT TE , J and a Issued ar6d:Prub1ishe0 6n"t1y by ACEC TdEwQ"UvvNm w FvumnKisa Commit i American Society �'ational,Societyof c#Civil Engineers Fr�ot'essional Engineer I'7�l�sx!"an�t EnpNo�ertlaFh�wate ' 1R1C Cft � 1 MPNt „ ai i ,2 U/ } �� ,/� M*'9,,.r�E'�5d^f3'A /i�ii b%1i bb i / i bi b% Av ,, �' /i ii� //�� i it v �Y"//r /R, /M4 /i / 0,; b, AC�T04 � tN } b b ti twat Thee (;eb.erai ooditk,,*� have been propared,for use its the Su est d;,F'ornis of'AgroomOni Between Owri r and �,)ntracto (EJCD;"'C- `2 of CT 25, 2W7 Editions),. Their, rovisioc ns are",irate+ ,`eWed and a charge in,(.�nt may pece's hate a change ill th thet° ci b? �it�c sa�etbi�t tit zr usage are c t�ttl bed in the Natati`re a tc 4a 11 C",d ti it'�i� t � - 1, �7dtaa . fi ;� � abc in Mv, e'art OM t Sup"ltr�e to + abdati n r, see,,6`'W& t the `repent" `ctf' uP J b!e��(a�; rrbdati�ans, O � a, t tt #t ht C ")QQ7 �lwc�aaa� S�ciet �� prr��e��� / Ott tR � �W4eers /o / ///// i ,ii ,✓/. rii//iii////%/%/ .viii/ r iii%///i/i „ '„ -� ��.,r / ,,,,,, i ,, '-,;;;; i / ,/r, �,„✓i�:��/�, / iii/i//ic iiii/ iai i „ /ii; i� l o,,,� iii/1f ii� i .. ,/�/�, Uzi/.� �,i/ ✓�i// ,,,,, %/�i / o , /,,,, W-, �,,, /i i, ✓ i.. // iii // ,/��. n. ,� „, ,� i/.., � r,/,,,,,,,, ,,,,,//�� �%/%/ �/iii /,,,,, ,,,;, _ -,., �,/✓ { i �, !�� � ,/ / i�////ri/. ��/i,oii � �/ !„ii /„,iii ✓ ✓///i% ,, //i / i�„ i%,': "i. „/ „. ,/i, /„ i , . i ,fir // .,, .,i / , i ./ ✓. ,,,,,,, i„;, ,.... / / i,✓ ,; ,,, ;,,,, / � r....i / /.... //,r.. )�i./�„ %..✓. /i ,/ i, / i ,/:, ,i ,,,, „ /r....,iii/i��/i � , „, /% / �.:,�,/, � �,...,ii aF/„v ear. /�i „,,/,/„✓i / �,,�, � � /,iii/,/i, ,,,,, �✓ ,,,, ,;,/i� �ii ,/i ,/ ,,, ,i „ ' �, ,; ;- r.. �� ,.-, � �/.. //„i ��o ;1��, ;.,moo �/� /,.. / i/////ii ,,,,c„::,,,,, ,.-.,,,//v �..viii ,.%,, .../i .. ,i�. ., ,,,�, ,/,i „✓„ /,/ /i/. .,,%//viii,.,,r 1,.., ✓../ ,, ,,o �l/ / .. ter..; ,�� U i/, �. ✓/ ,,; ✓ //,. /.%%f/ �i �„� /i //// ,.. //ii ✓ic,, ,, it i ✓ i ,a„ / / j/i/ ////i.� /iiii / ii //i,,,pii//% /�/�✓ii / ,�ri.;�i/��i//!ii/t %��/ii/iii ,,; /�/�/� /, >ir /%%i/�� iii� /✓ � /ii // ,.. ,- ;, ,,,,� / �,, /// ,,,,,,c„ -,,,,,, ,�. �%//�/ ///r� //a/// / i/� / ✓„ /,, ,,,�,,,,; iii;:, ai i„ -' ��„i „��/ ii / iii/. ,,,✓./i,, ,l„ �,/ ,,, „,. ,�.,,::,;,./�C%i/i,:� i�i.//�fi,��/„ /i�ii/,/ %i/ii.,�i /r. ri,,,,�,�,., ,,,,,,. i,,,;;/ / i ,,, ;; /i// ;., / ,;r r �i �,! r l,r'I / '; /,/ iii,✓,�i%.i//, � r ,//� ///%,,, Nm°” // mow ” IiCjti �XNUti� ,,, ld i �� d STANDARD +GENERAL, CONDITIONS OF THE, CONSTRUCTION CONTRACT l i TABLE OF CONt #NT$ i Article 1 l giritiohs and ctrminology 1.011 fined Tel �l. 1 1.02 J'� t ninology. ' Article 2_..Pr lihiinary Matters. 2.01 belivery of BW`s and Evidence of Insurance. 102 Copies of Documents, 6, 2-03 iAnien e iiet) Of,Cotc limNotice to P �god..t 11, 104 ti rtirr the: k, 10 1`ci°e, larti g:,C "struction 7 ..................,r,. .Yy�r.n,..e•m••v•• 2.() e parr is uct art ertllfea nce; D sig At n gal Authcli i ed Pr pit tive .b 7 ital Acee� � Oeduk..l 20 ....... .,... .,,. .,,.... 7 Ar icl ntr t l r� t ` rpteiit, art t► ilig °T er se ys . .,,.., f �"S ,l �j�/rY�r�� ,,,s „3 Nr�rfr�ib'ss ,,..,», .,.n..r. ,er ,,.f..f ✓��'� r � wy,,;r,x .rti y6 ".!r,��w� r r pT itancrxa i i ;�; r1✓ /5 „r, ry .9 xFF ,r fr .y ✓ a,4r4n a MlA4/n '4 NNr �k,".yrd; M`4 '49tiM ti#y,A 4k�C1 'L Y9Y m SVYS�'f 4h fW L 4 Y..... Zt�ct'r� t„� �y ✓ xsaNa r ✓ l s �xS %�e , evll� e✓bfr'✓ g ,�,*".H r %i /�/ g lr4nr �6. i ^l* ✓ rry ax�r� v59�y+�r�✓m El �i/' � it ✓ % � /✓fir i i /// Artile n" rl PIP � y�iY y/�y 1� X�s " ✓7r1; �� 1��,.la �l M��NA�til N� f i ✓, ,� 7 5f J✓✓ t r err S �f�rfa,rl*a�f'r+e wr,r r x+t ,. ,��✓y a fir,%/.�„ /��/� i r %v�, �, ,, ° ✓ „r,rr tyJ i�hwdy�rr�G+raves,�� r ��.�iw, r, f ryvY ✓�iK�rl d„",!",,,. � 11 ,, ,,,,” " � ;,,,, jii. fir! !i ✓,,, �,iiir%���"/ijii /,,,, �.�,,; � ,,, //�%,. %/� / i ✓ ' :��%%; ,"(' �y "�,y„;.��yf �� �✓/�{ � i(✓, ,�., � ,��y,;�.✓k �,,; �% �� ���ii/��/iii✓//j/��iii//i�� ���ii��/i/ii iil� i a4�r *�' y . / wwi�(rhs�u�K fj 4'sd�j.lx s n�ro r,✓ 1fy��lr +v✓� iii i/i �� �79, r r.rs/ag1lM } �' r r�i�8 waA�'✓G9�(elxq *! � 9 ✓l jj i^' '�' � � �"�F��Y r�� a1v Sef fb�f.. 4h,�rr f4✓ crab";.,. . { fin,�..,��r� �Frd r 41�r� rY4 w.,,,°d. , �"� /r i '. "" rii/,,,,:.ii/ij ii/i,.!c i / � ,i, i /„ ii r,. 'i�nXY,�.hfiw��� ��,� � r. � � r y kn�'r rb✓vwa�a r+c l„ W�( ,p�.q/y� p p;/ ;�.i ��i//,�/i//i,//..!,�i/ �/ /ii�� iii / �ii,,,,,: %i,�,,, ,,,��✓i�,,;, "(J ;� y� ,o w ✓ 'y' l� ,r / �� �%� iii /// i.iii ��,,, A,t.,el (��,,'��i� � ��r ` i � l r �r r',"f � k;��,��y r eve &v�rk�4��rr�+�, �k✓i r l✓brr�i�����rrr>GB�rxa;«Y4x � l✓ar W �, � i'�(�+Y;✓ ✓�.;-�� ,� .#`�� ,,,�,(,; �,, �ij ,����i,/� �i���iii;!/,i��%i��,j�!�o%it� %� � � � � i� ���r / f�F ,�'1!;1`i� tier,� ����F�9��rai� ���f�a�� � >`✓,�yd, bra» ��f�1���4 ;krw�4/�u�r�' t ,(y� i y,,,; ,,, �{ '' �� ;?i„ it,i✓.> ��i ,✓„1i, viii iil� % �/ v�� / / j�i� /ip ii � li i�/�f4.' �i' �I Ml�,�'n rr.F,£5l ✓i X14 a ns nG r w / ri, i i ,l/2,;//iii„r�,�;. ij r MtMf �,W� �� FWD �w�F a w� l✓flaw�dw wxr & l xr iy M l� `'nrf �� ,,; Aj �r*fil',m 7., i, rw,g�,"�,,,,f �,7,w rvr,x�',n`» r rn,'G%r���X �r b� ii�/i 4 i �i %� %/✓�Jw i i qq r r ✓ ry�// �i/ jfViu+ �e 4is wcrw i,,,: ✓M �,,,y✓ �'YK�,f 4x�(prjYN(�fly / l.'. ✓i�sc / - /P 'fib rt N4(/N 41l % bN 1 5 00 i ii ���/i / i 7f`�X51'4 r✓ �ci,[�y lull �� w as ar w a f %�•/� nwf M� adr�Lk� Jif ,��*( � r fy�Jb ,YVN/ �� i +�� iii/ � ,,, D/ � i11 � Y aA bs� f✓'lw,u�+A rre��a�i+4arfw Y +�+^ ” ", � eet ,�>�nd �����t ���►A�t�..�b��M:+ �'kY�y'N gals a ��tr i7r�sf i Ffsj��j�,6y wy �^wYA ��s a�wr l✓wr y�r ,rse rrY�irl pct 6 7ntl � t A !��'���A��J�Ci�r;AMi,4'k�'�;'�+'I ''�r� l��i,,1111,i��-�1't�4 .�,��",,+y�,�s„ �'�r„��;,�°��tL'�"✓i r' VC'N'� a l 5.09 ` Qcep ance of Hors and Insurance;Option,to Reel ace, ...... .2 5,10 Pailial Utilization, Acknowledgment of Pro rt 1nsurcx.......... ....................... 22 Aaiicic 6 Contra for"s"Responsibilitxcs 6.01 Sop�tvj,Mon a N` Perintenc .x� .. a..,...,! ......................' ................ 6,tza °, 7rltx tsx 2 &0,0, ervice w I' 'a ti als,and Equip etxt 04 I'r s e eelaxl --., ....... .................... y.n.v............6.6 800" titaxte :atxd 6,M6 on rxxxz ax axxtract�ar „S'uPj 9 et�, xt 1 f t 25 6.01 Pot it F S 1 xfl i. 27 Perri�lt .. .2 7 6,09 Lawn 4n ,kepIAions. 6,10 Ta�ew .28 601 Vse,of iW,�and!ether e4a� .2 �5 r 1,21 Rder Do`�0I nent.q. •.......: +.. .re+w r... q. .. ,' a .n., . 29 6,t3 Pr�teG,t°scat➢ 29 t 6 15rntxit�aadp Pt a 6 1 " Ftaex racx "� 70/k .;" � "' 't'xxxlxxx�lri��p't1"d ��t u.... r/ri✓error i ^Vj r y n r l)f xp�e NJ�rya�r ✓ n e ey'�"� YM,H ki C,A M'�A tt'yo�l N,Y^1 N 'Yw4"iT Ff� yf +'�G 4fl 1:� ..• A Yfi,1� F da.n , I x ' x t t tf� %"///�/// f .• F.f , F`1Mh i, Y) 1 6f%'S1��d h lAI+.'`�' {' TAw� A7� aliii -,'.91' 'sA, jit1 W�: .A+xFA9M'�/�4,ie' f( 7'.j ✓�/f�` r„ �„ 'If I ,,,,3„ 141"��,'�� ����: 5� ���� ����!�v �te ....,.� ....".. r rr�4�fi�r�,F � �Ff'c,�,l���✓✓�frn��f% ti,., ..,,,r rr r �j„ " ' xte / rlrrrr rrr r rrr r ��ii%/firms ,,,,. , rid rr o , r' % r / lri/ r/i�/ i�� r/,,�, ,; b Y S r+;�K��YMf F,ra ",ioY MFf+�+rxX�,�n r✓i 7 ,;.,f,�"ri/", Yi�"' „; ��f/,r'a L�F.X,w�'f�a (i r; . "' ,;, ,,,,, ",y,r�/��+sf+!// �.r �N� .w� ✓, rr r Y z rb..rr 4✓� lkr'✓�xwy�rf rfr�r','k //r����� 6 . s.. ,';1... / ,,,,; ��,�/�,'r /i ����/ � �,,, ,� r" �"iF A�j d f, �f'�b rti�r�� a r 6 (✓ ,;✓il,"f, r�X✓ //ii ri%// ,✓ r � ,� r,,/i,✓/.�r/ U,� r.;.r / .,,�, /i i / „ems✓�!�aii'�, ,;,,,,,�, " ,r �/10/ r i�oii/7��i�� l'�//l` ,,,,,. � �,;;,,,,,,,,,r �� is �f,,, ,f �', ���h � r.�h l rf, ✓�Y+fi�6'�'��rr F r +� ',,,... "� %ri/��i// r r�"""" i rr% ;/ � ,�., .;., ,,,,, , ,,,rr ai/iii✓ ..r/ �/iir{ r/iio%i iiii// r.: ,,..,, rii//i/<�ir ,; -: ri r D'.., ::i">t . 7// ,wx...... ....,,✓ r,r' fir iii;%/////„�,,, /�„r%�i p� „(r %,..;, r r+ // ri /ir�/ ^* r x „��„�o;,1ffe r,✓:�. r ��1k.e 7�✓�� .: Nfi �6r+r1L>f✓r ,:.�4 �:Kl rx �/ � , ,,, „�;;; � � ,., 1bA4� 1�'�'r�,.; �ry,t ..'� \�tr r;✓r,,,, r,w ;l, lr.ef'✓,. F .(r.�';..:; � w... ✓ l,✓�,�„ ,r., r��/ ,,, ! .oil , �r x � ,.;�,✓ /l. .r �1,�� P/„., ...,, .� � ;;” ;r ��r rir �� '�✓ :i!/// /i�i//i� � � r j ri%rr��� ° rill r fi / �. Y 5 9 w/;4 �i In r � ✓a / /i All..rwub ,..�,� f. //i o. /r� rri r ,,,,, „. ///. r .J, (.✓.. b N 1 4 i.. ,,.. ,. ./, ../,. r.,. ,.. /,,,,iii.,,,//,,,,,,, r,,, / ,,,, ,,, ,, , ,” ,, � � x�l a r,SM,aI', ✓� �, �1 wy 4K s ✓,,✓l, ✓ ,� ✓ ., rr � r „y.. ,. /,/ / I Y, „rh ,. F .�f ...lY �✓� ,� x�rr Aft '� F L 6.»' ri„ i ;, .ii ri✓ ” r ,„, ... ,,; ,,,o, (}�..,�.(�/////,,,i��//r%/%�%i�/a�,%///i.,,r/i��.r//i r/// /i/i rr/U/err/ - /// .,� ,s-a�,,,rio ,, ” ,� ,. /,// °,,. vv:. / � kM� �i r ✓d 4.,d . rw. /,. ,, /„ i//.// /„ oil,,,. ,,i„r,i r%, / ;,,.,% r �i r ,,,,,,,,,;” ,,,f, ,i a: G. ....fir � .vw�w ,✓ ,,c w � w a,;✓ ,�;�, ,,, ��.. r rr.�. ;' tiy. Y f.. a 5 ✓t n. f A 5'x.1.1 al✓a;,.l « y,.r,�--, / .,; w ,,,., r ,� r,r, /r, ,.,,,. ",,,,,,,,,;�/�o"" r rrri ;//i, / „�,/,, /ri ,,,,// �., or„// r ,,,,, ,,,,,/, ri% r/ /r/ ri/ o�///�%� /„ /%�/�. ✓p ri/ ., , /, r 1. /l / /,.✓/ii „, G, ,,,,, � /i//� r r ri o /�,//ii; r. �// r , N,rv� w"F:� x�✓ya ��.,.�; e,x,. .. 1 � g., r ,�r r.„ /;;�r'�/ �/,,,;,iii r/,i///%i r//// r �r// � r,�/, ,Y, JF.f. � ^r s.r 1� ,�� ,R� 4"rw Ewf B��'��f,�F-lx„✓. �f✓,r.� ,.,,,,,; r s r ,,, ;,",,, ii rrir,� ,. ,/„; , ✓ii/rrr ,..:� ri/. r/ii,-ri ,,, �,: %i/i rr ,.,,.. ./ r / r�. ✓ ,,.,.� r ,,, ,> ,... .i Mir ,,.. „”, ,,,,,, l rir,/� ✓ rii iii rr r u,i/r,�,�riiii/i %,.,. r, r r i%/ i� „2 r ✓r,ri„r/ ����riu,rl�, J,i,`J`'.,,, z5 �r ,:,, „„”, ,;, ,;;:� r o;.ri/� ��,�r/eery.rr./s u�rcr,,. �, ✓i,ir;,,r i„i,,... %,,,,, "r r �l/ � //i r �,, io///%ii� „ ,,,,, r r J �... �� r�!�y r,adi rr+srl xn,�',w�;y r✓r�'«,✓fslN,✓,4/,r✓�;� r�!��ix�,� 4.,f✓w ��w.w✓e.,a%, ✓,�,6 '�,�, ,,; ri;" /. it .r. ✓.. .'r� i..„ „,,, r/ r ,,,ri.;, r r r r /i,,,,r ✓ <r, � .1' r ,,. �^. � ry .�. �l'�."l/ n � mr' Y,��,C.d��rF,r��wxwl✓,r..✓au ,,r/ri � � ,,,,%'.,� '�'.5' "Ar ,5� y% .nn „# G u �✓l,r4✓', 4{d�r�✓�+Y,�r�. l(d.r,✓r , r ' ,,/'i� r �"r,,;%r��j%�/� � �%ri//ri/i,,/ a;/r r ,,,, � r� �,/ii � /"%Il%///��✓ r � / ri r � rii r ��r � d L„ "�r✓ r r /r� /ii/i ri�r'ii rr/i l�;i rr r,/yr/ia/r/%�/iii %/�,";r, r" ' r / / rr C f r rr ri r/'�it � /%i� � r° r / ,� rA1�rR�� �✓il� "�i �/ir w 9.02 Visits to,Site 37 9.03 Project Representative. .3 9.05 Rejecting Defective Work, .....: ......... 9.06 tt zawings,,Chang,,Or.ders,a ,39 9,07 00'ey 7inations or Unit Price Work:.... ...... : ... .. ..: ....... w 9 9M I0 c sions on R quirerpents of ontt`aet 0 jct tnertts are Aece�aab�,�`�tj�oaf W�rl�..., ..a.,... ......39 9(.09 I iitfitotions ert tt tto,,�*,,r's !ut rit 'aii Respb r' ib" ; e . .39 9: 0 cttttfnee tti afetyrtsarl 40 Ail icid 10 tianl cs in the W ra,, 10: 1 Authorized Chabggs in the,Wdrk .4) , ' 10AZ Ulvpthorized Cllatttgea in the Work-1.1 41 10.03 Execution of Change Orders. .41 10,04 Nrrtification to Surety. .41 M0 Claims,. 41 Article- 1j asst t tieW0kh,Alt0W'Ances; Unit Price Work. ., I 1.01 C0 'df the,Work. . 4 ........ 11, A1anc 45 11.03 un,t Prl e 1�7c r 4 ..... ...n w,r: u,x...r.y wvy.,, r,rr x,wn w ..n ...x .,..w,+ d4 ,.,..,,..:A ,n.+.n.. •..vr .. ru Article 1� � hatj f Cttt4t "atharietirtila� it "1 11 Chatie Ctntractt fcer v�a4xJr htt Ott rta a tts 1 03 , 77 ". �... „ ,r� • , r r rr ;4ile 1 - tn+aynlettein „ tectt+n Ire ceanc �ttitl `' or 1 1 tk 'F hair g ��(y A,16/01 gil T� , i ii r i i i i t �� xc, ✓Afi+�f l✓�IKM;.Gd w�x f ,r T,�l rr�wq d , j y d I f „ -,,"',-,,,,',,',, ��1�l 1 k i//�4+"�3�i i i ifi m n,�.i�t(��.(i�i�r%/,i/l�,,.,}/,l,i;/,��i,!��,i i���✓'��i��/����r�t i C1�/r%�,//�/�J�,i�t1 ri/�i���///M`o%n�/��l�rp y%��'�i r k/'/cf/�iyi/i���/iy��%yp%���1{�++i,,;ji���%�/��y�,ty/����i^/i i�{�i i{��i jce K�Pi,/1i 1.��4ii�{1�i���/�,y i{i.i�r/e/,//t��,i/�i(,�y ia��,to/e y y rit�il,%��ci i,�rit�Y b p�fi i r'/�i 5n,//��i�t�{!r��/&{'i�r��iN�r��/,,,/,�A,��fi„,w,n/�i l�/�'�4,/�fit/i i/�/r i/�i�t"/�ti//�KtP�t�/�GA�//3 y"/i�/%�/l!�"n�i'J{l kui�,7�4A"i b✓e--"Y�wa t�.j�'9/u ry w�F i r(A w kYO lu�,�4 r e,/�rtWF�,f("�w�j f y��vw�r/qq7 r,A6 f✓,A�;H�w w,l ii i�x�/.✓�,r v i j�('fi{��i4���xwi r*+i 1 k r�,M Wcw,✓]r�±�+�,i%1i,',�ev�mw v wi!��a�'i»wq b,M o�{i'��'��,r G(/s 1�,/�✓'�ww 7��!xwft,f�f x Y✓r✓�.mr a✓rr y��+M i e���J P�ror�q ti}r,a,'i�r�c r✓+,r�`i h r+rk lJ JbiI#i+r"rj”�r.A�F,-9 r y!n G��Y��}r�%at�o/✓K�k</)r„/�y r�r��/�;w,F�n�(�F��,�rK 4�Fb r�'i/%M}I!,S�✓A✓w�r f yt n 4M 4,,s,r,+Y.,,r�,�a i��r,,,,r r«w�,;,,r,4,�.1:Y"1'.rr�«r rr x»dr t y Dwµj7�,k;3�/,�'w+�+w i� {�Gs✓�g,>,,yi,;�r,,�`r w J e r A a 7�w j k w�r��h�l r1�,��a'w r+k(l r yr,�kr w j��+Y.�b��f arn n i 1,,,f`,�i.�i%�f c d✓r.r u�r fKN w,x„w F✓,4 w4K r�n e n1�Yr i c,af,l4„w �f c b r/4 u,j e,�l w�+«�r�r^i f,wr i j„7.!±Yc iw,,i i,K a Ai�M^(!J���X w"�a��/1 a�in��M//�Gs/r rF w✓J��li/r y���wi,f wli�/M���ia'/a r✓,��r%r����i w r 4¢/�,i%///�yN�ii/Arttct4 / I/ww Lk 4 ,i% 1, x d� .r 5 y�F/i��lk�l r f'/+,e y���r u�Ji r i�w`i i i e,t�wr t'rfwk Fr,r;w w��x r r.z,a„�K�/y��k F{r�w s z,d 7��:"i�,e�,xMrHN'r f r�rd Y,1 w a G,,wt r F w�wr1x9 a u+.arr�r 1k yYs wa;n�.,5�ww,r i S�r n✓�r/6,��'+,n.w.fFwis�'rN i b�x�4 r;rw f�l•ii✓w”�/,n�ii n.i��p.,Gay 4�����;j Ii�4µ��w'i/�r f9 L4yk�i i y iwr 4�xfri/)§�4,�,%�/J�l r�%�,FY��'�✓����%�w�b���w4,rAM /(l wS��✓v�r r�/✓�✓4�/���r�?���rY�x+i✓f,n l ,w�1J yi°l✓a°� i3 d� r/w,N�!'{+�w i r:..."✓"N� r��w ia XY�a.f / # , .: i/ � ,,. �tg�c rntnirz� xKr��an �1,4t? x w� f 14. 19 Waiver of Claims I 5 ... .. ....... ,, „ 15.01 Owner Wy Susp yid Work S� , . -,!vpni 1 Iiiiat - elutcna1 a:CM 1, ] alid at c cfiur 1 Kt 64 17'; 11 ,ON,in1t ! r. 1 13.0, ohipgtatjo,ri in�e , 47.03 CumWativc e,Oie ....62 `7.brviv ,1 c1 3t� ;tlin „ ,..,.... ....... 7,415aiti6laaa Had: . 4r, I i pi i ii / /ii iii O i io ! ,,,� vi i/i i,// iii //p ,C i�;.✓ ii oii,. ii i � .,. ., i i! /i % is l/�. ir, i i, „�,,,✓ ,,,,,% i- „ , • n,,; ,,,,,,,,riii////r �� p/c /i /�/ / ;, i /� / / // �/ / � �plc �//� RD /� �q G i � � C�ti 4GIT61 t4C M D ai a I ARTICLE I --DEFINITIONS AND TERMINOLOGY A. Wherever used in the Mdding equlifements-'or Contract VocUrrierils and printed with biitial capital letter, the term fisted,below will,have tb ,,0ieanin s indicated which are a pHOble t h rth h �" rigular and' OlUrA,theeoo, " " , , teril with i ifial capieai lets rs in the QoAtraO )0`'unl nt anr�u 9t a tires t % a t l alit ley ar `la rag apps, and this titles of gather<l�cunter�t����f�wt°ttt : I. Ad radi r gfap ',, io, tcw ppe titn ��icf� wwvliich clarify;, uc�rrect, or change the l ddin gt)jren�ent:s tir the propdse "�illpct�ocurnell 2. A p•eement—Tlie Nvritt n instruri ent which is ew�id nce of the a r ttrient etw eh Owner and Contractor covering the Work. . Applicatimi ft r Acayment- Toe,f"t>i'ni acceptai t t ! agifie r-Whiel� 5--to be wqe byContrdctor during the c« arse of tlrt Wtwrk sin,re uestitt pro ne arr, final', a}rnents and high i ro be accompanied y sucli sppp rtin doc r,enttitt n,; 12. Contract ocuinent,e-_,717110se items so designated in the agreement, Onl'y printed or hard copies of the, herns listed in the Agreement are Contract Documents, ApprOvIed Shop Drawings, ether,,Contractor ;submittals, and the r poiU and drawings of subsurface and physical data it),ns,;are not Con rac t.D Fits, Ctitairm"'t pa rc 4 41*moneys ay by "t be� "'to Contractor #Q,j ecanapl ti ri oft W carp in accordance e wltt�i t&ae cant, t a uia ent ° a, tated� i�a i th reena tit f Ob t to the provW0,i of,P",-i"rAph (�, �'"�tr`tb a� 0 &�nii'�ric tai lc ) 14. Contract:"i"hia�M�;, "he nuinb&r,at# diays,or in the Agreezrtei)IAo; fit achieve N1 6tcarlds a".0 ;(ti eta to i° zaxia� arrt t trt►, and"(01 tta t t i 'w xctr w that it is ready a a ii N.}ayati fit eVAOnced'by Irt to et`'s written recta0t wiidgticaaa of final, payment, 15. Contractorr— 'he individual or entity with whom Qwner has entered into the Agieernem. t ast c tlae' ' f' Pai°aril 19.01 for afatatia „ 11,;,D)-a' rf i 'l at art �a (ie + + a t act l nt etat Y„ r teal t� a rrtved h „fin ineer Nvhicla ? p y gr p lcally s,Wv' the �wOpd- tXtent, 'and charsact�� -of ,the Work t( �d ��xfnt-med by 01 " p l r t�gS A c, 0 t raw>n tp ;o defared, Citar t � �un � � c rya-carac� rr "pYte date tttcl tea tiY friea? tan wash at lacSta etteetarae latat t ' sandat a�'arnate � tt 1 ;the datenucla the n i :; a*rtd // / ant a ettr� cf/ t ae l t pt ttae t K� part '; / tat, � a�' iarar�tdnM r�entatw naztted a� / tra thee//;�t / '�Atltte tc1;,a`neyy�bran / i tp�n t��("tty}}t r di �qq an I , tt�tin�yCV j / �. ,nr' / r;l/i/ /li ,„y�,>; +a, r,,,�� 4�r i, �,✓F „w .,,�- %��i%jei// %////�/iv„4:%/%���%� /ice r.,:. / f /P�/ ' � yI/i �;✓ a [' /', MI... G 4 �� d '. J✓� �/���� ,�r/i�,i j/ / ����/�r/�,4, /� /�!,/ � '3 t. /. ' r�!! 1r", / /, (l ��,�,`.�'/ �;��/� �i r!t ie,�„i/; �/j �i/�/ fir, %/r// �i✓/ ,,i/::i/�/SFr,,,�(�� / r /, / ��/ /.,i., ,///. r � /r/iii,{ //%r �^/iGi ,l;//, ,.J�/, /e%////� //-: %�//. ,,�///� / / ro y� ''�'j.✓�i, / .� / r // /1. / // �.✓/ / r /// /i /i% //// /f / „% �r 111M 1 I t e1t w d e/ //r /� ,i r !/%r / // /rte /r / irir 4 '+'Nn4 , 10, YAf t VW P 4"(4fAf1F rat!11, j�/ .! „pik 'MIRY / 27, Notrc�e (4Award Th written notice by Owner to the Successful Bidder stating that upon timely comp9iance by the uccessful Bidder with the conditions, precedent listed therein, Owner will sign and deliver the Agreement. 8, Notice to Pl,�r)t�e e&--A writl ra; otice given by Owner to Cbfiti"aeto fixing the date on whit the Contract"T"imes Nvill c nimene to turn and trn whieh Contractor shall stt,i try pc�tnr��th ' "cork under,the Contract �nts, i 29,, qtr ra y--"f art individual + rent ty with,-whom; onti4ac(or has,entered into the eernent and for whon•i the Worlcis io be, yf ern d 30. P B,v--F't fl chlorinated bi boIttylst 3l. . etroleuni--Petroleurn, inclrt+din ,diode oil Ot any fractlbn th reof which is liquid at standard conditions of temperature and;pressure ( degrees Fahrenheit and 14.7 pounds pe- s,quarie inch absolute), such as oil, pte"I+ e im fuel `pail, pil sludge, coil refuge,,gasoline; kerosene,"and oil mixed w4b other non-Ha ardtrus Waste anderpde,oils. i . Pro r I,;s; S-�,�jjedtde--A 5Phe4 ui frrep rc and, inaintain0 �y tt'actor, descrihln th€� sequence and duratirrrt of lleutiities pcairnlln flee Caatredt°Ts pleat to aecntirplisAa tie 'Work Withih the Contract"T'ii tp 3 "tttjrat` Tlr tt' ld�rstrutrrr f lxrki;flee orl; p bearcric ,tiler tse ntrttit 3nctanrel rnaybe,the whttl r prtr't 4, t` �c J r rra l kt uncl It ur��ent; r to t>/ti J0!,",arepar fair b}ddin i c ►d tTV01ti t lrrl; ltln tai" the lrtlrtrf, rl rr lee bc►und oir n fax -rh t `vclirrrres�r, er) trrredirtalle ;rctnfrat, r n g l J rt ' err tt ttr utr l�et.wl cRt"T"A 3�p ia N/tt afar ttrl,, tt 4 rte d /r i �e / 1 ttrare eery ,t o%12� ,air, 1�trre l i/ �{,j k ,y �„ �q "� p ( +�-',,�✓ day / " 9r' KS,/N YYAAt /mr,v'� 5,c'� IFFwTR✓FM ON �1 5yimJ P},,,N 9 �1+ ,A +F7 ¢ �"4Jf y y lk(,ryryj .(��ry( ii /// rf'T* �rstncd tent rt ii: /n PreSt //� , /NY, p that«t r ire matte Qf l // /i/l warh th wh sue / " t ""P, y /y / 'Md'�� t ,� kL/II' a �afta f ,, rf° trw ht��/t4// k ",,; //if'4'l �t Wr4 k4t�'M�4�7KJ /�/ /ir//ii///����%i//%��%/�i�,/'/ ,��� r io r, //rii;,✓i rii �� „ ,,,,, r / // r ; �/ " , !rii/ , , ttf/ h ai tr et/ rlc ;t"ti �t aft tG df, the"?iF t end ''/ fhe a�+r ft r^ter `tn G nrttrarctr p tatrr� �tftw rr / y r , „ r r ' r r Jolt t r ra'ne d(d� � �� rh M O'k,,Or rOct ,aa [ M71tiat 1 ti 40. SI qj; Drawaaav x,11 drawing.s, diagram,,, illustrations, schedules„ and other data or information which awe specifically prepared or assembled ley,or for Contractor and :submitted l5y,Contractor to illustrate sonie p tfion of the W 6tk. ll. it —I ands or areos indi cated:1,0 the ColittactDoepmenvs as being furnished b`y Diner upon svltich the Wort, . s thereto, I tid such oth r 1a �,Jbmished> vltler VM'ch 4f de,,gigiiat0d'fOi th6'use of 6rtfl;lt tot, r cr,���oik)ti�a- la part of tlf �rt� t t t titr of i ii � t at taf: rltte tat ent s fc rr*rials, gUiptnez systojps; Stan dar ttnd t tkrrtat S tip s applied, to the 'k ork, and ei�rtain administrative re ►�aren�e��ts and prc�cedut`al`rt�atters� l?lic�ble the•efi�. ` 43. "00 eono-4,k,toi' An individu l or,entity having a,direct co tttraet with Ccintraef r or with any other uc con wwactor Ifor the pefohiiance of a part cat`tfte"WWdrk at't�e bite, 44.$irjaslcnfierd ojnj)Iepi)n-- The-,fjme at +hIch the Work (Ot a specified paa•t; bere0f) has pr,o ressed to the point s01 ie, in'the opinion-of nginedr the Work (()t,a � Of"red part, thereof) 'is su fi iedtiy conl in accordance with the COhtraet Drreuw�ent' , ;ct; that tie I dtk ( r a specif l part t i trt f sari l util ,ed for the:purposes� f`iar whieti-it; s, i litend6d. "h teinas "suk>stantall epiprte' aind` �sial"sandal �edr�iJled" as applied t<ir part,of the !cork ret'erlr O`tantlal; etioi�tl? reed'; ���scrr� idfhe l �deiptrr�atfa '41,11 ertsf ltcl tt sltifiti� ynr"i�ua1 r "d � r�alcart �rtrr �tirwat 4ft f theatra t►'t aerllsvhac � trid di trpplelyettfs tttee aeat+ �l4id tet ltl3�n , ♦ A w 4 4rCrr rt �ta f actittrtatctxn lter dr rt nth a;rriail r �° , 1, a ,, z dkt tn � ,� ,,�„i�,,,,lr ,„�, i„i, �, ,i/%,��%i�i�;,. i,�l//,� ��/;��✓, ii�Ui/„/////,,,��C//,,; /lii/r i /�i/i � eet err, � ttraclgt�u��t � tt t ,ctr td/ �i�if r4�� y ( yyri yy ii ,,,.,r /%��/�1�� � r��� ,,�'��/�✓ r �iii� viii i 1„ rt � t1tt „�r lndr tdhh t herd ion p dtt dabfsns �u SII ' r. �y`- n ie / erne rtfucf r t le h1nth � r ,� i iii ii % ,,: / / � �i%i�✓% /-...i/ / ii a ii i iii /i�,���,. � ,,,,, i,,, f � tflI �7; ��� ii Oi i ira ./ a p 1 r ” 11 4� � 8 t //� � , a cwt, , 'iced n �� t+ tl tr �af+ tie t�; "z`ecu� drY d l k rtd arr addition, deletion, or revision, in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be pei`fornied or to enier enc ie.s. A "work Change,Directive will Trot change,, the Contract Price or the Contract Tunes but is evidence that the 'panties expect treat the clean ordered ot° do uriented by a Work Charge bitective, will: be tttc(rrporated in a sdbsegoently issued,Change Order ,following negotiations by the parties as,to iii efteet, if,ray, on tare o itract Price,or,Contt4n Times, 1.02 Terinhiviogy, A. The words and teruns discussed bra F' l.t)2.0 through F,Afce not defined bu.it., when used in the Bidding Reiluiaerraents orontrae:t'L9ocunrrwtats 'lave the itdieatecl neanin . B. intent rf Certain Ter-nis or Agje tives: 1. The Contract Documents inciude thetenn "As allowed," as approved, as ordered, as directed" or tennis of like eff et or import to Authorize an exercise of professional judgment by Engineer, In addition,, the adjtct ves "reasonAble," ""luitable," 4`accept4 b1 e," "proper," `satisfaetpry;" or adjectives of like effect or, import, are eased; to descril;" aut action or deiertni,natioh of, Engineer as to the' "ork. It i$ irrten4ed"AhAtt such exercise of professional jtrd traetat, actii r,, car d temlin�t"6 itl bd rsol ty- to ev4Iu,`,' , in �eneral, the '►NorN� fern eon�pliane e tw+rilt Ylte iriS`eirr�rtatron err;ttae C tgttttct 4rcu rhOt�ts and wwrrth'the dent tt concept oaf` else Prof pct a` a;fanctiotnr nNes o tv r there is a sl eifie b taternent ncfie�tt n outer a of 'l"lar u e of any su la terrtr of a s try iw % ' tttit tittded fated shalt ritat t`tec tine to asstt7uu to rtrter°ally elutY";0f";Airtreraby, ter superva e err dr eot the perfttrana�t e of the '+rv'dr , and? duty or author fy tai t a derta%e rs oytet / f po , rn t °(tc dntraetoiai�'eif s Th e t day res a cladar/ y of /hoursasudt�t hill naht to th net ordatht: // /i / f the o `"defeefive ea„� d1ao ,eta /// rd ` Jar /tfefw;w rot that t� / uatry ' rlfy, '' ter,',� , as d� dots , t � �att � „/ PA � /t � t �� ? '` � 1wr9 $� r '/ 77� (G /i� r ,l / ///�j/i// / % i / p/i b b "�” 1 �"+ �r9�errd ttntt � / / e laa ,fried pt t�%�7atttter�s,/tdcd�tfi, tk '„ rte% pyrraerat ttt re �nwtatfttty forNtt ( ,lrlr ,' rC ' � sarrred +y � ttt at �dtattrtak / ldttpn�art' " rtrd40 1 lttr � � a Kwrhwar�t�irka�runtufia °pph"rsp�taa, �7 rlffi�in�i; £ tr8 aTM/-00 �a ri�rTaiaarlittit„ r i E Fiirn ,sh', Install, Pejbrm, Provide: 1, The, word Nvhen used in COrlDection, with services, materials, or eqpipmGrit, shall paean to supply and,deliv r:said set Jces, ihatetials, car° equipment to the Site (ter some ether speeif ed 1locaticn) ready for use condition,, . The rrd s i Est l as Olen, used,in crintagctio IJII with :services, h" t r% ls, of egu prnerrt shalt is e0t to ptrt Intor:use or plod, 1`in l l��tsitictr Bald services rra��e�ials,pr gtaiprn rrt cctritplete curd readly for intended use. ` ► lard "p )i form V'x t wK t yid ,' w pert r d in ce nnet tt ,< at er�rice�,;r atea a9s, gar, equi Aient, shall mean toa furnish and instills, id services, matdt als, or equipment epinplete and tody for intended u , 4. When "furnish,"" "install,'" "perfonn," or "provide" is not used in connection with services, n�gterials,car equ ptnent in a eoit xt clearly requiring an ohligae�oh of Contractor, `"prtxvide" is ittrplied l l llrtles :stated otravise in the cirrrTit I7ercunents, Girds of ph'rss<that lamer wet -lnr4vn technical or coii,4kuction- i Ou tr 'or trade tn0ani fig are used irt;;the Contract l��urtaieiats in c"arice ith %rclx ree'' d ieat)in . A MATT 1 Itd + artlr ctt t dlr ?er 5 the d� ut 3 ctauuter 0 the gt*e 1 l t�tt net, It tttr shall. Xe t ; c %w ttri?ractor nae �� t f zh 13 trim r� t"rr4st�rrrra¢ lire arry ' rlt at tote tt rtarter, trttcttar and rttx all ecla ± ltf tt tote aft firth ecl� ;�ddtttdr�tal tn,5u�c� t� rtttl�e�f rn the �tr�r pat dittti� certtf) �'is rrl rrt rune art t t rrf /%/i/ // n y r !„ / , ,/ rttr �t / 1� t �t / ,� rt�� rtt�rdttp i `pttf xtt //errrtltesther ontraetit / ,/ per re1� �/ylr ' / / W F F'/ / / / rettftred tp purchase aral na4rntarn rttttttrd nrcle /// ;,/ / / air / / � ; ' � 1 sttt 'r led d7'i / a/ /i r �/ A /i/ r/ / ///r/i/O e:/i ti/i�/%%e�l i/ /�//ri r///i//✓/i/�/ /i// / 0; 01,rn/ . , 'tea % r/t /i t r/1 1 r fntat/r h/e/d �/jr�t�t t at tff c/t/�"/t/� i/tpadKIfrf //%r if p fR�'iH"/ TX IIW /P4,1VA�fW'%lT It %o%% � � ;, ,;� //�/;� //// /r,, / % // // N-110 ' // /,J ` � ti / / ' �t��e d % ,ptd � �� ` �,� �% ��+i�i,, `/' a�'t��,th��t`fetr�e��at �� �; r � ► nt��,�htl� � t „ , " ,, ,"t r ;�r �t�n�a rr�t ����,r��ri� tt��+G���#srr� �►�����t��rt " 2.04 Swrtin8 the Work A. Contractor shall stair to per forann the Work on the date- when the Contract Times commence to run. No Work shall lie,done at the Site prior to the slate on which the Contract Times commence to rum, 2.05 Rgfi e$or°titrg ottst)•rtc'tcpta A. Prefirtainary Si*0duIe*: 'V" ithirr,,10 days af" r tite,tffectiv , e Of the A rverp nt (unless otherwise specified in the Caeneral 12egiairemertt )-Contractor shall sulirriit to ra n er for tinnely rcwie : 1. a prelinninar"y Progress Schedule indicating,( times (nui nbers of day; or+dat )'f6r starting and corrrpleting the various stages of th ''V brk, including"arty, Milestones spat ified in the Contract'Documents; 2. a preliminary Schedule of uhrnitMl;; rand, 3. a Prelimiinary cb dule of'V'alu s for all of ha'�W�rk r�+lnidh includes quantities`grio prices of items whicl W, en a Wed 't� tl cr e�ju;it: ti rrtr apt ?ri t anal suh ivid •s the ' ork into j cttaponent: hard y°irk; t;ufficiettt detail try serve lrasas * r progr mnts during laerfrctian�e the "Urk. Stich piw tV;ill tn #tB ripptpiatetirunt; afteriyeadttd prcf%t alalalical trrlt Atenalii°l ?. 'a°"C FrPrt P?t� 'At(�Rr artttyatc`r , tsri;�aittrxt2ta tc,Jeprr, "rttrrw J Bdb stay ark s the itc rs ;ta cl at j n attended b a'ta t,; inrra stir, ngrne t, any , the a pprp crate ivrll d held tt to h tit�king dde tandnn t -b bard tta thr �orl and tta daseuss tle sus teft rnararahlrceclydt,fora frandllrti roi /// i i; i/. �'iiii s it ii/� Mnrt' � k� zq�s� yt d ottwrtt° s; e r n „ r ° htr r u al�tr a rayen P t � nr rnrred rertrds �% ///� r�. i�ttinA� ct l ' y 1 t a rrrd f nd a to k4%'t tt ��,,, r thy, erreeonti,tresttddr t ', _,i' / „ii C' 'nt.�` "t '�.i7 MAVh�Mn t R;bl.w'' M�'Mhl h� 'I/�%� C; Q;. -•� ,.(iiw ii.�/ {. ,�s� �/( ,,/ �y, /// bra / /i/ /r W i red r de � rdtrd tie� pt„�fantlfrrhr �nia�fh x � ty n / r , � fttt4 n r �/ �ii ie•, fro��ise✓,.rz�¢ r �..(I/� �i(�/ � ,� ///sy�/y( �, i i". � V� /i/� PI I, i� /.irk/ro iik s� w "���✓ �1ir tt, rntdat t ghdq s� err , and l +, '� e ' li�� C'titttwtt*hnalaee beas ,'lrrsba„lftirrw i the rgr �„ Itdu 11 tld l qtr c if rt TT, �`rrrlel ltoltssttt;�ri El 'fist ��r'k trt `��C�;fat�rlt"'trtan waikht� the � ttfr ��t "f'ai�°s, trh ae��p m ��"� �� ' laci`� w ' + r bra wrr � ( ,, � ',, .��� ��t�rw o �►r�;� tia�rat. i Engineer responsibility for the Progress Schedule* foi- sequencing„ 'scheduling, or progress of the Work. nor interfere with or relieve Contractor from Contractor's full responsibility therefor. Contractor's Schedule of Spbrnittals will be acceptable to tngioe r if it provides A workable aria ngenjerit for reviewiii ,a)!O ptncessing tit rei-pared sub brrittalsy ontra(tor" $h tdule of alit v 111 b 'ace�,ptaa l ,to En ike a;o f rm Strad sub;,tanc ifIt prrtvidt s a;r tic at i l ` ilr caiti' r► f`ffr c�iti^at t l r to eor p6fiO it darts of'the Wca'k,, ARTICLE 3—CONTll ACT OCUMENTS�- ICNTENT'a A,I ENO NG,RE ,!E 101, Intent A. Th Contract b6cuments are coiriplotnentary;what i�required by one as a;;binding as if'requiyed by all. B, It is the intent (if the Contract Dftcuments to'deseribe, a functionally etmplete ptc �t for Par, the to Onsiructed' JO' ,acOrdancel witt th, Cc � t qrt ► sr r Any labctx3 dot,mintation s rvices, matela� 4 tit' Nui ttt rut ,that reasofiabl may be inferred fro the "contract Doopmen ± of from prevailing caistat11�"O tt" do usage ask In t`etlu)re , top d uct - indi6tod n tt v ill"foe ptovtded l theta eats of * ofitally called fitr, t b6 adtlitac rial tti Qttr :, l ,ifi afa tts attd sates t° ta f10 tt ' l t � titt'ttt t l�t�t�maer t� shall f�±� ed P tiaeex a raid In Arttele`; ttncattds,� 4ifiettft ,, de;t, vn,atd2etth i / I tete tattd�ttdy{p `"f�d�wttt s taatt talr t t/ p /x 7i// � t ,fin Batt �trr a*sct�attntt� 'tai' s ,/,x, n ' /�� „ / ,� , M ,7­­'­7/e 1 e // y � %/y�, ////% � // ,�,} f iv tt / //i �/�i�i/ i/r i� iii /, !i!/// %/,� ; ii // i/ /,/, ,,,/ i� ,, % ,,;,,,,,, >%,,, tt , tdeet a a , , ,ttb �t,e, Ptealy at�.�`td,� tfat y q yam, {� y/yam, �F �:y ( �� p�� q .�y ✓�.,( q� (�( „, "�a� c/H� / i ✓ i i.�s, ;v��/jr���, ��,, (, � � iii%ii,�; ;✓ii i/ ,��l�ii�i ,r� .r//,i, ,�,i.i i �i .../ � iii :;ilk' ii✓r �� t+ �� a � 1le )0 '00 5p tfty ttutt ,tfu t '�t g1 �Op w "':0 { SAY � h - 4tffi6 �SS � ti � ninrf'`t(r;°l+ IC7Cww X11 rtphtrl: rf�r�lt ; 3.03 Reporting and Resolving Discrelmncies A. Rej)(. ?r rng Dl wcre,jwvicr`e.ti: 1, Cc�rTrr�c:'tcrr ,, Revi ^ref i ovtrcac t 1Jvr%rryac nt, 3 �cxr•c tear eirr f T c)r : Before ursdea�talcpn each part of the Work, Contractor ataall earefa ilyr st�aefy antf icom are,the Contract ocunie�nts,and check aaa r ri a ti at aat a u�° s t�a�r�in ;pan �t�� ���lic�b, fl Ad rax�a�tarn i tat�w Contractor shall prranaptl report, in mirf tirt tea l niatsy cdrtfttct; era°ua, arrabi�aaitti or d��a rangy y which 'Contractor discovers," car has ac(: L A Field Order; . Engineer's approval of a Shop Drawing or Sample (subject to the provisions of Paragraph 6.17.D.3); or . EnOneer'w written interpretatio or clarification, + �trtrrct �°aNad arr+ ,uscntjaar gar�a"tiPlierhal nrrt: L Dave or, acquire any title to cis` owilers11ip rights, in'any of the Drawings, petifi�atioris , or other d+'cunieht to r ec�pies of�rry tltere�rfl pi°eared by �r bearing the sear of 8n ineer or its consultants,inclOding electrani� tedia editiatns;or 2. reuse any sucli'Drawin s,Specific;itlions,other"docu ments, or capes thereof on extensions of the Protect or any other prat t. ilhout written,consent of Owner and Engineer and specific, written vcrificotion or adaptati+ r lay En meet, B. The prOhibitl rtt$ ttf tl-wis Para raph �,t�� Will �tarvlue final paIyr�aertt, or termination of the rantract. Nothing, herein shall pr �' de Contractor` from retainip copies the Contract , etr i ejtzd se ; 3.06' V- s ate 9 � afutheca t d Y' vaef t , ntta t r r by stt acrr►t t wncr tst n i eery that rr►, r hed WOO/ a lnntpd`t thc�;prtrlte �Opte {wtltx� gt as hard exesr pilesn eYct�ttnlc tedit�nat ,l�textar data, , aphfc , ttr ttthea t Pei, te, uttt�,hed + nly�f r tl e ar n en1060 �the rec*,,",a party, any, i /i ��/ i / ✓i , , ztc��i 0/1",tdtt dl° � )�,'b a ataflt` � � r d o f � clt elec ira�at t s� tlt r �a tlt t''s 0 1 kai/�/� li��0/� ���9i fir drepa cy l et tie ele t t� e aN the b t c tee fi the hard e w /// �O i ;' lecaus dtlter se datl t ed i f 9r i a 19191,,4 v / ied'� 4 i0 the Park r�a �nai/d/er rtentl i "th Wt•ACS rr f JnT G C t dlE w ,,l th t y"� Y p5/i 1 Td t4 1 i i r i �., '�hn tkiC �;; R� 9kYM � l�GM1 �i� zh ` �w t i 1 ....... ..�� $ 'f 'trkatntt a ,�ld ,1 �t� r �� ,� zl , lr<rabrltt %a�uet t' irt'�� I'll, $ �te� W ldudd a0 �w 7 #4 "a! "r ghj, 7 d! fie( ,rM ri 016,04 14� At t�,. , ARTICLE 4—AWAILABILYYY OF LAND$; SUBSURFACE AND PH S CAS CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REI FERENCE, POINTS 1 A. Owner;shall ftrrtalslt the itc, n a shall aacatify+ rrlr ctor any, neurnhrances r r triction not of eneaalfalaliaatio�t hintpial" rekatd t+ ;ct the' itetla rvltiich + iititrator latwut conip'ly,in peri rniing the' or" rr r W'tll v tarn try tini ly m0riner and fray s xtseztaents rr , pit°r agent squ tpr x or per ra n n ; an eta }h ; ";� ilt t if giant acto �n nets'are ula ble tca agree on cntitlerri nC tit n the at7acvunt or extezit� arty, of any ad r�stnlent in the oiifract 1�TE6e trr o�atr ct T ina to , dfh, =re tzlx a any delay ila wner tut i hi ag t ae i�ie or a,dart theretal`; iantracttir brt y nt4c a CIaino Iher as pr6v de Jta Para, raplt It�.t�S,' B, Upoii reason. avritten re�uest� Owner shall f�ur`tti�h C04traetOr willa� a� current statement, of record legal title and legal'description of the lands upon which is to be peifornled and Owner's interest therein as necessary for giving tiotice'of or tiligg,a mechanic's or construction, lien a ainst'sUch land;in aecorddtt d with appl cable �vs and regulations ', C antractor shall pr°o,�ide r all; additional Jands arl access ,thereto that may be r guired for tnilaaarary con;fructiran facilities err stcti`aerf matertltl'-'an eqtnprli nt. 4.0 1 C'orrdr4(MS, t frr�r°w rrrzc i' tcttt ita $ The a Iet tart' rand tg r ±Id tttaf 1 tlwc relit nn�« ta tca Cvva�ea` t ` ex„ catnx, axtd ter to; ttlttf'ace errnitarn at ter clttit�et�ts to tl �ule� ,tatd °" 6 " (ho (,r '! tn 7 AltiJA t sL P4i ''4+ fi ' �y / o � er of rro �}�tft n $attn to ex;st t ,O i/6 PAY- "Q clot;naa tc ", ,�„ �Y acntcy, et hrtc4l, � ' t retr / rvtng al " tatrct< ocineat � tte�li �te t is%tdetttafied lta the /, � ply 5' e ri ,x"71 ,. / k ,, Cd 'M ta// ' j"�'u 4r a'Tt+l4J'l�v / /' ' 'dyrya Me RON /„ rlla t� %� lei /, d tVet�( ett Q}plt 'if S / (,/�/: ,„,y ii�r� of' r d�� t d �tt. Fl4� � // �9� y " rtr tnpet �ton� ;dricrfcttt t` i ahecltnrcal dt �, nc r rr ' tr4ttt a,aretali �' r + t� u � a�i� 1����/%;' , J � 70'VS' 4 pr ( Atti pt' }Y' 27"I9ii �t + �5d4�7# W1�lt�rttlriMb1�� d '�� �kltfl��wfaxA` � 1 N 4,03 D rin.g S�uhsan;ace'w- Phys,.icol Conditions A, ;wicr e if Contractor believes that any,stibsurfacre or physical condition that is OpOvered or revealed either, 1. is,of suer natiwre as to establish that any "ide tttcal,data"`,rtrt� hrch onus tor,is entitled to , iely m tarn wd +w` ri Paragraph 4,.02 i n��it t'all ra watate- c i�of such 4 natwtre ns (o regitir `.a ehan e in the' ozitraci D �tot rwts,caw° differs n•w�ttcritt�l li�t�n�that��w �rn�x iddic;ate itt%h� �ntra�t. t�cu�i�+��ts;��t° . 'is' of an unusbal'nature and di,Mrs ibateriaf ly fi'«ha c6ndi4im,is ordinarily encountered and eoera,lly, recd ized as inherent in yk)rk, of the' character provided for in the Contract b currents, chen tcwntractr shall;, prrnptly atr bee,,aiainati�ar tl�eref gwnd befcwre further disturbing the subsurface or physical conditions w°lat✓wf w rein, apy'Worlc in cart%cctitiij therewith (ea w ept in an inter ency as recltiired try Para t-4 b 6.6, w� tify',Qwoer and Engineer in vwrifi` about such condition. Contractor shall rn in, � rVc � � nnection theiesvitltexept �;afr ;nid) urwl reeuipt d , rtttia ides to dri srt. r rc ra, ter a°eceipt rvt terw w rwtr as r quir+ed by Pitt t aplt 4 C1 �' n frt er X91 ' lratf can c tv es and tlytse rwww xwt +�vrttwnsatt` cc tp or tptly,re tc)re e ic6�s ty o Owner a olat t o nd4rittets itth rctiwtt ,r ottaat`t f o ri e+�r'S; tdtat`s cl c onuluqj6n ;' ; rtrr ?lrr ,����strtr�tta 1, pn , fi7t �f„ tdtft dtdt/ rrt �'th„ tl! euttathly ndjuw.l lti tntrt / r tiroa the ei�*`t �// ne / r sr el� 4 rtn y ,nr ce' phy 3cnlr undit� n �atitses a iw/crca e%'ztr ricer to �aci sr s c ot/ ttd n/r�4 O'd fdr� rfdrr anee t //ha� r�tr /th /1d 1tn � ' et, ;/ r *' ,.'�. /`4 p(y/ r /!, (�s[��f �y + M -Al L� ,YIA //X;At JI '5 �, r'jr' i�y¢,iY. ;Y "7 f `,.3",h�h, MG w�kfr��, „�t r �y M!l / G: Witlt:tF � / �dd� r/io' / / ���,,irty} ¢�r'.'r t�(rt%// /i/ !/y,,,,ryyi/���,. /�/ /�iiir %,,%y/��i✓�,,,�y�,%%r r/;;� ,r,,,L!, / / //� // r rttra; iw l �ll' 't` r .!wi'+k.NttR M� i ✓'� 44ibr 'rw+' 4% rrr / # "/ C/ Y >i,ra 't / l a f% fi t ndttttans t rt t r r '� ` t „ ° ,!I41ttraw yy ry ((dry ✓ /y; �,,/Cy/ /Gr�.F 4:Ft k+�,FX4kt��ll,A MP+ w ,k/+Qt�ne "" t�r// � '9�u N' / /rii r / /ti etteeuh ego„ttt /ua�nnl he � n dts der 'r Q f any/ e �trww 'ln, t � ,elralawr; t oaf study tn+ utt / / 7 f d,} r � iY �9,' f �tcrrunr r, contiguous areas rewired by the Bidding Requirerrrents car Contract Documents, to be ccrndrtcted b cr for Contractor prior to Contractor' malcing satcla final crammitrnent;,or C. Contractor,failed to give the written notice.,as Parttgrapla 4.03..x. if oNvqer and iiittractor aie u&abt �tO agr` "�a ,�ntitl z�nl��� t err tFr ar�� rent t•e, 16 t, r any,,of ��l�r��tn� ral rat tltA +,),Onfrtact ric 01A lrolh�� i raray, made t z rel0 s r ��i A d �n �"�r;r�Ta�r �� F � �w �e�„ rrert� �; tz � r�� t� i�iie��,r� raz any, of their, tfi r , dlarOt"O rtt ilael a ne ze agents, c nsultant , or rbct ntrracttrs l;all be lia ble, i6 ,Contactor: forEtta <el�airi��, e�a$ts, lasses; or danria s (incltad rr laut nait lirrzrt d t ail l e cl l r e,-; t e lr er `t j,teet;„ttt�rt?r ae` �, and Other' pi'(,)fessidOA and all c6un,:or, ar ratio "', ter:t�t� r .�a„� ute red leriion costs) sustained by Contractor on car in connection with,any other project atr'ntzcipated prcajjecIt l 4.04 Unaer ground Fire'l ifies A. k lrr,ra;ri r,r rr iac„rtt ' The iirrf(014* and date sl owil,or nd caied in the Contract Documents �OJth respect to existing lender rrraand l�ac'rl►tre ;�t or, �antrg� u� icr t4ze otieF ,is based tats rrtrnartitrrr ,a 4, rtt;x tr isl lc ; lvatit car: n r rrc tirrr of Such 1n+ rrrund P4046e&,: including, Weer, or `;, nle��� it'i� otkaerw�s e„expressly provided in the ; �`ul?��±cinta .`c�ndwti4�n�. ,, tvnez rind �ragrzrecrlaall real �e�5lnzal f ;thctirar ecitupleriss cif arr °' aah rr�t t),J)41brrrt r rl t ;prr)vtdetll lid ether ,, tand r tlzc cyst` l ,all c_l he f6llcur in a tl me ��rn t is n ,¢�c r e, r ntractrar t,ba l atll,iprbrlrty,4J ,i / / re" P + rr7 aid cleclrrr ,,°. k�� 111 a d Mi iiCr{ r�4 " iii PC i �� laa ,Il 1r:rrcurar ' ' " s,hc 't � �.`" t tern itt tau r t t %_ / /,,, ii „i ';I✓o; ,, /i„ w ��,,,;;, ,,i, /i/�/�/i /j/ „����/iii./%// /rri/i/�//i �/ i -, i/ s „ i to # r i.;iii i, „, / >,;; /% � ✓iii, ,, //�/ iii �j�/////���i/%//f j ii //i%//ii/////ii � „�„ ii, / � , ;2 ,,, o tbf pit z „' %/�j�%�i,,,, ," '`�f, ; ,�n",, .; ,�y�r,,• � yy���ia, tit���1�;/f� ��0����!���/���//l��//�//���� � //����/���� %u�� o,j, ��/i, �, ,,,/ iii ,pia//�� iiiia �j i�i i i i / i //�%ri i%� /,i // jri/ i i � ,' 5', / / "! ''� �: /,/ ✓ii ir��// iii/i // / /iiii i �„ / %i". // � ,, ,,n ,,, ,,,,..,;i�/Iyy/„ -„�;UM e".:a��.��i/i,�/// ,�cy �/.,,�/.o��r/ii��/�-./,✓ii I/,/I!/i ,/sii� 4 i -,; �..✓ //i s � ��„i; „��i�5}/�/ i W if 7J, / ����i� /���i :.�1j� � � .�,�r iXi'/% WM �!�[I iii/l / r�,�✓��{ ,,; {{rr � „„fi�x % -{{��� '' ”"- sir"/'�, r//��//i/,���„�,/��i i„�ei� ii, �� ,F� ,-i���,i/G/iii i i i ii ;k; '01, t rneer r l to ll re �le� � p p i UU *l Xtr, //!I wry S. i consequences of,the existence or location of the Underground Facility,; Dtjrih such tine., Cbritractor*shall be responsible for the raft ty and protection of'saach Under roundl facility. h ] x �.. 11f Engineer ct�r�cl!�das that a c�an�,e xrt'tbe �antractDraeran�ertts �required, a 'wr �arz, e Di iTeOiVe air a Change t roer will;bee is are tq ret7eet an d d acr iii rtt such ccarrs q aces. Ah, egxtit t le ad tw t en ,h,A �b�� to e;in th �t �t�P�i� --sir �trr�rt "�ii�e���errti� �otk to the, est �at that ttio ertbutate t tl ersttte ,tar loatic�n cif arty l lrilerrartrrrd lality that was'rr% sl ci ii art irtt�i at cl of" ritrt shc`a�Vnl r�6dic" t d� WJth r rit rble accaai` y 'irr the AJntmet D&Ofgents and t rat c titi°aetc r s rc >n it I h a of A r a;�ObOly have been erc eefod to be a�wAf&:pit"or to l�aue antrcip4, f per arrd c�rtttactarr are an*o,to agree vita ent tlerrrent,to or oll ftt ,a '001 err xten J l arty;of any L tnient j , tt°act Price or contract`l``irri s,trl veer nr Cnntractor rxia pI44,a lain then f r as provided i ragraph 10„tl5: 4.05 Rc,Prence Points A. Owner shall pi'crwid eghverin surveys to esttal�ir�h''reference �rahits for constrttetirrn Which in ij&eer's jpd raje, are n cossar 0 enable:�± iiMr0ctor' to prgcO with th of R. rintracto ihal� be re gran,,,,le, for! 'in tttat`th6 ork� A li g ` t ct a 'pr ve the e to a vatted i° t rer c e points and rofrttt rrrarritiiient and shall rYralte nea chattesr ratictn�, 6tlttat Otte prior i oein approve l o own is rall re ri t ngin r never"'"”"iy refer nt<x �ar *rty rtignurner�t°>;rs laast car destryl`air rettirea rlc>catrcn beeatt cif necessary chi �s in tdes far,ltd artttrisr ttr5 slratl b rnrble `j� lfecurte rplrtceraaent rar �elcat� rtt of such retccf pints r° erfY a crn n� ro '� �rtly a h dr rsts?artel 4,C Ftrysa ; ant r" r�'trrir!ttctd ¢rrdrtrl' rtt i e r 4, f tp d i ra�uir G ; r, t t� wfa�na �rx� ttarrir 't ' raeen i+ ra / ,IA i� r't JIWIR rr trt a ��,,,,ii; acurae nf,tae tent +data„ trtt arr} s butter rerrks'and -./ i / ��,c j /// l// �'1' , „�; i�„i, ,,:, ,,,,,, ,�„iii,%���/,6, p,�� ///.��/�//,�c�i /i i/�;/,�i v� ,/ ����yy f ,� '! lu; � �� �' � ���1 D. 'LLt t `+ to q oi�, rhae,an carrtr a at' st+ 1�+"ner°t r n tnrf+ r a �tht r WT/111,44111","n Ne wetsrtraets „ , ,,,,;;., ,ii /,::Iii %%ii///��� ///ii ✓i i ipGii 7� tyy � � i, / ��d„ i„ ,�, M"r- t. i✓ �^4 �,.; ,,,, iir i / �+ %t..+%+'4w. 44 Ns 4'T enk; �^Yl t t 6bF1 tkAtn 4� d endri` ,,,rrt it i kE i }1 1 l! i rMte+ htl� �� atdaI1t' r t �f`etatt tis,t��t�tcwnw �r,,th ,n��a�t �� , t ;fnfr , r i�t4ints° hi P20,07 C. Contractor shall not be responsible,for any Hazardous Environmental Condition, uncovered or revealed at the Site wbigh was not shown or indicated in Drawing's s rti°Specifications or identified in tha*Contra a Do uments to be'within the scope f than "o'cta`l€;,,Qontractor shall Ric`' responsible f0af,a Hazard(,aas Environmental Condition,, created with any ,naa 6rWs brou�kzl t�� the Site by *actor,<aulac 06tTac`t0rs upplJO �or an one fis,e f�a r�l��iti� urtptactcis is reIsl )its IJbI . . if i fractcar at cia ntc s a l lau as l au ;En��i rirt tttctl CIO' * and�>tataaa� m i c ntrac'tc) ter anycane,trynr n tantractc a i, ,i' p ansablt; r ates a a ud trs; n'��� 4 l ()'nditic,)a�; i'16 fir x 141t antrpae fiat l +; tai secure cir taC1� i a t cal at tt la ecattil ti66I to stO�a l!W `;,�n i�ri�ca�i�n with sur ft c ndita at uand itt any ttrea a ; %t th t y , actzdpt in an erngtgenc as ee uir 1'ar tupl C l A sand ("1 notify, Owner an ��n a�� r ��Jid rc«a���t�Y­1 l�e�e�ftei° c�r� r��� �;tt �� riatice in, ra`it to ). Owner shall promptl consuult'wr th n nee'r c��ttcvfn o ,the necessitg�f r Owner t retain a qualified expert t ate, �ueh ccindition o� tape corrective action, if atay.' Prcarnptly, Oft r consultin with Engineer,Owber shall talc ,such�ctR ns a i qce nary tca p a" it owne to timely obtain required permits and provide Contractor the written ncatice rewire fay Para aaph 4.06,E. E, onira�tnr shall, not be required to tesohie, Wot ila ccannee�watr with wch cnufdi,ti0O tar in any, a# e tu~d area 4116' aftea- wner'has o taan tl,any t� uaared i,64�'a fated tlf rt�t"c� anti delivered, ncatiCe tcs Contractor:, (ir)npyaat flat such ccanditu�ara �ttad arty affctcl;Area i� car has aeen rdaed safe feare aesurJptain taf Waa , rah fit? "P,eMata' «and'9aeelatidakicaiis'urade which suclf; carl iuy fig�esui ±d safely if+ nea sandanttaetrr anntf �ee a t< rit�tlererit th `tbfuunt t etnt, a, auar attt tirt' n % tat ,y¢ �inaea�, n btth,tt a aeult tat *uli;°earl ,atrl tauu � �ul'cndR'jttttd vaaet' tr as a teed fa ; rnd ladattanttc, Bath art rn tat�a 'e a tltd' „ „ / s prc d ± to araxp a u a avt i ,,, i „.,w✓�o %� i;nisi %����/ii ii,�,,,,i�� , ,r ter r cut stuck tea atZen t lct 4ey, nil ��t reunte �u h Wct�+ � ed A, s„,; ,„ ,/�ii ii////i iii / x�i�� /�� i � f�j%j G i,/� ✓r,;;',�� �i„ ' ��� /., c daft ns, fhen� tyner aria ¢aru� tR rfia� t to th ttt j ?k i ta�� a/A � anatanf'csr e?CtI1t a � f 77T�� {Lwr yyn y 5 0j,h ,n, 14 � �� ",. ", i �/ } � � + i a 1 ChG� k" is 7// t sf. Rdletd� ,t ry ,o// t kt ! C INN, /�,, r / '- rtd /i w/� „ ha � h1t4nC ��� "„ ,,,,i i i a- ✓, �' ,,.✓// ✓ � ..i ein,i/iii ,i 0/0" �/..✓' i ��j /,,,�,,G /,i� ,,,,,✓i�,.,,.,, ,,, ,pprr; { w,, „ ,�,r�.,,���„i ,;. � , ,r�, n r // /iii//ii%/(//i �% i �e,' ii p ��,. �i .,, .;,,.,,.,.-, „�� <;/ a it l .;,,.., , /, i.� �.✓ �� / , :., �� �: ,/., "r" '� ,,. .>„ �. ,,,„, �„ G, ..✓/� n i /, .,.. „,,,,.. i ,..,/ i////. / �..,,,. ,:.� iii/ / ,'ii//i i, ,�,t� / //�%„ ,i ri, �,,k, ig(yyyy��{ i((�,�,!,l, r �,i/i//hi/��i ,���c,.�//%i� /i i%�,,,.�„_fir/ „iii, �i i, �, i✓ i� �J�� 6 ,�. f'i�y t ti H. T o the fullest extent permitted ,��� s and RR i i� � ' lat ns, Cont aclor shall �indernnxty� and hold harmless Owner and En in er, and the, officers, day etors, rnembeis, p nn rs employees, agents, c n ultant,$ and,subcontractors o ach and any, of them"from and,qainst all claims,casts, basses, and d;trna, ds (,inetudthg, but nat l rs ited to all"fee's tt d; meet uch additiaant�I requirements and qualifications as, naay he provided in the Supplementary Conditions, 5. 13 Certifi'ccar s ofJt?qva'a ice I, . rantaact ar shall deliver to Ow,ner avitla ed t 4ta each addat"Raiaal insured ,grad payee identified to the a laMenjeiatatay in ,t Sat" 6et1laOx t s of ins;tar rr e (,'and other evidenev; oaf, aar rani c' a� yue to l by t �vraea`chi axi,y atlaci additr nal fnsUi°cd;� wb h rantracltaa a r; e taiaed to Sae aaacattlin. ` B. Ctwol r Shall dcliyer to Contr cior; with c a is, tqa eacb tddt artial insured, rntl -1 payee i ril i d in tla afa wlentent � caaadi jnai , rt 9 sate cad a uriiri tw l ta¢l tl r videriee cat iq,s,urance requested by Contractor or any the Wdiiti anal i�n�ui' )hich Own i5 required to ti�claai�c aria aaaairat;�ita, C, Failure-of OWher to demand siich cegiftca ter„- 'cattier evIjdena e of ontractoes full compliance le 'pc requirements or fail to identiG a uat fy=a doticiency in:ccarnlaliance from the eviddp,,ce provided,shall attar be of b actar's Obligation tea maintain, uch'i*,Or4nec I). Mier-' dt4`aicit represent thal iaawtarince cria`ac andaaaaatliih in (his Contract taecsr'g,"riiyikt adcluazi tee rata t +tataataa" "T77r'e,an� ua`ance anal` �natx'rttce llatl rruarel bt ; shall ,rapt /� deriaed a lt,aatatticrra n li <�fia�dc�r llae txdtittlu"ic' l fi �a�eart tlte, ttartset ► i,terai ;; // ,, of <, v: atrattar shall ureha Sac a�attataita „ i4' riauade ;'/ /ao raattaa i e tra aiq / k / p / J , � taar W!!e � J {{rr "/ t tt1aX lax ea °caaaa eaatla � + ll l l ft l t /�t � r li l yee attnel ' // %/�/iii'i//✓j +rx+taf/i/i// /,,, ,�„' ii ;"„ / r// /%il/%/ //i% / /// /. , r / / � fir/ '�,� / �/�//i � d d d �ath; r //i/i /�h9r� > �J 'W �p '47F0.#Y1 ,1M47 � ; A' U;� 7UFVal1r� /r / // / r, , , ) / .rr �5 / � Ikri lraalat !+ , acn t " w4� 1 t a. by any person a, a result of an cal'1' nse directly or indirectly related to the employment of '. such person by Contractor,or b. by any other person for any giber reason; elaims, ttaa Batt afros;, othea tb tta the Work,'rl ztsdll, bet aiise � ';tr jury to de"sttucticiu eat gible pro rt NOCrOV r 'c� 1nc'I did ,loss uc st��ttrt IbOrOftm, ;and , claims for dalgiag s because,, 6f beadily ioiv, y tit' death of 4ny erson or pmpegy dnrila e arising cant!of,the,,,ca neisbi ,Maintenance car us, rr `any rnr Colt ry ie1 , B: Th pealccies gal lessee°since requi'rjzci y JI'i$Parogr4 h 5.04 klial1 1. with respect tta insurance required' by Para rviis' �.N I thg,)ii h 5.04A.6 inclusive, be Written on an occurrence bass, include as anda6onal insured; (subject to any customary exclusion Te ai irrg, praafessioi!41'iiabslity) CMNv ef acrd Eaa sneer,and any other individuals ear; entities identified in the upplem�-iiiary Conditioilh$, a:Il of`vla na Nlaall be listed,,as additional ' insureds, and in(lude eoyeru e for the a°espec4ive�eaff1 cr ers, da ectears, rnenrber , partners, employees, agents, consultant, Aiid subic nttao ch end zany of all such additional insureds, and tiro insurartee afforded to th s& itdditieinal nstii shall prca�ide pi'irnary craurae lear` ll lain c& reil thfby°, ln )ude ai; lettla -specatJcrae sand aaatteAn brat ntat lest dean the liztrt�; laablltlr pro'tdecl to h u l rnetatar tandttt ens ty t`e �� d Y , , "' � A ecildtreans, w�abtlaeue 14 tom, include contractual lactltly tuaane er�, pntaldr' ; !deatttrty as ude Danahs day 11 nda1, ! abli % „�,i, „c /, / „r iiriiipi i .,; /i.. /�/i il i ii%/I stain rsicn+ r endrhr �t ka t t r 1 a s t, n ,be`' W/, fir ra�e��t�l re��we �►nhl,��,least � a ���dr� rtf p ��+�, ��,�e�� r;��+en t e� i� / /i �� //// ///�/��i%i/ ii%.... ,// /�J, r �� ,/I !OMNI rtt�el ;,bpd aclt l t , t �� �i�retl entj�l ed to:t to tap e dt�yt r ,�a d ,/ Y�, �o(�' y(�/ / "„}y,: �(/y,,.��n�gi�,,,y���iiirri/�i7i/Y///„i",T( yy,jf��///y/yaAf%// f y�, ///%l ,'J/ p y��ry l�vIt"tw K",+ to AM Y 67N 1 e7 tkFCt�IS � / k//////� �til i,t91'1 ,i i �M�4L ,�, � rid t �r i to lu' t�,led i , u by ,, lSil p 1 � �n t � )�� llo ptraui � , / �� i /i/i/ r///,�//�% //i� / i//�%ii/ 4/ ii ii /i i i ��� ��i//Meat € to edtit least nrti�1rtal� ;, ��r�� / A apt„ pd Its � let11tn tautaeu arty iii / Sri i� �r i i�� 4 �trl % n1 % �r accr�lrrc 'fit Pa � , r i it i i i r ;/ ar , // // / All A, iii 00 „A ' ""•q ✓ ///�iii/i�///ii/ ��/ i//Ji ii i i r MITI u / ”„ xr s '�ttiatraclear lrallarntsla nr�;and% ej"r', t ' f��dtl insect tdititted�`:l p ,riry ,' 4 ,+�lb�+7r'' ' � i �' � '� ' 's�+� il�! 'Fi, ' 1 't'�,,. i ” at tilri n � 9l �� y + X a t d d �unatattri+n steals nt 1 pays+nl and r & V SAC "A,7i� s � r ndt4ta }rfrt�eu i t e, 5.05 Owner's Lierbllity Insurance A, In addition to the insurance rcg4ired,to be proyAded b Contructor'Onder Paragraph 5,( , Own r, at Owner's, option, may purchmse and ai4i t in,at )wryer`%' cx ert�e Owner' 0,rvn iiab' ility insurance a$,WfIl pToteet QNvr air a ainllf eit iry wbiety MY under ilr Caantr•act�icirru�retitw. 5.0 rriperry ,' iiley� otjjei' j e pfovided in the up leine, rapt aitipns, .'NV`i°5i�u Il urn r a r rrd r r intai r rolulp apers in tine e u rn e rt tb t of it `,ttt re la ty ctyt,cry t lherepf ubjec so a °d r ar tible arya uwr is tra pr 4dc d in 4h pp l rai ntatk rtdibo s, or required,by and Reguloiptis ;' ras rrr urr aye , to it I. in laud ire interests of, tamer, Crintraet r, abeontractor.�, and]Rtigirioo r, and any other individu4h�0j, entities identi�j d it the ppiettt rrta C rr dii tts, utrd lte a ccr , director , r yeinb r , partraersA eryi alrr ee , a, orrts4,, cor%� ft ts, and t be irttraeterrs rrt' sash and aryl of them,, e�Wlt Of whom is dee!* to 44ve an rn�itrable intere,;t, o be listed,as a,lass p }� e; 77 e r rrtt it n a Buii�er� Ry° `" ill,rrsir'" p lir ftrrny that shall at leapt ynt, d �yi ur in e fir r pl sre ri<iry ter` dartia e i+ , tlye ?atirr to r iar a rurii in s, i l euv yrlr, ant roatei°iatw hd e rxipnt �t its tr�tnsat an $h yn ari° r ai �i k east stye cilitav ti rilw rir;eau e t b s it iahtyirh , eatteI-trcd r t rap , thrialtsrn and;ryya rci"tA nlruit ertitrtte / eti( ar �„ ri rctirtaf, detiyyrlrttrceai�i enti�`ce' t,/t„mss acideuiutn , 14"y�'�e t they:tli�cry t t ra � k� lye, t r ,// -� ,�,' r �,/// / l �p �;, r��t�,� r°etta�rea� tir��rtrppias°t��t,`��`i� n,�tt� F✓/ / ��,rr�i%// ,,. p P/,/,P/ tyteiradr ,,, �T /iii✓ , rr riiii//l/; r i //ii�i�r /,,, ,;°,/ r,,, �✓/ii/i0 ;�� //;/iiii/ii „/�� / ///,o %iris, i/c/,r, - p t t i trat/w a 'ed icr�rt ,/ t' e tlrettrde r att Zfaf rt nude " l r ��„ ,,, � � r r ,,r „ ' � / /,//,,,r,, c / ,,,, /r// /r< /// % //////// p / lr = ,,,,r,,/i/���.-.t' /jri//,/,ri/ ,r„iii - / ii�/��/�///%//%��ii, ri � �/i,;;//i//i///,,, ter,: S ,ri�-r; �/� /i/�j r/ r 'ro / , r �j�ri ,. � ���i//i/ ;,- ,.'; t / ^wyi/ ttrt�rt twttirartt , ,r /� i r / r rr/ � � . / /.r r ✓/irr �ir/ f r,r %,;. ,r r .5,/„ /�r,(. J .i r., ,, Ur ri, n-„✓ ,/////// rrri��/i!/�rr„ /�,llrr�r„yI r/�//I/ /j/"�,ij,/;,, /'iir ,, ��r// 9'•: y��"j�/fir/ ! lR4 %'n"Mf/ ,;,� .n d '� ✓ x r /,„ / / , „ /,,/i/,.� I �,r� / ,r,.iii ,«, ,,,, ,. ,,,,,. , r j/� ��r y� > rr r r/ rr// i//rrr r,� ,r.r, ;,r/ � �”, r,:.,. "�” �4i+tr'�+A�.;A �r�r,� .°,. f // / / r /r/ r r/:r ,, 7 r/,/ / ,r;,i / r.. >{� w ,ice r - ,r r /�, it/, r ,,/�` // /// /,/ i, :y1r ,,�” /�i'i� %� r „„r or% ¢rr / .fir /�� ,/' l� F, W.9 t ,�9 r. t r "rr r,✓/ /' � t` r u ��"d y � ' / rnrwt d /err rwtrttr/t ntr e b ' t u/ d t iif / + dtfi er r / r Ox �� td� 44rw + a �CrEgt t� � 4 "tfiii /�� i I rs� mia�a �a�a �q�►�t�r�fir'�r � ki► b�����rr ��. r� ��=r���, members, pailners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as a lass,payee, C. All the Policies of insurance (arid` the certificates or other, eV d rice thereof), re aired tm be ttt b��ed acrd maintained,in ttec'p,'�`s�a,�tc� ��!rtit tl��� is iafa� with ontai` �a�iriaitiirin or tads t" en�ettt tb&9t tl cc�e e,a e altc riled vii i ctt be t%ncel d`ttr m 4, riaily chap "'to rep al relMtr peel until at J)",' tt0A'r ofjc,6,leas i ert giV, tca tcA� and tct dacl`tc��her lt�s�s��aa� �tt�rwl�c�nt a� �:; t�taa; t�f 1����rr�rrc�laa� ¢� t���ticl �rti� ��ri'�1`crr�tt�in �av�a' art is,ions in accordance' With 'nitt i Kph 1' ,pot ni ntatnir and i petty i nsut°atee specified, in hi, r t It ,:tl "td rctl t t a t i f", C6kr4e ot� ixl arttia t r ;sir others lit the'' 'oi l t t extent ctf any decfuctibl 'at nttt t th it me:id nt fied t a`rap lere�ent ry can�tatinn . ThId risk of lass within such identified be borne 4 Cmntra tear,aubc+antractors» or ojhers suffering arty such lass,and-if any of therm Wishes,ptotaeity insurance coverage within th 'linnits mf.stich amounts,each may urcha���ia s��irltaii�It 4the purchaser's nett expense. E htractorreque%s in writing that,,othet»s do.j't1 xtz�ur nce�b In hi edin the Or�r�retty insurance @eta"l ies P-rovidpo under this Pa�r4 ra la :��a, +��vti t`�btt�,l, i� ��ali� �ir�c*lode,such itis,u��rtec»aa�d tie o,I there f will chat�gea �t� !�"catatt�a�tnr; by aPlwgpp a� ban e C�ader. P cr to, n1nc t f rlc at tle xte, Hil as t t tl�cr�ts'atattd hee0 d,by3t %„ 5 A ry r r It1t // / ; rittrraq�tt",ltd teeda't ttl# ' ifi / d1C " d in Etta/ e rt�t'P', wrap; dt �tvttrs dtftacrrt ubctttacr ^ttc ,� �r }/ 'atl 1,/rtltet tttdi+tt�nl tt atttt t d to t t PIP fern nt�t ' /ottd� ott 1 4t r t t cex dot» t n�exr bit / �/{ �� ,�; f d �xli CFctd rtmirar al,l 1� r/. fir, � t to cfte tbreb , ,Ctteh � °' ;; ,„ c„ �//�..,,�„ �Vii!!„". ,,,,,,,,, ,r,r,: /�✓v/,�,,a q„,,:.,//��/ � r ///�!/� J�/ r / r r „' ,„ ;r o ,,,r � �% '�” I✓,, / 9,nJ'/ ,r/ LI"i,/ i,,,/,� ,� r ��hA �? � �?� kuN®u4r j� t ;,' r///, ✓,,.,,r r/�i/ / ...a /,.:. / „// / ,,/ ✓.. 1. /i i/ //i fir.. ✓ / / ,.>,,: ',,, / <,/„, //i,/,////1//i/,✓ir;, /,,,,,; ,,,..r�, r�„ /,,, ��/Gr,,,, //„�/ii.,.�//J/„ ✓, ,-.,/ f%/�rf/,r..,/i/ i1 ,,✓/,/ a 1, // / ,„ t to tt ae a d.aa ;t tk ttd r ;, �, � '� � � .o� �I� �;� �,, �/ ►� nth , ii /4, / r ZOO / (�� �k .d�.� C), 'T 1 E�#A'GM ArA' tYw'�, "r �'' 7✓ r7LAlj'h� �3!/,'Y�'' ,'�^n�'/ �U ri t'(0,',,2007,N t �feWt�i L� r/fSrr b ��/l 1d � i/ F 1 r knt►4 k/ f Nf�dAkf ., I. loss due to barsine", interruption, lass of use, or other consequential loss extending beyond direct physical loss or darnage,to a ner's 'Property car the Work carried by, arising out of, or resulting,frorx7 fire car,other perils whether or not insured,by Ownen and 2,. logs or darner °td the completed Pk,)je t,or;par-th ereof cause l , arising,( t,of,",or resultin f'rcrn fire,or-other in>sirred pei�l tir r rruerf lts ta± rdtt pr�pertytisurac` rrrintaita on, th rn let d pri j e i c part, thoire f l vn r< d ii►u ptrrf%l tttalt aticitt ur uant fta f'a�agraplt l at:, afiter r l tt tl a l'+etx t1;p t Stt mt toy' �'' r agy"P� car of ie f In al, payment Pur itt to 1?aca tapir . : xi'3" insrarant e ppli y ntairrwtaari d by y r}fir, c r ti ; trly,its ', c rain e-or axtt e irentittl loss tferrd to iti llitryaaalah 5.11 . ltalt earrtaznarfar `tia ft l� effat>lttt in,,the r� rtt oaf {tyrntt of any such (ohs.„ darnage, or con'. quential loss 'the irtstrr' r'4 wxl have nab n gts; of recover, against Contractor; Subcontractors, or Engineer: (or$ mel rs,, partners, a rc i employees, agents,consultants and subcontractors of each and any,of then. 5.08, Receipt and Appliewlion qflara'urane e� Pfoc>cvrzs A ;Aqy rrrstrt°r d I '.5 tarrder the pca�, �e�o insurance r u�red'l�y Para r�p�i 5.t a i�!gll bq,lr�justecl with tier,acrd nj4dt-*,`payable to+twiner ;loS&payee;4a flee i;f6 rtsts m ay appeal, sub"ref to thtic ro a vaient eft;air a ,liable ��o r e ela6'0 d;ctf pai�a a Owner, r. ' y lP gyp; shall 0pcAt rn t separate ac tritut day money-s' ret; ry d and shall dS rrbtrt < t it�u acccirdaric{e ith such ateat� t a cliff par�kres tniiiterest rria reac� ,,Xf dthdr, ecra'aree ent i icacled y x ' Ie damaged "r? 'tk slaall be rel�arre car repla +� h� ntcny� sa�a` etved pltep acevht f elf as d'tho + r and,the co t, F� � ��; vn r a fid eta ty all tiav DWI,t :adl� st< r htt+e «s4�, `t tiw �tnatir r nrrle one; t ' t 'a rtt r at �; all ,� 't t n�e �e logs t' t , tt ete' ;thrt elt ''��tll S. eltl p t at I t "SUMP„ap �c a�rri��wce f;%%a��;,� t�'r' rntete� na�r� rea Itf /ge 75 7 ” lA, ,ice td ,t lc rt l r tit uare t dt d o a, ;rrt'�,ITKCrest Wf- `. s�i„�'ill/�� %i�.. i/�/ ! i�,c,,,�„', ,f�i,i;/�i� �i ,s+ i -���i //, � ✓.. // �; �� ,;, „�, / ,� �, %i „ � ✓ '�, / iii % i i�i ,,, ,ir,,, �, 'M:, �a, ✓,i ,�, „ , �o„ ,rte %. <.:�� r, 5,,,,:: � i//,,�/r,� �,,, / / ii///ii / ii �i i// ,., i„ �-. I, ,iar. o,,.,, //.,/i//, � -.. o.�i i/.i,.,%ii,i✓i ,,,,., � ,,, ii //,i,t i �, i//iii/i�� i/ %./ / % ../ /. ✓. ,,,... 1' - / ZZ t „parfy ,trays tit; tttytlnt 00 trr � n u t f intere.t�; at the expense gal'the party who was required to provide Butch coverage, and a Change Order shall tae-issued to adjusa,the Contract P64 e aem-din ly. 5.10 Partiol,U il%,(rt on Ac°ltarowledkinc ig of Pr(,rpwirty Irtsol-er A. f per 4�nd tt txer�aaa° taaaccuy gal°�� �tsrt laatt� ' 1t "i31' sitar t �stt� tittl Ct a ata to ,t?` 1' all t a c r a4 r d a1 tra l aria t t h' 1 :t 5 n qua 11 tape 0f c a ati y Shall !e fiiieke b fo Abo insurers lat'd i` `iaa g,,the raj e t ta�ua'anie pate atat to l?ar� r'' ,ll hawse telart l d r d= niotioe thereof" and at - r ttn , 1t ' ted any ch4690 %n a ov ra e necessitated , then kay 'The it►:saarers pr(aw�idii the' prraperty;intiu ranee shall cons,'Ot by ettdorsemea tan the tz �t y't r pi eie, ; taut the �-aic�petty �t��it ttce shajl :scat h nett e�e0;gar perirtittec� '16 lapse pan, ac aaiazi al riy'stacl7""Paa°tial tai ncy. ARTlfC 0�-CONTRA.cTOR' IRES PONS'II)ILITICES; 6.01' Supen,jfion,and Sypvrimendenee A. Cpnt*tgr shall supervise, inspeet, 'and direst-the, Work con) pet"0tly and efficiently, devoting tt�,h atta satirk P- 'el to and,a g l in tDeti leill t d x a t file a tai y be taeee 5ttry ter p04orm the ofk Ott a tordmvv, Mth tha Cohta-act t tarn ar l C'onitraet r h�l ,h lely r pra a tale to the 'ta�ean, � artetht d�; ;t t hini it qu+ ee taZd r eduir oaf e h t uaetjo?�. Contract r shall naat t rpratahle t<ii t o-al*lienee � ' neriar nteer iti th t3 ,�,trt carpcatieatiari �a1'` ilsc d at tl t u r cey r` ,rcac a t lre a 1 itn�t h r Orin, , ad r%rte � x c qu� �e rud th �; d aaacl e to Y erl toed lay lh "cant l C)a�uart i o iii��r ✓ '�, '�%�/ ;✓ ;- ii /iii%��' t atlttrtt ur► ,rh lraa t�i�ea Crtttaet�aa# h ,l� an � rtrtt aetdeatt rt en+ ent het shalt rt t �e�a+�11 / wit , t ttt r► ti ,„� + ►t 'arad f e r ex �. t�radtn, t; a�tuta��lan� ��„ „`'' i i A rttral6thatt� rtdec turf tta ,h er+c fi t' a �� pya 4i t lwtt ' ,�„,��i✓,��i���%��il�� ,'✓,i,�i%/�;✓„-„i Air✓,,�. ;� ,o ./, � ' ✓,i;j,�/�'��� r° �.,,�/�����i��i're/✓„ i i i ate ��t� ttlo��t dtic�rlt �� r h�{�l ', ,✓„✓✓ i//��,�j�/ l /i � .r ;i3 !� '"YI'��ii/�� �l� i ii���/i ii� �, ���� ,,,,<o � �,,,7J',,,� "�4✓, �4,1 tt+r l�MU�1';✓; i i, o z / i ( t � "�''r ark � �- °%ii� ��,,,�� �✓, ///,e„� w,,,✓„i, ✓ �i/�� iii,✓,,,, /ii �'; �� k„ t tti t , al t ptetttt l ptrr„, �t1e' t `tt r at tlae�` /iii i d l + ✓ a 3c „ ✓„', ✓, ✓,-, „ c, /i//„ ii��// � ��: ✓✓., ✓�. //�.l/. ii //�� i/ �%ir/� � iii/i /i / / � J l/ It ar ,,fir / � �. , ?� �../ J t�� a �✓, what ,t �� ., �„ ,., iii/,,,,, ,/r/�f✓ i�j i. ,s, ,ii i,✓„ � /i ��// i ,/l ii,... %/ /✓,iaiiii i! ii,�i a i„ �” bTt , r,/ �� ✓�/r,,,,„� � e ✓ , - WA/p ✓, .�/i� / „/, ..i ,iii ,✓. �� /„i/l„ i a/ ./ i.� „v r✓;;;; ;,, �„ „ ' ✓� ✓,�,;,,„✓,;�� ,{/�/i//���f�%i/ �;� �i „/..i / ,„-/!, / ,✓/oil/%/i i,i///„i,�,��/ii //ii�/ i cal% f�/�i%i ✓✓✓ /✓,�ic,✓✓;;, ,,, '. i i ✓/ ✓✓ ..✓i � ,,r /,✓ iii, i i..// ri.,✓ _./.. / // J //% � c,�, ,: „ ,,; ,,,,,,,, ,,,;✓o r i„a/f/ /ii�///��/i////i� i! ,,, � f%�%/////r/,✓, G ii✓ia ✓,,,/r�i/i i��%%//�//% �r/i%� iii// ',. ,, , r „�,s,� /i�/%�%�ii�� i - i////' � i:- i Li i i� UI�of ,�i it ,..//��� ✓v� ;; i ✓� �„ / /,,���i�i�✓ /,„i,? iii, at✓,,, oa �„,�. i„//,✓ i i„✓i j /r�, ��,/,, /jii %iii/// /,�i d' + ! r � rd art t ,, htral t C r /ir ��i�i�/�i7//,////r/i �: r��i i ;,;�- 1,✓, -/,; /� �>//l%r,���///lir,✓�/,�i ��i/�/Alit/j %�� J "%�//,�//✓�i /�i�� ;,- ;,✓ i i�✓ ,�/i�%//%/� aai i�., ✓i✓„ i„✓i/,��I!,,r.- ii„i ii..r ,,✓i,iii„i if i �/,✓,✓�„ r,Li/%((,��//�i i✓�✓y{��� l� ,/rqr:/ii G I✓/��ir-ayrii ,!p✓„ , � � ✓� � t /� w , t`rua� as nl. ,,;,,, ,.,../�.ivrll. ,// /., /✓ � /... 1, ,...� ��.ii �... i/iiii/ii// i�3i i:... .. i�- ,io,,,i ;r r,�, ,� � ... ✓c, ",,,, ;,,,; ��/ �h �r�„ �5 5°b !, �/ / �9 � ��4 '.! �f 7” ,Y�r,✓e ��t s,�t,4i�+111t�V� �i „i�i�iii,-/✓ii�,�i i��f / �� i ,,i✓;;, ,o%, ,�,��'fps/�,/�✓� ,�di ,1 ,%i%,/� /�i/.�G/ A�✓�l iii/i „r w e;M 1r1 �n ✓,✓. i„ 'r///� ����%j it ��/ ��l,///�, ii i/;;- �iii/ � �,il %/ /%///�//�j�%/�/ i/ i/ �i/iii�r ii %i„ � i " `� /N//, / 777 ;. /° ��P��'�'t�+�tt � ,��f�x��►%�1'«' cii�r������ � nr� tiW+'�r�i��`�,T���� �1�'� y��k�`�r�wd. B. All materials and equipment incorporated into,the Woriti shall be as specified or, if not specified, shall be of good,q9alily and new, except a;�'othez'Wis rovid 4 at, the Contract uni nts. All peciatl waft antl ,s ai d'guarante",required by,ft pecificattions'shall ex.pressl r�tstr to tb benefit of owner. 11` r;eguia°ell l rite. , 'Ott shall turna6itisfactory eidnc lincludin reports of requ#ed testa as to the s',Ource,kif dl,and grtal l of material and equip 0, itt.. C. A(f h0terials an eguiq rtent httl 'l t r° , eiw fn;tarllea , ` tiia ue c d, ea` pr t e ed" ti;rrte it � ,rtlt a r ru ti0 � o, tl applica bl q iei q, r M Piherwise a q... i ided in fhe!�ontr�tct t �riri, Ots. 6.04 Pq)lg'rog,�chedi4k A. ,c nttactor sl all adhere to'the, N(,)gress chedrtle Vista lash d to a a�irdaticr tvi(h pia raph �,(l ars it na he adjuttl born time to;tirrte raawicledlow. i: Contractor shall submit to n Jneer for acceptance,(to the eat ertt indicated in.Para rtaph 2,(i") proposed adjustments io the ro, rem Schedvje,that +will fr),t result in ehan in the Contract `rimes. a it ad str a ntr; wall eomply with any provWon of the Gerreraf; gu rer tents ,applfcbZ (hr`et�r Proposed �rdlustmehts in tl*Notiress t ltddule that wifI'than the ontr�ct Tiiites sbaf1 be ubr anted in r�t0400 ith" r + 4 f0 0 l�( A(�liel i✓ ,lu�;�iilen pia, c�ttti�act i i(rte 'Mayon lr be nand lay 4tI�rte tri° �v" at �aer tYt;t (�t1ut�rtl i ` ta�tatnl rp tti � � �ed rn the .�ttl n ✓✓ ✓✓✓✓ ✓� l �rtnt is ,u�tn thr ✓acne a prpterta the� ar✓try tbr*r� tj !'4y� rats tt�/ ✓(,,,,,�; /✓ ;y'':�� yi „;✓�, ;>„ ,",�, ,,,,rw//✓fir ,r,✓,< ,✓,„„ ✓ii///�✓✓ �..%i/�✓/✓i✓✓✓ ;. "9 /✓"i'" ;✓ it ' s ,�'M;c���`.r t� 1'�"M✓ '✓, F .:�k'r"�T I�.'^5�✓� Gi���, °„�„� b,� b xi ,.,,�j „,�,/�i✓✓��/✓ i , �,✓✓ ✓,✓f:w; ✓✓�;��✓� �, t,,,`» 1 � p ��d (tdj�� ` � �;end �h� , �+ 1 � ✓iii ..✓ �/ ✓,,,, - / ✓✓. r .. ✓O/✓✓ / ✓/,y!-.. ✓ ✓/✓✓.:.✓, ✓ :. ✓ �,✓/✓ �✓� ✓ ✓✓ 1"'., ,,, , rrt a(tttf dt r1pt9Ctl ntt dl t r d ✓ ,tt � rt t t ftt r to ; u t u n'r r� /✓✓✓ ✓✓ ✓//✓�� ✓ ✓ /✓ ✓ ✓,ga; ✓ pd 1 � fatrq:f✓Di �� r zeta r „> b ✓ ✓ ✓ ✓ ✓1, ,,, ✓ �„✓, � � �,,,✓ ✓ �/ / � �rtdral�t tfr tt th �,� lta �� u� tt o�/✓/ / ✓�✓ ;, h✓r //,✓r��✓ ; ✓ ✓{// ✓ ✓( ( i✓i / ✓ ✓rt4d �! i �t �t�� ,� ✓✓�Twi/t ,...� � i ✓iii✓ �✓ Sri ✓/✓✓i/✓ ✓ ✓ ✓,,, ", ,Niifa�jl�"l� ���y�n�r��✓�i"� �✓ ✓ ✓ i✓✓✓ ✓✓ ✓ ✓iii � %�//; ✓ ✓i�✓� ✓ ei" �Jii/✓ ✓,ice,.✓, ✓„ / �.✓✓✓,,,, � ✓✓ �' �%�`� f��` f't�4t �t+y�✓��uu �6;��i✓� , l �r �t`�(ti a�i t���; � 'f f� �r� s (�;; ✓„ , ;,,;,;,;, ✓ / j�.�/ ✓✓ ✓! �✓✓✓ ii ✓/✓ of / ,✓,,.., / !,. ✓/l ✓✓� ✓/� / '�/.-✓/' ` " ✓ ,i. �� /,�✓�. p yc %,m,� �� ,✓,r;,, ��✓�,✓, ;;✓ / .;�,(/ %/��[/�✓!(�!/, � ✓{„{ %,�G��¢�;� �✓gym �//�/✓/✓i// ✓/✓ � %✓;✓ ✓, /%✓✓ .✓++rr�,���� �`"J �i� ���'�M1t� Yrt �� � �44� / ��(�1 �� G� e� ��41V�� 4 IL,./” a �� i, ,� / ✓„ p ✓/,,,ii „✓ y ✓/// ✓✓ �,�✓,�,.,r„/ „ ✓'✓ „�„ c ,,,.. ✓�✓i✓gym r, ✓,r✓✓i�(,'�✓�//,/ ✓�/�i///✓/✓ /,✓ / ( ✓ ✓/�%✓ u,,,r, ✓ ,, ✓,r ✓ ✓ ✓,. ✓ Tl / ,�" „✓� > � � � / �n� �may}, �,yi�� s-:; e //✓ ��i✓/ �" ,<.✓�✓i✓ ,. � ✓. i�.i',i 17 �.✓. ✓ SAM, 'S+iNr K'✓,, ✓ ✓ ✓,✓,,,, i„i i✓ ✓� �i,�,✓ /iii ✓�/ ✓'� ✓�i ✓ i � ✓�i✓/ � ✓� , ,. „✓ �✓ ✓✓�, �Y�r �, /y�e,,,jr��V /� � �q✓/ ,/y✓ %/�i r�(✓i�/✓i�✓i✓/� �, t✓I�ra��/� ✓✓�i�%� `N i�,% �` ; � ✓''����� Y�rl ��� ,v �,✓� ✓Yr� ✓u7�i�jr�'�"�ry� ,�!t +u'�e ��SA l n F l�%S,M,� "/ ;�o ✓ � �+� %TI�� e �v, ✓ �e., 1,„�„ � "X� � ✓� i6✓✓✓i//� ✓�,/// //� rw r ✓i �✓iez I �, ✓ ,,,, ,,,,,,✓ iii„✓ .� ✓//✓ ✓,,,, '✓ i ✓i ii✓✓i ✓ /✓ ✓✓ /i/,��-ci ✓ ✓✓ c ✓� ✓ „`” ✓ ✓ ✓ ✓ ✓ /✓ iii / / ;,,, ,„ ✓ ✓ is ✓�✓� .>;✓✓e� %� � ✓ i r �✓ � �„ ? � ,, ,✓e ��/i ,,,,, �✓ ✓r,ail//i� !r✓: r%��/ ii/��{✓��,��;: �'�%r'` /ii „/✓ ✓�✓ ;; „' � ✓ e7 � r✓/�t �� / �. k'4j/�Fd9�sA ✓'�r'+ �ii r�, �w#:� � ✓ �✓'hti �r� �� '"i' ,��iA�il,�(J� -,^f�NA � � �`�N 4�i �I;A ��CA ��✓�+,� °W`y ;,✓;� ✓ / / ✓/it 'f+' i1�� � m'� ar '�^hYyt47 �+'rh"� i ✓//✓/// r//� /�ri�✓ viii//�// % ✓� ✓ s „ ,,, ✓ i/i ✓% ✓viii W ✓ ✓ e ✓ r /✓ ✓ it ✓ ✓✓U / ; k� � t � tr � trcr ✓ f"Kra� d � isnr + OVIF 2) it will reliably pert'(),rm at least,, e4oally well the ii unction and achieve the results irrrp(,,}sed by tile, design cioncept 0014e t~Om' leted Prgject as a eruct onin ,whole; and l it has a proven record of p rfornu an, 4 availability,pf r pbrrsive sea�ice. ' "oattrr') of cwertifjes that, if ap al��tf aata cs doa` : l ti er miWbe,no incr s irr cos, t tea f ai r art i ui a a t c>rt a apt iaai ; aarrtl. 2) it 'Mi onfor14t subs"'(, 'fially to tlao deviled rO,4Wr tt-i nts cif the itertr at{a a ed 'iii the 4i1ttikt;l aacuments. �'�JF�tittotc�',lt�rrr�t~: a. If,in Engincew's sole i discretion at! iterti df""material or,equipii*nt proposed by Co' ntract6r does not qualify as an 'or.egaral" iteIrn! umd r'Paragraph 6kQ k ; it tvill'lae considered a pTa pbsed,t;ub,�titute itehi. b. bhtr`�etor shall submit, so£ficient i,oft t"tnatr brt as'pra}v>Ial bcltiw ta} alln v rt )rae r tit t dimiin ilk the'item of,arakenal or equipment propo eai s s,I 1'164ally egui (dent to thai narsaed endn acce. tbeafar Rquests fctr rover trf papc , d �;nsttyte rt rb a 1 a a t 1 air e uaclaOpt, v'rll�aa t` aca pt cl >�y n kt a r, rt�rxt ,arrjr to ,titer lhart atn r a too e ,Tlaenu�t`etaent� fait rivv by;lditttteeratl,l � t t'flf, tl, arttafl t ,as` stt letaaented by tits erter�al Ike tli et end as > � / /I it g t , > �ttt ata my ciec^ids)s apppr, a�ate, tttt t t 'S / ��jiii%/iii ttgt ,, t ,1 tlAt� i� ttaeert/ter taf,ta tti �dustrtute; e f ✓ � n vw �y it rM' ii%�/! iii /i r: tl ; ant gale uatel titsttitetadtts patty er lfea last;b 'tine,, en / / / r " lt / et 0/ / i f,-r./U / //�irr,/// // 'o%/ � ,, ,,�.� a, rte. ,i,/i/ii ,,;//i v ✓ ,!/////i �//U�j .// v.����%/,///ii/".r �///1i / ,,,,,,;,, ,,,,,;;�-'( / , %„ fir,/' /,� „, r/ h tt e tlur tint'; tf ic' a ltd tart ;' � 'hw�„'kir�tt't }+' i�C '`/, //lli' �'”// �71'X1�,7d ? /''/ � tY✓t 77# i4 '.`� tr°'t #}, ,fl kB l'x+J7 i r, �M/Tj*'. N�✓ �h,wi 1.0. t� J,' ll t ”t'',e, +y, 'n�",F^j . / /O/ k �� r� °w..... �+'�'C'tt,�+�b"��,`C.u,,'V1 £I�,N1'�„M,� �(M ' � t��arCrulttft"dTC41'd1 �7+ � aA' IP #4►+ "w,i=V �aIM7 � Waar c) whether~ incargioratirrn or use trt"the proposed substitute item in connection with the Work is subject to payment of aq license fee dr,roy rlty; will identify: a), all vaViatiorts; iaeyuirO to employ, any Subcotitractor, Supplier, Or other individual or, entity to furnish or perform any of th "t otk,a ains6 whom Contractor Nis reasonable objection. , If'the Sinn lent w4ty Candit r,�n5 re y a° the' Wen ntity oaf ea�tain bbgoritaAactors, up lien's,c�a ertl��a° individuals or entities to bu sul oli,tt04, to wtefjp adv'ahce for cce tea_ce lik Owner b a p c,it;t l daft ` no 1�� tl�c l�crr� �ttd o t ti� aeeii� iit,�tid tt' "t�r�tr to,,l�a� s4al�aa�iited a, tlaerl an a�trclane it tlaultrttrryditxit4» rnar'sctice;: eitiktt tsritit , by',famn tai nta ivrat r ri t le tt tt tlitiretr� ,th' d to ndicrtteci of c t as et tir l j turn iaa tl e Mdtltn l c�tarr% rit gar the r rr�t c:I stcur t tty' ucn tt r zttm6J"6r, 'u taa aradav)'du4 cir dtttit t idei tt acd u y die a er�ctlt d cyfa,tli 'Na i ra# ea t taal l� cah i tt rt afttar d e',,; yatuesti anon, trnir�t�tcta *la�tti s tt trl°iiiaa'it ,ac rejected—Su ea�r�t�°a�trar u pli t,car ili a �a%dividtattl�tea exalt „and the 770htfact tic wil e ad usled�tiy the difference in tlatw cc t circa a ari d �ny such're l* ent, and;a 4 iti p04te x`60$ t id e dill°lit issued. N6 000e tancc y ,""er 6f ate luc a ac ntx et til Mier,or otha r iindividual f entity, Whether initially,of as 'd lacernerit, shall constitute a �,viaa,vet of Oy+ right ref 0wai r cir fat iiacer tci pejee~k'' 4e�ective>" r . + c rati t ttar sl l a t p Olfter anal l n ineer tart �r�l acttt artci �ritai�� ns Of t�'e ulctititrccasx tipliets, tad,ca#liar ittdivadtral, r entiiie� earrwiirg tan f�aaashuti tarn cat the ,work�ta�i`a� ;t7"on r for is resp it tul�%fir ��rotitraclt�r'�;e ra acts �tid etnatx x�atia�. l+Itgtliiti in tbe,. ntr�,ct �c �t� ,�� lt l �cait�t4 1 16 � nt t "^'a . ttit ,t ttadaytdtr�rl tai entat ut011rt r' „t ,�n , t'%'a�td a►t� sic ' iri m� �j , nroct tataavadu l r n ;. of �,, � /,✓,, /,/i/i, iz � � � i,,i% % i/ii ��i� i�ii� / � Al en (y ',�,�„ ^n";,,�„ ��� eta sin , uh uttra ter td t "! w� � 4ttt C P"tga !% ��,/a/i ✓ii i//��%��,,,, �i„, �,, ',>,�;/ i �,� iii/ / i �� ii/iil, / ii r,,,,,, " ............. A4/1' -, ,.. ,% ,.�c ,,,/� i/ i„i ,„ ,,,, ,,, ,,,, irc�/ / G, /r / ,i ��i� c,„iii,. ✓/ ..i ,�„�,c,. ,,,;, ,,, ;, �,� ✓,,,�a,,, %/ ,/%//% iii/ % / „ , %,/ ///// iii�i i �i/i i,i i lea i,,,,,....✓!� , �� i/� ///,//� iii/%�.,/ ,,. %� ii/ i//,;,<�/iil/ r,,,,,,,...., //%,,, ���,/iii ii, ��i.... ;i �„ i c i „iii, ii✓r,. ii ,,,,., i.., � -,ii �� i„ /�, -ice,/r i.� �// o ..-i ,i � oc ,i,% ,., ci„ iii i,/i i/i ,�„ ✓�.. ,,,,,r i �,i.., i i r %�Ti� ;, !,,,,, i i,//ci. / � ,ii/i „ �.. ,,,,,,, /c .,,,,„ .i �,ci//�. e../� Vii.. � c✓ /.i ,;,,:, ,i '-„✓c. ,,,,,,,,� ,/ i� / ,. / ../�,iii ,,� i ,c / i., c ,i... ��G iii�r �i rri, / � � /, // ., . ,,, ,;, //oi//r,r/r�,�,. ..i,�i 1,� ,�,,. �r ,.., ,,,�.. ,� ✓/,. ,,, i �,;i �i/j i,G,. / / i ,/„�i 1 i�i o..,. ,,, ,' 01w, , ,,,,J,,,, i.. ,:1 / � i i c ii i / /� / i i„c /, ✓„ c,. i„ r � c,c /�„ c„ t/c/,,,/,,� „ „ „cc{� ",ec,/, c/ ,/� {�,;/ /il,,,rl/%/„ /�/�/,�!/ // �/cc l � �/i/,/ ii/ �! ✓ii�i,�, ,,, it io,..;,,, i,�/„i.,� ///�//', ,,,,�.,i! ,,iii � „i�,,,;(;.��i ��q ij � �"�r//� i� �� i e✓i/ii i,%�/i i,,ii ii//i / i i � ,,,,� / i r ✓. ,i i.... i it �'Y' i ,, i ... .. ,r of i l ,� � / i �i / ii�. .� ✓. iii ./ r. / , , l/ �/ i r ii l ✓i // ,, t oratratctor„ Engineer, and all other indivialn rfS or entities identified in the Supplementary Conditiows to be listed as in ur ds or loss payces Land the officer:,, direetaars, rraemkaer;, laautner , empl y ; a rits, consul tAms, �a�d,sub onlractot,, ; ��eh all any( , them fo I'll too' � grid &tn qes,,c auseed,by, arisi ar prat e ,rel tin tta of r6�,tfltibg frerraz apy,of the perils o pauses of lass c=o0&e f,by.s4at f ri�li ic;s end r ?% llt l` act r in t i a fi lbl he�'w ork- fifth itiw eis a rr irir cacti t�rafia;i re rrir eP;# t aa ft tt ti� i xr dy r, a"Iji t ' - , +ott ktof,ww al 6hf,,n the;strnra: . 6.07 Piuehi,Vi ews 4W ` `�aytrlfi s A. a�aati°lickrr`s all;pA rrpl lice'"s �� ,� �a� rc� ltie� zrt� ,��,wut�r t�� �t�rn0idO t t the rr*e r�the �a cii,rri ri cif"thy J a l rrr tff ft v t� 01, arr f r?- o f a a e tit�ii, d i rr c c , protract, card ri ft e r a tl e t h f Of pat`r~rt l t r p ra� l ut :� fd r ref ff'a prtr tictrf irtr hticarr, des' a �d ,of deviev, p,pified in-!(be f7',,,tr��t aka arrxi rats; fair irr the perfaamance of the Work,, 4nd"'if, to the octual knowledge,of Owner or l rrgunrwer; iii; use as su�)0c,t to halt rrt fights,or"' co—p fits �a�frrr ft� the payanerrt a�f any lic+�ia,s; f or royalty to others-the,ex is,terre tine h nit aff lam`clilcaef "( wire ri t,fltitract liaaiant . farllttart ptriatte , ti Reulatiti , Muria , ull tttrtniiif and faf h#t rte ',ffi nrefaes, rtner , eplyeef raUtant , rduha ctrtarr rntrtn,t afl ciaams, t�+, de incf�uc� a htwt cif fr d t o fee s end cl r o fen rrr et x chrt0tsi attr►rne a�ncf aft r yx � � and ill catr�arlrttattan� t r nt 1% t �iti Latin cant a but # t rfa f t ttn� n 't tint/ f „«aunt rtt ( , i t` ht a` ids f ,� ,, y h t 4 ,th f Pe_0 Ian P -i, / r /0 r ,uffrn fridh raga rarfraattf;tfr, " rCc+ fn,, iunttcfn'+ i ' te duaatr /� T 8 4"w"'th � tiatt t apt �u t tv� a n � , r 'pt, ' t � � tyt lay , tc hr ttr tartfti�ht � iii/ii/„V «,, e ✓/ r �, �,i i / „i � >/ p ,,,,” ,,,,,... ,�,W�.r �/ ,!ae.: f/��, ,,. /i, ,.//�%f �:�a.,�.,1/i i,,.,/„ t�ow,,,,�p✓/i,,,,;,,rl/�,,i���i /f% < /�/(.{r,. �//.ail/�/ ii�ia ,��,,, ,.. �e„� /i,,,,i,, i i, �„�c ,,, a i-✓ii/,,,,//,r,/ ,;,, � % iii iG � //,� e � //,� � ;,,, - l;, . i,., i /�: i/ ��, /i i.. ✓ ✓.,, i /%/ii � i:� �is l iii, „ ,,,,, .,, / ii i iii/,�..�� / ,..� -i/i✓- .�� /// o ,,, ,. / ✓... ///.. it ,./ or, �,. � %.,, ��,� /./ .�../ � ;.. /// „/ a ,r,,, ii �i , '„ ,,,, r. �✓ i n �� pr�.r % � l/G �,. ,�� / /� ,r ��� „/,��//i�r /��ei� 4����„iii a ft. i- ` sir% i / / i of / � i - r t P , s�+ � r,� r� r, , eta 6M �Unvs,and Regulqrion,,� A, o',tractor shall give,, all notic � fe Wrd by and, htll cofqOly with all UWS� 40 t Regulations ilaplicable to,the oaf ormaarico of too, tirl:. op Who' dt�eir s�;c �t� s�� as �aire�i by Jio ab w =h(t tie ,aal bons. ra itli i a n a fat thew r shalt lip is 6tisible, for ± ntt iaa ; ntr t comp 1a 4b at ; t sf e fat aa)�. IfConitactor 1 ��rtt s,caai a r iia avtti, o hsav n ieaaston to lm ow,lltat it is cont ar tco;l�a s cor tilaitttoaai ,; rantatafiaall la., X11' tiii�tt; €aa,5t ; laaend aittiii "+ti lout ncat Ithi!tt6d tto X81 tees nd ehar e ti iita*crs,ar�`taketsx a't" 'eys '0 oih r prcot°e's io aals anc� all y a acaatrt:iitrbititaai`cii=tothex da,litate reaio�tatito a asst a�art °au i a°aelatan -itti ait cork. 1 ! ea t hall t tt r ntz t t' r ptiii ibMty too mak ,c rta t tli t tli p ati tatioa ina3 I)rt Tara s are on trdance wit�i Lacv airt e t�ltatl to ,Ot tl is liaall tacit p f�i aiaitaiacttor cat " ralratctar's oblai&a+ ns under Pafag ooh 01 , `ban es in tiv„s'coin�Z aalaat,i'ons'airat kh oNvn at tae tiole fit`cap nine Hof Bide(nrj oaa ttoe Eftective l ate cat the i` eait nt it there> a rain tdiat hair�an titi tt ct ian tilt ccost for M-11,ct lea t arra aanee toff”the Wbrlc 5haal he the suRje t ��a�n adjatsta�e an; t ntiatct Pi;i ca°�cint yet T ank;, It Q��to�r a tl fotatriit ttii s r al le tto a r c,'ir: totttf r t t t ca <on fi ttar,uzlf cot ,x i ;any, tit':an�r ih'adlt�sttiiot, t: ttoo aoi bdhicr rthtcorf�pidb "ai�ntr llu .;, ,1 ' � taltctialjtl,p illles, tu� rnt; a ttta, xt16e „a 'xa ///ice i ,,; % iqi � �, ;r „v, i� �,�%/,�j�p �{ � ��� � „a;� ntratrr as 0g t ,ala�eato tie is � dtoazo yob tla pdGt1 tftl `tt`gCr?hach sae ii/..,// / (y / / / /�m�� <�.. // e �,�/ / ✓�/,,<, / � / / ,. ///�/��� � i. %//�%ii/� iii .,✓ ,,.,;. ,,; ';",,„ ✓--is/, �/� �/ i/ %�//� /�/ „„ ///i ,,,o, i Uri -..�ii ;, ,„ /i /� iii /„ --.,... //i i�%/% ,.; / ,,;i //,,, ,,,,, ,ii� f/..,. r, �//✓, �...,i ii i ,� ///.. i / i // i.,� iii / i„�., i ,,,,,i o, ”, � // „!r r„ �/„r /.,/%ao� >/Ci„.,/// .,iii �,// e,�„iii isva„n6i�✓I/iil�,:, // /i/,.�i.. I/������ /i/„ ., r�// � ii i.// i t t t uo ate tY sr a � ,�, %///(�.M i i, K. ,r i t„ .lye// ,,,. y� j.� �r ✓l, /�� i,,,if,�i� �/ii ii r //,,,,.iii //i / ���� / ./- .,. a// //ii /iii //i / ✓i�o��ii ri i% /�� �� � , / ,,,, .,. ii, /✓�.,i, it ..0 a.,, i ,,..�,i:.,/i, ,,.,,,. i, „i.:/i ,..// .:/ ,i �.,% ,,., � .✓,i ;, %. // ,i � /..✓i ! c.. �, �///,,`% G,/ iii � ✓i,�, _ „ ' „ � /✓%� / ri / ///i!i� %�� /� /i„ i /�,/i ���� i %i���✓ i/ � rid i%i % i,i�%�/ iii /i i i i;�c ,,,,,;- , a��ii /...� / � iii r...� ,.✓ %.. / � a: i /,,,% /. //.. / /ii//i ,�„,/ ,,,,�. .�i..✓�. ...iii� o..✓�, ��, -, /,.._ / - a/i.,f,.i..../ /�„ �i l /.. r,� ,, �, i� i// ✓ / � '� � �� fir � ,, , ,,, .i//ii�%,..,. /�/ .„/ / ✓� %,.. �� �/.<,,,, / /ii/„ // i,:�..�/r/ /i%,%i„ // // as -:��i r � ,,,,,. ,c/% a � i i„ciii/ / �/ �,, � i�� r ,� ,� r. ice, �,�. /„�.�✓/,��r,ii/G/// �i„ � /i ii v i, „/i//�i,,,//i/ i i .�,✓ii„� it� / u,i /,�/ii / , i / r r i i %: _.�., i i�� iii -/ ,,.iii r �A?' ✓ i � �i1N ,'. ,- ,,, % /i/ � Vii, � t%//,..✓�/„, / ,.i ,c., i ;�� // /ii�,./, ��,�,.g� ;/�r/� �„rid%,,�/, ��j/ �/Ni/i/�� /�, <1✓ * af � C ,end th � tatl h / 1 � � ibtt att h/ t / �i/ , , 1, � r, „t ,,, /, rt ' � t t tf ��t ,� It r tats 1 pirs, IT IN 7at��a 111��a v„ by any such owDer or occupant against Owner, Engineer, or, an;t other party indemnified hereunder tea flip, extent ausa by,car based,upon Contractor's Perforniance oaf°the Wof . . Remmol cad' rc ),ri.,, During, ),?'once he 'VWmµk Ourlo the progress of the hen k + tntrcter shut 1 beep the Site and'other are'',a frotn aceuntulatr' ntif at rtteri , rabbi hr: and ttthei; ebris, Retn,6, t;.,a6d, disposal cif s h a,te>t t tetiaf�„ rukalaa fit, and tath t baa1 eurtf % 'tc�a lac1 nc Itrr p ', ,,. . "1 e a�fti Pric�;t;et ubstanj " i l tit n ►t`&f a ' lc�r3c; ri?ta� t slt 11 l ti and,:(h�,,, ark and rt l 1 t:afead r tit 4642"6 t it vit aµ, t the eompl tio, 'the V6&,'o z eti r sh f TPMOV+e trsatri the bite all too s, pp ' nOe , tf^"ttu 6t , and,suz f t u a ateraaks and sft ll`testtare t �,�f gmr f �cPnditi�� 4th;pr�apmy, not�l'e�Y�rtat lcat-'aft''`(jun kay thy- <tntract Documents. D. Loading Strw,-Iurev Contractor'a;l 01"neat g Haan ii Tnlit any part f`any str4cture ter be loaded in any rn4nner that ��ifl endan t° ' ����titu,t -Ot shall+ cantr curt subject any putt caf'the 1aJcartc ttir, tadjacent ptctp'd t stresses or,Ot ;KS.tfi6s that W11 etidttn 10 ft 1 6.➢ R�c'rr u� eral y I nttactcar h It rraa ntaln to a safe place t the date one teoc�r�t cagy fit" alt l�ca�riti peticatitatceran htfe ( rds, bz;tie rrctf � Ffcf rcfettl a£ttttt tnterfatetatxcas attd clarificattcan i satwr app �artnatated tg, ct ktnts tide du rtt ct,ttttruc tct6 t et � tt tta�ethr alt a 'll `° / pp 4rntale attdaturafeta + dlt teed ht Trawutn�srlt � to p P ,t, Ener Saar t of ire eepn a l+ n n tie �xpat tnexs*,t� t d�ttn)ets j,le , ,ttd tf�bNelttect,f� (yf te, "" ,//��n� �� ,,,,,,/� , ID t 7,/ y �NSt�k,ji T im �j, r./ i �,,, / /,,,////,,, „� , �'i ✓i,:,, / /ir// /ii i,., v� r it"7 ,iii //., �" .� ,yiii,,i{{.,% � ,,,,;,, /i./�i�,�i,�%„�;,�c / i.: -, � +lt �k�//,,.. //� 4 'l«�i, ���^yy��// r ��. ,. / G� �qy 7 /// � ry ��„<.i G i ,i,✓„� 4�r /s i T^'d h7 '�'” , -„ „ ,-. ,..... �,,.�,,;%�;=(i i/„,(✓,�,,,„:,,,,, ,,,,,, �r, ,,,/%,.,,�,,��/p///� ri i %; i//%/ irk �i� iris/�/, �, ,/ ,. � "�//r// l „ pt-e �t a � �tn��`�%ctt;lt►� ,� �!l�i�i/ �/%/// ��%%�% � /// � %�/ �� � %//,/�/ / ,,, i..iii/// //✓ r/ �i/�,,, i � ,, /// �� � ; ii ;;,� �/ r/// � /i � / i� ,,.... i / � ,� ,., rig !,, r r, ,, -. � ;.,:.;. �/ ,/i ✓ri i/.... ,,.- ,o. sir....% � / ,.... ✓%// �rri ,�.. -„ i i �y ii� �i, %% �/ / / //��.�, / a i %,,,,... ,p/ / ,/ ✓ . ii„„ .. / lip �, �. /ii- i/. /,. i... i / //�.. //. i �. ✓ ,,,/„ ,,, ,, �i, ..,. ,/io ,,;iii i / /.. i i / / / r i - i i ii #✓ i/i/ Aqd� VMCA I” / r shall erect and mainwin rrll nem,;, .rr ° safe varcls for such safety,and protection,` :� � . Contractor slral6 notlify owners of adjacent property anal of,'Unde r r pod Facilities hd other utility,d Tiers when ' plosectrtirrn Of the Work may raffa a theta. a s 04ll cooper wi b, them in the protection, r- iaar�al,r` lca�rrti�rn,anct rclalacerttent is�1`theft° ri���Gy, . Onttactor,slt4l1 t6ni l - itlt tli lr a l r tt r t rtes of'b'N �t r safe �`�� .�rt�tt� If any, lre t ler aerrl t ar7 a r s fct c t� are,O e to the tNl�; .=: rntracttatµ la l a a i°lit rune° iti tf in r t `tl s er e r tilt efi(s of C'OWactOf's safel y fat r r�a 6t1: a ti+ i ri ear' atr 'l nc is t i i at) malves MO M-00, 1y whil t'tbessite. E, Ail 4thage, injury; or loss to any prpperty rg*erred to ita I? r°a r i' iN1 .A, ;car° .;]" . caars ±t lircct y dr ins r`ectly jn w hole or,impart, by, ontfactof, any Subcontractor, adupplaerr,ctr any other '41,d,M4al or entity direrwtly r inch etly eerafilnyet,by any of tlo lt � he Ork,or errr � an for whose' act (if (la thy;May e IiAl', Shall lad r erte�ll6d by Ow?trti a tt,r (except darn far,lcrs atkri rirtal le to the fitnit of Dra rings or° peu ficatl t sit to the acts;or onlissiort$ rrt O" Wher or n iiaeer or orayptle hipjOyerl l'y tty cif tb m,oa°111 anyrfor wioe, � f� th c army h li kile, araci Trot a trrbtrWbio, dJr'egtly or me rteetl ; !ia' y lr e gar in frart, the faaalt e . rr It t la e� � �� a �e � rtep(e a T l� t chat tly+ a i ` l"",the"toy, "'Y nt car / dntratvrs cftera meotlstliie �fe ' n l r rct�' t 4r1 /, ,r // p 1 t 11 c orttrntre/ trl e try a l t 'cork rS et na fef ar �p sneer fr to a nottee tt / caner n %i, r r // i��� rntrctr rrr �crancc with;F �ara lei l4 that the r/ r is aceptr r ei7c��pt a� rltse eshS �ctled to c netrc n tf santr f/ I f � , � t ZIV tai y�, -r- f ,✓fir //, %,w / r. /rr / //// / G/ % / // �,, // r ✓iii. / ,/ r, ///ii :, r ,,,rrr / .✓///i ;/,< / ,.,�j� �� r,,r� �//: ,.../i/f"J T7/ //r�i / 5 � '�M ?� �,,i �,�q 0§1­111, ix fir' / „� r o �j ;i%.rrr „// r/�„ ✓/ / /i„ AIR r r / 7 77 „''� tlr ' +P� � /�rf'� 1`/�k `✓l;� i t(� e� ts� �<e ,/� // �, rr/ trti, +toc*�fi , ttrf�tnifrr4t pi t ��S��t r s r r r J required because of, the action taken b Contractor in re�pohse to -such an emergency, a 4' or Change Diraltive,or Change Carder Nvi9i be issued, 6.17 w i'ao�,i ,fir°awings nd,Srample,.� 'f . PtvAct r shall �s' it; bop; gin% e i rdan e ri r t i ed,,S Ohediu o ,, tttit�s { tr e x x ra iti l .tt? M l Olt a. oni j tlo b rw of,coo,',O SO'ec fr ih tb" �f Reqttireblients. b. Data;s w 00 the, 'bk f' ' araWin f' be scorn I t with f6p&lt for quantit e iii e0si'O'ns, S'peeified ple0iriiian�e ate M19,6 c�ater��, ""'t saI art si"itae data'to show Eng,ineq the serrvic �; niateriall , and'e prcpgSe�;°to provide aiacl to enal It n ncet to eyio, e, n aft* f r tine kin��t d a � � n° ±��ui�ec�-by Para rash 6.17'.D. . ttMbe rtlYec ten tb c Hearty. Cl rl et t e t t 4c �w � t � uc ,� dnttuh a crt o` otrtrstie, t �trt�1 � �'die 'art��" era at tea �j.[ � A a io7 � �i /i %/ r � ✓cr�,. � ';t' It�67.� „/ri„i ri//ii i i „ , i ✓ / / iii i ..,�i //i% a �„� i� „� ;,;, ,,,%� ,,,,; i a- a ra/�i rrr,,,�1/ i� �i,�ii6�iU�i�a ii/�,,,,.,�,i, iii ii„� i i ✓a �/ / i ,,,,; ',,; ✓,w „, �/,,,, / ,,,, �/ ✓ �i i �,�/iii/,� /l ,,,,, ;,� ';�,,,; „; ,, !� ai/f i ,,; a r /� �Fo/ai i i f✓/ / iii f�/ ��i i i ii �// ':,, ��� ,,,,� ;; //. ,,, iii i �i/i i //i% ...., � ..� � � � � ;>, >�i , �% ✓�� /i���//// „ III, /.. -, ,�;,,r ,�//. i ,r�;�pi i „6/,.Vii/ /w�i/�i,.,///„/.�✓l/�/�%;.,/ �//i,,.aii/// r `� �i ii�� / //' lJi 3/// . . !77� - ."„ L ach submittal shall hear a stamp or'specific Nvmteti certific,aticait that Coratrat tor hay satisfictl f` jafractoj` obligations uWOd the Contract Dootiments w ith reVeet'to C"amtractor"s r Oiew and approval of that submittal. °tth etch sttkttzi tt l ; rintr c sr h l i e rk i; eer pcc tye s tclt notice cif azty variations tl�kt; the hp; lawtl aliri Attatawc fi°clr tktecruin7ents 1" 1N C tltttrat a u ztt t nt tuc+ hal ' bb �I ktt'ork octn niuflkca tia ` a rti fir t i tli k trp Dr vltlgs=gar 4 in addl lott,, Y! a spec, 6"elt; l�ofr T an ; rrtkle sktl5� kttto ' tl lttiieeu^fti r ;aii and tlapry n"each sua rat`iat � ii D., "rI, r�r 1. 'E'" ineoa wvill piovide 0r4wings and ahi01l s in accot°dAbd withAhe w d t o of trtirti tta� e it � at► r. Ogjt* r� r a�� 4�rd alaprtav ill nl to determYine if the item corwet d by,trite sutra Fitt s 4 11, after In tailati d r iitcti orati n itti rho 4Vbr , rif«rri, to the,'i4o,mation ; iu n lu1 1 cintract 6'+ o64bents and be compatible W, fife des r� iinpept tlz °aikrlploi'e Pa`t jo t as a ftarrot� nkii wttcrle as Itid,t fed db t nt wt 0t14ttjonts. Z. jt ineor's rev,io-w and'app''ka tr) will tart c told tai ix Bans; tkrethod to lOPedttt rlt t trst�wt�ota xn copt�w�aere a p rte lar mean, t tad,technkc tic e uence prytl%codurepof cc�m§traactk in rspspecl rc lly an[ re slyy pay�i rt f¢nau the+ e�ratgrya rt ents // �✓5 Fk *,yl,W ro4ttuatkt �Ny}`y �y ,�,,, y'*,�'? i 9 Itemk stun a V-tlC)t I ao o% ra 1 l ' r. .:.t ,,,,,;� '„ ��� `, p aS t ta ” tb hemtwntiinx �// �� �f�� � rm t�!�^��Y✓ kk�;�"'iP��g1'� di 4w �.' .� �Y %' s �r�. ��/r,,,, W � ,�, r,�/�''}/ ��i.' !2 ,,,,,.. :�/i/as ,� as -.. /,/ /...... a„ a�a-, �... //a ��a�% � /ri a ,� /„ �iIaY�. ✓/ri =„�, ,.. ;,;,,,j,;a �`It � � ,try, '�»`� IV � � 1� � L v i % �,'7✓a /r,`h�, / /i � .,� /2- fio, :.,+r K, ,y y,t A,r� �,,,✓ �.�br i a i a,„iii i ar%%// / � / „r =, a�// / //� r���i�/...! � �iiiij�: �//i��/% � ;v ,,, ii i i iii ,vi i�/�////�i �i� ��, ✓� �/� / '�ii G/ � ,,, „ %��� '� ..,.,�,,,y �/��/yp,/ �„� �, ,., r/i�r yw�$, �, .;�„/ �% �,W��//��✓✓ i�/ac� err,,,. l ��,,.i .,i. %,,,,i. ,,,. ,,.. / .;,,a, i as ,. ,,, „/„��,w f�, ,.< ,,,/sae,ii r✓/U//,./i!, i✓/�,,,, ir. / 9. ii / /.i ✓ // , ”;,�, „%/.��%/.i+ �,/ p/��„ r�/i M%� �`, .�/ ��ez�..y. �i /... ,;, / /l i/..i��iii iii,+�✓ i/ �/ %�� .. /%�/�r ,�i ., , ,,;, ,.a, ��i a �/�71..i"r1 T / ,., ,, �y�'”i 1�” ,�� ,.��h.//� /,��.:.//i /, / i;,;✓/� iii ia..: i , „✓. :/%/ // a/%/i�/,// / i // �i i///// i ,� ii /,%� ,,, i / ,....,.,, it ,. ✓� a .,� :.,iii ,�,. ,/ a... / ,, a �� a „�„,,; „��,/,�/ aa.,,,.� �,.�, ,,,.,. �, ,,aa, ,,,a,r„� ,„ a ✓/ rea aaa�//� � a ,,,,,,a„ ,�, a,./�/.:i va,a�aa �� a a,- a. ��// i a a ..a //�/ //e �,.�i a „ l//�/,i,,,,u,/„a✓ �,.,iro�G✓, �,,� �i r,%�%,i/i�/p/i / / �:,, /r�c i/il;. �' ,�„,,. ,i,,c i/ ,,,,,,r i/ � /.i� �,, .;�� ,,,�,�i////�i� ,fir % Nli,,,;,, ,: q ce/,/%`;aj�a ran(�L��/i/„/%,y��///�.�� �/die✓/�//��,i/„ / F�,,, � / /� / l,� �.�� //�/�/ /���� %�i//�. i 2/ �/ii �✓iii///io/�j� �, ��;, /i icy ���:,of ii�,ii.. ai ,,;� //i// %yyii /// „/ „ ,,,,, ,,,,/ �.,ii I,/�/i/!/��,r„ ��,! ,,,,, ly � n` �5�+v * rMl ' A , � , 1 6.19 CoWraclor's fx"'enercal Marrana i,camd'64,wrrrnfec,', i X Ontr;wttar w4rrants and gparantces t0' wtei t At,alf, Work, be, in 40rd4 c with the ontraet O uMent's and ), ilk nit � , d fe t�� ; ;�ti aae r and �t�°t�l ieer�� dire�:t raro,snembers, tanner , enlp",P e , a e t Q u4t ltantsr ara ;:tt,ie rtttta for , it be rt(ltl l d rely on rpzctlt OA' n rba' arsif? t , iiafalbt'' i awrr s ct daat d kw 1 Ors tarifatitab,far aa�� �`az'nantrt t► rate,n baar4atha'tiattntrattar°, O'C10rt „ $UPI P4 'aloy pth a 40 Oii i cat",0,00"'ify fir w tr a ; rat#is to is re j OPSibte , normal wear and tear under aaom-141 tasai , C. Qoiitiact�af's tabli ation tai eaffa its and c rr� fete the, Work an, accordance, wifh j the Contract I} caata�ents h i!be absolute. taiae df the� itt�w� `will ctao7�tatt�te;an aeceptatttce a�l`W�e�rk that s trot its,acce,rdon e, ith the ont�act t)dcta�� e r a r 1 a e,of gtni act a"s alalg l E �a fte ert'rrrm the Wbr in 4cc6i-dance +itf the a ti�°pct a ua a rrt ' L obsorvati ns by Engineer, t r na cti n b ane gt ye tet sad tai rg��,air fiaattl a rnent,. i tits tu,are gal a ce fiat f"anit � iletiat � ��tt�a d andaitl teiatd there,t irk wer �i , . r a ,cntanei �;eY Ctt n ° ��t "lr w 'aL''�� - '' i ., ,�wi, ,�,.;; Syr�,;,,;,,i,, ,i,;,--r. �:// %,�, �r i/io�//f%iiii /✓j,, ,,, ,,,, �i'�l/ r ,. if i ;�j, / „ ' Y'' ,. i /r/ .,wHi�i i / +1„ LA1a'7 %mAry N iii.iii / i ,c /le ,is / „ ! �ii� ,iiiri .i�/// � /i%//i,,.:, � ,,,✓ia„f/ ,,, ,.%Oi i/�i„� i/ii�,i i//ice „, i ,,,„;� � 9 � r;,�/� i�� ! ;;'° � %/ iii�i�%iiii%�%// ///���/��/////ii��// %//�///ri /i!i /i�✓r /iii ���// ,. „"; i�, i �,,. r �,,r i%ir.; i ,�ii i, r ///ir /%ri ///, i�../ i ✓i i iii ;, ,,,,,/%...ui ,, ,,,, i„ ,�. i, a. ,t..i�r i,. / l//. i i/ iii s,'✓//, r � ..'�/ l ,/ ii ., , ,� � � r i, /�//,,,.,�, r✓/��, /, /, ,,,ii �/ //i i a iii �i� i � i U i i i i , ,,; �� ,. i ,e,,•, i � i;o- s /v (,�v�,'�,r�� '�/,,: �� �/(��i�/U,„��;,:, ,i i ', pii,ir,iii /r�,,, iii iii, �if� i ,>;,,, „ ,„��c; , a-,, ,�;, � ,, �,,,, r � ��f pig' ,�!ui j�l� ��� ./o/, ,/� ii/ /i, �//�,////��i✓�, ii�l�/,.� o IS i�,i,: ii i; "'e` �. � id +,,.✓ f j,r „w %, "i I %/3/�i i l%/%.� ii/i AD d t`rrrrhaENMa Nil a4k�a �� "i�(fT1ae��ktu� +�p 1 B. In any,and all clairrrs against, Own r or Eftghleer or any of thdil- officers, direclots, nnernb>vq, parinexs, employees, agents, ceans4lt4nts,"or subcontractors by any empk)yee (or the sutMvo iar rsanat re e nldtiVe cal' of ` ntrac Or„ ry O'N' kractor",arry itlaiv ual or"do elirew~tl cw rrr4lite tly+enapltay el by 14ny f ih6 is tea per°fo I ahy,of tote Work, (,ar ntrrie fear heat and#"thrrr 'fny'be,liae alertitarrta rralatacrt airerWttra�idlr fl. - ,hall heat �airriiec : rrr t �ylrrrtrtaatrrraa tlae u�� anr ;sr rsllraety crr tp nsatrtara etr l r ufit pay�thl y fear curer rrrelrrel'tral fir entrty under tatiarr ecaapentrcan aet ', rlrbrlrty laerrel"rtel or utlta errrplyee l�erra�l�l aetsw w 1 h n t �1 not � id to, b�er11e, 0t1 obIgdtr�ns � i liabi�l t r`caf ti iri r and b eO�' "officer , d r 'cte�rs, rnert�l��r. � �aa�trrer�, rwn� l eel, a er�i��, t o etltunt5 irr ;su l c r tract r rrrt0 at of 1, the preparation or approval caf,orthc failure to prepare or app'pve maps,,Drawirl s,opinions,, reorts, tier°v 6p;,Change Ord' s,,,,deigns,ear ieations;or 2. giyi ii g,d t' e twdris or in tructr nsj far Milin ,td give then!, if"ihat'i,r the priniaay eotrse of t1 r� injury"'Or 6�4&., 6.2.1 .l i*gatf rx it r x 000l D(4i;)r ; nxe$tt milli ti lae ree% re „luit "'ission i r ically r tiered by tie t►tt tct etrnrent r i�r rtrt r a tie% �1 :a i ti u b u-4 es �Ui�i��/�i ire rurerir%parryt � ieiur reatrttlttte4rrt cttn rei�� tl � t tii ? ” "" ,' r�i,ii,,,,,,7� i /„":lrr r!,�,r' ,, . sir y li����r �r ,w�� ,,,,"�,�� N ;.,,,,,,.-..��/rte% /yi,✓ .� ,� % / /i /%/ ,,,i ' �r p�^" / r ���� r� ii/ r�� ra oi/ i/ il�i,,, ,,.. �,i �a r � � „ire ririr :: ���� � � � � � o ✓�%.. r r r r ,i ,� r r.,r� � , Sri i,/�/ ri r r r� i / r i � ✓ ,i ,,, „! �! r nTT r /lip�/lr r i�lr/�/rri ,.r .T/y 7"' � i� � / �✓�r�"�j��� �� 't r rr l i r/ r r r ";,, ';,,,,,, ,r ,,,,/.e/ t risil; � /Gl ,,,�. ,// „�,L,,l/„//o�,!�fi r„Via;,; a„cr ,r//c, G,,;� ,r,,,�,,,,rr/lri r.,,,i, c,/i /,.;;rr rlrl(l(✓// C /:/r Cr r ,„ i i r r r . rrr ri >„ rrr /�l i �� l -� r / / rrr / /, 1��, ✓ ii r �r/r ,,,,, r � / � r r/ /„�r r /r r /i /r /� 'o✓ r/err��i,>% ,, ii ,rr ,� ,/✓l rn ,..rr .,r �,,,�./�/✓, .,�,,. .„,,,«'. �r/ r,., r/,'�,, �./, ,�/� rrr, /,,. r///,i-: r. / ./i i. / / ,..,// � .. rc r % r r r rr r r "✓ r rr .r r / � rim.. ..// i c r/ re e, a r /r � � ,,r r ri, ai /i r� re„ri / r ✓i „r r. ., rc„. ,.. ,r ,v.,, i// r� r.,r,r, r ,,,.,r ✓r,.".<„ /�...0//e, rr // /iri r..,, r ir. r.r / ,v r„�._ /i,.�.. r,„/ /r rv„ r�rii,, ,r ,, rl, r ,r ,/ / ✓r n ri � or r ri/// / i r rl r rr a. "', ;. „✓ r, ur rOG .. ,.. // r ,, ,. /,,,rl�/ a, r..i /r rr, /ir�/ .r/ii-.:� // r � .li%C// >"i , ,��„ „�„ ;,; fi�i,a,,.,, r /r>, / ,ri.r.w %/ '�.r ,„,�,, ,✓,r ,�/, /,s. �r. <,��r-Wl/ �/i/i/,,:. rr/�//i,�: �., .. rr it;r � .,./,,,.,. ,/✓ .%r� ,.,,, a//,,,,/,:.,r,��B .,,l/r/fir„/,,,�,,,,r,,. r �,,..,,�,,,,,,,, ,,,, /-!,// „r l,ee,���n.,r/ir/ /ri r i/// �i/i„l ,///ir/%/, /,;,/, '< i „ rimer i r r l „i ,, r i t r „ / .� �,wi.,,.. r � ,,, i,,,. r/, G /�/,. //i/ r✓, ,�: i,,, �'//�/r��r orr/ ri ,, rii T' r r / �//ii r/ o ddt r1tt it i{i ,�; r `s rrahe� i r %to/, ,; ��' ” r / %% ON rr r ��Yrtt��74rtl�teto��f+ r �r Id E. contractor shall area be r spgn,5ilalc for the We4pacy ref, the perf6ri-nance, or design criteria required by the Contract Docurrncrtts, ARTICLE, -OTHER WORK AT THE SITE . ) in y r r at�rrrr oil, wc�c rrMTat d ttr t�� 1�� ` �t �t t1� �rli itlr�1�rn r"`�°p l c t� or ,# tulratlr dirt e ntract tlrr r hy� frrr itr ►a u¢�1'ttr� rs: r`ruc@ . t,M , rr t n�t cl qtr the x4et,D600 *,ih : #;. rite rr# ttlic slier rl'rur 1 rt to t n 'r t r ricer;4),,st4tii aft y such gat#�t+v��r� aid i i r n # Ci ntra t rr and r Liable tit a r t ntiy rrt t car 6h the�rrt� i ttt cir e,xt nt if, any, of'any adjustment in this Contract Pti&o Cc�hlr� t �lrttes tJhat shotild ailowe 'as a result of s,uc'b other work,a' laitrr affray ta/e nt d t6 r f 4 roar did in ParA r ph W.05. t B. Cnrrtrautrrr,shafl all r°d ac la at t cttrtracto Ny#ter i party",to, *�trcta✓ direct cd►�tr t a�l utility p r.5 rtorrnrirtg oth t w' fk email' jer7s`lpluyee$(,,Pa 0,e and safe ace tc lla t ; r�ry d a'o'e , �'O /? B. Vnies5 Otherwise riw ejdcd ir) the A rita a did i� ,(Jwnet�s ali have sole authority 4nd responsibility fo such coordinatiop. 7.03, L l"Reldtio)7,ship "d 7,02 "fkobl �t�tztto, q n t". , �trl :;tatdi` ilttdt eattttt' n�' uptt" t the tnd � lifvaala ` .t;luixll rsid i,>ii , ntt w ti tttt .li abl iti C n t attd `►wtttat ttar t ai i is t V pa dit i d J, �tnd t tt it a c at it��dw�r�d lay '�ntx7r��a t`+ nttri'ri�`tlte°ca�hx� itrat,tr'�i�t? i� �tzl�ieiiirii:t�r '�iticn . tttract€ar i ttbl tee v t t�utar iiini attho'," #r�tr4 ti ttt0 t t rt r t"iat;+ �r n6l i e castana le dzt dday stn c"isku ( rt cost ,�#i upjr d by sq'cl other epntiracti a a t int ► trtctr rti "t ;imetiia it ari : ►. c g t a as , a id d an, d netaj'C"Oo ons; &07 Change 01-dors, A, Owner,as obfip�cd to kccote Cba uxx , fi > r' x s x�xx xbi ty with t a�c c x ro to xx � w t tA, d ? t ctr ; ,zt r :;, 7 xs; ttuiirt,Pr",xAtrx% bxr�t cr, rite°b itx �b� 't�rr t t x t�,r' to xt ,a t9�c t ttt%qtt x xaat� l ;O the, a��t . xatut�ra x 'pr &714 zxc ac t t1 ietr';or foi,gat r tlxa r ' rits x t x^ 4 grip! 'ti ixEx a r and Regultxti m appficabl 6 ft°piba ot , Ow, 'tt will c��tr eta�r' it ar to erf x i the!w ork i, aC ara � + tla tip r #m et,fi°t 0 i s, r i p4,8°Errwr"r i rarrr( t 1, r+a rta r "OWijerls, rt,irbitit in rex tz m Iait + arY i Conditionr ioUi r / v / / r � � �i �rxvrCLIZ� "��, i[ i k""; f ( fi � � �� , fit ,xab x tl� t' xnxaX , II` 080111F o i `, � /�� �%^' �y �i �,,,,,-�„, i �,;[p4 � � � �yi� i /c, �, ,�,%,,/✓� �, / % i;/_,,,fir'" % �/,��4!i/�/� i ,.... ii ,..:,. /// ,,... /„ /i✓,e. v �� ..,,,,. �i� / //,,, ,,,,,,� �. ' i ��.. i✓ �f r �,/ /� /�,�� �%„ pi%��/// / ,�% / v v/i/ iii, ,,, /,,,,,... ,,,�,. iii.., ..i ,v ,,,, ,,, ✓� i.�i i,/iiii///ii. . /..U,,, ,,, �„ .,,i, ,, .:.r ii -/i a/ /✓iii,,, , ,,,, �, i l � e v of �i ,,,ro v / i � iii,, i/ ii �, ✓�// ,,, < r,// � /: �//„� ,�,.. „,,,�- ,i� ,%.� %.i..� /, �/ i � /.i, i i a„% ✓ // ,,,,;>.,i/ i,viG iii .i �c.,,,,, &; ,„,�, ii...�i /, ��,,; �. o,: r � '!i �. �,I,. yFV�' e;; � /// � ✓�,,, //� r w,r,/, w,Vii, � ;;',. .,n' / �{, /// ,,,,., �. ,,: i.. / v ., �i,� ,� ,.. ,,,'�.,. ,,,. ,� <.✓, /,i a/,/,a,. �,%./, �,..�/ /ri%�.,�, Vii..// ,. rii/e, r ,/��""';; ��, //, i/, Sri � i �� � ✓, , � //,,, , ,< , ✓ / „„-, / ii/, i,„ iii � /� /ii., /r �„/ ii,�� /,, i� ,, i„ ,�,i ra � i, �, / ✓ii i / ,,, „i//,,, �/ �, iii ,��ii/� %,/ ,: ,, i��, v / i... iii ,,,- v /..✓/, .� �,.. //i 0:...,/ G iii ,..�, ,,,,, ,,,, �. � � ,,, ,,, i / .,/�. ,,, ,.,. // 1. �.� /� �/ .l ./� �..� ii //... �. ,iii �i=.✓% ,,,,G iii._.,,, ,. iii, �. i .., ,. ,,,%, i /✓, ,� � ,/ .� 1. ri �� r "%i.. �, i.. �i iiii „ i iC��iyy, (,/�.GG, ��,/,�y �u��, s���, ,.,.ii„ „ ��.„��/„�./r� c,,,�i/ii/�,U�///i/��/ri,i/c',/////i %c.Gi///� /..,.✓ i i l/l, / J �i r/,; - N ,i.; ;, /�i �ij� � i/ i/l/rr �. %r/ i�,�i.: i �,,,. �, ' ! ;,, , �/qi..�/li/ ��/�/��/i� //'/ � /��/ 6/%%i iii// // � r 77, l cont,lirluocas inspection's Oil the Site to cbeck the quality of quantit ,,of the Worh, Elji,'ljpcors efforts will be directed toNvardl providing for Owner a,greater dddrec of cobf"rdertce tbot h& completed `cit waif ert afcal is ene la�f' tta�alto i�tttr l u u tiettia, ia; t lanai t°af is t r i it utad rutiraticanx, rtiicr will lcrttr:irultatttad crf the lirca l encleverr Raf{ mr iiratidlet '�JJi . w � titet' �tt atadcaitttta :are itjeci t aiJ fl ltt� � rtt ttat ir' iar�at and" i�aca�aiilityaetrtl yin Garr : IC� arf , talit ; t Lttitatitaur� : rct df� dart iriet ' "i t t ct t aiMtax i t a" r:* n ite r wild 116 as�M;cl�r i'r triad'; gar ttae atirat haver cfre reacara �l1 irwlractit ; `iat►a, xetict „teftu ettc` 5i°fatrf, ctc¢t(t rwtt . tculict arl stkir►i tllrt , ear fit arty �it r taf iantiractor iO cp p tt6t �aw� aitd ulatta�on �t 1?1c bt f the 9,03 Prqjece ftre,,�, ntoth e , If awn r antf 1�;gg4i&t ag , l�iw a�eeir rill bra i�l� `R�side�nt Pi�ject � t ��b ira ���i�t l to i, ,,r its r r fdin pore,exterisavc rbserwafi+ ai it Work- It ttutlztarit at J' 'r fan Ole,, lrr an c Writ" pro" t l l rs i arr tl - tafalal �eratiar t ciuda i , atacl 1ir�atiatii n tats _g ye cara4ib if fte ,tla re+ f utll b 'if r6 ded rah la Tfvrter a1 av tt to, re f ch , r / / laic ry N ttcat tatteer cciraaultasat, aezat � uu +ce� tlt i /� sinlitte aa1tttrrt r w / ri o /r/� " iiat�ata iataut'r, fhi��udxvtta�/ i�cttt�t mall � acdcd ,rr Icvai s r , %r� %,r// //;/ r , l rrr, �g +',, � F4 �;<.. ;, „r„ "'r/r/,rr��/,,,�„ �,// r/, ,r,,,:,✓,,,„/��,/x ri,%,r, ri. /�,!%///i,,., r r/i,-,/ r ,ri f / %� / /i ��/,,; ,�' , � Cairo e�►i�r ri r � r / ,,, r- / ,. �. ✓.. // / // .r ., / �.. ,. ro ,//�. / i,,,.,, rrr ��,,. „�;, „ , ;n r r r, / r,., rr r„r ,,,.,, .r //„ // J / // < , r,r /ei/ // r //ii r� i, „✓o / ,, �,. / %%,, rrrr /i //,r,, r. �. ,., . .r ro /% % rrr, /r ,, /r ///i , r.,.. /i/ / / .,/,ri / >✓,// � ii r/ ///,r - „,_ y{ �r r / r/ r ✓ i r, / r / / / /,, r .,r r ,/� it / / ,// , .a /., /, /%„ ✓ / ,r , rr i r „ .... r /i r :.✓ //.. ,rr ,r � , !1�, r,,r4„� rr, ri � .. rr rr r r�/// ///rr i r/i r l,. ,,,✓ //„// ,., / /,,,,/. ,✓ r r/... rrr, r rr.... rr., „r./. ,.,r/ /. r //rr, „r r ..,,ii. r ri.,,., r r... , r /„ r rii/ /�, �.� i/ /, ;✓� e, ✓q. ! ,ie. / %/, ,, rr9.,; � ;,, r, r, ,,. </, � /o,/-�f/.//4;r,rici % �ri;D/./�i .../rr „v, c..., /. �.,rr .,r// / / / rr / r. ,r, rr „/r,% / �� r ✓o .,i,.r/r �. � � yr <,. /,... ,/ r r/ r ,rr, ..,r/r r/ ✓.. .r�/ �i�/ r, ., , / ..,/r //. rri „r,/ //,/ ,,,,/i/ ,,. / / / r r ..� / r,,. ,,. ,,,; „%,.. r/.., ,,, r ,,,,, /, �„ ,rr. / ,..,..,,,,.l.r„ ,r, ,,,✓c /r �/....r. . rrr r . ,,,ir,.. ,,:,.. ,�./// / ,r✓%,rr /, ,� rr,r.../„ .. .�r.r+�/, r„e,. /i/ l r / /rii, r., ,r � r „r,r,or/,/r:,. cur �' �r� „„ /„ -:�, °/G „ '✓ r,,. r/ %, ,, � //: ,r !' /�', l% / ,/ii -Nr /ap r..ri �/r,�1// /�//iii-' / a , r ��.. / ., ✓ / /! rrr r. iii/r r ,. � rr r r r' ."�r rr ,c, ',o ,,, ,,,,,,. r✓,;f; r ,,,,( �„/ /// f, ��J,, �/� /i/ii/�.:/��ri// /,,, �i / r r ,,, „i ,,:r//// r /rr//,// // .,/,.., .../ r, .rrr r / r, rrrr„ r ,. ,ar rrr, , ,r. .r /. /.. rlr,,,.. //� a ,-.✓i/i. r ;. r .. ,,,. r // r r % /i of / r, / G/, / /r/, / r /// / � ri/,✓ r/„ ,c r r,,,rr, , i/....%r,,, / /% ,,, //r / //i/.✓/ //// r rrr�!% �/rr/,, � riir r / r ,,, / r/r/, ////.. ,r .,.;;,,,-, ,, r / ,,. ,r i r / .✓ //,ii ,:. a/.r /.. /,. ,, � rrr r r r , ri ;, „,r,,,,, /,;rii,,.. r/ /i :x: / //�/ / %/%�rr /i/ //%iii/r�/�//r//ii/i////iii��rr ;` /„ r„ r ,J✓/io,,, / %/r , r/ / % r /,ri /% ' ice// r,ei// %r7/�/fir//% /rD r „/ „r / I//i//✓,�,/r//i,r 4 r/i ,,? ///r iii„ ,!„�r,n.w / r / r �r 1 .4 . "2r, , r� r�a���r ,, '1'a�rrrr�,�� �'�ders,ond,~�'�x��'a�eI#try A. [fr oo ine t ,, w,,it and,,11inliOltions, WS, to Sho'°, I r itx to 54 iplo, sag i raph 6,1° . . atit r <� iact ±�ttra , xa �r�r ►tt � i antaca arr ctrt ra �s�a �t t ;�,t; yazrrr ► 1i � ra rah :, r r � ti tta, �at'� c :" ttr ,,r, At�c1 d+ , 1 ,` D. � "s,* r :tcazx pit,, oe AC , 9.07 t 'Ina fd NiO Wv the etu gtaantitie ttc t ttt f Unit,, j`ic °e p r r x b' " icn n r at nfrad n er will r6, n itt rtr� 4rtcater ts1`40 ; ptu r a �� tr` xti�1ist : xt � �t` cacti t t*tt � iiil nartiita�; WTI!to r 1 c c a t YA,f' i t �gp rr aat a u ff L A ew / �b wu d /^v 7� / r' N � h ��7FT`" .�5 �°,^��T�I ?,f�l^ d,,,�,�14.�4 A ,',.r 11 �r �' 'N'` lA� / r i "g �i - r,��/�;; 4 � rrrr r t a t rt ,i„ q ,,; t �Y iiii /,%rr///�, ,,,� �� / /ri/ r ✓.,rrr /i i r/ri,,.ir.. '✓,�r, ,,, r r, / / r / / , r ✓r,/ r ,,,, � .o, r, ,,, �r o/.. �`� y �y..c r .,. r'i�:l",, -.rr ,,,� �y !�, :. :. � r,,,♦y ,,. „r. r, / �,� ,,, /...�,, / <,-i ,�,, ,. ., r;,/r, r,�i;r//; /r„/:✓,/ //,e'���ii r/�/r, // //rn// r rii r ri ,:ri/ r%Cii/„//, /�/,r/,,;, •�/ / / rte. / ,� � // / � ,, .r. /r r // .../ r,.,..,,. .,�I, r s. ,,,. //, ✓i/i/ r�/ ,..�� %%/� / � ,: „.off / r /,,:: ..it/�/r,/�, ,,,,,, r, �„ /..., ,,,.... „ /,.. /�./�� ..//r ,r✓//� aO,�io,/,a,, % /„ ,-,,;rr o='„rira,///// / �., .r- / r ,rr ,.. / r .,r // r / /, ,./ / / rrr. .., / ✓.... .a... ,,,, ”„ ,, r ,�, / ,✓ ,. 1./i o/G ,,,, r ,, ,.. / / '��; ..r ,.... r ,,,-,%Ir / ,i,, ,,;;,,,,,,,,,,,, /, r {r � / r r,. / //! ,,,✓. �r / /r ::/rr ,,, rr r>-. r ,� //. lf�X/pal v�' r� /�/ // a ✓/r / ,/ � /,,,/ /ii r,, ✓ r ,; ,,,, ,,,, ;., // r�/r� o ✓ir, /� �. , / rri„G ,, ,„/ „/ /i /i. ,, , ... .rrr r 7,77 777,77 4 r exercise such a0thor v or reqpornsibility or tW tt erukin , exero"ise, or perl'ovill'appe, of any authority rya responsibility by Engineer sihall'r;r a8 x impose, or tivv,ri,e to any duly rte contrar t, tart> r r° rtl� ,r i~se<rr�ve'd by ngIne r tra rntra C rt,, at y rrb ntr tir, any rapier rry other ittd vidual or or en) rt eht cif";aO�i ;there. �. ; mater tll nrtiarerue,, tlrrrt;` riatral rtratt5iiy t�`06,r or be rrnrrl ttrr + riot ' 'tetr rtdiii °q ttc erarerrt;trecti :t tie pt eratan ad rirar, ierderi" e,to gray trlure �rtitrat tail t ennly are an ulatr r r plla4rbl acs e ertrrt►a rnee t i ciri ngrneer r i1 arrrt be r ��t tr O tore tntr� tr tz( eetrrr '4 ° a°l;arteepne� rtu t cttt� Tta; 4 �nirier:v�r .rrcr ' e rel?crrc�ber the acct " rns,Crt "T"Pr c� �rriyr lrMtr°aCia; ri y rrpla9a „gar r4" tjy�otbL*r a� 3 A tia�%i eatl�ty ptc rr tr ,any gat t +' rr : D. Erigi deer's review,ofthe,trot Apolicatirrn for Pa ;M �t arrd aee rrr ao irtg,d gn)ow0on and all rtr�%mane 440''Op/er4tin inis4r ct ens, sch-d"I"" �; bcr>r �� �erlatie��e� r1`irt�p eticrn� lest and acaal and tkirlcrcrsrnentiorrn ruttin der�rere ; y ?ar�ta4tuil ph I truly to teti?rrre Lenox"j, f"'0 t err e rrat a/e rn lre�, Ertl, alt a �re�nent, ", qtr rn the „' art eertctscat aft ipeetrir & ,, anctp + �rli ax thy, rultr€ilie idcat . crplarrcth,thew ntetetat re l�rri tattc tr n�rr auth�rrty arr �e 0P"/", al��r,Ogp y D/ /i / „ t t1 erler4 edtttd ritant rt �� , / ii r r r �// <,,�, �;; ,/ ��i,Lrir��/,�/ ,� ,//C o,,,:,,�✓/ „/,e/:�., ,./,,,.r / /C„/„r, i li„/, ,r/,��/� i�c/,.;, /i/ I,..,, .�,/i..I/�iir /.:., /, ,a/ / /i / „,s /�ii;s, / / /„� �, / � 1,,,,��„ �; r , � ,, ��/ ,� , �,,, , / ,,, .// ,,,/,,,,,��/ //�,✓/�//, lid �//��/��/i , ,iiU/i/�� iii /., '�l ;i./. i� �� / � ,Y/., •./.; �; ,�.G l n; / ,. ,/a,.,.,,//,�;/.. / ,,,,,;'.� /,,,.,// , ✓„�l,,ii`�i l/ „i//, ,�.Vii/ /, � ,.., / ../ //r/i< // ,,,,,,,,o /////.,//� �%/ .,// i ../ / . a ,,,,,,, �, ,, / ,,,.. /i v;,, ail, ,,,,,,,,,,/i�„ ,,,o ,.,/,� „/�< ��,/ �%.. ,r�,�,//� i/./, ,,..,,,.u,,,, ,,,,, ,/ ,,,„ ✓r�ii / ./i .../ /ri �;, / ,/ ✓ , , ,� �i/ r / / /iii,. /,,, „ ,,, /,/, � ,// i oi� ,rc// /,�� „/ 1,/,/ //, i'/�, / �i l/ ✓/,� // ///"/ �/ / /%. /� //,,,�� o/�/.�.o �,z /�< „- /// /0�/f%//,�� lr rp.. � ,�., (i / ,,1,.; ".„ i�„. l%fir ;�D r;. � f//�-.l ✓,i. y� /�/�, / / / � �� � ,. / ✓, ,,. �,is�'� .:. , � ,// r ,„l /i/., , '� / '�/iii/, ,-,r ...,/ ,,,,„. 7�'r% // :./� ,✓/ HI/', r/ � JT/i r// �../I/�� � �.. �/ri�fr�T„i�iT” ,��,, � � "✓ � � / i l „,✓, - o ,;-,,,; / , ,, r / „��, ,i/%ii%/%////////.. //// r/l//��i /i//% !/ l/ �t; / //,,./i�oil f i iii /� ',,, ,; ,,,,, rii�//,,,�/ :', � ,� �.,, /i, „, /✓< ,iii,r„/r �� / .ii t /✓ �i /: //i iii i r / / /, ✓ //, ,� n r/ as / ' i, ,,, / ,,, r/// ,,,.; ..fir / /�� '/ / / / %/✓..,�//�/// /r rl/i. // /. / !/// ,;,� „� ,,,, ri-, / I � f / i / / i rl it / 10-02 11rrcrrrtborwtzed Changes in,the 1^Vor'k A. Q69tractor sh4tt pot be entitled to, ap ineT ��Y art t ae r ������9 Price of an e ler��icrra rat, tb tattti� t Tin*',,, ��h r � ��c� t a?��F ��r�,r�€ ��f pm � � t �c�t required b Abo, Contr t D peen � to Ut P M rat nde , ri► b i �r l me Pr c6 t r t r'Ph ,e t rrr t n rt n � rrtr,i %i n;, ar �b �r J'; "i i n t c t of U,C, r�,rte �t�rfi, , 01 oti* , + i� a to Con'tr ,for it 3 el ' awt, j � t Nfi r r POPI O,,n , Eogin kt erarre in tie 'cri ri „ a i crcr ( irarhr ira ?a l . it, , G giaired 1a ar a e zaric f de e�,tj otk tit er r r° p�� 3. ,A r Woc'r"s correetio of defective Work,wader Par4 p� to by the,,pailio, . chatt i ll tkroe taritrac t Piece cry C�rntract'��rai ew ��ric�� �a,` a reed Ica�ay the p�aatN�S, in di any and� utic1 ;ut gartaiat;�i"tiif 1ti Lull yna irr:dsrnce witr ar tart iiev >> , artP” to tra;; "tr �rat Prr� err Ctrtr� f �aratel yvhrcla �a �r'tiae rrG It tadeaed , �n� eer ktS41v y cal / � � 'r��* ,, 411 1t� � r/ 40� ti c� `attttt� r art/ ra �' � �� #ta ttt� d t wean;f �„ M �tertkr tie; t, rrarf try t t / i/and a �i ° AIM"' /iy � ,,,, /r,rii/�,� ;.; Y. �� o, � �"�„„ �±�/(i,/ �,;,o„£ ":'v � ✓�/ „ ,r/, J/. ,///�%. /�/ x ,,,,/.., ";�/rya ,,, ,,, :.r ,�.,,//i/,,,�if,,., ,;/„ ,,,,,,. ,s,,,,.,:, r,.../�,r%////,,.,;%,! o✓,,,. .//i�r, ,;/r /i/ills/�a� j � ,/ / ,. % .:./// / /✓/iiii,,;.i//�/�, ,/ii., % // ,// ,,./ // // /rr/�%/�i%///iii/ /� r / ,:: �'�, i y ir,/ � ,� /�,�////r% /� �r,,,✓r // /,!l�ter; //� //i/r/i// „ r r r /r r ,r,// ,. /� ✓rrr,r/f r / .-rr / / / . / r ✓„ � rr / / / / rrrr„ r / r // / rrrr rr /, //// /i ✓ r i r rrr/ //... v���� r ,,,,,, //. .✓/// �rr r �/�// /rr ,f1i / it / ,.. / r / ,, ,,r .✓i/, / ,r.. ,.. ��j ai/ � r� ..�// r./ „rrrr ,,. ,,,r, „e,r ,,.�/,�. ,r,/, r fr///,..,,.,/ r/, ,r. .r/r r/ ". Grri, ,/ ,!/r.,. r/�/r/i. rr ///�/. / / � :✓ „-. ;,,, !r /...� ,r.,rrr / ,r o, ,... r ✓!-, �� „, %/ / // // "�c// � /.,//// //, /ic�,!r�',F'r r� r, , r:"r/,%,,,,/./ /,/ /,r/a,,, '„” ";,r., ,, /.. ,./,r r ,,, rrrr;' ,/i.,✓.,✓.-/.,, i /rc r,:-,.r� //�� /, �/o �.ri� �.r,/ ,i/,.r ;.. / /.: /i/, „/<., ,/ / // /...:r ,✓i/ /i,r�i/r,,,/ "iP {�Xi,�r /r,�� ,". ..;,.i/ „r,. ./, ..;r ;, i..� � p/ .v�'k, ,.p� r. //,r, r.,;<' / /ir r � � (, J / �X shall be deii�Bred to,the Engin er rld the other part`s t(,,),the onttla t within 60 days after the start of loch event (untess Engineer attOws'additiotiM time fbr claimant ttt subi0it additi�,mat or mote nr'att`data in ,wp art t?t �,u lay i�irr�rr;i. A + ttir T t ttti a �u��Crt�, t Sri orttrrrct Oki a sttatt tam Mint t r n ta s tin,rn i t". rdan e Wirth t e t rt tat h 1'2,tt rnti° t `i w l b r rt � d t a rdance` _4 iih tastti a Piet as t t tat ntjh4 tt e ad a rt1� 'tt to �a t1 � ntrt att u t went t �ahre ` t ae t at tat t hetteve it t erttatl ` ' r iait`rr ttra e eht t t wrr «htt)l uti it and fe t tt e t h ine n&tie c ttuitt i t rrthtr,Kati a att i« r0 1 t��te ttt�t r�i�t'� � t�tt�ttti,�tttl� xtle s i� t��e r �t�a��4rt;' ta'ttt : rr�izrrca ' irxrrttrtt t�iie eaeh iatntttt, ritrtaytex, tepat`th .....i ` tr iti t t' t iI'm' i i tt� 'itis sub,1t�ri 0 `tti`t k q Mh ;�, qty, if any, tai .ctrie 0f°tt f Nyi g ai t its wrttirr ; I. deny the Gala! in wh le oi-in ?. approve,th&Uairrr;cror notify, t4 00, i1q,W141, t� r stit� tote 9aitia t ,in the r irteec's c i retr n rt troutd be rtta t prtate r �n iti i' to cr i . putpp�s syt' r��+�lutt � e iaa�"i��n�.Dt n�t�c��ha3t �' �ed a deny�t rz the verrot tltwwt' n3rrerae tat'tae ati � ,tt�"rr ,attirfc'��`�i�d � � �, the��'lttwt // ,,,, y�r �y �+�'�✓��y.,�,rn( i y4* y yri� p/ J�,r; y/ � �/% //iyy(yy ,,,� i��/i q/ice!,� ,'�],yy ,�[ � S+siD 7 MM'%;4 � MFArIkI!Ie4� G4A 'q,Y "� �Ji IIA RiNA yy5/� ,�!i �'W �` / $ t1#r M10r „��o///i,,, i%i/ „��;, ,,,,,,. / iii, ,,,,, ,,,r/,,.//�� ,;; /////�/,✓i//'/ �i////i ,, i% .;%/ ��,'iiii// i,ail iiii o �. :,, ,,,ra.,,,,,, o,,,o, c„oo��,,, o, �,//�„ o o / ,o/i �,i/ i/,iii i, � i/ ✓,� ir/ i. . / o r o o ✓ of / o / ,, � ✓, ,/� o i / o o �,,,, of ///r,, o�.o�i o / ,:.- ,..,,, o/,,,... o� / oa, „„�o... ,,.. //li�%/ l / / /„/.. / // iii �/,c„ ✓/ii/ i�oi, ,,,, ,//,�. c„i„ ,:. �a ,i,., -. %/% %//o ,, ✓/ /� /%//o ..eo //,l%��/i��//l,i/// r� �„/ „v c / ,iii% /,i o ,ir✓//. �✓ l // %/ � � wo6 �, � '� o�'. ���',fri '/�� //i �/i o oo�o�oi��, � o /... l ,. /�„i//i/��%%r /O i� /�i/ i// .� �„� iii i i.:�„ i;;;,, ;;`, ”„,,,,i � .✓.. „iii„ /�. i%��.: „/, r, ...✓. .,. � ,. ii iii ,�.. ,.o, � :..� o / / o„ i ,✓,,. /� // ��`,� o of o-oo ; �„ ,, o, ;..,., ✓. ., oil � � o, ��.�� /� ,.,, ,,f,. ,,/. / / �l.�,F.,.i / i/r../.. iii/i.. �, //i/ �o�bo. ,✓. o O.. o ,¢ G/",��/,,../ i o -o% / /.�o /'�/„ o ,,,, o,.o. %...i � 000.. � , o�oo fn �.-: iii%/�/ + lyk�4rw✓ o / o ,o l PER / ; o ogo�,o o T } o � �n „ �at,r �2rr% twaarrwrtt urww I 1'a r costs, for, cmp loyeo in the dkect,011 loo of C-optractor in, the perfornianice, of the Work nn4ei r schedules ot,Jtjh toss e'au- �*ed u ,$b, b r and''Co'ntractor ch, etllpl ty,�eos. l includ µ,wvjtfi6pt fipaita y any d p ute d nt , ft ° tcn, = t � p rs'intt l e�ai l l 1 11;t'41101 can ski rl , paa t 11 t qtr eh, al i, tc� tl t ail c a d rl ltiall k , d gar i�nut art y t �tii� ru st t st "k?,0 Od t h' 1 �triatdudc�ual ctwrutilttn � tort, c�i��, arts � twnrc ' a � ��ctt rn l e tlth et� t� at gnu � G h�inu e � ; 'a alJo l 'h da „ � �i, apy�l ca th � tt h ��� �� �c k' MR, � 1,94�a� r�nw�° tn� l�canr� tin 1 trca � cttp, adm l�pa htldahll hltdedr tie lay t cthc rrxl t ik, i 11,nt rapt nd dti a at fu is tl AP th ¢tda� the U'�t�t' ; rnelt�d�n �`;ticttt� xhtirliruf, i %�tt1r ' �' s r :ltdaa �it tcau therewith;' ,alt cash dig t�iuni� � ��� ��c�t� t� �n��aet«r t�nl�� '() WI, depc� its funds quad l �antrttaa�ithaF�ieh,tc ► ainnt , 't�t, ? ial�r t ►c ddr�astnt �;lall aeiuc to Qncr to-ae de�r�nt �at end r+ itd and'xet � i; lt'dfiaa ;tti�a ttr� Oj ;j(i4 rwt shall,tat crud t i s :a i t c tt i dt 9 % e a ti fli 1 tl� t < �th�at a rra rat Mn h �> i)ntra r t i .tdt act , , dt lutred �wr, trhat` haan, ► tAt ', ` tgtantratr� aedh� Cnn7n,';7, Att. f // � ,.iii.. i/ � , / ,i,i,. � / / ✓ fi /,c �,i/ /% /�/i .,��,, ,r r,r i i // /. �/J/� / .��, �, i ✓,it v /,. i r ��r / „� / / ,,..., W� Tr�w,c;.F i .iii �.,.,,. ,,, „., � �,.✓ � s�%; ///� ✓�/%/��j//���i/%%!� ,,"p ( k �iii, / s #V" ,�' � s, �;% �, � � /1, /�� � i/ /%��a ,, / �,. . / i ,iii ,��% /„ �. / t.,, ,, �..,,✓...i i / ii.. iq � i/ i /�//rill / �„ i/ �"✓ ", �t° � i v �� -1, „ ,,,�„ i ,.,, � ��/e, i� ( � ,, //.. r,�,� i v ���/ ✓,,/ / i � „��� /I/ �, i i,�/�� l i��.�ii. // gym,,,, i ,,,i /ri/ / �, i J i ✓. / Ti%,...i ((i iii i c.. //... /✓/. ..c,rii of/� i //oi. � ,., i i�f /ri,,, >i� i ��„ /„rill//�//%/i i//. ,v,,,„ /,(, � . i ,..,.,v f✓ �,,,�, � ,:�/ �,/��i���„�j//�,i,. ,li��%�/i,:./i. / i �, ici„ i - ,,,, ,./... //r ..G��/i G. ....,. /,,.... //.�.�./ ., i ✓, iii � i i ,�, i ,� l ri�ii� .ii,///�i�//�i ,i ,,/ /r� ii F�,✓ �"n a����,f� i�iri i,/, iii G �� �,, ,,; ,,,,✓„ i,.ii /,,, �o,,, ,,,..,, ,,,,, �('; ,,,,, ,iii., ,. i /i,,...i ,, %/ „/c�i.,.�// ,,��, /�/ / OR , ,,, '�r . r ,/�% iii,,,,,,/ /i/i. i, � i �,/ /✓ i / ,.i. i i /i �i iQ i �/ ,,,iii �� a./iri%�l✓/�i//.r��� i��y/�/�,�ii ail/i�//��i�/%%i� �i� %ir'.,i i //� � r v 7 Xs t ,said,renal a ?`. emenvs. T reroat of an Su'ch, tr MT' Mt, naahiOer � ar part's shall,cease when the,use �Naerec�f i� rMC�l�;�i�ei ne�es�;�M` f tai $flies, ob,,�Or" M. o, arld Stith � sitbilar 't re ate, k� the,,, �"+r prk and faMM h t , atatt a Naler arfa }eci �. + , � nNiaa , e: �faOit fit% ftrMa / / " / tljtrar� rreMrt�et�r, and, hait% tr „ aio rMa �Nmr+ iy sir rireui' erMicsed `a thMr 4M1Mr' NaMe ac t rt tti�Ma7a Nia � , r aNt � a r �t ee�rl /��x t 'lie r w a ;aianax McNt «ern `eatr y dMa ', ter f " M1fi% 'In's urab ki ar e u t wined n ctrt ire fi a tf rn vMt the p t "t rti arM if J r a 00,108, eY4p' �ti ' Mti aa d t , f a poty no!' s'M va i d s McZi losses axed da ages _-C, ,,,su ted eposc,5,olhq tban the,,ne li�e e oft ntracrof�, anuk ,nttae tor, : aacr�e,dxtyp�, t�y hire bra ctNi4 fNie a t 0 W/',,,them may i ,I' cN :; r��; aN� ' r� a ettl t o- ad' t1a �rttnt,cant as andnataaatae , �( '± % iatra� e , r►d Oxpppse NaiN ; Inc h ided j mile C'Ost i t�� `' t ;Cdr I� ar tf`d terM� Aitt� t ti° tr s ire. hM,twf Cite ,fe # tft ai tM date .r{ J 'MJ'�W✓ e 1° SNA✓:bi 4� M1�' ri �x / a7�tw " • r aMn<i CtMM@ r r � "' Nan%M " ] ti ,, rr / x / t :,, /i/� // sir / i/ /i//ii //r i///%/ !%y rr.., //, ,,, ,, / /,,, ttMl f tttMrNft6 itrotMtMtttt%,%// // / / ,1/ i-ij / // r /ii ,rrr J// / ✓% r / / / / .rrr r,,,,//.. ..r. /.,.. r��"„✓„/.,.,„i .../// � , k�„ii, ,.../�i G/r//�r ,.ri;l i%iii:,...., O///.r. r/ r .,.. rr. .,.. ,., i / ,,,.,. ,,,,, G, „'. y,,; �v r%,, re.✓ c„ /,� /. r ,/i,.:. ,r/a„r /.,,./ /, ,. ;/,rr/,/,q,//�,! /cv,!,.:,u,//%/ic/////ir/j/ �,> ”„ ,: .; „ „ � r irk/,///r��r i ✓, !� r/,d; is n/. r ,„ /, �,, //a„/� ..r�/ %%!ii/ „/L r////r/ �r / / , / J / i / /r ✓r / /� ....rrr � // r „ ,,../ ,, .,, , „/ a ,... //. ,,, /, //>%..ri/// ,..r /. ., ,r,c✓/, / r...../<. / /.../r_. //./ / ,,,. r..✓ r.... ..r„ �.,% /. 1, ,,,/ „ / / / //� ,,,;, ,,,,,,,,,,, ',,;, /� /////,,ii/i/r� Irr/i� ,r j/,,,�ri , r,/� /i ,//, .rr/ /iir/✓,,,r�f/f / :r,k/. r�%r r„ /, // r,// '” ,,,,,, ';, ,,,,, :///i/r/i/ /r,rrr ,./ urr � , /; � /;� r;/.. J1/ ;.' / ';% ,r '.�J ,%,� �n'�✓ r ,r�; /// r/ ,,,; ,,,;,,,ri „r,,,,,,i�//�.v or/,��i/io�r./i b.,, /„a ri,. /., /✓,///, /�/ / /, //// ., / �///cri ./ /, ,r :i ,, v,-i ,rr.. �y N a/ % ////,�,rr//� w,r/, „r,r//,Gi�i„,,�,r ,,,,�,�i(„ / r,/ � i,///l/ �,//i�r /✓/ D// /�//,//�i//// //, ,,,>r ,,, �/%/// ,,(,,�/i,,,,' �;' % / ;e ���,�,¢(� �' //. �// �/ // �/pay, �; '�� ,����” i iF” r,y�,�✓�%/r /i/// r r r limited to,', the coTTect on of defective Work disposal of neat fials or equipment �wrongly supplied,and making go pd,any damn to-pro ti rt ; et° trkea arc en °tl; eite f` tt kind-anal the,e4m ate, stay,itrau, iulp F' Ardlai � ,ittt-,luclda tirltKtlal 1 ,ll ', ,, + cr�trc kti ;; ltt ill t(e fit : } rtwt�tacl stn the 1�tit oaf r+ tltt ;ttreld" 1i f mall; dettb ON as, 4t 1'ttl; it�ware ttt ' lxaii lettlu tl"; y, etee tur & t tt; r'1 -�t a lat�r �; ttttrluutin tr�lra t Et4 satrti` 'i 1 Bair l r r rtt t ttt ;, xt v t tie atii 9"t � �9 t n p irp � ; e ep i 'puti a t"t Paragraph; ll,Q!,,A .and 11,�G�1. � Co, t �° ill, st�6lis M� a t�tl `�f��r i da at t !�tii l rierally accbjite 4cco ,iit tt ract'i �. at�� �t� zilit ��`� ��t�� 4ceg Dula l to nnr art itentre�l cost l�takct�a�t� �tl�r i�r�tll�u�i�trrtzin a��t i 'k,'It i twndea� �r at 1 ntr ct r 1 z ude t ja ijntfA l�: rM e ail Killt v trac e ti tam d itr fhb + ntrtel utiittt and allu tr "lrlc, t l �t � r► ftarrt h; rsra taelt;gaer, n art Iuii a rtr stet d t« 1 war tnd l rtFf, 1t��t� r� s ii��.UU��,"/��� �j� � i r "� -� � /"ii�ip ,✓ ": ripe i���///�//r r i a //%//i�� �� � // /.. � - �,:, ,{{;�.yi�dd i ,r/ii ,ii,ii��:✓ �c,�%�� %//>i�i 1;i/ii/ij ii ///.. ii /, i � •iii � �,,,,.,vG ,�,.>//. ,,, /., � ip,i %. i...,r/ i rr c,� ,,,p// , „i„� �i�/ ,✓/ li,,.� /iii i /� ,� i ✓ /.. ..,,/ a � ,,.. / �. ri 1 /p ,, ii „� ,�ii �,�- <i i i�� i ,, iipr ip�/////rii p i i//Tl �� ✓iii ��, �� ,,,,. ��ri � / a'' i//// ..,,. ,aiii i � i � ,k J ,”/iri �i, ►wYt t ii1'4,r r,z 9. / ;,, „�,, i /pir,�i„� / ,;���� ,,,,, ✓ ��� /„/�, iii / ii/i ii ;p ii--ri �� � ..,� // i � �,..,�,,,,//, ., ,.,,.. ,/.,, ///, , / i i,✓ ,�/ � p ,gyp i p,..,i rp .�i,i, p�i... �.. �////�� ,,, ,,,ii, � ,�..� a �.. it✓.////ir %..,�� i... i�2,,,i. ,,, i %/,i ::> .�� � ,,, ii.f/,,. /. i i � i i!�, r / �i / � i„� ✓ / i.,,�G/,iii ,. 'i i , i. iii � / i, / ✓. � .✓ ,,/ � i �,� �� � ,�, /„ l � , i, /, �// o� iii Vie✓%/� �i i i i i � % n�kt����, � ��� pa**/ 9e�,�� ;✓ �/ �i. r ��,v � /%�i��i� �%//��/�� � �,i i� it ��ii/,/ � �, 7iTi� � #w tist'' K�trYr +1 YI1 ttie sum of the unit price for oach separately idenjit'iett 4011—0 Uijiit Price Work, furies the e�tiirrrrte gu�htity�rf ;rch item��indieate�t in the, �rer�rerrt. rn quantities. h (),f iteo; rah"'l That�i#ic 'W tark ai°s: nett 94Oranteed ar'cti°soj,�,j for the ttr) S o c t p ri{ rt f' i ttrt t xi trttrrt ter ii t �tl is t a ; rke:: tc rt i,i 0,h« oaf tits etrtett guurtAttthg9actaau ,rattit Prr�e r ,geres� rsrttr�tt,tr il.lrtt , sy trgir r �uhct its=t grarrart '�tp ; tr t �tt qu e a amount ct n rd r r tt� ttar tt r � ¢ g ate t r / . . wsrrrtzart rcr4ti r < ittr5....ua tral rdait ± ttrri: T)r' ytt tsrttr¢ytttir'jr an rtd��artrrat rrtrta "rsmtlacttiex ` 7rur .r�rtgti PirPJD, S- j, ;.4e grtatrtlty pit'arty item of Urjf rage °41��r perft�ir�ed tsy` c r�ra�ttar° �it`fer�» materially arri� i hiticarrtly from the es ril�rted.gpantity tsf,§ r h it rtt rtr idl,'t0d lea the A reenlernt.,an t 't #-is ho c<s o q trrd.irrq*a rstr*rat w rt�i r s �t to any�atli r it nl,of Work; t ntr�rcta r 1*i ue!�thot " ,tt-raptor"i e t tl tai an rtr r a r yr csntrr,ct.Ptt re n t ra irrq name, j xt tarr q rr ct` w er ulre r rrer"'Wen 1; tc„ ccrqgso,, tr xn- ctrtret raernt t� prtpe ;`ar urrah ttr;a trs thsrttht est irny, rtt te, t% �S r r / r / ��r / ' ! /r " � k 1G 7 ,// �� . ' � r °'>'��'; ,,;, �,,,i,,✓ ��,%%� ;ri/i//�ii%�,�� �rr i//����� � i;,,,,� Vii/, %/ / /„ ii// ,/.✓„�, ,,,, rig r//. /,✓:,i/r %/% .../ i i„- /i �'/:: r �r / '- r, � ��o�,ai.:. �, ,,,.. /rr�,,�r l% �%%/ �///���%/ %r /iii %., .,v. / // ✓//,,,,�ri�' „' ,;, a' r� ,�/ ri /�; !% ,, / }(+'' / ✓ ,,,;^'' �� , j �u /� 1, ,' _..uo,/ r ....r//iii r.. /i. ��.. r r ,, / i,.✓,r ,r /�i ,, � /�ii.�//..�r,. �/.., . .r,r� �„ ��i/ /r .ri ..r r o,/ sir / � r / ,.„. r ,., ✓. ',. ,,,,;,;;,,;,, ,,, ,. %r,:. rr i��� / ! i ,,,, „ „ //i �. /�i r/ ///,.ri//ri///r/ �„/ /ioi�r ri„'�iiu, �.., ,,,,i,,,;;/// ,✓, ,�r r r „� _., ....�„� ,/ia �/c,/./r ,, ,, /,.. .r�� / i;; w .., / // /er�r r✓, ,vr �ar /� // ,/„/ ,, / �/ ,,, // /, ,�/, C.„i �r„ ,,:,. r, o/, ,/ ��Yr lr, /;. /r.,;/// /../�, U�r�/ /%l,.,u ;,... „„ c ,/r„ ✓iar.,v/r, / /r/%% rO „ '/,'� ,,;: //�// r///////,//"///tea ,,I �,.,•,.. (/,, ;.,. r,s / [.,y,. ! / t �,. /,/, %�// /,r, r // , ,r+,,ail ,,, fail / /r�, ,i„ /, //, rL /,,,, /r / ✓ / �„ � r / /// r/ r / / /i/ ✓ r /rr/r/r/�/r/ii ,;r//��/r/r / %ii ��'�/ /�// ,„��. D / / / / r ,i ,!/ r%r46� '.�M✓' l' 1�1 r Ri b.5 d lei �IN / /i, o �TT/ }, r /� /,,c� rd �MfflCa�w► rci +r � �F�Nj Y1r�� Ytli / ! Y r %�z1r°cue �aM w; Via,. The antra to is i5ce for ovetha d and profit dell be,dete,mii n&as follows.. 1, a Mutual ly,acacepta to fixed,"f e;s r tf°a <fee tat t°eeclfa err thtJtr tent cat te � taous pnrttoJe! t tfte' iJ fir ettttetxd uaadef arar t t; J1`artJ1 t t trdrs fee, tit b. for i to rt �e uu i6,f I I , , ] 1 xbe e c �: a t i� :p re t; , c. N?t tl ° "r `,Subebnfi�' ifl 4}M th ""�§l" {if 091', k PIll," ,too, artd fie is re ai a zzx Cttd i t nt` f Para r J� f 4 1, .2 tt 4 2101.+ 'b " fiat the bontra t r Wh acttt 1 r dorms, the W',T,t; Ott wftak ever tie w ttt fay a d tree pf t *r ent of the;'O 'is it it ed,41 ub ctdtt ac trxr tftidet 1'a tt ra hs, 11.01.A.I --t- and 'I, and th tc; ,hi t r ttt*r p m yact z"tt 41tr ttt f t J� ett�h bt paid a fie of"five, Percent of 0 10 "tit, ai h' 'i. rtrt,f' ;bl" - b9 , ct� tJ Jtar try„ qt, rt � td ttdpr f' i{arp$ t1'. .4;; 1 f . its'J, phi h tatty t '41 .jc+wh,rr',, r ,, ,i �� ,i /lria�/i/ ,,, ;,,�� ,,, �% // //1, /.� n O ri� �i ,,. � ,✓/iii//ii //,, �/�/,,,�� !fit +�r�Y✓:¢ K}1 � �� (�y /% �, �, rc /, � � �,,,f �i+ n� - ,, ,,,,%�.... �i �;. ,;-,i ,; ,, ,7.� i i ; a i �,/,iii, %���,✓ii iiallll�/////, ��i.!��i�„ �i� it i,,,„, „ ., i �1 �% iii a i, �,✓ii ,, / /% i; � � ,� /i, i, i 1 1 i //,,,,,,ii �/ / � ��// � ✓ ii,/� o ii �/ iii ii / // ii/� 1 L l i %iii /�i i i / ,yi / �, �� �, ,, � / ✓ ..... /„ ..�. ,. / ,,... ✓/.. // ,.... � � /... �,,,. is .,, � / //,/, // / i / ,. ,,. /. ✓/,,.,,, .., ,✓ � ,, .,, � ��� / i i � it , ,,.. / �.. /i ,.i ✓„ �i.. iii /:.�r,../ / r/✓� /a i /i,,v i. /... -, �..�..� �..;i.' .�;,, ;y.! 1,�i;.� {t.,.i6;� �� r �, ;.;f,,. ✓ { �,;,,r �.�/l, � ins%�,��/�i-.�� / i�,ii//i iii�i,,, i� i,., ✓/ /, iii.. ,,,: / .� /. �.. r .i � ..i. /I / .i, i/,/ i/„�io..pp�/ ,� �.. 1 1 1 i ,,,,,, �„i/; r. �r �� ,<.,i ,i i,�... ii�� / // %., ..ii / ✓ ,,, 1, ,�// r i i f ,, ;;i ii/i�� •, �� i % 1i/////i// ////ii��%//iiii///i�iii%� iii i i ii�jii �� ;w, ii i Oegl ct by Owlier„ or neg,10,ref"utility ovhos,tar,rater egJi#a ���r� rtc�rr�ihig�at3a r��x s1, a cr�artelimpalrrtcel by rticle 7,fires,1`looc ;„epid rrrdrm41 m 0oar itiorrs,o acts of Gra€t, 1#'OwInor,e Erw it iw„ Or rit r errurt actoks or utilr ra rr rs,per,rrr u %other war r 1�atr t rma�er°a . rtrtan1t fairtt1e ,; fit, yinzi : irir 1 rt ' is �srfale del r t$WPtS oil r shat rat fk ar 4A uatpesutaxaf 1ru tyretrt r , tie itr ;t Kee , die t1u>, rr4t ' rrtttperrt .t � tip j4ttt `771 ; a r„Cffri �1grrfrer +titil try aMUartas aart fryirrripartu ah ' t rtthttt1" ETO ftetii ta'fitrtta 't cr1 it "thpttr�ruc ' rc< r �, r xh mar ' firs`$ trtart�fe-x hrirat'hr; riiXlt> Fi „ ur t t , acts r trlur t yet tgttl% crraers;rapt,aiader t&� rarrx1xet t ; t :, rtttt tk� u�1t , tr krrc r fr oaf'` !var � ai � raf ; �// '>; t1 aen trrt�a a ar 17; 1,t bd; it i z i uitt l le jtu,tm rat t i t,Tila"i0s, ft;uv,,�" idjufstmcnt i� es t aW to CoOctrrr"$, O'i ity,tc�'c�rrrrplete;the irk withrru t1w , + t�tract ' it e .. ,b an dpu� t rer t 1i t1 1? rarrrracter' sya1 and lwsrrr rein 0 t!t kwae deluys descrs1 r1 in this' uaM a' ru�tn r, tr their f r , 1ax�eto s rrr r�, �ua1rt i i� � e��, riru�;tiharutsa crr suer ("rrtr�tefr�rs 51r�rt1 naf°1�r: ��bl t r�tit t;�r f � �rry �� ar 'raast�, pu~s,���, ��r rid w a . af7c1 � ,/ utct litrrte ?ri is cr ,s� rah erzrucr,;/� Vtt , tars, atrN raf6tey rr 1 t4 1 air c �or7C aau aCr tf t ,, ,„ t r + try t st u i t �1 i `i � t r. C of" ri iii rapl nrt :errfut � x <', 'a, y ,//�/ ✓ G , ����� ,✓ , ,,,, ,,,, r��% � /i,� �is„�i, ,/q;4” ,,✓, ,//,�// /i,,�, l< �,,/:!//�,ii�„ �ij//iii/�.:/ �i ���i i%�„�, ,��., i .,�.// /�,a,. /r✓ ,i,/, ,.r// ,,,,,a,: //ir „.. ,.i., �, of/�r�;: ,ri�i/a, �i ��� � i. �. �/ /ii// ,,;,.,�,.i ../� ,,,,, �„�, ,�. � „�1 J /���� �,,,,,,,,„ ✓//.. ,,,,,iii/G iii/,.. ,�i /i/i� .. � ,.//�� ,c .,,,.,, ,,,,„ / j,�,,,,, ,, �//. / �//i r,:,, //� ,:.. ,,,,, nr, ,�r„. ��a „✓///r„ iii/%��.. ,/ ,,,,: ,,, % /rr ,,,� „, ,a>/r�ail/i �r f// � / ,�:; `,�, ;, /,,,//, ,; � •��, .-�� �.. / �r i i i /.l � .. r,: r �, � �� iii /,, m .� ✓�✓ „, r i, r /// � / /a i o�%/ ,r ✓a of r i / �� /, � ✓ r i/ ,,,,,. r„ ,,,,iii, i //g, // M r/ � / /i�� is r ail�% �� <,,�,�/�,,,���, �„ /, i/„ �! r, / ✓ i/ � ;.;,-, ,; ;, ,,;,,,,, re,::: i,rii���i�'i �a, ,:, ,.<�,> � ,;, :rr, � ri, ,,,...i/�%r/iii li�l%� riii� „✓/�..%i��.��ii - �%, - -- ' ri r i it i ri i��r//i��� � s ✓� r / �j%// � %//rid r r/ /i� ' rjr"A„a'1 i� rtu errfa�i�i�Irra � up � � ��t� �tir ,� �/ 13,03 Tevis and,hupvions A., ac"for timely noticd,,,ofttodine,5s,,�of wm'�Oik�Jor altvtqiii j�)_,,�, peq r alpp w4h," pool i reqtAre/d, Jill c 410, J (jog opip,'(W 6&,,'pay, li, I v rvi P PC , om, p 4,,,J3,'O/I,,,0,;b I 51 -for O'spe, f.�pKv/ On/ d" 'TT all pt N "fi)"y"'' p ally"ptovi& i' 66;6�t /,fw n oblic,body w, i� 'di`t`--"'--` C. 0�R 1440 �p an p te Jfj"qpe,,Ct�! ae An�"Oolp Oy r�p� ep"At e c 0A,0,� A 6k 4p,, 61- 0 bg" A o ainiog 's p '1� d ""on'tt f,/",$_4 4, h I I *q)jjJlY`JW, Ao'g ''Ume" ""-r spon's, —6, Q/i Opp �,00 0 Of t ab d'�,',fb z�o p A W ! 'ift4 ol Z", ................ . .. ........ A1111111-4"1, .. .................I'll,............ 01 JI rl 5 ///. . ..... C. If it is f6tind that the unc wered is def, petive:,Contraclorshalt:p 01 cjaimsj�,�� st-,,j lo'S'Se"s., ay ond 4aniqOs On,(Jbding bLit hot,14,"niled, to all f&s'�abdcharges-of Op eetSi �,y attom s, i 0& ',0 nd,60 pi6s,��o'qa 1 4 011"Oh�,bsts,,,, A 'sp -n "'Ur jay "d;,", )rlllell"loli,llg,""t��)�,�',O( unt"o"Vel, Ig"feXpo'-s "a, t ip,� ,q(,), Ovs , 430 0 oi -5r i t" r P.�aPl otv,mail "Oo""JO) �jv j /0 0 a) Ob,WO rk, 'J, g p al", Apj( 1, d"i, Me�eft i/ `64 Y, 4 a qqpi ft 0 J10' Pt J C 04 id VIA e, 1/1, 7// 011 18 nV, Afj- ilo�w-ed, Allik 7,77,11,71,;,7Un/-,, A,1/1,1/1�1 ......... as: "Al i�, 44 t"J"O 17 b" "J,4, "k"s-or, sW4 Id— y wOr �c J p PP, to Od W -k,,/N 1, rp "M fO Vo W r a o,, ,,,, pm ,,, "iit� W'/,-Omtract, "'t, '0 f wevo�;t 00 "fift 7 ..........�//,//"",/,/,,�,,,,',,",/,/,://",///"///,/"I -.............. ............................ 10 n, ,;ffln z�m wm/// Pj mg, -53111 k"mTIP', poe, RA, I. re ajr sin defective land or arenis,; or eoupcl,suj°b defective' 1pr ;,,_' tie ee£ cfiy rar e reri ,� °, reri+e aaa thet ;t fa ides z l Cbrr [ or`r, 11(Vr e e�,arks� ��ee d r y t ���1ier tr� nf� a s # atrar �kt1C '4r �t' eiilrt 0 ;' ernre do n � qn � niere � ael 'd�� ° e�bna; sC ] t ° a cYp atlae eet r €�cnwee � rdii �aa tie rego"'e r n hod l r t t�'ir4 t I I h a eh c —at rrr� xtl r'p0o sar���ta1 r l ial b ra�Gii i t Ct a r ti t e r lui can t 'i rt cunt c� r rer an t err ctic�� ear re�a r r' ,c r0boyW and" r is i►e t tri cCti� a rya� ri it+ ` will, arty tet�rtxtne nie t enrfltuea;��, wip, ,•ci iii „! ,,,,; 'ii/�l� � ,i,.�i it �r,ii�� �%�%/� �/��.��/%i ;; �� /. ,,,;, 0,,, , ,,..,.. ii/. /, / ..� ,,.. ..iii, i... i, i �ii i i--„,✓i� i �„ ,,,. �,y ,i �e .,. n h4, 4W,, A✓: ,..��.. �� � r i iii iii i ./ / / ✓/ i� % /..� �.i i .////� ii „i, / rr.. ,i i. oO, vn � ..✓ ,i... � / ,,,,,i �./, ,,,1 i ,. „r, /, Vii, i ,,,,ii �i � i.. ,. ,// .,. ., �i ,✓... / ii. / iii/..., i:, i ,,,.... ,,,....,.. i% ,� / - //.... .„ i % �% �. .iii-� � .. ��� ✓ioo ,o % ✓r/ / iii. i i / / o � ,.✓ � ��,° � ��- % � i; iii, �, uv /! % !l,� ��. ��i,� „�/�ii/„ii�ii � ,,iiiiiii ii i /, ...,iii � , c / / i� � ✓ /i i i �r�..� iii i / ,✓ i it � i, � / ../,,r... / / i i / i/ �.. ../. ! %// ✓... .� ,� - ,,, .,,. vii,. / � ,,. % �. �, i/i � i � � � iii, ✓�/„ % � i i, ../ lc ��.,� / / I 9i •,�� I�/d (f: ,���.., �/ � �/ ! ���(l//i��/1/�j/...J ilk�iii„� ,,,,;,, ,,, �,,,��,,,, �, �, �/ „�(�ir ! � /i/„Y; ,� ��, ���ii�l/ /�,//������� i/ �%�%/�G�//, ✓✓�: �ii�i�l///// iii iii ,,,,' i „r ,,,/� ,. �,�... � /,,.. /� ✓,/ .i ro,�� cis... �„ .���/.//� ii ✓���/�/�� ���l i/i/�/✓.-,�//.. i ii/ �l s of � r i„ � �, r-� ' �, I( /, „/� ✓ %//�� n� i „ir � i i��i&� m� l/;;;,ii r �/ � //� / iF �ir�; �� %/' � � iir./ l ,�� �,v, ���,• %�%i « iii /�', /i,//M.,�i. �i. ,,. �. ,i sir„ ;, ./ .1//,� �i„a,✓, -,J./ i .��///,-:fe/, .� i. ,. l ,r.i��l�:�� lr �/�/�.J/f /�, i �✓, 1 i � �,% ��, /, i / l / %, iii r ',,, q,,., ri. ,,, �i i ✓i,. 1„i. � � /��r�, - ,.. -/� /i vii. i i�,�rv,,,,, ,... ///..//// .,r, e, „� ��, ., /I ///// ��//,i .��/i,,,, /„ ri �„ „c / / /� �/���,/,�ii /,/ i/�i ./� ,✓i/�„I ,iii ^sn jhs�^/J�'"r`r” / i /i ,,y. „n;i .. .. i i / / *+w «wW�l�✓4wW -�i. / // %�/i r �,/,�/a /„�/ ,0 / �,.,,yG j io 1 13.09, a rewsx,,) A tiffie al,'w,,��wjtt 00 tie "'WoA', 01,,- 10�retifove and ltpltwo,"'-fq� , I with ap A,� I h-A V,if(,on on rO W,�s e "P"`41­' 4`6 `-,J0­6 6`41, ,"thew C, & 4P ....... YA 411-3)"I"Y"o 4 of ih 77-7, .... ......... '77",777,,� 01 " OV TIM f hl no i( Me 1141Y 'Tl�, `0 1,0,//",/ex"e/r(",I�4�lhg","�//""t,re//rIgI a 6 pro, �'nlay, exc-, U( VO d, J"/O Py """""Of "`lj//"""/ 0`0"'onw, --d 00 0'r 0 6 an, susp t on, 4p I '004PI) ljb'O,;V"t,,k $I i, P b *Ah JA ;And, and Otb, Oq 'i 0, A h'* -ft lqyt�s,,, sball allo OV" `Ow Q*n�� r�� P f 6getits and!, "to to cnab/k 'W'7�$ T, �Sl 4tid,r�m� je up Oy'," i "-p es JI:"olai-', �s s, 4nd,,dho ms--e AS, 0� 7-77 7w',;p//77 K 4ITTI 9, lj� 5/ ON .... ... 7 (Alk., Wzl-�;/� "T a M, 0$ 41RR P"N /121� m !0/ "T "w; 'A AP0J0(iopfor,,Payoenl, filled',out and,,sig,,peO_b y the WoTk complete4,�as, of flig, date,,pf the Aj�pljc4lfiob' and acco4ipaoie6,by, surb,'stippofting, dootubentation 0, th k in'corpor site-O", '�'A't 4, "J agre"'Oa:to ,p a, at, s so, 4gcotd "'10 "1 0 haa, "W'4& U d 'I _�4 tof ,'' ail, b p b Vt af "a Obligoil, 0 41T", 0*1 .3� The ain�'of tetaina P�_' -to", 0 p Y rol PO pt Ol �S' 4 *1'1� Agr at 41,91POO) 0 _,h'Ap' 'J"' AM 2/1" 2/ �"ellllll'ee'f ll�ellpll"��'­­'l g"'g'/// re ? invoNed d'dajli'M,,, i'ti',�peOiohs, Of' the Work respop,,jbilifi�;,S, specific-oily a,,WgnedA(sI�h#jteer ih4.110,Contract!I)&"Ohi�,nk;,or h 'ball 'n 4 tracto to"'15 �6w er� 0',W lI(qtiII§/1, 0, /0 /N" -OW", P k,g 1y"', V Olo 04, f 044 l-I:/*I`,0I/A 0 :P e 7 0 "w' "O of 'd _'g',/4 q or/" "'re "'OPS4,,o,000 or�the f,,, b I Met P�ro X, P/1%/4,00,00/4, fofy—/'p�",ttops --d 6, 'PA I I f6rCollb-�6oFis failprejq,compl, tq, gu I Y plic"O,ie'to ",oritract e.,W,0 ,pel ort OAcd'o 40 QNV 'or,wl),/"/"('/ q) 4'� 4�eti tbo' a to,in,,M- Inatid'h", t, 0 it, Yf� Ojn -4cfp �i,or tl///",/,to�"�/,�,# "0 tit, .......... .... ....... 211 D', 'Rv4cdon ip Qwn�, r to lva�e TeP ,,com 0 bd' Orn ;,Wn, V"(11)'O ac.0, n ",'' �! o P�Frf W,rk - 7 b ..... . ...... JJ ;N -K, -C OkAp . ............ ROO LIII//",� MOP" p SI 01"M l"O"I'll" C. th f t .. ..... laIW ua Nv Y", 'e, e n/�,,,,enum r be, qi#,-, I I �I "" "V", , """ , eat '46do'-ol,i C�"/ttourrence-i I k' b Ne P-4" 'i"'b'151 2A.'- t Z, Jtt)��.'fidli �S:to make,/pp -)J un,,recpq 9 e- yj op Ow ,,,wii pop per b p ng 00, ,von Ait 0' '10 "Y tteti/hil "'77 'loll' 1,% 0-"'Al y,�alnqu ft r " 'pt,j pt eft, o in "Ohe"ri"d Y'11TA 6,/,/� "",/ (w,", �4 �",heid 0" V 4, 'sh fril W", tO 8, '01",At"llor",0/1"I'll, a,,,jus te ii _46 _0 .... ...... ........... M lam P final pay ent. Owner shali, have selven,days;,aftoi teClelpt of the"I'd"ntati've certj I, at,�*.du','fing, which �is to Any rovisions,� or,attaob,od, li og `,fbI/,&,,,,'/WW6rk 'is V u �ii'd'es o kip aie -V t at jo -W 0 p ai'ct� J Ko JJJ�;":"') itii n's 4, -A Ott, '0 "AyY, 0/ 01 ....... V mFtM "d-a a Mqp�0 anyr z ArIlt 4t 4`� p U S, a Oe ;001,1016 o' ",W attv R "Al",�Y, 0,0-o' 0 "1 o, st, no d ns p 0, nt" Ot O'W,/Oer,, a n d,,,"Qo 4 p spoo it" of ;and-p tho, WbA, in, In, r t Aoco",4 V 1'�$, and, b"" "'an ctorOgyrov,�,p 0ofra In writung, ppef, ip/'�,,,,ffiede' In#', at o"o f-s-0,661ahti A I:,C ohip 1e' 0" p e,0 /4,�lli�oi�i'll�/"��l,,,,,I")"�,'�,�,,� J) e Po d 11 bebi o me W11 61 t 'N/ "'A (,:W/J �4, t "Of b,�s 0 "to",,a n, �,j in ve,��,Jt"-`// 7 "P1,041,Yw 4i, 7R, bl",t-It-11 ............ g/ 7 AE ME ION 0 o, R"I"N"I'MR-1-1 .......... 7-77 777"Z',,�-7� 7 4, N—b,usc,-or,pceopancy or scparatcoperkqion(,.)f'part,of the play occur prjor�o compliallee wi I h,thc,,,mquiremeiit�of,PW,,�igraph 5,,t 0 re�atdjng proptrty inslor-ance, 14,06, rimill, IiOb,theit'01, I's" agree I Or jI '0 Mp 00i",4r 14.07 A. L After Cohtfa hm�,' io: 'the, bpjAi6o"6f,", "fly, Oompleltd� 'A"f[ colTectilon's" On 'A"O'sp ',d e qb Omdan 0,' wt ,,he C 0 ki q 0,c t, �,an tes, On '0 e, u s, g a enance ''an "?� maj,4 ' W""OP vAf'0choA,0 er, 'e,V, I ORL n,ut ,g 11 jex�A� ac Itor" m4y 1p d0ovqtif,��,(w, proVid orag� ed jiv,V4 *r` Ore",�or','Progfe en w Ot, appl t , Z—Thd ft $'VWOYJA� Pl� s NO .......... .......... .......... doctiment4tion as requiredby�the Conti-act Documents,p3m i�, the W �rk, o h,as,iiee4,;(,ibmple(ed and J"k'C b cuillents"haVel $,Ations und t,h 76titract, o ' the", '0 61 fii41 A p b,ee,p, Eogin eer'Wilt; within, ten dl, W ym,"ell, an ,,aynlenj,l� jP(licate in, writiog', I �,,npnbe.,, AP "A, t, pa .......... 'A"', z, 0", Aco 'W"111/1,"All, pyt rP "'Ya lof)"r P= 011,t1l"I'll IT W j 7771, cto Iq w tch/pase, after the tatip, f n uYll to e w t*,/ 0 otion d p"i accoibp4pying,doc'umentati6ti,the,anhqvp 16,s any; TO o ,11d6tion, 6/,$,Oi Off,agail*t, t li�4J4*6dl 7 77/�,, rl� re !*cony, r, dAin 4�o i),I e,dij�i c t pz" ilhoii illn,411 c ;l,",N I 77Z 1� N, "d"A ............ ............. ........... ..... .......... P ...... ...... .......... ll�/%,,g ARTICLEI.S. SUSPENSIO, -0RKAN0T�,'4,,Mj,,N, TION, ,N OF W 15-01 0)Vv,,w,, A& S" r kv, 'Ospe,*1 Work 'a r a 0", "d "pi the,'-W, '#4,0 0"', Yo, x oy;poif, t 6iwo 1,119"to RA'AMI SO IM w] g", IN"evd, C-blf�a6,�,O "'s h""', 15' f "Ibe, fj IJ f6 evont�,,,Ny"J"j, f. coolf 4eldr,sl,�, t col tract pprsi� gm, Nfuo""to co D' b t"s "W"0 MY I§Uffi� at um,to p e ,,'Or - A* I a Cn a 's or"e,W �ron (Od f` t,djo` :4,0: ufld'6�, P"'i, p pqrs,,tl 04)" "'blavingjut"Is, "MOM /V .......... �iy 7777",/777//77 7,"/'7,,i7 7/7,77 pro 'F1 IM rk, R P, ........ so approved by irici r�r-' ted in a, Cb or "O'nge. Ordot 'W-be", txercii r glllt� r I cunedies4nd'erthis, Nragrap4, 'Q�vticr shall Oot,,W rtqui�ed to obtaiti,the It Oest jl�ice for", the, - Work 1)t1for"llod" . . ....... hl,I 4 "d t�if, grao C'u)"r,5"sm'vjg 9 Wl' j, Not it a Am: plate 7 , 0, ee 0 toil Y� tr at r, e �,/�,�,,,',,�/"�/�"",//",;/�/. . ....... .. .rg d' / ,v// ­ - Al Irs 011,11"T Aq 01, It '71 d"' "'of ay, U Ols, 0 orpe", 17 t Or,ll��P, j,10 ol �,T 7,7 "ll"folf O*J'04 ........... d A ji If and, to"the�'*Jefil that Contractor'has plrovjdeo,,�a pe,.rqmiario� bond,undor, tbe,provisiotIs,,(,,,,)f ion p0a 5 d �s�O, the, ov , ` rap pr ce, ure pf, t q 0 g ""o - omb-'eatio-o", -o pr Pe 15.0,3111, "0" w 'o ith 'Ot o W th '777 4- 777 tll�- 77 7- to �My S-tim f do"teroiine'di,to,�bj�dije�, then,;C�)jl k0r-may,,qpqn,seyei "7 Written ti,,), Owner aiid" 'Z3191,110er, a:n,d, OWO ,,,��,Jo i) J6 i` d" �U �,f,,F g eer otot�,,robiody' �k Wt lhlo S Pelosift 01"I'llihme,MtWii t """I PAy s s -ovide as p �n n o Ot� A 0" R,�—,/ Xj 4; A m ypi� 77777 Y 0 Jit O"t oqi- o y kwl,�/,�, .............. V o"O'�l, wep g/� 10"I",......... `7 7,7' 7/1,11" P n -;M/ , ONO )f llv 11, l P "]It "t J 7 w:(" 1110 , S, J, .......... 'a V/ v "Y" 5 11 or mm ti, boiabr lb ART 1,, 161,$ ,T%"`R, SOLUT/ i N, l6,;Q/l,/',`M d;P"' 0 11$/l/cIll & 4, �w fl, t'O koq09(";,/p 45 n fl, ............ ....... 61Y ol am 77 77 �� R . . ....... "W/l/ "I'/............. f, delivered-��,,pqs on to the-lhtdi,-�,iduaf, or t, a. Oymber Of (b, fifi�i or to ah-,,00'icer of tN, it i's"iWoed", 2& d W "d'.W 64 0,MA 1) 1" W to Mond! h u'h'l i 4 ,� "CTA),j V,1101 I h�N�"j e/g/ e� In jI pow all I Ml/� MIRM sm "e"'t fi" 4""'1 po 'A oTj POY-10TAPYIN o 611s� jog. K i0a,11, L --p *qb 17.03 'fig'Ations', d' b ese eneral Conditi'Oiv�'a the; d,,robiodies A� Impo y,th 'h -64A '7 1077 7 ...... f ft the VI; 6' it -f,thobl- Va N, 14 Tz""N'e, TV owe lot, efl; WS o m�ex- el e ell e "n/"T'mm W717 ToA VAT 1 SECTION 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS These Supplen-tentary Conditions to the General Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. C-700, 2007 Edition) and other provisions of the Contract Documents as indicated below. All provisions that are not so amended or supplemented remain in full force and effect, SC -2.01 DELIVERY OF BONDS Add the following to Paragraph: 2-01.A Engineer shall furnish to Contractor six copies of the Agreement and other Contract Documents bound therewith. Contractor shall execute the Agreement, attach executed copies of the required Bonds, Power of Attorney, and Certificate 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. Owner shall also furnish a counterpart or conformed copy to the Engineer and shall retain three copies. SC—2.03 NOTICE TO PROCEED Delete the first sentence of Paragraph 2.03.A of the General Conditions and insert the following in its place: Following the execution of the Agreement by the Owner and the Contractor, written Notice to Proceed with the Work shall be given by the Owner to the Contractor, The Contract Time will commence to run on the day indicated in the Notice to Proceed. SC - 2.05 BEFORE STARTING CONSTRUCTION Add a new paragraph immediately after paragraph 2.05.A.3 of the General Conditions which is to read as follows: 2.05.A.4 Contractor shall submit a preliminary list of construction equipment with hourly rates, owned or rented by the Contractor and all Subcontractors that will be used in the performance of the Work, The equipment list will include information necessary to confirm the hourly rates per Paragraph I 1.0l..A.5.c of the General Conditions and these Supplementary Conditions including: make, model, and year of manufacture as well as the horse power, capacity or weight, and accessories. Section 00 810-6'h Edition Supplementary Conditions to the General Conditions Page I of 12 SC - 2.07 INITIAL ACCEPTANCE OF SCHEDULES Delete the first paragraph of 10TA of the General Conditions in its entirely and insert the following in its place: Prior to the first application for payment all schedules and documents identified in paragraph 2.05.A shall be finalized and acceptable to the Engineer and Owner. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer and Owner as provided below. 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. Add the following after Paragraph 2.07.A.3: Contractor's Schedule of Construction Equipment will be acceptable to Engineer as to form and substance if it provides the necessary information to reference the equipment and establish the hourly rates in accordance with paragraph I 1.0l.A.5.c. SC -4.01 AVAILABILITY OF LANDS Add to Paragraph 4.0l.0 of the General Conditions the following: If it is necessary or desirable that the Contractor use land outside of the Owner's easement or right-of-way, the Contractor shall obtain consent from the property owner and tenant of the land. The Contractor shall not enter for materials delivery or occupy for any other purpose with men, tools, equipment, construction materials, or with inaterials, excavated from the site, any private property outside the designated construction easement boundaries or right-of-way without written permission from the property owner and tenant. SC -4.02 - SUBSURFACE AND PHYSICAL CONDITIONS Delete,the first sentence of 4.02.A and replace with the following: A. Reports and Drawings: The Special Provisions identify: Delete the reference to Supplementary Conditions in paragraph 4,02.B and replace with Special Provisions. Section 00810-6"'Edition Supplementary Conditions to the General Conditions Page 2 of 12 SC—4.03 - DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS Add the following to the end of Paragraphs 4.03.A. Contractor to notify Owner and Engineer in writing about differing subsurface or physical conditions within 15 days of discovery and before disturbing the subsurface as stated above. No claim for an adjustment in the contract price or contract tirnes (or Milestones) will be valid for differing subsurface or physical conditions if procedures of this paragraph 4,03 are not followed. SC -4.04 - UNDERGROUND FACILITIES Add the following new paragraph immediately after Paragraph 4.04.A,2. 3. At least 2 but not more than 10 business days before beginning any 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 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, SC - 4.06 - HAZARDOUS ENVIORNMENTAL CONDITION AT SITE Change the first sentence of paragraph A to read as follows: A. Reports and Drawings: The Special Provisions identify those reports.......... SC- 5.02 LICENSED SURETIES AND INSURERS Add the following to the end of Paragraph 5.02.A Without limiting any of the other obligations or liabilities of the Contractor, Contractor shall secure and maintain such insurance from an insurance company (or companies) authorized to write insurance in the State of Montana, with minimurn "A.M. Best Rating" of A-, VI, as will protect the Contractor, the vicarious acts of subcontractors, the Owner and the Engineer and their agents and employees from claims for bodily injury, or property damage which may arise from operations and completed operations under this Agreement. Contractor shall not cornmence work under this Agreement until such insurance has been obtained and certificates of insurance, with binders, oi• certified Section 00810—6 Ih Edition Supplementary Conditions to the General Conditions Page 3 of 12 copies of the insurance policy shall have been filed with the Owner and the Engineer. All insurance coverage shall remain in effect throughout the life of the Agreement, except that the Contractor shall maintain the Commercial General Liability Policy including product and con-pleted operations coverage for a period of at least one year following the substantial completion date for property damage resulting fro m occurrences during the agreement period. SC—5.04 CONTRACTOR'S LIABILITY INSURANCE Add the following new paragraphs irmn.ediately after Paragraph 5.04.B: C. The limits of liability for the insurance required by Paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Law or Regulations: 1. Workers' Compensation, etc. under Paragraphs 5,04.1 and 5.04.2 of the General Conditions. a. State Statutory b. Applicable Federal (e.g. Longshoremans) Statutory C. Employer's Liability 50.0,000.00 2. Contractor's Liability Insurance under Paragraphs 5.04.A.3 through 5.014. A.6 of the General Conditions which shall also include completed operations and product liability coverage. a. GENERAL AGGREGATE $_3,000,000.00 b. Products-Completed Operations Aggregate 3,000,000,00 C. Personal and Advertising d. Each Occurrence (Bodily Injury and Property Damage) $ 1,000,000.00 e. Coverage will include: 1. Premises - Operations 2. Operations of Independent Contractor 3. Contractual Liability 4. Personal Injury 5 Products and Completed Operations Section 00810_6° Edition Supplementary Conditions to the General Conditions Page 4 of 12 6. Broad Forrn Property Damage will include explosion, collapse, blasting and underground where applicable. 7. Per Project Aggregate Endorsement 3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions: a. Bodily.Injury: Each Pei-son $ 500,000.00 Each Accident $ 1,000.000.00 Property Darna Each Accident S1,000,000.00 (or) b. Combined Single Limit 1,000,000,00 Coverage to Include 1. All Owned 2. Hired 1 Non-Owned. 4. Contractor's Liability Insurance under 5.04.A.3 through 5.04.A.6 may be satisfied by primary insurance or a combination of' primary and excess or umbrella insurance. Primary occurrence limit cannot be less than $1,000,000.00. Deductible not to exceed$5,000.00 per occurrence on property damage. 5. Add a new paragraph at the end of Paragraph 5.04,13, 1 of the General Conditions as follows: The Contractor's insurance coverage shall name the Owner, and Engineer and Engineer's Consultants as an additional insured under Commercial General Liability, Automobile Liability, Excess or Umbrella polices. 6, The Contractual Liability coverage required by Paragraph 5.04.13.4, of the General Conditions shall provide coverage for not less than the following amounts: Each Occurrence $ 1.000,000.00 Aggregate $ 3,00U00.00 Section 00810-6'�Edition Supplementary Conditions to the General Conditions Page 5 of 12 SC- 5.04.B.5 CANCELATION NOTICE Amend paragraph 5.04.8,5 of the General Conditions by striking out the words "30 days" and replacing them with the words "45 days" and as so amended paragraph 5.04.8.5 remains in effect, SC - 5.06 PROPERTY INSURANCE Delete, Article 5.06.A of the General Conditions in its entirety and insert the following in Its place: A. Contractor shall purchase and maintain property insurance upon the work at the site in the amount of the full replacement cost thereof(subject to such deductible amounts as may be provided in these Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. Include the Interests of Owner, Contractor, Subcontractors, Sub- Subcontractors Engineer, Engineer's Consultants, and any other persons or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder's Risk "all risk" or open peril or special causes of loss policy form that, shall at least include insurance for physical loss and damage to the Work, temporary buildings, false work and materials and equipment in transit and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcernent of Laws and Regulations, water damage (other than caused by floods), and other perils or causes of loss as may be specifically required by the Supplementary Conditions, 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to the fees and charges of engineers and architects); 4. cover materials and equipment in transit for incorporation in the Work or stored at the site or at another location prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; and 5. be endorsed to allow occupancy and partial utilization of the Work by Owner, Section 00810-6`1a Edition Supplementary Conditions to the General Conditions Page 6 of 12 6. include testing and start-up„ and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with thirty days written notice to each other additional insured to whom a certificate of insurance has been issued. B. Contractor shall be responsible for any deductible or self-insured retention. C. The policies of insurance required to be purchased and maintained by Contractor in accordance with this Paragraph. SC5.06 shall comply with the requirements of Paragraph 5.06.0 of the General Conditions. D. The policies of insurance required to be purchased and maintained by Contractor in accordance with this Article 5.06.A shall comply with the requirements of GC - 5.06,C. The qualifications of the insurance company shall comply with the requirements of SC- 5.01A. SC-6.02 Working Hours Add the following to Paragraph 6.02.13: Regular working hours are defined as 8:00 AM. to 5:00 P.M. Emergency work may be done without prior permission. SC-6.04 PROGRESS SCHEDULE Delete Paragraph 6.04.A.1 of the General Conditions in its entirety and replace with the following: 1. Contractor shall submit to Engineer with each application for payment an updated progress schedule reflecting the amount of work completed and adjustments to future work. Such adjustments will be acceptable to Engineer as providing an orderly progression of the Work to completion within any specified milestones and the Contract Time. No progress payment will be made to Contractor until the updated schedules are submitted to and acceptable to Engineer and Owner. Review and acceptance of progress schedules by the Engineer will neither impose on Engineer responsibility for the sequencing, scheduling or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefore. Section 00810,—6"'Edition Supplementary Conditions to the General Conditions Page 7 of 12 SC- 6.13 SAFETY AND PROTECTION Change Supplementary Conditions in paragraph 6.13.0 to Special Provisions. Add new paragraphs to the end of paragraph 6.131 of the General Conditions as follows', G. It is expressly understood by the parties to this Agreement that the Contractor Is sole]y responsible for initiating, maintaining, and supervising safety precautions and programs in connection with the Work. The right of the Owner and Engineer to observe or otherwise review the Work and operations shall not relieve the Contractor from any of his covenants and obligations hereunder. Contractor shall incorporate all safety requirements into his construction progress and work schedules including preconstruction and scheduled monthly safety meetings, posted safety rules, tailgate meetings, and site inspections by safety and other inspectors employed by the Contractor. H. The Contractor shall be responsible for and shall take necessary precautions and provide all material and equipment to protect, shore, brace, support and maintain all underground pipes, conduits, drains, sewers, water mains, gas mains, cables, etc., and other underground construction uncovered in the proximity, or otherwise affected by the construction work performed by him. All pavement, surfacing, driveways, curbs, walks, buildings, grass areas., trees, utility poles or guy wires damaged by the Contractor's operations in the perfori-nance of this work shall be repaired and/or replaced to the satisfaction of the Owner, Engineer, and effected property owner at the Contractor's expense. The Contractor shall also be responsible for all damage to streets, roads, highways, shoulders, ditches, embankments, culverts, bridges, or other public or private property or facility, regardless of location or character, which may be caused by moving, hauling, or otherwise transporting equipment, materials, or men to and from tilt-, work or any part of site thereof; whether by him or his subcontractors, The Contractor shall make satisfactory and acceptable arrangements with owner of, or the agency or authority having jurisdiction over, the damaged property or facility concerning its repair or replacement or payment of costs incurred in connection with said damage. L The Contractor shall conduct his work so as to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, the Contractor shall obtain approval from the governing party and shall, at his own expense, provide and maintain suitable and safe bridges, detours, and other temporary expedients for the accommodation of public and private drives before interfering with therm. The provisions for temporary expedients will not be required when the Contractor has obtained permission frorn the owner and tenant of the private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point. Section 0081.0-6"Edition Supplementary Conditions to the General Conditions Page 8 of 1.2 J Safety provisions must be entirely adequate and meet with City or State and Federal regulations to protect the public on these streets and roads. SC- 6.20 INDEMNIFICATION Add a new paragraph immediately after paragraph 6,20.A. of the General Conditions which is to read as follows: While Owner and Engineer may have the light under this Contract to observe or otherwise review the work, progress and operations of the Contractor, it is expressly understood and agreed that such observation shall not relieve the Contractor from any of its covenants and obligations hereunder. SC-9.03 PROJECT REPRESENTATIVE Refer to the Special Provisions for identification of the responsibilities and authority and limitations of the Engineer's Resident Project Representative (if ally). SC- 11.01 COST OF THE WORK Delete paragraph 11.01 .A.5.c of the General Conditions in its entirety and insert the following in its place: I 1.0l.A.5.c The rental of all construction equipment and machinery and parts thereof whether rented frorn Contractor or rented from others. The cost shall be calculated as follows and will include the costs of transportation, loading, unloading, assembly, dismantling and removal thereof for equipment involved only in the changed portion of the work covered Linder the cost of the Work method. Transportation, loading and assembly costs will not be included for equipment already on the site which is being used for other portions of the Work. The cost of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. Hourly equipment and machinery rates shall be calculated from the Rental Rate Blue Book for Construction Equipment, and the Equipment List submitted according to SC 2.05 and SC 2.07, and as follows: I For working equipment, the hourly rate shall be the monthly rental rate divided by 176 hours per month plus the hourly operating cost, 2. For equipment on standby, the hourly rate shall be 50% of the monthly rental rate divided by 176 hours per month, and the hourly operating cost shall not be applied. I For specialized equipment rented for a short duration used for change order work or additional work not part of the scope of work bid, the Section 00810-6th Edition Supplementary Conditions to the General Conditions Page 9 of 12 equipment rental ru1cn v/OQ be negotiated prior to the wuzk being SC-11.03 UNIT PRICE WORK Delete paragraph }).03.D.| and 2 of the General Conditions in its entirety and insert the following io its place: 1. the quantity ofm particular item m[Unit Price Work performed hv Contractor differs hv more than 25% from the estimated quantity of such item indicated in the Agreement, und 2. the total cost of the particular individual item ofUnit Price Work amounts NlO96or ooVrcnf the Contract Price which isthe total muznnf all schedules (if uoyl, and SC- 14.02.A APPLICATIONS FOR PAYMENTS Add the following language at the end nf paragraph I4.02./\.l of the General Conditions: Payments for materials in storage shall be based only upon the actual cost of the materials and equipment to Contractor and shall not include any overhead or profit. Bill of Sale, invoice or other document vvmzundng clear title for materials in storage will be waived for the ruu1ocol in storage included in the first progress pwyxucm1 application. llo`vtvm'~ proof of payment and clear title must be submitted with Application No. 2 for all material included in .Application No. 1. Without such documentation arnounts paid for materials ill storage will be deducted from ambanqnoo1 payments. Beginning with the second application, all requests for payment for materials in storage shall be accompanied by Bill of Sale,invoice nrother document warranting clear title am required above. Add the following toParugrapb 14.02./\.3: In accordance with state law the Owner may accept deposited nconritico in lieu of cash rstxinage. Re<aiougc may be used by the Owner to offset coots for any of the lnosom enumerated in Paragraphs l4.OZE\.5.uthrough 14.02.B.5.dinclosive, 14.02.I}.].a. dnnuoh 14.02.Z}.l.d inclusive, or 15.82.C. In addition retaiougenoay be used by the Owner 10 protect against loss from failure by the Contractor to ouruoleic ncccmomzy work and to ' offset any liquidated damages due Owner, Add u new paragraph after paragraph tol4.02.A.3Loread: 4. Each application for progress payment shall be accompanied by Contractor's updated progress ncbcdo]c, shop drawing schedule, procurement schedule, and | other data specified herein or reasonably required hv (]*mcz or Engineer. The Owner reserves the right to require mobniom\mm Of Monthly certified payrolls by the Contractor. � Section QO&l0-8~Edition ` Supplementary Conditions mthe General Conditions � Page 1Qofl2 | SC—14.02.0 PAYMENT BECOMES DUE Delete Paragraph 14.02.0.1 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 request once each month on or about the day of each month stipulated by the Owner at the Reconstruction conference. Payment will beco3ne due when Owner approves the application for payment and when due, will be paid by Owner to Contractor. SC- 14.02.D.1.c Amend the sentence of Paragraph 14.02.D.1.c to read: ...entitling Owner to a set-off against the amount recommended, including liquidated damages;or.., SC-14,03 CONTRACTORS WARRANTY OF TITLE Add the following at the end of Paragraph 1.4.03.A of the General. Conditions: Neither recommendation of any progress payment by Engineer nor payment by the Owner to Contractor, nor any use or occupancy of the Work or any part thereof will release the Contractor from complying with the Contract Documents. Specifically the Contractor shall maintain in accordance with Article 5, property insurance on all Work, materials, and equipment whether incorporated in the project or not and whether included in an application for payment or not, for the hull insurable value thereof, Passing title to Owner for materials and equipment included in an application for payment does not relieve the Contractor of the Contractor's obligation to provide insurance (including property insurance) as required in Article 5 of the General Conditions and these Supplementary Conditions. All insurance shall remain in effect as provided in Article 5. SC- 14,05 PARTIAL UTILIZATION Add the following to Paragraph 14,05.A: Owner has the right to take possession of or use any completed or substantially completed portions of the work at any time, but such taking possession or use will not be deemed an acceptance of any work not completed in accordance with the Contract Documents. Owner's use of any facilities so identified in the Contract Documents will not be grounds for extension of the contract time or change in the contract price. Owner's use of any facilities not specifically identified in the Contract Documents will be in Section 00810—6'h Edition Supplementary Conditions to the General Conditions Pagel] of 1.2 accordance with conditions agreed to prior to such use, and any extra costs or delays in completion incurred and properly claimed by Contractor will be equitably adjusted with a Change Order. Facilities substantially completed in accordance with the Contract Documents which are occupied or used by Owner prior to substantial completion of the entire work will be done in accordance with General Conditions 14,04. Guarantee periods for accepted or substantially completed work including mechanical and electrical equipment will commence upon the start of continuous use by Owner. All tests and instruction Of Owner's personnel must be satisfactorily completed. and Owner shall assume responsibility for and operation of all facilities occupied or used except as may arise through portions of work not yet completed by Contractor If the work has been substantially completed and the Engineer certifies That full completion thereof is materially delayed through no fault of the Conti-actor, the Owner shall, without terininating the Agreement, make payment of the balance due for the portion of the work fully completed and accepted. SC- 14.06 FINAL INSPECTION Add the following to Paragraph 14.06.A: After Contractor has remedied all deficiencies to the satisfaction of the Engineer and delivered all Construction records, maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, and other documents (all as required by the Contract Documents), Owner and Contractor shall be promptly notified in writing by Engineer that the work- is acceptable. SC- 17.01 GIVING NOTICE Add the following to Paragraph 1"7.01.A: The mailing address for giving notices to Contractor given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Contractor will be mailed or delivered. The mailing address for giving notices to Owner given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Owner shall be mailed or delivered. Either party may change his address at any time by all instrument in writing delivered to Engineer and to other party. END OF SECTION 00810 Section 00810-6"Edition Supplementary Conditions to the General Conditions Page 12 of 12 MONTANA PREVAILING WAGE RATES FOR HEAVY CONSTRUCTION 2011 Effective: K�B������� �� ��� � ��� - _ _ ' - January _~~ , ~~� ~ . Brian Schweitzer, Governor State of Montana Keith Kelly, Commissioner Department of Labor & Industry / To obtain copies of prevailing wage rate schedules, or for information relating to public works projects and payment of prevailing wage rates visit ERDatvxvmwmtmagehmmrbopu.com or contact them at / Employment Relations Division � Montana Department uf Labor and Industry p. O. Box 2815Q3 Helena' MT 59620-1503 � Phone 406-444-5600 ' TOD4OS-444-554A | The Labor Standards Bureau welcomes questions, comments and suggestions from the public. In addition, we'll � do our best to provide information in an accessible format, upon request, in compliance with the Americans with Disabilities Act. ` MONTANA PREVAILING WAGE REQUIREMENTS ' The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-401 and 18'2-482wfthe Montana Code Annotated, has determined the standard prevailing rate of wages for the occupations listed in this ) publication. � The wages specifiadherein control the prevailing rate nf wages for the purposes of18'2-4D1. etseg.. Montana Code Annotated. It is required that each employer pay(as aminimmoom) the rate mfwa including fringe benefits, travel ! oU u� allowance per applicable Lhed� hotinwhichthewmdk is being performed,- as provided in the attached wage / determinations. | All Montana Prevailing Wage Ratesare available on the internet at www.mtwagehourbopa.com or by contacting the i Labor Standards Bureau at(40G)444-50OUorTOID (4OO)444-S64B. In oddidom, this publication provides general information concerning compliance with Montana's Prevailing Wage Law and the payment of prevailing wages. For detailed compliance information relating to public works oombactu and payment of � prevailing wage rates, please consult the regulations on the internotatvmvxwmtmagohourbopu^oom or contact the Labor Standards Bureau at (406)444'5000 orTDD (406)444-5549. � KEITH KELLY Commissioner Department nf Labor and Industry � State ofMontana / / / TABLE OF CONTENTS MONTANA PREVAILING WAGE REQUIREMENTS: ADate� -..... - '-' - '' - -' - ---- ' --'' - '' - '--' -- i B� Definition of Heavy Construction ...- ................ ........ -......... ................ ...... ------------ i C' Definition ofPublic Works Contracts -------------------------------_- i U Prevailing Wage Schedule _-.... ............- ....... ................... ....................... ___________ E. Rates Vo Use for Projects ........................ ................. _______________________ F V�Q Ra�A�u�mnn�����0y�rCn���m ~m~ ----_--......... .......---- ...... ---_--- C/ Fringe Benefits ..... ........ ... -......................... ......... --- ....... ............ --_---_---- U HApprentices ...-_-...................... ...... ..................... ..................... ---------_----- b |, Posting Notice nf Prevailing Wages ___...... .... .................. ............ ............. � J. Employment P��_�e_no-e ---__-----.----- Wage Rates ---------_------------' � -_-_-_-----------------------------_------- 1-7 A. Date ny Publication January 27 2011 B. Defioitbnoy Heavy Construction The Administrative Rules nf Montana(AfLK8)24.17.58l(4)-(4)(o),Public Works Contracts For Construction Services | Subject tu Prevailing Rates,states: ^Heu?;coms1/no/iunpr«jcu*/mulude. bm/are/zo/8v,kmd/o, /6omeprojocis/ho/meno, � properly classified as either 'building construction , or 'highway construction, ' Heavy construction projects include, but are not hinjted to, antenna towers, 6rid� �������� commercial navigation), o�a �� ��b ��v ������ - designed. for breakwaters, caissons (other m.-�,, or highway),,', cunals' channels, c6onno/cx/'u/�, ' ��em�� �orf�i�fi� ��or�a/6 . cm�o�m� ��o�r� ��� �mo&�x �m�u�n/�~to construction), dikes, uou&x' drainage projects, dredging projects, c/eco~ificurionprcjacm (outdoor), f��Ax�u�oic� �umd / uoo/no/projwc�. �nbmm^�dboc/me/mAns (o/hor/buo6oj�imp' t�(g#i ,prY/ec�.�Yt/u� kf�o -' (not | waterways, oil refineries (other than bobtimgs).pipe lines,ponds,pumping s/*domx0nrcfabric^led drop -inxnits-mvt buildings), railroad construction, nuemvoirs, revetments, uc�m�*cp/lec/iumuw d disposal lines, xeme/r (sanitary, s/ono. | e/�), shoreline maintenance, xki/oivs, oAxroga/m/kx swimming pools (uu/dooi), subways (other than buildings), tipples, lunnels, unshelteredpiers and wharves, viaducts (61her than highway), water mains, waterway construction, water supply linexAco/hncmhm6x/to6oi6dim-r. no/rrmvdxawugctreaAmennplavts /u/hxr/6um6oi&6modundxe/ls. ' / Federal Davis-Bacon wage rates as published in U.S. Department of Labor General Wage Decision No. MT100001 Modification No.8have been adopted by the Mmntana Department of Labor and Industry for use in Heavy Construction prej eu1a and are included in this publication. These rates apply statewide nroashown ioMTlO000i Modification No. X. C. Definition oK Public Works Contracts MootaouC ode Aouota ed^ sect omIV-2-401(l])(u), dufnes ^�u8Ucw"rksunuram1``us '^ucomo'ae fn'cons rucdon ic� x«rv«ca/e/6vA�oxro/eronnty munc/ouf/ ' nchuo/ds/r/ct^urpo/d/cu7xu6dYvjx/oour�/enmcnmxt^acdmvxon'/ce* le1 1 6n/6eu/m/e c*xntxnznn/cpoDtKury- ' /suhdv/oi��imwhich the/o6o/omx/uf/he ' "»nmois/noxroxs @/J25008. '^ � D.Prevailing Wage Schedule � This publication covers only Heavy Construction occupations and rates iu the speoifimlocalities mentioned herein,These rates will remain in effect until superseded by a more current publication. Current prevailing wage rate schedules for Building Construction,Highway Construction and Nonconstruction Services occupations can be found on the internet at \ } vrww.mmn*uQebnurbwpu.oumorbv contacting the Labor Standards Bureau pu(486)444~960Oo«7DD(40h)444-5S4A. E.Rates to Use for Projects � Rates tobo used ono public works project are those that are in effect a1 the time the project uudbidopeoifiunAimoeme ! advertised.. � �-����--������----------------------- Page ----�------- HEAVY CONSTRUCTION SERVICES 201.1 EFFECTIVE JANUARY 27,2011 F. Wage rate adjustments for multiyear contracts Section 18-2-417,Montana Code Annotated states: "(1)Any public works contract that by the terms of the original contract calls for more than 30 months to fully perform must include aprovision to adjust, as provided in subsection (2), the standard prevailing rate of wages to be paid to the workers pe)- fiOrluing the contract. (2) The standard prevailing rate of'wages paid to workers under a contract subject to this section must be adjusted 12 months after the date of'the award of the public works contract. The amount of adjustment must be 0,3%increase. The adjustment must be made and applied every 12 months for the term of the contract. (3).Any increase in the standard rate of prevailing wages for workers under this section is the sole responsibility of'the contractor and any subcontractors and not the contracting agency. G. Fringe Benefits Section 18-2-412 of the Montana Code Annotated states: "(1) To fulfill the,obligation...a contractor or subcontractor may,. (a)pay the amount of fringe benefits and the basic hourly rate of pay that is part of the standard prevailing rate of wages directly to the worker or employee in cash; (h) make an irrevocable contribution to a trustee or a third person pursuant to affinge benefitfund,plan, or program that meets the requirements of the Employee Retirement Income Security Act of 1974 or that is a bona fide program approved by the U S, department of abor; or (c) make payments using any combination of methods set forth in subsections (l)(a) and(l)(b)so that the aggregate of payments and contributions is not less than the standard prevailing rate of`wages, ineludingftinge benefits allowances, applicable to the district for the particular type of work being performed. and trave 1 (2) Thefi-inge benefit fund plan, or program described in subsection (1)(b) must provide benefits to-,porkers or employees for health care,pensions on retirement or death, life insurance, disability and sickness insurance, or bona fade programs that meet the requirements of the Employee Retirement Income Security Act of 1974 or that are approved by the U S. department of labor. " Fringe benefits are paid for all hours worked(straight time and overtime hours). However, fringe benefits are not to be considered a part of the hourly rate of pay for calculating overtime, unless there is a collectively bargained agreement in effect that specifies other-wise, H. Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those programs. Additionally, section 18-2-416(2),Montana Code Annotated states, "—The full amount of'any applicable fringe benefits must be paid to the apprentice while the apprentice is working on the public works contract. " Apprentices not registered in approved federal or state apprenticeship programs will be paid the appropriate prevailing wage rate when working on a public works contract, I.Posting Notice of Prevailing Wages Section 18-2-406,Montana Code Annotated,provides that contractors,subcontractors, and employers who are performing work or providing construction services under public works contracts, as provided in this part, shall post in aprominent and accessible site on the project or staging area, not later than the first day of work and continuing for the entire duration of the project, a legible statement of all wages rind fringe benefits to be paid to the employees. J. Employment Preference Sections 18-2-403 and 18-2-409,Montana Code Annotated require contractors to give preference to the employment of bona fide Montana residents in the performance of work-on public works contracts. Page ii HEAVY CONSTRUCTION SERVICES 2011 EFFECTIVE JANUARY 27,2011 MONTANA STATEWIDE PREVAILING DAVIS-BACON Effective: January 27, 2011 HEAVY CONSTRUCTION WAGE RATES General Wage Determinations Issued Under The Davis-Bacon and Related Acts State: Montana Construction Types: Heavy Counties: Montana Statewide. Page I HEAVY CONSTRUCTION SERVICES 2011 EFFECTIVE JANUARY 27,2011 | ! ZONE DEFINITIONS CARPENTERS, CEMENT MA8ON8°. LABORERS,AND TRUCK DRIVERS The zone hourly rates applicable bo each project shall be determined by measuring the road miles over the shortest practical maintained route from the neamutCmunt9Courthouuo cf the following listed towns hothe center of the jub: BILLINGS, BOZEMAN, BUTTE, GREAT FALLS, HAVRE, HELENA, KALiSPELL, LEWISTOWN, MILES CITY, K8|S8OUL/4 Zone 1: Dto3Dmiles ' Base Pay � Zone2� 3DtoGO miles - Base Pay+ $2.85 Zone 3: Over 6O miles - Base Pay+ $47O � � *CEMENT MASONS ZONES: The above cities plus D|LLON. GLASGOW, GUENDNE. S|DNEY CARP0028'00205/0112088 Rates Fringes Carpenters: (Zone 1) Cerpem8ar& pihsbuok $23.25 %O.QQ � Millwright $27'25 �8�QO � CARP0028~0040601/2086 Rates Fringes ! Diver Tender $2727 $7.80 Diver $58.54 $7.80 DEPTH PAY (Surface Diving) � QS0bo1OOfeet $2.00 per foot 1O1to150feet $3.DO per foot ` 181to22Ufeet $4.8O per foot � 221 ft&deepo/ $5.00 -------------------------------------- ---------- -------------- | ELECO044-0010810112018 Rates Fringes � Line Construction (1) Lineman 83773 4,75% + $10�61 (2) Equipment Operator $25.13 476% + $10B5 � (3) Experienced Groumdmon $28.27 4769& + $1O33 ' | ---- ---��—�—����—�����---'----- -- � Paee� --��-- --- —���� ----'--��------ HEA\yYCONSTRUCTION SERVICES 2OII ~ EFFECTIVE JANUARY 27.2011 EUECO233-001 0801y2009 BLAINE, BROADWATER, CASCADE, CHOUTEAU, FERGUS, GLACIER, HILL, JUDITH BASIN, LEWIS& CLARK. LIBERTY, MEAGHER, PETROLEUM, PHILLIPS, PONDERA, TETON, TOOLE, VALLEY, AND WHEATLAND COUNTIES Rates Fringes ELECTRICIAN $27.96 47596 + W36 ---'------------'--'-------------'--'-- ELEC8233^0020818112009 BE/4VERHEAO. DEER LODGE, GRANITE, JEFFERSON, MADISON, POVVELL.AND SILVER BOW COUNTIES Rates Fringes ELECTRICIAN $26.10 4.75% + $1O.8Q ---------'---'---------------------- / � ELBC0532-001 080112010 G4LLAT|N` PARK, AND SyVEET[�RASSCOUNTIES | / Ratno Fringes ELECTRICIAN $26.61 $1027 | ELECO532-00308/01/2010 BIG HORN, CARBON, CARTER, CUSTER, DANIELS, DAWSON, FALLON, GARFIELD, GOLDEN VALLEY, MCCONE, MUSSELSHELL, POWDER RIVER, PRAIRIE, RICHLAND, ROOSEVELT, ROSEBUD, SHERIDAN, STILLWATER, � TREASURE, VNBAUX AND YELLOWSTONE COUNTIES � Rates Fringes / ELECTRICIAN �28 3D � 7��� + *O3Q | � � ' � EUEC0768'001 06/01/2009 FLATHEAD, LAKE, LINCOLN, MINERAL, MISSOULA, RAVALLI,AND SANDERS COUNTIES | | Rates FhnQmo ELECTRICIAN $27�02 $10.37 1 � | Page -----��--'-----'— --'-----� HEAVY CONSTRUCTION SERVICES 201.1 EFFECTIVE JANUARY 27, ZD11 ENG0400-00105/01/2009 ZONE DEFINITIONS FOR POWER EQUPN ENT OPERATORS: The zone hourly rates appUicmb|etoeaohpnojoctmhaK|bedetennimedbymeeauhng the road miles over the shortest practical maintained route from the nearest County Courthouse of the following listed towns to the center of the job: BILLINGS, BC)ZEK8AN. BUTTE, GREAT FALLS, HELENA, K4L|SPELL. M|GGOUL4 Zone 1: Oto30 miles- Base Pay Zone 2: 38tmBU miles ' Base Pay+$3.5O � Zone 3: Over GD miles- Base Pay+ $5.SO Rates Fringes � Power Equipment Operator (Zone 1) Group $23.47 $9.50 � Group $23.94 $9.50 � Group $24.34 $9.50 Group $25.00 $9.50 Group $25.50 $QDD l Group $26.80 $850 / Group $27j0 $9,50 ` POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Air CompneuuncAuto Fine Grader-, Belt Finishing Macbime� Bodmg Machine, small: Cement Silo; Crane,A' FmmmeTnuohCrano; CrusherConveyor; DW-10, 15, and 20 Tractor Roller; Farm Tractor; Forklift; Form Grader; Front-End Loader under 1 cu yd; Heavy Duty Drills.- Herman Nelson Heatec Mulching Machine,- Oiler, ail except Cranes &Qhome}s| ) pumpman. GROUP 2: Air Doctor; Backhoe/Excavator/S hovel to and including 3 cu yd; Bit Grinder; Bituminous Paving Travel Plant; l Baring Machine, large; Broom, Self-Propelled� Concrete Travel Batcher; Concrete Float&Spreader- Concrete Bucket � Dispatcher; Concrete Finish Machine; Concrete Conveyor; Distributor; Dozer, Rubber-Tired, Push & Side Boom; Elevating Gnader/Gmada*; Field Equipment Serviceman-, Front-End Loader 1 ouydto including 5cuyd, Grade Getter Heavy Duty DMNm. all types; HoisUTeQger. all; Hydm|ift& similar; Industrial Locomotive; Motor Patrol, except Finish; Mountain Skidder; i CUler- Cnameo& Shovels; Puvemen Breaker, E&8SM Power Saw, 8elf-Prmpe|ed; PugmU!� Pump�eb�GnoudManhime� � Punch Truck; RoDe�other than AaphaK; RnNecSheep�mot. SeN�PnopeDe¢ RoUe� 2G tons 'and ove� Ross Canier; ' RotumiU under G ft; Trenching Machine;Washing/Screening Plant. | | GROUP 3: Asphalt Paving Machine; Asphalt Screed; 8 ackh oe/Excavator/S hovel over 3 cu yd� Cableway Highline; ' Concrete Batch Plant; ConcnateCuhngMochine� ConcnatePunmp; Crones' Creter; Cnsnes, BodhoOverhead- Crenen.24 bons and under; Curb Machine/Slip Fnmo Paver- Finish Dozer; Front-end Loader over 8ouyd; K8eohanic/We|der; Pioneer | Dozer; Roller,Asphalt(Breakdown & F|n|oh); Ratnrni|i over G ft; Scraper,single, twin, mr pulling Belly Dump; Yo-Yo Cat. / GROUP 4: Asphalt/Hot Plant Operatoc Cranes, 25 tons to 44 tons; Crusher Operatoc Finish Motor Patrol; Finish Scraper, | | GROUPS: Cranes,45 tons bm including 74tons; GROUP 6: Cranes, 75 tons to including 145 $ann'� Crane,\Nhidey(all). | / GROUP7: Cranes, 150 tons to including 250 tons (add $1.00 for ever 1OO tons over 25Ohons); Crane, Stiff-Leg or Derrick; Helicopter Hoist; Crane, Tower(all). � | � / _.... __ Page 4 HEAVY CONSTRUCTION SERVICES 2011 EFFECTIVE JANUARY 27,2011 |RON0014-002 071 1/2808 FLATHEAD, GLACIER, LAKE, LINCOLN, MINERAL, MISSOULA,AND SANDERS COUNTIES Rates Fringes IRONWORKER $25�34 $1868 _____________________________________ � lRON0732'0090010112810 REMAINING COUNTIES / Rates Fringes IRONWORKER $25.57 *1721 � LABO1686'08105801t2008 � Rates Fringes LABORER(Zone 1) Group $1714 $6.73 � Group 2 $20.10 $6J2 Group $20.24 $672 Group $21.00 $6.72 LABORERS CLA8S|pUC:AJ|OM8 } GROUP 1: F|o0penaon / GROUp2: All General Labor Work; Burning Bac Bucket Man; Carpenter Tender; Caisson Worker; Cement Mason � Tender� Cement Handler(drA; Chuck Tender; Choker Setter, Concrete Worker; Curb Machine-Lay Down; Crusher and Batch Worker; Fence Ereuto� Form Setter; Form Stripper; Heater Tender; Landscaper; Pipe Wrapper; Pot Tendec � powdenmanTomdec Rail and Truck Loaders and Un|oadoom| Ripropper; Sealants for concrete and other mab+ria|u; Sign Erection, Guard Rail and Jersey Rail; Stake Jumper; Spike Driver� SignaIman� Tail Hoseman; Tool Checker and Houseman;Traffic Control Worker. ' GROUP 3: Concrete Vibrator; Dumpman (G/edeman)| Equipment Handler; Qeobexh|e and Liners; High-Pressure Nozz[eman; Jackhammer(Pavement Brmaker); Laser Equipment; Non-Riding Rollers; Pipelayer; PoaNhn|e Digger ' (Power); Pom/erDr|venVVhea|bmrmw/; RiQger; Gaodb|aoter� GodCmthar-Powec ' GROUP 4: Asphalt Raker; Cutting Torch: GradeSetter� High-Scaler; Power Saws (Faller& Concrete); Powdemnan ($1.OQ per hour above Group 4nate); Rock& Core Drill; Track or Truck mounted Wagon Drill;Welder including Air Arc. ! / / � / -------��------ -- --- ��-- Page5 --��--------��-------- �� � ------ HEAVY CONSTRUCTION SERVICES 20l1 EFFECTIVE JANUARY 27,2U11 PABN0260-00107/0112882 BLAINE, BROADWATER, CASCADE, CHOUTEAU, DANIELS, FERGUS, GARFIELD, GLACIER, GRANITE (South of a line running East&Westthrough the Southern city limits of PHILLIPSBURG), HILL, JEFFERSON,JUDITH BASIN, LEWIS AND CLARK, LIBERTY, McCONE, MEAGHER, PETROLEUM, PHILLIPS, PONDERA, POWELL(South of a line running East&West through the Southern city limits of HELMSVILLE), RICHLAND, ROOSEVELT, SHERIDAN, TETON, TOOLE'VALLEY, AND VVHE/g[LANDCOUNTIES Rates Fringes PAINTER $18B5 196 +$8.46 --------- ____ � PAMN0260-00207/01/2002 FLATHEAD, GRANITE (North of line running East&West through the Southern city limits ofPH|LL|PGBURG). LAKE. | LINCOLN, MINERAL, MISSOULA, POWELL(North of a line running East&West through the Southern city limits of HELMSV|LLE). RAVALL|. AND SANDERS COUNTIES Rates Fringes � | PAI NTER $16.85 196+ *3�45 -------------- | PA|W1922-80106/01/2009 BEAVERHEAD. B!G HORN, CARBON, CARTER, CUSTER, DAWSON, DEER LODGE, FALLON, GALLATIN, GOLDEN ! VALLEY, JEFFERSON, MADISON, MUSBEL5HELL. pARK. POWDER RIVER, PRAIRIE, ROSEBUD, SILVER BOW, ST|LLVVATER. SWEET GRASS,TREASURE, M0BAUX.AND YELLOWSTONE COUNTIES � PAINTER | |ndustriaL includes industrial plants, tanks, pipes, bridges) Rates Fringes / $2100 $0.00 | -------------------------------'-----' � PLAS0119'001 05/01C2008 | STATEWIDE (except DEER LODGE, JEFFERSON, POVVELL' and SILVER BOW COUNTIES) Rates Fringes | CEMENT MASONS: (Zone 1) | Area 1 $18.83 $6.96 Area $20.24 $6,86 � AREA 1-. STATEWIDE (except DEER LODGE,JEFFERSON, POWELL, and SILVER BOWCOUNTIES) / AREA 2: DEER LODGE, JEFFERSON, POVVELL.AND SILVER BOW COUNTIES � ' � / ------........................-- �-- Page 6 ---------���--'----���--- HEAVY CONSTRUCTION SERVICES 2Ol1 EFFECTIVE JANUARY 772811 PLU800030' O308/ 112009 BIGHORN, BLAINE, CARBON, CARTER, CASCADE, CHOUTEAU, CUSTER, DANIELS, DAWSON, FALLON, FERGUS, GARFIELD, GOLDEN VALLEY, HILL, JUDITH BASIN, LIBERTY, McCONE, MEAGHER, MUSSELSHELL, PETROLEUM, PHILLIPS, PONDERA, POWDER RIVER, PRAIRIE. RICHLAND, ROOSEVELT, ROSEBUD, SHERIDAN, STILLWATER, TETON,TOOLE, TREASURE,VALLEY, WHEATLAND,WIBAUX AND YELLOWSTONE COUNTIES Rmb*e Fringes PLUMBER Commercial $28.25 $13.40 |ndustriai—PowerQenerebngP}anto $30.80 $13.40 '---------------------------------- | PLUYN0041'001 07101/2010 BEAVERNEAD, BROADVVATER, DEER LODGE` BALLAT|N, GRAN|TE, JEFFERSON, LEWIS AND CLARK �AO|�{>N / PARK' pOVVELL SILVER BOW, AND SWEET GRASS COUNTIES ' ' Rates Fringes PLUMBER $28.25 $13.05 ' PLUM0458-00105/0112010 } FLATHEAD, GLACIER, LAKE, UNCOLN, MINERAL, KN|88OULA, RAVALU, AND SANDERS | Rates Fringes PLUMBER $27.51 $12.88 � '____—_-_--______'-_'—'—----------------------- TEAQN0002-081 080112008 � Rates Fringes | TRUCK DRIVERS: (Zone 1) Group $ 14�14 $5.92 ! Group $ 18.84 $6.92 � TRUCK DRIVERS CLASSIFICATIONS: | GROUP 1: Pilot Car GROUP 2: All Combination Trucks and Concrete kAixers� Distributor Driver; All Dry Batch Trucks; Dmmpmsn. Gravel � Spreader Box Operator; All Dump Trucks and similar equipment including DW 20, DW 2 1, or Euclid Tractor; Dumpsters; � Flat Trucks; Servicemen; Lowboys, Four-Wh eel Trailers, Float Semi-Trailer: Lumber Carriers, Lift Trucks & Fork Lifts; Pick-up Driver hauling material; Powder Truck(Bulk Unloader type); Power Boom-, Service Truck Drivers, Fuel Truck Dhvers.T1nemem� All Water Tank Drivers; Petroleum Products Drivers; Trucks with Power Equipment such aa Winch,4, � FrameTruck, Crane, Hydmu|ift. Gout-Crete Truck, and Combination Mulching, Seeding& Fertilizing Truck � . . / Mechanic. --------------------------------------------------------------- / WELDERS - Receive rate prescribed for craft performing operation towhich welding is incidental. / END OF GENERAL DECISION | -- '----------------------------- ............ - --- Page 7 '--------------���—��---......----- �-�--- - HEA\�'C0��STRlJCTlO0 SERVICES 2011 EFFECTIVE JANUARY 27,2011 NOTICE OF AWARD Dated: TO: ADDRESS__ PROJECT: CONTRACT FOR: 2012 Water Renovations Project You are notified that your Bid opened on for the above Contract has been considered. You are the apparent Successful Bidder and have been awarded a Contract for the: 2012 Water Renovations Project, The Contract Price of your Contract is: Five(5)copies of each of the proposed Contract Documents(except Drawings)accompany this Notice of Award, Three (3)sets of the Drawings will be delivered separately orotherwise made available to you immediately, You must comply with the following conditions precedent within fifteen(15)days of the date of this Notice of Award, that is,by 1 You must deliver to the OWNER Five (5) fully executed counterparts of the Agreement including all the Contract Documents and Drawings, 2. You must deliver with the executed Agreementthe Contract Security(Bonds)as specified in the Instruction to Bidders(Article 20), and the General Conditions(paragraph 5,01). 3. List other conditions precedent You must deliver with the executed Agreement the Certificates of Insurance as specified in the General Conditions(Article 5)and Supplementary Conditions(paragraphs SC-5.04 and SC-5.06). Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned,to annul this Notice of Award, and to declare your Bid Security forfeited. Within ten(10)days after you comply with these conditions,OWNER will return to you two fully signed counterpart of the Agreement with the Contract Documents attached, CITY OF BOZEMAN, MONTANA ATTEST: BY: BY: (CITY MANAGER) (CITY CLERK) DATE: Notice to Proceed Irate: 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 J. Before you may start any 'Work at the Site, Paragraph 2.01.8 of the General Conditions provides that you and Owner must each deliver to the other (with copies to .Engineer and other identified additional insureds and loss payees) 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: [cold other requirements]. Owner Given by: Authorized Signature Title Date Copy to Engineer EJCDC C-550?Notice to Proceed Prepared by the Engineers Joint Contract Documents Conunittee and endorsed by the Construction Specifications Institute. Page 1 of 1 MONTHLY PAY ESTIMATE SUMMARY Date 2012 Water Renovations City of Bozeman, Montana Estimate No.—- to . 2011 DESCRIPTION AMOUNTS THIS MONTH PREVIOUS TO DATE Earnings for Work& Materials Installed: $0.00 $0,00 $0.00 Plus 100% of Invoice for Materials Stored: $0.00 $0,00 KOO Less Materials Used: $0.00 $0.00 KOO Subtotal, $0.00 $0.00 $0.00 5% Retainage: $0,00 $0.00 $0,00 Net Earnings: $0.00 $0.00 $0,00 Less 1% Gross Receipts Tax: $0.00 $0.00 $0.00 Gross Payment: $0,00 $0.00 $0,00 Less Previous Payments: $0,00 Net Payment this Estimate: $0.00 $0.00 Percent Time Elapsed: #VALUE! Work Done Based on Installed Cost: #DIV/O! Contract Completion Data: Notice to Proceed Date: Original Contract Completion Time (dy): 90 Stop/Resume Work Orders (dy): 0 Approved Time Extensions (dy): 0 New Contract Completion Time (dy): 90 Contract Completion Date: 3130/1900 Contract Cost Data: Amount of Original Contract: $0.00 Approved Changes: $0,00 Revised Amount: $0.00 Approved by (Contractor): Approved by City of Bozeman (Owner),- PAY ESTIMATE 2012 MATER RENOVATIONS CONTRACTOR ENGINEER City of Bozeman P 0 Box 1230 Bozeman,MT 59771 PAY ESTIMATE NO to 2011 QUANTITY COMPLETED AMOUNT EARNED PLAN THIS PREVIOUS TO BID THIS PREVIOUS TO ITEM DESCRIPTION UNIT QUANTITY ESTIMATE ESTIMATE, DATE: PRICE ESTIMATE ESTIMATE DATE Base Bid:South Black Avenue 1 Taxes„Bonds„Insurance LS 1 0 0 0 $000 $000 S000 $0.00 2 Mobilization LS 1 0 0 0 $0 00 $0.00 $0.00 $0.00 3 4"Gate Valve wl V B EA 1 0 0 0 $000 $000 $0.00 $0.00 4 12"Gate Valve w1V B EA 2 0 0 0 $0.00 $0.00 $0.00 $0.00 5 14"Gate Valve wf V B SF 3 0 0 0 $000 $0.00 $0.00 $0.00 6 24"Butterfly Valve wN.B. EA 9 0 0 0 $000 $0.00 $000 $000 7 Connection to Existing Main EA 2 0 D 0 $0 D0 $000 $000 $1000 8 6"45 or 11 114 deg MJ Bend EA 2 0 0 0 $000 $000 $0.00 $000 9 12"22 112 deg Bend EA 1 0 0 0 $0.00 $0,00 $000 $001) 10 8"x 6"MJ Tee EA 1 0 0 0 $0.00 '$0.00 $0.00 $0-00 11 12"MJ Tee EA I 0 0 0 $000 $0.00 $0 00 $0.00 12 24"x 14"MJ Tee EA 1'. 0 0 0 $0 On $0.00 Soon $0.00 1.3 24"x 8"Tapping Tee with valve EA 1 0 0 0 Soon $000 $0.00 $000 14 24"x 6"Tapping Tee with Valve EA 1 0 0 0 $0.00 $0.00 $0.00 50...,00 15 24'"x 12"MJ Crass EA 1 0 0 0 $000 $000 $0,00 $0.00 16 4"x 3"'MJ Large End Bell Reducer EA 1 0 0 0 $0.00 $000 $000 $000 17 12"x 14"MJ Larg a End Bell.Reducer EA 1 0 0 0 $000 $0 00 $000 $0,00 18 12"x 18"MJ Larg a End Bell Reducer EA 1 0 0 0 $0 00 $000 $000 $0 on 19 1,6"x 14"MJ Reducer EA 1 0 0 0 $0 00 $0.00 $0.00 $0.00 20 24"x 16"Plain End Reducer EA 1 0 0 0 $000 $0.00 $000 $0.00 21 5"CL 51 DIP LF 30 0 0 0 $0.00 $0.00 $0.00 $000 22 6"CL 51 DIP LF 140 0 0 0 $0.00 $0-00 $0.00 $000 23 12"CL 51 DIP LF 25 0 0 0 $0.00 $000 $000 $0.00 24 14'"OL250DIP LF 57 0 0 0 $000 $0.00 $000 $000 25 18"CL 250 DIP EA 3 0 0 0 $0.00 $0.00 $0.00 soon 26.. 24"CL 250 DIP LF 56 0 0 0 $000 $000 $000 $000 27 'Service Reconnection whin trench limits EA 3 0 0 0 $0 on $000 $000 $000 2"diameter and smaller 25 Service Reconnection outside of trench LF 276 0 0 0 $000 $0,00 $0.00 $000 limits 2"diameter and smaller 29 Service Reconnection outside of trench LF 84 0 0 0 $0.00 $0 00 $0.00 $000 limits 4"diameter and smaller 30 Instil expansion tank and backflow preventer EA 1 0 0 0 $000 $0.00 $0 00 $000 31 Connection inside house from meter to HR 4 0 0 0 $000 $0.00 $0.00 $0.00 existing line 32 Fire Hydrant 6 112'bury EA 1 0 0 0 $000 SD DO $000 $000 33 Traffic Ccnirai LS 1 0 0 0 $0.00 50.00 $0.00 $0.00 34 Temporary Water System LS 1 0 0 0 $000 $0.00 $0.00 $000 35 Gravel Street Restoration LF 185 0 0 0 $000 $0,00 $0.00 $000 36 Asphalt Surface Restoration LF 240 0 0 0 5000 $0.00 $000 $000 37 Curb BoYfValve Box Removal EA 3 0 0 0 $000 $000 $0.00 $0.00 38 Quality Assurance Testing LS 1 0 0 0 $0 00 $000 $000 $0.00 39 Miscellaneous Work EA 10"000 0 0 0 $100 $000 $000 $0.00 Additive Alternate No,1: Peach Street 101 Connection to Existing Main EA 5 0 0 0 $0.00 $0.00 $000 $000 102 6"Gate Valve wP V 6- EA 2 0 0 0 $0.00 $000 $0.00 $000 103 8"Gate Value w/V B. EA 1 0 0 0 $0.00 $000 $O.OD $000 104 6"Gale Valve wY V.8. EA 1 0 0 0 $000 $0.00 $0.00 $0.00 105 8"x 6"MJ Increaser EA 2. 0 0 0 $000 $0.00 $000 $0.00 106 8"x 6"MJ Tee EA 1 0 0 0 $1 00 $0 00 $0.00 $000 107 8"MJ Cross EA 1 0 0 0 $1 00 $000 $0.00 $000 108 111 114 deg Bend EA 2 0 0 0 $1 00 $000 $000 $0.00 109.. 8"45 deg MJ Bend EA 4 0 0 0 $1 CO $000 $000 MOD 110 6"45 or 11 114 deg Send EA 2 00 0 $1 00 $0.00 SO O0 $000 111 8"CL.51 DIP LF 465 0 0 0 $1 00 $000 $0.00 $000 112 Service Reconnection wlin trench limits EA 4 0 0 D SO 00 $0.00 $000 $0.00 2"diameter and smaller 113 Service Reconnection outside of trench LF SO 0 0 0 $000 $D 00 $0,00 $000 limits 2"diameter and smaller ',.. 114 Inslli expansion tank and backflow preventer EA 1 0 0 0 $000 $D 00 $D 00 $000 115 Fire Hydrant 6 112'bury EA 1 0 0 0 $000 $0 00 $0.00 Woo 116 Insulation LF 260 0 0 0 $000 $0 00 $0,00 $0.00 117 Traffic Control EA 1 0 0 0 $000 $000 MOO $000 118 Locate and Repair Sewer Service LS 2 0 0 0 $0,00 $000 $0.00 $000 119 Temporary Water System LS 1 0 0 0 $000, $0.00 $0-00 $000 120 Jack and Bore LS 1 0 0 0 $000 $0.00 $0.00 $0.00 121 Quality Assurance Testing LS 1 0 0 0 MOD $0.00 3000 $000 122 Asphalt Surface Restoration LF 440 0 0 0 $0.00 $0.00 $000 $000 Additive Altemated No.Z..East Aspen Street&North Church Avenue 201 Connection to Existing Main EA 2 0 0 0 $0,00 $000 $000 $0.00 202 6"Gate Valve wd V 8 EA 1 0 0 0 $0 00 $000 $0.00 $0.00 203 8"x 6"MJ Increaser EA 1 0 0 0 $0.00 $000 $000 $0 00 204 B"x 6"MJ Tee EA 1 0 0 0 $1 00 $0.00 $0.00 $0 00 205 16"x 8"'MJ Tee EA 1 0 0 0 $1 CO $0.00 $0.00 $0.00 206 8"CL.51 DIP LF 515 0 0 0 Si 00 $0..00 $0.00 $0.00 207 Service Reconnection Win trench limits EA 4 0 0 0 SO00 $D.00 $0.00 SO00 2"diameter and smaller 208 Service Reconnection outside of trench LF 295 0 0 0 $000 SO 00 $000 $0,00 limits 2"diameter and smaller 209 Gnstll expansion tank and backflow,preventer EA 1 D 0 0 $000 $000 $000 $000 210 Connection inside house from meter to HR 4 0 0 0 $000 $0.00 $000 $000 existing line 211 2°"Blowoff Assembly EA 1 0 0 0 $0.00 $000 $000 $0.00 212 Fire Hydrant 6 112'bury EA 1 0 0 0 $000 $000 $000 $0 00 213 Insulation LF 310 0 0 0 $0.00 $0.00 $000 $0.00 214 Traffic Control LS 1 0 0 0 $000 $000 $000 $0 00 215 Temporary Water System LS 1 0 0 0 $000 $000 $000 SO DO 216 Locate and Repair Sewer Service EA 2 0 0 0 $0.00 $0.00 $0-00 $0.00 217 Quality Assurance Testing LS 1 0 0 0 $0,00 $D X00 $000 $0.00 218 Asphalt Surface Restoration LF 40 0 0 0 $000 $000 $0 00 $000 219 Gravel Surface Restoration LF 490 0 0 0 S000 S000 $000 $000 Additive Alternate No.3: Bryant Street&Gold Avenue 301 Connection to Existing Main EA 3 0 0 0 $0 OD $0 OD $0,00 $000 302 B"Gate Valve wd V B EA 3 0 0 O $000 $0 OD $000 $0,00 303 8"x 6"MJ Increaser EA 1 0 0 0 $000 $000 $000 $D.00 304 12"x 8"MJ Increaser EA 1 0 0 0 $000 $000 $000 $000 305 8"x 6"MJ Tee EA 2 0 0 0 $1 00 $000 $000 $000 306 8"MJ Tee EA 1 0 0 0 $1 00 $0.00 $000 $000 307 12"x 8"MJ Tee EA 1 0 0 0 $1 00 $000 $000 $000 308 6"45 or 11,114 deg Bend EA 2 0 0 0 $1 00 $0.00 $0.00 $000 309 8"CL 51 DIP LF 1,076 0 0 $1 00 $000 $000 $000 310 Service Reconnection whn trench limits EA 7 0 0 0 $000 $000 $000 $0.00 2"diameter and smaller 31.1 Service Reconnection outside of trench LF 295 0 0 0 $000 $0.00 $0,00 $0.,00 limits 2"diameter and smaller 312 Instil expansion tank and backflow preventer EA 1 0 0 0 $000 $0 00 $0.00 $000 313 Fire Hydrant 7 bury EA i 0 0 0 $0,00 $0.00 $000 $000 314 Fire Hydrant?112"bury EA 1 0 0 0 $000 $000 $000 $000 315 Insulation LF 110 0 0 0 $000 $000 $000 $000 316.. Traffic Control LS 1 0 0 0 $0.00 $000 $000 $0 OD 317 Temporary Water System LS 1 0 0 0 $0.00 $0.00 $0.00 $O.OD 315 Curb Box/Valve Box Removal. EAA. 2 0 0 0 $0.00 $000 $0.00 $000 319 Locate and Repair Sewer Service EA 2 0 0 0 $0.00 $000 $0.00 $0.00 320 Quality Assurance Testing LS 1 0 0 0 $000 $000 $000 $000 321 Asphalt Surface Restoration LF 1,080 0 D 0 Si S000 $000 $1010o SUBTOTAL BID ITEM WORK INSTALLED $000 $000 $000 Materials in Storage $0.00 $000 $000 Materials out of Storage $000 $0.010 $000 SUBTOTAL $000 $000 $000 Total Amount Due Retama e 5% $000 $0.00 $0.00 Less g $000 $0.00 $0.00 Subtotal $0.00 $0 OD $0,00 Less 1%Gross Reciepts Tax $0,00 $000 $0.00 Subtotal $0,00 $000 $0.00 Less Previous Payments $0.00 $000 Total Due This Payment $000 $0 00 CITY OF BOZEMAN ACCOUNTS PAYABLE P.O. Box 1230. Bozeman, MT 59771-1230 (406) 582-2334 WARRANT# PAY TO: DATE PAID: WARRANT TOTAL$ VENDOR;`# DATE INVOICE# FUND ACCOUNT OBJECT PROJECT DESCRIPTION AMNT TOTAL $ CERTIFICATION THATGOODS OR SERVICES HAVE BEEN RECEIVED: 1. 2. DEPARTMENT HEAD OF DESIGNEE APPROVAL: FINANCE DEPARTMENT REVIEW: 1, the undersigned, do solemnly swear, that I am of OFFICIAL TITLE COMPANY OR CORPORATION I am authorized to sign for said claimant, and the amounts shown therein are a true and lawful claim against the City of Bozeman and wholly unpaid. Sign here: Phone SS#or Tax ID# Business License# THE CITY OF BOZEMAN MUST HAVE YOUR SS#OR TAX ID#AND BUSINESS LICENSE NUMBER BEFORE THIS CLAIM WILL BE PROCESSED. Certificate ®f Substantial Completion Project: Owner: Owner's Contract No.: Contract: Engineer's Project No.: This [tentative] [definitive] Certificate of Substantial Completion applies to: All Work under the Contract Documents: F The following specified portions of the Work: 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 rewired by the Contract Documents, except as stated below. A [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: L1 Amended Responsibilities U Not Amended Owner's Amended responsibilities: Contractor's Amended Responsibilities: FJCnC 0-625 Certificate of Substantial Completion Prepared by the Engineers Joint Contract,Documents Committee and endorsed by the Construction Specifications Institute, Page I of 2 Field Order No. Date of Issuance: Effective Date: Project: Owner: Owner's Contract No.: Contract: Date of Contract: Contractor. Engineer's Project No.: Attention: You are hereby directed to promptly execute this Field Order issued in accordance with General Conditions Paragraph 9.04.A, 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: Attachments: Engineer Receipt Acknowledged by Contractor: Date: Copy to Owner FJCDC C-942 Field order Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page I of I 'Work Change Directive No. Date of Issuance: Effective Date: Project: Owner: Owner's Contract No.: Contract: Date of Contract: Contractor: Engineer's Project No.: Contractor is directed to proceed promptly with the following change(s): Item No. Description 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 $ (increase/decrease) Contract Time (increase/decrease) days Recommended for Approval by Engineer: Date Authorized for Owner by: Date Received for Contractor by: Date Received by Funding Agency (if applicable): Date: EJC®C C-940 Work Change Directive Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 1 of I CHANGE ORDER No. DATE OF ISSUANCE EFFECTIVE DATE OWNER CONTRACTOR Contract: Project: OWNER"s Contract No. ENGINEER ENGINEER"s Conti-act No. Yo-6--a re directed to make the following changes in the Contract Documents: _.. Description: Reason for Change Order: Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price Original Contract Times: Substantial Completion: $ Ready for final payment: (days or dates Net Increase(Decrease) from previous Change Net change from previous Change Orders No.®to Orders No. to No. Substantial Completion: $ Ready for final payment: (days) Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial Completion: $ Ready for final payment: (days or dates Net increase(decrease) of this Change Order: Net increase (decrease)this Change Order: Substantial Completion: $ Ready for final payment: (days) Contract Price with all approved Change Orders: Contract Times with all approved Change Orders: Substantial Completion: Ready for final payment. (days or dates) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever associated with the subject change order items,except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further,that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the contract and that the work quantitiesand value were properly determined and are correct CONTRACTOR(Authorized Signature) Date RECOMMENDED BY: APPROVED BY: (ENGINEER 4 Signature) Date OWNER(Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated Genera!Contractors of America and the Construction Specifications Institute. Page I of 2 C:1Backup\2012 Water Re nova(ions�Specs\COB Change Order Form.doc CHANGE ORDER INSTRUCTIONS A. GENERAL INFORMATION This document was develcped to provide a uniform format for handling contract changes that affect Contract Price nr Contract Times, Changes that have been initiated by a Work Change Directive must be incorporated into a ^ subsequent Change Order if they affect Price n,Times, Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order, The practice of accumulating Change Orders toreduce the adnuioiatoative burden may lead to unnecessary disputes. l[Milestones have been listed io the /\greezuod, any effect oYa Change Order thereon should headdressed. For supplemental instructions and minor changes not involving uchange in the Contract Price or Contract Tinoes, o Field Order should heused. � B. COMPLETING THE CHANGE ORDER FORM Engineer normally imiUsAms the form, including description of the cbuagco involved and mttuohreeniu 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 eoUto Owner or Contractor fhrxpproval, � depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated ' agreement for a previously perfoonodchange. After approval by one contracting party, all copies should bsko|ko the other party for approval. Engineer should make distribution ofexecuted copies after approval by both parties. ` � lfu change only applies 1m price m,to times, cross out the part ufthe tabulation that does not apply, Page 2| / | / ! � � , � | � / | of C1eackup\2o12 Water Ren Change Order F"nm,moo ORDER TO CONTRACTOR TO SUSPEND WORK Federal/State Project Number Suspend Work Order No. DATE:. City of Bozeman Project Number TO: PROJECT AND LOCATION OWNER: By reason of 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 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 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. At the close of work on the date specified above, of the calendar days 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 will be returned for your files. CONTRACTOR OWNER Receipt Acknowledged, Date: BY: BY: TITLE: TITLE: Address for Correspondence: Order to Contractor to Suspend Work — Rage 1 of 1 CABackup12012 water RenovationsOSpecs07 suspend_wrk.doc 5110/12 ORDER TO CONTRACTOR TO RESUME WORK Federal/State Project Number Resume Work Order No, DATE;. City of Bozeman Project Number TO: PROJECT AND LOCATION 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 ruder is effective, calendar days of Contract Time remain. The (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: Order to Contractor to Resume Work — Page 1 of 1 SPECIAL PROVISIONS I GENERAL The work to be performed under this contract involves furnishing all labor, materials, equipment, supplies and services necessary for installation of water main and associated appurtenances to replace existing mains in the City of Bozeman. All work shall be performed in accordance with applicable sections of the Montana Public Works Standard Specifications Sixth Edition (MPWSS), 6k" Edition, and as further modified by the City of Bozeman Modifications to MPWSS, 6`h Edition,including Addendums,which is hereby included as part of these specifications. All references to MPWSS sections, unless otherwise noted, are a reference to said Montana Public Works Standard Specifications, All correspondence and official authorization concerning the work shall be with the City Engineer or his designated representatives as identified at the preconstruction meeting. Any changes in the Work or schedule not authorized by the above shall be deemed as unauthorized and shall be done at Contractors risk at no cost to the Owner. All damages, reparations, and costs thus incurred during the progress of such unauthorized work shall be borne exclusively by the Contractor. 2. SCOPE OF WORK The work includes a base bid and 3 additive alternates. The base bid generally involves replacement of existing mains,valves, fittings and appurtenances in the intersections of Black/College,Black/Garfield, Black/Tracy,Black/Black Cul-de-sac, and installation of approximately 140 lineal feet of new main in Harrision Avenue. The intersection work involves mains ranging in size from 6" to 24". Service reinstatement is also included in the base bid. Alternate one involves replacement of existing mains with the installation of approximately 465 LF of 8" ductile iron water main and appurtenances on Peach Street,Alternate two involves replacement of existing mains with the installation of approximately 515 LF of 8" ductile iron water main and appurtenances on East Aspen Street and North Church Avenue. Alternate three involves replacement of existing mains with the installation of approximately 1076 LF of 8"ductile iron water main and appurtenances on Bryant Street and Gold Avenue. 3. AWARD OF CONTRACT The award of the contract,if awarded,will be made within the period specified in the Invitation to Bid to the lowest responsive, responsible Bidder who's Bid complies with all the requirements prescribed herein. The successful Bidder will be notified by letter,mailed to the address shown on the Bid,that his Bid has been accepted and that he has been awarded a contract. The Bid schedules may be awarded as a single total combined contract, may be awarded singly as separate contracts, or in any combinationof schedules which result in the lowest project cost to the owner, 4. TIME OF COMMENCEMENT AND COMPLETION DATE SPECIAL PROVISIONS The beginning of the Contract Time shall be stated in a written NOTICE TO PROCEED written by the City Engineer to the Contractor. In establishing the date when Contract Time begins,the Engineer will consider that the contract time begins following delivery of the NOTICE TO PROCEED. A separate notice to proceed may be issued for each separate or combined bid schedule. Where multiple schedules are awarded under a single contract,the contract times shall run concurrently,unless the City agrees to issue separate notices to proceed. The Contract Time will expire automatically the number of calendar days stated as Contract Time, except as the Contract Time may be extended by change order. S. LIQUIDATED DAMAGES Subject to the provisions of the Contract Documents,the Owner shall be entitled to liquidated damages for failure of the Bidder to complete the work within the specified contract time, The Bidder agrees to pay liquidated damages for compensation to the Owner for expenses incurred by the Owner during the contract time overrun, As compensation for expenses incurred,the Contractor shall be assessed a liquidated damage of$500.00 per calendar day for each day that the work remains uncompleted beyond the contract period. Liquidated damages shall be paid by deduction from monthly progress payments and the final payment. 6. COST LIMITATIONS The Owner reserves the right to eliminate or reduce certain proposal items from the project following the Bid Opening to make the project financially feasible with the limitations of the funds allocated for this project. The determination of which items shall be eliminated shall be the responsibility of the Owner. 7. NAMES, PRODUCTS AND SUBSTITUTIONS Where products or materials are specified by manufacturer,trade name, or brand,such designations are intended to indicate the required quality, type, utility, and finish. Requests for Proposed substitution shall include complete specifications and descriptive data to prove the equality of proposed substitutions. Substitutions shall not be made without the written approval of the Owner. No substitutions will be considered until after contract award. 8. APPROVAL OF EQUIPMENT AND MATERIALS The Contractor shall furnish to the Owner or its Engineer for approval the name of the manufacturer of machinery,mechanical and other equipment and materials which he contemplates using in execution of the work,together with the performance capacities and such other information which may be pertinent or required by the Owner. 9. BIDDER'S QUALIFICATIONS 2 SPECIAL PROVISIONS The Contractor shall show evidence that he has the finances,organization,and equipment to perform the work with a limited number of subcontractors, The Contractor will be required to have a full-time resident General Superintendent on the job at all times while the work is in progress. He shall be in a position to direct the work and make decisions either directly or through immediate contact with his superior. Absence or incompetence of the superintendent shall be reason for the Owner to stop all work on the project. 10. WARRANTY If,within two years after acceptance of the work by the Owner, any of the work is found to be defective or not in accordance with the Contract Documents, and upon written notice from the Owner, the Contractor shall correct any work beginning within seven (7) calendar days of said written notice. Should the Contractor fail to respond to the written notice within the designated time, the Owner may correct the work at the expense of the Contractor. 11. SCHEDULING Prior to or at the PRECONSTRUCTION CONFERENCE,the Contractor shall provide the City Engineer the following schedules: A. A practicable CONSTRUCTION PROGRESS SCHEDULE showing the order,timing,and progress in which the Contractor proposes to prosecute the work. This schedule shall be in Bar Graph, CPM or PERT format. The schedule shall be updated and re-submitted as necessary to reflect project changes. B. A PAYMENT SCHEDULE showing the anticipated amount of each monthly payment that will become due the Contractor in accordance with the Construction Progress Schedule. C. A TRAFFIC CONTROL PLAN detailing the methods and means of controlling traffic for the specific conditions involved with each construction schedule. The Contractor shall limit working hours to 7:00 a.m. to 7:00 pm., Monday through Friday. No work shall be done outside of these hours unless specifically approved by the City Engineer. 12. PRECONSTRUCTION CONFERENCE After the contract(s)have been awarded,but before the start of construction,a conference will be held at the City Engineer's Office, 20 E. Olive Street, for the purpose of discussing requirements on such matters as project supervision,on-site inspections,progress schedules and reports,payrolls,payment to contractors, contract change orders, insurance, safety,and any other items pertinent to the project. The Contractor shall arrange to have all supervisory personnel and a representative from each of the affected utility companies connected with the project on hand to meet with a representative of the Owner to discuss the project and any problems anticipated. 3 SPECIAL PROVISIONS 13. SHOP AND FABRICATION DRAWINGS The Contractor shall prepare and submit fabrication drawings,design mix information,material testing compliance data, and other data, in accordance with the General Conditions. Following review, the Contractor shall resubmit copies of any drawings which required revision or correction. Any review by the Owner will not relieve the Contractor from responsibility for errors or omissions, inadequate design performance requirements, schedule requirements, and proper operation of any item required under the Contract. Notwithstanding any such review, Contractor shall remain solely responsible for full and complete performance in accordance with the terms, conditions, provisions, drawings and specifications set forth in the Contract Documents. 14. UNDERGROUND UTILITIES The Contractor shall be responsible for checking with the Owners of underground utilities such as the City,County,power and telephone companies,etc.as to the location of their underground installations in the project area. The Contractor shall be solely responsible for any damage done to these installations 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 agencies and to keep them informed of his construction activities so that these vital installations are fully protected at all times. A Montana One-call system, phone number 1-800-424-5555 has been set up to facilitate requests for underground facility located information. The Contractor is responsible for contacting the One-call system prior to any excavation. 15. EASEMENTS, RIGHTS-OF-WAY, ADJOINING PROPERTY The Contractor shall contain all of his construction operations within the easements and rights of way unless written approval is secured from the owner of the adjoining property or written approval is given by the Owner to utilize the adjacent land area, 16. TRAFFIC CONTROL A. General- The Contractor shall at all times conduct his operations so that there is a minimum interruption in the use of the City's streets affected by the work. Exact procedures in this respect shall be established in advance of construction with the City Engineer. Barricade function,design and construction shall conform to the latest edition of the Manual on Uniform Traffic Control Devices(MUTCD)and the Standard Specifications for Road and Bridge Construction of the State Highway Commission of Montana latest Edition. Should construction of the project require the closure of any streets,roads or highways or require night- 4 SPECIAL PROVISIONS time or long-term traffic control, the Contractor will be required to prepare a detailed TRAFFIC CONTROL PLAN to address the methods and means of controlling traffic under the specific conditions. Traffic control plans shall be in conformance with the requirements of the Manual on Uniform Traffic Control Devices, In regards to closures, the plan shall include specific details on traffic detours and estimated durations of the closures. Details of signing, barricades, flagging and other traffic control devices shall be presented. The traffic control plan shall be approved by the Owner prior to construction, The Contractor may be required to modify or adjust a traffic control set-up to fit specific field conditions encountered during construction. B. Traffic Access. Construction work shall be programmed by the Contractor so that local traffic will have continuous access within one block of any given property. It shall be the responsibility of the Contractor to notify all affected residents in the area of programmed work, of street closures, parking requirements and restrictions, and any other conditions, a minimum of twenty-four(24)hours prior to beginning work within the affected area. All signing, barricades, and other traffic control measures shall be provided by the Contractor. C. Warning Signals. All streets, roads, highways and other public thoroughfares which are closed to traffic shall be protected by means of effective barricades on which shall be placed,mounted or affixed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section. All open trenches and other excavations within the construction area shall be provided with suitable barriers, signs and lights to the extent that adequate public protection is provided. All abrupt grade changes greater than one inch which traffic is required to pass over; and obstructions, including but not limited to, material stockpiles and equipment shall be similarly protected. All barricades and obstructions shall be illuminated by means of warning lights at night. All lights used for this purpose shall be kept burning from sundown to sunrise. D. Notifications.The Contractor shall coordinate all of the Contractor's construction activities to minimize conflicts at the work site,off-site events,or other construction projects nearby.The Contractor shall notify all affected residents and businesses, the Bozeman Police, Fire, Street, and Sanitation Departments,Laidlaw Bus Service,Streamline Bus Service,AMR Ambulance Service,and Allied Waste Services of all planned street closures a minimum of 24 hours before any actual street closure. In addition, all businesses affected by a street closure shall be given seven (7) days advance notice of the upcoming street closure. The Contractor shall maintain a log of all advance notifications that have been made for each street segment construction site. Prior to closure of any collector or arterial street, the Contractor shall prepare a news release announcing the upcoming street closure which shall specify at a minimum the impact of the construction upon the public and the duration of the work. At least three days prior to the street closure,the Contractor shall submit the news release to all local news media,and shall cause the news release to be published as a display ad in the Bozeman Daily Chronicle. 5 SPECIAL PROVISIONS E. Signalized Intersections. The Contractor shall coordinate with the City of Bozeman Street Department and the Montana Department of Transportation when working in or near a signalized intersection. Signals shall not be disrupted without prior approval by City of Bozeman Street Department and the Montana Department of Transportation. F. Work Methods, 1. The Contractor shall position all traffic control devices according to plan prior to positioning personnel or equipment on the traveled way. 2. The Contractor shall inspect and check the work zone traffic control frequently including weekends, holidays, and other non-working days, and shall correct any deficiencies discovered. The Contractor shall keep a log of all inspections. 3. Construction traffic control devices shall be removed or covered when they are not being used for construction activities, 4. If the Contractor fails to correct a deficiency in the traffic control system that the Engineer deems a necessary traffic control modification to expedite the movement of traffic or an emergency hazard to life and/or property, the Owner may correct the deficiency and be reimbursed for all costs from the next progress payment to the Contractor. S. Flagging shall be only performed by certified and properly equipped flagpersons. Flagging shall be done as described in the booklet "Instructions to Flagpersons" published by the Montana Department of Transportation. 6. Sidewalks and crosswalks shall remain free of debris and open to pedestrians to the greatest extent possible. When necessary pedestrian detours shall be established or the sidewalk shall be properly closed to travel in accordance with the MUTCD and City of Bozeman requirements. 7. The Contractor shall schedule the work to minimize inconvenience to the Owner and to adjacent property owners and to minimize interruptions to utility service and through traffic. The Contractor shall maintain vehicular access to local businesses at all times. The Contractor shall maintain vehicular access to residences able to be used after each shift, 8. The Contractor shall designate one (1) employee whose primary purpose shall be to coordinate traffic control and shall provide a 24 hour per day telephone number or numbers to contact this person. 6 SPECIAL PROVISIONS 17. DISPOSAL, EROSION, WATER POLLUTION, AND SILTATION CONTROL The Contractor is responsible for proper disposal of all waste soils and materials unless otherwise directed herein. Where waste materials are disposed on private property not owned by the Contractor, evidence of property owner's written permission shall be obtained and provided to the Owner. Contractor shall comply with all Local, State, and Federal laws and regulations pertaining to fill in wetlands and floodplains. The Contractor shall dispose of all refuse and discarded materials in an approved location. The Contractor shall exercise every reasonable precaution throughout the life of the project to prevent pollution or siltation of rivers,streams or impoundments. Pollutants such as chemicals,fuels,lubricants, bitumens, raw sewage, and other harmful wastes shall not be discharged into or alongside of rivers, strearns,impoundments or into natural or manmade channels leading thereto. In addition,the Contractor shall conduct and schedule his operations to avoid muddying or silting of rivers, streams or impoundments, The Contractor shall meet the requirements of the applicable regulations of the Department of Fish, Wildlife and Parks, Department of Health and Environmental Sciences and other State or Federal regulations relating to the prevention or abatement of water pollution and siltation. The Contractor's specific attention is directed to the Montana Water Pollution Control Act and the Montana Stream Preservation Act, The Contractor shall be responsible for obtaining any required discharge permits associated with groundwater de-watering operations and storrnwater runoff, Contractor's shall include all clean-up, restoration, etc., of any detention or discharge areas. All debris or waste materials shall be cleaned up by the end of the work day. 18. PROTECTION OF EXISTING PAVEMENT All equipment shall be fitted with pads on the outriggers and other accessories as necessary to prevent damage to existing pavement during the course of the project. Any damages to pavement shall be corrected by the Contractor, at his expense, in a manner as directed by the Engineer. 19. MANHOLES, VALVE AND MONUMENT BOXES All manholes,valve and monument boxes shall be protected with heavy builders paper until final coating and compaction has occurred. Contractor shall dig out and clean completely all boxes and manholes which are not protected. All manholes and boxes which are at the edges of the defined limits of construction shall be treated as if they are completely within the construction area and the area immediately surrounding the raised and/or protected manholes and boxes shall be feathered in so as to provide a gradual transition over such manhole and/or box. It is imperative that manholes and valve boxes be accessible to the City for emergency maintenance of its utilities. The Contractor shall schedule his work to provide timely access to manholes and valve boxes. Manholes, and valve and curb boxes overlaid by the Contractor and not immediately re-exposed shall be 7 SPECIAL PROVISIONS subject to being uncovered by City crews without notice in response to emergency maintenance needs. The Contractor shall be responsible for reasonable restoration at no cost to the City. 20. OPERATION OF EXISTING VALVES All existing City of Bozeman water main valves shall be operated by authorized personnel of the City of Bozeman only. The Contractor shall not operate any existing valves without the written consent of the City of Bozeman. 21. SALVAGEABLE ITEMS Any items removed from the existing system under the terms of this contract shall remain the property of the Owner and shall be delivered 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 his expense at a site or landfill acceptable to the Engineer. Any costs for the above referenced work shall be at the Contractor's expense. 22. ACCESS TO RECORDS The Contractor shall allow access to any books, documents, papers and records which are directly pertinent to this Contract by the Owner, State or Federal agencies, or any of their duly authorized representatives for the purpose of making an audit, examination, excerpts or transcriptions. 23. INSURANCE Insurance coverage required under this contract shall extend, at a minimum, to the end of the contract time. 24. WATER SERVICE RECONNECTIONS, It shall be the responsibility of the CONTRACTOR to hook up all active water services. Water services as shown on the plans have been identified to be active or inactive (not hooked up) based on the best available records, however it shall be the CONTRACTOR'S responsibility to verify which services are active and need reconnection. He shall be responsible for contacting and coordinating with the landowners to determine which services are active. All active water services shall be reconnected. CONTRACTOR shall be responsible for locating all service connections outside mainline trench limits. Copper pipe shall be used to reconnect service lines 2" and smaller and ductile iron pipe shall be used to reconnect services 4" and larger. Replaced services shall be of same size as existing service, unless otherwise directed by the ENGINEER. All active services encountered that are not copper, cast iron, or ductile iron pipe shall be replaced up to the meter. Installation of a backflow preventer and expansion tank is required with any 8 SPECIAL PROVISIONS reconnection to the meter where they do not already exist. All work shall be completed by a licensed plumber and be in accordance with all city standards and the Uniform Plumbing Code. See the Water Inspection Requirements document at ht!E,//wv;,tA,.bozenian,net/DepartmentsL-LI..)/Public- Service/Water-Sewer/Contractor,-,-Corner.aspx for additional information. There are two houses that will require replumbing the basement/crawl space. 813 South Black and 716 North Church are currently connected in the back of the houses. The reconnections will be made to the front of the houses as shown on the plans and replumbed as necessary in the basement/crawl space. See the end of the this section (special provisions) for pictures of the basement/crawl spaces, 25, WATER SERVICE SHUTDOWNS The CONTRACTOR shall notify water service customers of any water main or water service shutdowns in writing between 24 and 48 hours prior to the disruption, and shall have all necessary materials, tools, equipment and labor on the site prior to removing the existing lines from service. 26. ABANDONING EXISTING PIPE Existing water, sanitary sewer, and storm drain pipes noted on the plans to be abandoned in place shall be abandoned only after the new water line, storm drain or sanitary sewer, or usable portions thereof,have been constructed, tested, and approved. All ends of the abandoned pipes shall be plugged with Class M-3000 concrete. Upon completion of the installation of the new water mains and disconnection of the existing water mains,the contractor shall remove all abandoned appurtenances that are at or above grade that were not removed during installation of the new water main. Fire hydrants shall be removed down to the shoe and salvaged to the City of Bozeman. Curb box and valve box castings shall be removed to a minimum of 18"below grade. The resulting voids shall be filled with flowable fill if within a paved surface and patched with either asphalt plant mix or portland cement concrete to match the existing pavement surface type and thickness. Voids in landscaped areas shall be backfilled with compacted soil and seeded. The cost of abandoning existing pipes and other appurtenances shall be considered incidental to construction and the cost for this work shall be absorbed in related items of work. All locations where the existing 18" main on South Black is cut shall have the ends filled with concrete as described above. 27. LANDSCAPING RESTORATION CONTRACTOR shall be responsible for the restoration of any and all landscape features disturbed during construction. All landscaping disturbed by construction activities must be restored to a condition equal to or better than the conditions existing prior to construction as judged by the ENGINEER. The CONTRACTOR shall be required to stockpile and restore all topsoil and irrigation systems disturbed by construction. The cost of landscaping restoration shall be considered incidental to construction and the cost for this work shall be absorbed in related items of work. Section 02910 — Seeding Add the following: 9 SPECIAL PROVISIONS 2,1 Seed Use the following seed mixture to seed all disturbed landscaped areas at a rate of 30 lbs/acre: Tall Water-save Fescue 60% Kentucky Bluegrass 25% Perennial Ryegrass 15% 28. WATER PIPE MATERIALS AND SPECIALS A. Water main piping materials shall be ductile iron pipe as referenced in Section 02660, MPWSS, and City of Bozeman Modifications to MPWSS. B. All service line reconnections or extensions shall be installed under existing mains. C. Service reconnections shall be reconnected by the method shown on City of Bozeman Standard Drawings 02660-6 and 02660-12. Note that all corporation stops shall be ball corp valve type, and all curb stops shall be ball valve curb stops. D. The reconnection of services shall be made with the minimum amount of fittings necessary. At the determination of the ENGINEER, exposed existing fittings shall be removed and the service reconnection point lengthened, as necessary. This shall be incidental to the work, E. The reconnection of services shall follow the guidelines of the industry and material manufacturer. This will include: 1. Removal of burrs after cutting the pipe. 2. The use of a manufactured sizing tool to true the pipe. 3. Using special care to keep the fittings clean. 4. Forming the specified expansion loop. 29. INSULATION BOARD Water line insulation board shall have a closed cell structure with an R-Value of 5 per inch of thickness. Maximum water absorption shall be 0.1%by volume and minimum compressive strength shall be 60 psi. Insulation board shall be Styrofoam Brand High Load 60 or approved equal. Insulation board shall be installed with 2-inches of sand bedding and 2-inches of sand over the top of the insulation board. Insulation board shall be installed as specified on the plans over all water mains, service lines, or hydrant leads when depth of cover is less than 6.5 feet. 30. FIRE HYDRANTS 10 SPECIAL PROVISIONS There may be locations where fire hydrants are to be installed at depths which differ from the typical bury depth. CONTRACTOR shall be responsible for obtaining the correct materials to ensure that all fire hydrants are installed with the proper bury depth. Installation of fire hydrants must be such that the break away bolts are accessible from underneath and that the bottom of the break away flange is not installed more than 3-inches above the finished grade. 31. MAINLINE CONNECTIONS All mainline connection taps will be performed by the City of Bozeman personnel, City personnel will verify test results prior to tapping. CONTRACTOR shall be responsible for supplying and installing tapping tee, connection sleeves, spool pieces, and all other appurtenances required for connections. Once tap is completed, CONTRACTOR shall complete all connections. CONTRACTOR shall provide means, methods, and labor to set and remove tapping equipment. City of Bozeman requires 24-hour notice and an appointment(scheduled time) for tapping services. No taps will be made after 3:00 p.m. CONTRACTOR shall be ready at scheduled tapping appointment time. If CONTRACTOR is not ready at scheduled time, City personnel will leave and CONTRACTOR shall reschedule with the required 24-hour notice. No consideration will be given to CONTRACTOR's inability to be ready at the scheduled tapping time. City of Bozeman will provide tapping service at no cost to CONTRACTOR. 32. CHLORINATION AND TESTING Water Water required for water main flushing, filling, and hydrostatic pressure and leakage testing shall be provided at no cost to the CONTRACTOR. Flushing CONTRACTOR shall provide a means for flushing and bleeding air from water lines. For flushing, a minimum of one 2" tap (corp and saddle) for pipe less than 12 inches diameter and two 2" taps (corp and saddles -with F separation) for pipe 12 inches diameter and greater, shall be installed on the piping if other means (fire hydrants, tapped plugs, etc.) are not available. CONTRACTOR shall be responsible for the proper disposal of all chlorinated water. For bleeding air, it shall require a minimum of 3/4" tap (corp and saddle) on the piping if other means (fire hydrants, tapped plugs, etc.) are not available. Corps shall be removed after testing is completed and replaced with brass plugs. Any corp, saddles, or other pipe or fittings required for flushing or bleeding air from water lines shall be incidental to the water main construction. Chlorine If the "tablet" method of chlorination is used, only the granule hypochlorite shall be used. 11 SPECIAL PROVISIONS 33. TEMPORARY WATER SYSTEMS - GENERAL The CONTRACTOR shall provide temporary water service to all interrupted service connections associated with the water main replacement projects. The areas where consumers are affected by the work and require a temporary water supply should be verified with both the ENGINEER and OWNER at least 72 hours (excluding weekends and holidays) prior to the anticipated suspension of water service. Temporary water service shall include temporary service for fire protection. In lieu of providing temporary service for fire protection, the Contractor may provide a fire watch in each building for all times that the fire service is inactive and the building is unoccupied. This method shall only be allowed with the approval of the property owner. The person doing the fire watch shall have no other duties during the time they are on fire watch duty. Temporary water service to fire systems shall be sized as necessary to meet the demands of the building sprinkler system. Following the ENGINEER's and OWNER's review and approval of any proposed shutdown request, the CONTRACTOR shall be required to give a minimum 24-hour advance notice (excluding weekends and holidays)to all residential consumers whose service will be temporarily affected, by means of individual notices delivered to each consumer. The CONTRACTOR must have available all the necessary materials to complete the restoration of water to each of these residential services within eight (8) hours after the suspension begins or before 5:00 p.m,, whichever comes first. For commercial services, special arrangements shall be made by the CONTRACTOR to provide temporary water service. The CONTRACTOR will not be allowed to take a commercial service out of service except in emergency conditions, The CONTRACTOR shall supply all hoses, fittings, etc., for providing temporary water service. Copper piping or other "non- taste" inducing pipe shall be necessary if the commercial consumer serves food or water products as part of his business. The CONTRACTOR will be required to supply temporary water to the residential consumer if the above 8-hour limitations are expected to be exceeded. The CONTRACTOR shall submit a shop drawing including all materials proposed to be used for temporary water. Additionally, a temporary water plan shall be submitted for each zone prior to starting to layout the temporary water system. This submittal shall include connection points, hydrants and/or valves to be operated by City of Bozeman personnel, layout for connection to each service, and the location of all asphalt trench cuts as a minimum. Depending on the circumstances of the zone, additional information may be required by the ENGINEER. These submittals shall be submitted in accordance with the submittal section of these specifications. 34, TEMPORARY WATER SYSTEMS - EXECUTION 1.01 The CONTRACTOR shall be solely responsible for all activities of locating and exposing curb stop valves to the individual properties. The OWNER will operate all curb stop valves. All notes of existing condition shall be identified on forms as supplied by the ENGINEER. 12 SPECIAL PROVISIONS Any existing condition that is suspected to indicate a defect of the curb stop valve, box, or service shall be reported immediately to the ENGINEER. Other than the operating curb stop valves, the OWNER will not participate in any activity up to this point. If the notices are not issued or the service is not ready to be connected to restore service, the City shall be free to exercise its authority in not closing down the existing valves and water main system. 1.02 The water piping of temporary hoses, piping, etc. shall be a 160-psi rating,NSF approved hose, flexible polyethylene pipe, or PVC pipe. All pipe used for the temporary water system must have a visible NSF approval stamp by the manufacturer. A short section of high pressure flexible rubber hose may be used for the connection to each residence. The temporary system must be leak proof. 1.03 The distribution pipe shall have a manual shut-off valve at each service tee. Additionally, each service must have backflow prevention fitting. There shall be a double check/backflow prevention fitting at the primary connection to the water supply source, which shall be supplied by the contractor along with a testing certificate showing that it has been recently tested. Double check backflow preventer shall be Watts Series 009 or Series 909 or approved equal. Each backflow preventer shall be properly supported to protect the assembly and the attached piping from breakage. Each double check backflow preventer assembly shall be tested to verify its integrity by a certified backflow prevention technician prior to use for the first time. Each backflow preventer shall be tagged with an identification number and subject to additional testing at the discretion of the ENGINEER. All costs for testing shall be the responsibility of the CONTRACTOR, 1.04 Each house connection shall be equipped with a wye or splitter with a valve to allow for lawn watering. Plastic fittings are not permitted. The connection to each customer shall require a short section of high-pressure flexible rubber hose at the connection point. House- to-house connections are not permitted. All connections shall be from the approved temporary water system. 1.05 All pipe sizes shall be adequate to meet ordinary water supply demands of the consumers. 1.06 All temporary water systems shall be disinfected and approved by the City of Bozeman before being placed into service. The disinfection procedures shall be equal to the procedures required for the new water main. This will require minimum 48-hours laboratory time Bac-T sample to determine acceptability. 13 SPECIAL PROVISIONS Temporary hoses, piping, fittings, etc., to be flushed and disinfected in accordance with the State of Montana Department of Health and Environmental Services, Water Quality Bureau standards, and the standards of this specification prior to being put into service, 1.07 Once the temporary water system has been assembled, pressure tested and disinfected, the City of Bozeman Water Department staff will review the test results and inspect the final connection to the building, The City of Bozeman Water Department staff will not participate in the assembly of the temporary water system. The CONTRACTOR shall conduct all other work on the services as stated in Item 1.01. 1.08 Pipe protection measures must be supplied at road crossings, alleyways, or residential driveways. For crossings of arterial or collector streets, the CONTRACTOR will be required to install the temporary water in a shallow trench. Aerial crossings of the temporary water lines at street crossings will not be allowed. Temporary water supply pipes shall not be installed in storm drain pipes. For crossings of local streets, alleyways, or driveways, traffic-rated hose ramps shall be used to protect the line from damage. Mounding millings or cold mix over a temporary water pipe will be allowed under the following conditions: 1. The maximum height shall be 2-112 inches. 2. A bond breaker shall be laid on top of the existing asphalt before the millings or cold mix are laid down. The millings or cold mix shall be tapered a minimum of 3 feet on either side of the temporary water pipe. I Provisions are made to avoid impact loads on the temporary water pipe. 4. Signs are erected indicating a bump ahead at 500 feet and 100 feet from the bump and at the bump in both directions. The asphalt crossings shall be cut straight and vertical shall have uniform width and shall be cut perpendicular to the centerline of the street. Restoration shall match the appropriate surface restoration detail and shall have an adequate width to allow compaction with a small mechanical compactor. There will be no payment for any street cuts or asphalt restoration under this item, this being incidental to the work. Temporary water lines that cross pedestrian pathways shall have ramps that meet ADA requirements to allow for safe pedestrian crossings of the lines, 1,09 After services are connected or reconnected following installation, testing, and acceptance of the new main, the water service piping shall be backflushed from the residence to the trench. The inability to backflush shall not relieve the CONTRACTOR from any requirements of the Contract Documents. 1,10 The CONTRACTOR should expect to find the existing plumbing on some services to be in old condition. The CONTRACTOR shall use an ordinary degree of care while working on this condition of 14 SPECIAL PROVISIONS service. Also,there may not be any convenient point of temporary connection on some services. In this case,temporary fittings must be provided to achieve the temporary water supply.This will be incidental to the work. 1.11. The contractor shall provide a local representative who is available 24 hours a day and 7 days a week to maintain the temporary water system and to respond to correct any problems with the system. The phone number of this representative shall be provided to the owner at the preconstruction meeting. 35. ENGINEERING MATERIALS TESTING AND CONTROL TESTING A. With the exception of items requiring special inspection,the Contractor shall be responsible for all material testing including, but not necessarily limited to: 1. Dates of acceptable tests for water mains,which shall include hydrostatic and leakage testing and bacteriological testing.These tests shall be conducted by the Contractor in the presence of the City. The written test results shall be provided to the City prior to acceptance of the water main. 2. Elevations shall also be recorded and provided for the top of water main at 50' intervals.The Contractor shall cooperate with the City to document these elevations, including providing the equipment necessary to shoot the elevations. The City will have a representative on-site to record the data as the pipe is being installed. The Contractor shall provide safe access to the City for these inspections and cooperate with the City to ensure that adequate documentation is obtained. 3. Verification that all thrust blocking is installed in accordance with the approved plans and specifications. The Contractor shall provide safe access to the City for these inspections and cooperate with the City to ensure adequate documentation is obtained. 4. Theoretical maximum density,optimum moisture content,and sieve analysis for the sub-base course, crushed base course, pit run, and native backfill and subgrade material within the right-of-way. 5. Documentation of in-place field density test for trenches, roadways, and embankments at intervals of 50 feet. Tests for roadways shall be provided for subgrade, sub-base course and/or pit run, and crushed base course materials. 6. Portland Cement concrete and asphaltic concrete pavement mix deigns. B. All Contractor testing, except pipeline pressure testing, shall be performed by an independent, certified testing laboratory approved by the Owner and Engineer. All test results shall be provided to the Engineer and the Contractor shall provide written authorization to the testing laboratory to release test results to the Engineer.A copy of this authorization shall be submitted 15 SPECIAL PROVISIONS to the Engineer prior to the construction startup. The Engineer shall have the authority to select when and where tests are taken (i.e. select concrete truck(s), areas of backfill for density,etc.) C. The Engineer reserves the right to conduct testing to ensure compliance with the specifications. D. Neither tests made by the Owner or the Engineer will relieve the Contractor from his obligation to perform the work in accordance with the Technical Specifications. E. Materials,compaction,densities,or other construction items which do not meet the requirements of these specifications shall be replaced and retested at the Contractors' expense. All laboratory and material test submittals shall be provided to the Owner and Engineer before placement of any pavement or concrete sections. 36. FLO'WABLE (NONSHRINK) BACKFILL All flowable (nonshrink)backfill shall meet the following MDOT specifications: E. Flowable Fill. Flowable fill is a mixture of portland cement, fly ash, fine aggregate, air entraining admixture and water. Flowable fill contains a low cementitious content for reduced strength development. Submit a mix design for approval. No compressive strength testing is required for the mix design. Table 55 1-1 has the suggested mix guides for excavatable and non-excavatable flowable fill. TABLE 551-1 FLCIWABLE FILL MIX DESIGN GUIDE MATERIALS EXCAVATABLE NON-EXCA'VATBLE Cement, Type I or 11 75.6-102.6 lb/yd' 75.6-151.2 lb/yd' 45-60 kg/m3) (45-90 kg/m') Fly Ash None 151.2-596.7 lb/yd' 90-355 kg/ Water Mix designs must produce a Mix designs must produce a consistency that results in a consistency that results in a flowable, self-leveling product flowable, self-leveling product. at time of re lacement. at time of re lacement. Air 5%to 35% 5% to 15% Unit 'Weight ( Vet) 2,430-2,970 lb/yd' 2,700-3,375 lb/yd (1,440-1,760 k hn ) (1,600-2,000 k rn) Furnish fine aggregate meeting Subsection 701.01.1 requirements. The fine aggregate has no fineness modulus requirement. High air generators or foaming agents may be used in lieu of conventional air entraining admixtures and may be added at the jobsite and mixed in accordance with the manufacturers recommendation. 16 SPECIAL PROVISIONS The requirements for percent air, compressive strength and unit weight are for laboratory designs only and are not intended for jobsite acceptance requirements. Proportion fine aggregate to yield I cubic yard (I cubic meter). Plowable fill shall be considered an incidental work item with no separate measurement and payment. All costs associated with this item shall be included in other bid items. 37. USE OF REMOVED ASHPALT PAVEMENT Asphalt concrete pavement removed during trenching operations may be used as backfill material in areas with Type A backfill if mechanically processed to 4" minus size with a cold planer, rotomill, or similar equipment and mixed at no more than a 50/50 ratio with other backfill material. Asphalt concrete pavement removed during trenching operations may be used as pavement base course material if mechanically processed with a cold planer, rotomill, or similar equipment to meet the gradation requirements of the base course and mixed at no more than a 50/50 ratio with other base course material. 38. FIRE SERVICE VALVE BOX LIDS Valve box lids for all valves on fire service lines shall have the word"FIRE"on the lid,and shall be East Jordan Iron Works Product No. 06800029 or approved equal. See attached drawing on following page. 39. PROTECTION OF TREES, SPRINKLER SYSTEMS, AND PROPERTY PINS The Contractor shall take special care when working around trees to avoid any unnecessary damage to the roots, branches or the trunks of trees. If any roots have to be removed to complete the work, the roots shall be neatly cut with a sharp tool. Indiscriminate ripping of tree roots will not be permitted. Protective barriers shall be placed around trees as necessary to prevent inadvertent damage by equipment. The Contractor shall take care to locate any existing sprinkler heads or lines prior to excavation. Any sprinkler systems which are damaged shall be repaired by the Contractor, The Contractor shall be responsible for preserving existing property pins in the field. The cost of resetting property pins removed by the Contractor shall be the responsibility of the Contractor. 40. USCHEDULED EMPLOYMENT OF CITY WATER/SEWER SERVICE WORKERS One City Of Bozeman Water/Sewer Operations Dept service worker will be available 7:15 AM till 5:15 PM Monday-Friday with the exception of City recognized holidays.Work scheduled outside these times with less than 24 hours notice will be billed at 1.5 times the service worker's base pay rate of$21.00 per hour. Call outs (emergency response with no notice) will be billed 2 hours double time the base rate. Each succeeding hour thereafter 1.5 times the base rate. 41. DELAYS The Contractor shall schedule the Work to be completed within the Contract Time(s) stipulated in the Agreement,including an allowance for time lost due to abnormally cold weather,abnormal precipitation, or other natural phenomena. Time extensions will not be granted for rain, wind, flood, or other natural 17 SPECIAL PROVISIONS phenomena of normal intensity for the locality where Work is perfornied. Such events will not constitute justification for an extension of time unless agreed upon by both the Engineer and Contractor, and the total time lost to such events exceeds 5% of the Contract Time, For purposes of determining extent of delay attributable to unusual weather phenomena,a determination shall be made by comparing the weather for a minimum continuous period of at least one-fourth of the Contract Time involved with the average of the preceding 5—year climatic range during the same time interval based on U.S,Weather Bureau statistics for the locality where the Work is performed. 41. CURB REMOVAL AND REPLACEMENT Wherever a hydrant lead pipe, service line, or other water line crosses curb and gutter, the curb and gutter shall be removed and replaced as part of the installation. Tunneling underneath the curb will not be permitted. 42. POLYETHYLENE ENCASEMENT Unless otherwise directed by the ENGINEER, polyethylene encasement will not be required on this project except between fittings and concrete thrust blocks where shown on the plans. 43, SOUTH BLACK AVENUE WORK The South Black Avenue work will be required to be completed in the following sequence. The installation of the 18"valve on in the intersection of Black and Tracy must be completed first. This valve must be completed within the allowable 8 hour shut down for residential areas,unless temporary water is installed for all the effected properties. Once that valve is installed and operational,the work in the intersection of College and Black can commence. The main in Harrison, and the connection of the 6"main in the cul-de-sac just north of the creek may occur concurrently with the College/Black work. The main may also be prepared for the service reconnections where necessary during this time, but the taps may not be made until the main is charged. The work in the intersection of Black and Garfield may only commence after the work in College/Black is installed,tested,accepted,and turned back on(north &west valves). All standard disinfections and pressure testing must be performed on all work in Black except the connection to the 6" main in the cul-de-sac north of the creek. That connection must be swabbed and visually inspected for leaks. Following completion, testing and acceptance of the Black/Garfield work, the service reinstatements may be completed. The southern portion of the 24"main in Black is concrete cylinder pipe and the northern portion cast iron pipe. The approximate location of the change in materials is shown on sheet W3. In order to make main line or service connections to the concrete cylinder pipe,the concrete must be completely removed in the area of the connection or saddle. Following the installation of the saddle, fitting, coupling, ect. any exposed metal pipe must be covered with grout or concrete. There will be a large amount of water to dispose of when draining the existing 18 and 24 inch mains, The Contractor shall obtain a disinfected water discharge permit from the Department of Environmental Quality in order to discharge this water to the storm drain system. 18 SPECIAL PROVISIONS 44. YELLOWSTONE PIPELINE The installation of the mains on Bryant and Gold will include two crossings of the Yellowstone Pipeline. The contractor shall be responsible for following all of the requirements of working near/around this utility. These requirements are included in the document froze ConocoPhilips Pipe Line Company attached at the end of this section of the contract documents. 19 SPECIAL PROVISIONS 813 SOUTH BLACK AVENUE i 9 r, IN- Ole � J // �,�v / r { � � l/,✓iii /i � e 1 / / 1 , / l 4/iry h i/ff , %r �f� jp/��ifPl�fpgW� i' I J ���/',!i !-yyG{iii' ///4ir I' /yq�,. ` i . (5G'rr�,g!rr/, r�! ,✓ .., ., ,'� w//�/%,�n/�/l/✓/%/�..��� � J���'�,,�Jj,,�i�n'l//" 1�r(�/ ��'�Il%/Rf�� ��, �l� ' l� I �ii� l�I j ' �, , /r i� � � , , f iii/�,,i��G/� , �/���// r' � t Y' VVVVVVVV �l�%,%�/% r/�/�/iii/�%��/�% fii/iui/i//i%���; �u� i�///i//%//�����/rte,%i/�% /��%%�/�//'% /i / p/// l i i D i u uuuuum Iri %r r%� // rir /r�/ � ... �:� �� Nd a �� .�� / t//�/// //,/%/� ��/%%�/� � � ,% io �',� /oi,/,/���%�i��/,///�//�1 �� ? % �j/iiiri ,/r � /%/ ri/��i�%�/%��� �! ,, �fi � l/%��/ r, %iii/i�/���/ � /�/; '�: '% iii..:' ;i%�%/�r�r r � � /, ,,����// %/ /r //�/io �% r/%`�iat r / //%/Q � 1: � / j ai //���' � �;, i�%%iii; �G', � //�/pia i ,l � r�%�%j// /iia/ rii�i"���/%�/ r� rr� ''a%����a j- ' Ir,,, r'����j%' 1 I'` �ji///%r i � ,i;,�j//%�j, /f��j/, i ,, %` ' � � ,< �r,'i� / // 'j r �,/' ��li' a; ' ;;r. Gr r% / /���� l��l'/i r //; % �/i �/���/� �/ ���i// �%//� �% //'%rr� �/////%/��%/� � k �, °�%/ ��io� ',% ��i%% J '�%f� if%� f �„�� %�, i„�i�i, �, � �1��� ��j1j/j� �i1 ���� �' �� , � � J ,�,,, ,� '�%f� „ � r��,'o�� ,���11�i/�/ /�, i/ ���I%��f���� �� %, %�t '��°� rr� ��l �% �: 1 �;: �% j� r � � , ° � �' � �� � I,l f fj/� J� �� � '����' '�� �� � f � I / I r" w P e' s r r �r f wo 'l //i Irk it e.. r I T aril Ilrr r �,� � r; TRA 716 NORTH CHURCH AVENUE t Jy I' %j i CPPL o oco 1 l I ps Pipe i Company General Encroachment Guidelines for Property Developers and Land Garners near ConocoPhillips Pipelines and Facilities Rev. 0 -- Effective Dates 2011-01-25 Official Document Location: Livelink 152364742 Document Management Information: ADM220 E+2Y icy[ General Encroachment Guidelines for Property Developers and M Land Owners near ConocoPhillips Pipelines and Facilities Rev. 0—Effective Date: 2011-01-25 General Encroachment Guidelines for Design and Construction near ConocoPhillips Pipelines and Facilities Document Summary This document is intended to provide a general listing of design and construction guidelines to be provided to encroaching parties. By having the general design criteria required by Company(Permittor), to ensure the safety of their pipelines and facilities, the encroaching party can better prepare for their designs near the pipeline and pipeline right-of-way(ROW). In addition to having the design guidelines, the construction policies allow for encroaching parties to be aware of the actual working restrictions on or near the Permittor ROW. The construction guidelines were written with the intent to be utilized on construction drawings, therefore providing details to the challenges of the work being performed near the Permittor pipeline ROW. 1.0 Design Guidelines- Company (Permittor) constructs, repairs, operates and maintains its pipelines in compliance with current U.S. Department of Transportation (DOT) regulations and industry and Company standards for safe operations. Should Encroaching Party (Permittee) propose plans that infringe on Permittor's rights or affect Permitkor's ability to meet these requirements, modifications to the pipelines or plans shall be made. The cost of all such modifications shall be borne by the Permittee. The following guidelines apply to Permittee and any contractors, agents and or representatives it uses for construction activities conducted in Permittor's right-of-way and/or affecting Permittor's pipelines: 1.1. Permittee requesting Permittor to restrict the Right-of-Way (ROW) width will have a metes and bounds survey of the line completed across the land by a registered land surveyor at the Permittee's expense. The Permittee will provide proof of ownership of the property (i.e., warranty deed). 1.2. Uninhabited Buildings and Engineered Works: No buildings, engineering works, patios, in- ground swimming pools, septic systems, or other permanent structures shall be permitted within 25 feet of any pipeline located within Permittor's ROW. No temporary structures, storage containers, construction equipment or vehicle parking will be permitted within 25 feet of any pipeline located within Permittor's ROW, without Permittor's prior written approval. Retaining walls are not permitted. This includes all water retention devices. Large debris such as old cars, trailers, scrap metal, etc., will not be permitted on the ROW. The ROW shall be kept clear for maintenance, 1.3. Inhabited Structures: All private dwellings„ industrial buildings, or places of public assembly shall comply with a building setback of 50 feet from the pipeline(s), and this setback requirement will be included as a deed and or plat restriction on any parcel carved out of the above referenced lands that abut the ROW. For easements containing multiple Permittor pipelines, this would be a strip extending 50 feet each side of Permittor's outermost pipelines. 1.4. A greenbelt area will be established around the pipelines in the platting of any new residential or commercial subdivision subject to Permittor's easement. The width of the greenbelt should either be the width of Permittor' easement or, in the case of a blanket easement, extend 25 feet each side of a single Permittor pipeline or 25 feet each side of Permittor's outermost pipelines in the case of multiple Permittor pipelines. The purpose of a platted greenbelt in any new proposed development is to provide that no lot lines or fences cross into the ROW. Official Document Location: Livelink 152364742 Page 2 of 6 ADM220 E+2Y ,'cPPL� General Encroachment Guidelines for Property Developers and Land Owners near ConocoPhillips Pipelines and 'Facilities Rev. 0—Effective Date: 2011-01-25 1.5. No fences will be allowed on the ROW without Permittor's prior written approval. Fences shall be easily removable and not obstruct the view of the ROW for inspection purposes. No masonry, brick, or stone fences will be allowed. Fences that are perpendicular to the pipeline(s) shall include a gate or other form of access across the width of the ROW. Fence posts shall not be placed within 4 feet of the pipeline(s), Fences that are parallel to the pipeline(s) shall be located at least 10 feet from the nearest pipeline(s), or 25 feet if located on both sides of the line. 1.6. No utility poles shall be allowed to cross the ROW if they interfere with future maintenance. Utility poles, guy wires, or anchors shall not be placed within 8 feet of the pipeline(s). Utility poles running parallel to the pipeline(s) shall be located at least 25 feet from the nearest pipeline(s). All overhead cables shall maintain a minimum height of 20 feet above grade. 1J. Trees or deep-rooted plants are not permitted on the ROW. Existing trees and vegetation may be removed or side trimmed by Permittor in its sole discretion. 1.8. For new roads running parallel to Permittor's pipeline(s), there shall be at least 25 feet from the edge of the road to the nearest pipeline, All roads passing over Permittor's pipeline(s) shall cross at an angle as close to 90 degrees as possible. Depth of cover shall be at least 48 inches in the barrow ditches and 48 inches under road surfaces from top of pipe to top of surface. Final grade and depth of pipeline shall be surveyed in sensitive areas and results provided to Permittor and Permittee involved with the constructionlmodification. In addition, it may be necessary to lower and recondition, replace, relocate, or protect the pipeline(s) at the point of crossing to insure that they are not subjected to excessive stress from movement of traffic. Any such modification to the pipeline(s) shall be made at Permittee's expense. 1.9. Construction of parking lots over the pipeline(s) shall not be permitted without Permittor's prior written approval in an Encroachment Agreement releasing Permittor from any and all future damages to the parking lot due to pipeline maintenance and repair. Depth of cover shall be at least 48 inches from top of pipe to top of finished surface. Concrete parking lots shall have jointed sections at no more than 20-foot intervals for ease of repair. 1.10. If the project includes over-excavating to achieve the final grade, pipeline protective measures shall be discussed and agreed to in advance by the Permittor and the Permittee. 1.11. Any utilities that parallel Permittor's pipeline(s) shall maintain a minimum separation distance of 25 feet from the utility's outside wall to the outside wall of Permittor's pipeline(s). All utilities that cross Permittor's pipeline(s) shall pass underneath existing pipeline(s) by a minimum of 18 inches and the crossing shall be as close to 90 degrees as possible and adequately marked on both sides of such pipeline(s), The markers shall be maintained by Permittee in the future. Any future relocation of the utility line due to Permittor's pipeline maintenance shall be done at the Permittee's expense. Any exceptions to these requirements shall not be allowed without Permittor's prior written approval. 1.12. Telephone cables, TV cables, secondary electrical lines (240vac or less), and non-steel gas lines shall be in a minimum Schedule 40 steel or PVC casing. Primary (high voltage) underground electrical lines shall be in a minimum Schedule 40 PVC casing and have a minimum clearance of 24 inches underneath Permittor's pipeline(s). Trenched or open cut crossings shall also be covered with a red concrete slab a minimum of 4 inches thick and 24 inches wide for a distance of 10 feet on both sides of the pipeline(s). Any bored or directionally drilled high voltage line shall have a metallic tape tracer installed inside the casing for ease of locating the high voltage line. Official Document Location: Livelink 152364742 Page 3 of 6 AOM220 E+2Y cPp�I general Encroachment Guidelines for Property Developers and Land Owners near ConocoPhillips Pipelines and Facilities Rev. 0—Effective Date: 2011-01-25 1.13. If any of Permittee's lines that cross or run parallel to Permittor's pipeline(s) are installed and constructed of a material requiring cathodic protection, an interference survey shall be made by Permittor and Permittor shall determine what necessary steps shall be taken to prevent the damage of either line. The survey shall be done at Permittor's expense. Any measures required to address interference issues as a result of the installation of the Permittee's lines shall be done at Permittee's expense. 1.14. Grade or elevation changes may not be made without Permittor's prior written approval. Changes in grade for the purpose of water retention shall not be approved. 1.16, Permittee shall maintain a minimum of 48 inches of soil cover over Permittor's pipeline(s) across the entire width of the Encroachment. If sufficient cover does not currently exist, then at Permittee's sole cost and expense, the fine shall be lowered or additional cover provided for placement over the ROW. Cover over the lines may not exceed 6 feet without Permittor's prior written approval. The method of achieving the required depth of cover shall be at Permittor's sole discretion. 1.16. The Permittor retains the right to adequately mark the Permittor's pipelines with permanent line markers to insure public safety and the future safe operation of the lines. DOT Regulations state that any person who willfully and knowingly defaces, damages, removes, or destroys any pipeline sign or right-of-way marker shall be subject to a fine, imprisonment, or both. The Permittee is required by State law to contact the local One-Call Center at least 48 hours prior to any excavation taking place near the pipeline(s). The Permittor reserves the right to have an inspector or representative on the job to oversee all construction within the ROW. 1.17. The Permittee shall allow no material or equipment to be used in the construction of the Encroachment that would hinder or impair Permittor's ability to safely maintain and operate Permittor's pipeiine(s). Temporary construction roads or crossings over Permittor's pipelines must be approved in advance in writing by Permittor. Permittee shall provide additional cover and/or stabilization to specifications determined by Permittor prior to commencement of traffic across pipelines. 1.18. Permittee shall not allow the Encroachment to create an erosion problem along the ROW", and should such an erosion problem arise then Permittee, at Permittee's sole cost and expense, shall immediately correct the problem. 1.19. Permittee will incorporate Permittor's Design Guidelines contained herein into any of Permittee's design and construction drawings issued "For Bid" purposes. All plan drawings issued either "For Bid" or "For Construction" will display the following statement on the drawings in areas around Permittor's pipeline(s): Hi gh Pressure Pipeline(s No Excavation or Construction in this area without ONE-CALL and without contacting ConocoPhillips Pipe Line Company (CPPL) at Official Document Location., Livelink 152364742 Page 4 of g ADM220 E+2Y General Encroachment Guidelines for Property Developers and Land Owners near iConocoPhillips Pipelines and Facilities "0, Rev.0—Effective[date: 2011-01-25 2.9. During Installation of underground pipelines or facilities with drilling or boring technology, an authorized Permittor representative shall have the right to evaluate and approve the drilling plan. For crossings, excavate an observation hole parallel to and approximately 5 ft on one or both sides of Permittor's pipeline(s) extending at least 1 ft below the pipeline or bore, whichever is shallowest. The observation hole(s) are to be monitored during both the pilot bore and back reaming. 210, Excavation or grading that might result in erosion or that could render the ROW inaccessible shall not be permitted unless the Permittee agrees to restore the area to its original condition and provide protection to Permittor's facility, 2.11. Permittee will remove cutting teeth from excavation equipment bucket when within 10 feet of Permittor's pipeline(s). Mechanical excavation will cease, and only hand excavation shall be permitted, within 18 inches of a crude oil or product pipeline and within 24 inches of a line containing Highly Volatile Liquids (HVL). Excavation will not be allowed to continue until the Permittor's pipeline, valves, and/or fittings top and sides are visible to the spotter. However, proceed with extreme caution when within three(3)feet of the pipe. 2.12. Permittee shall maintain a minimum of 48 inches of soil cover over Permittor's pipeline(s) across the entire width of the Encroachment. If sufficient cover does not currently exist, then at Permittee's sole cost and expense, the fine shall be lowered or additional cover provided for placement over the ROW. Cover over the lines may not exceed 6 feet without Permittor's prior written approval, The method of achieving the required depth of cover shall be at Permittor's sole discretion. Projects/modifications may include over excavating to achieve the final grade. If the project includes over excavating to achieve the final grade„ pipeline protective measures shall be discussed and agreed to in advance by the Permittor and the Permittee. 2.13. Temporary support of any exposed Permittor pipeline by Permittee may be necessary if required by Permittor on-site representative to complete construction of crossing. Depending on the size and the amount of exposed Permittor pipeline„ additional pipeline support may be necessary to protect the pipeline from stresses that may be caused by the settling of the soil. and pipeline after excavation. Consult a Permittor representative prior to the commencement of excavation for further details as to what may be required. 2.14. No "Mon-Explosive" seismic testing or construction equipment with steady state vibrator, intermittent vibrator, or thumper sources shall be conducted within 150 feet of Permittor's pipeline without Permittor written approval. A vibration analysis will need to be conducted to ensure no potential damage to the pipeline. Work shall only resume with written approval from the Permittor. 2.15. No blasting shall be allowed within 1320 feet of Permittor's facilities without Permittor written approval, Notification of blasting shall be given to Permittor including a complete blasting plan. A pre-blast meeting shall be conducted by the organization responsible for blasting. Permittor shall have a signed and executed blasting indemnification agreement before authorized permission to blast can be given, A written emergency plan shall be provided by the organization responsible for blasting. Official Document Location: Livelink 152364742 Page 6 of 6 ADM220 E+2Y SECTION 00100 MEASUREMENT AND PAYMENT The quantities listed in the Bid Form are estimates for the purpose of bidding only. Payment to the Contractor will be made based on the actual satisfactorily completed work quantities measured in the field. Under the terms of this contract,the unit price as contained in this Bid Form shall be applicable to quantity overruns. The following measurement and payment sections do not necessarily name every incidental item required by the Contract Documents to complete the work. Cost of all such incidental items shall be included in the various related bid items. Item 1. (Taxes, Bonds, Insurance) To be paid on the first progress pay estimate one-hundred percent (100%) upon mobilization to begin construction, only if the bid price for this item is less than five percent (5%) of the total price. For that portion of the taxes, bonds, and insurance greater than five percent(5%),if any,payment shall be made on the basis of the percentage of the work completed of each progress estimate. There will be no separate measurement and payment for the Additive Alternates. Item 2: (Mobilization)Fifty percent(50%)to be paid on the first progress estimate when mobilizing to begin construction,and fifty percent(50%)to be paid following substantial completion and acceptance of the work. There will be no separate measurement and payment for the Additive Alternates. Items 3, 4 5 102, 103, 104, 202 - , & 302. (Valves) Measurement and payment shall be as per MPWSS Section 02660 4,6 A, Item 7, 101,201,& 301: (Connection to existing main)Measurement and paymentper connection to an existing water main. Payment shall include all materials, equipment and labor to complete the connection, including any necessary thrust restraint, thrust blocks, or gravity blocks, pipe spools, and couplings. Items 8,9, 10, 11, 12, 15, 16, 17, 18, 19,.20,.105, 106, 107, 108..109, 110,203-204 205 303,304,305, 306,307,& 308: (Tees,bends, crosses,reducers,and increasers)Measurement and payment shall be as per MPWSS Section 02660 4.3 A. Item 13 & 14: (Tapping tees and valves) Measurement will be by numerical count of the size indicated. Payment shall include all materials, equipment, and labor to provide and install the tapping tee and tapping valve, including any necessary thrust restraint. Item 21,22,23,24,25,26, 111,206, &302; (Ductile iron pipe) Measurement of water mains is made in lineal feet along the centerline of pipe through all valves, fittings, and appurtenances. Payment for water mains will be made at the contract unit price bid per lineal foot of the various sizes and classes of ductile iron pipe called for,which includes furnishing and installing pipe,furnishing and placing Type I pipe bedding,trench excavation,backfill,and compaction,including furnishing and placing any required 1 MEASUREMENT AND PAYMENT flowable fill backfill,cleaning,testing,and disinfecting the water main,providing any and all necessary joint and thrust restraint,dewatering,proper disposal of all waste materials,and all other work necessary or incidental for completion of the item. Item 27 112,. 207, & 310: (Service reconnection within trench limits, 2" diameter and smaller) Measurement shall be by the numerical count of each service that is reconnected within the limits of the main line trench.Payment at the contract unit price shall constitute full compensation for furnishing and installing all service clamps,corporation stops,water service pipes,fittings,testing and disinfection,and for tapping of the new main and providing all tools, equipment and incidentals necessary to complete this item. Item.. 28, 113, 208, & 311: (Service reconnection outside trench limits, 2" diameter and smaller) Measurement shall be by the lineal foot of each service that is reconnected,beginning at the connection to the main,up to the connection to the existing service,either outside or inside of the building.Payment at the contract unit price shall constitute full compensation for furnishing and installing all service clamps,corporation stops,water service pipes,fittings,curb stops and curb boxes,and for tapping of the new main,for all excavation,backfill, compaction,removal and replacement of any curbing or sidewalk removed to complete the item,proper disposal of all waste materials and providing all tools,equipment and incidentals necessary to complete this item. Item 29: (Service reconnection outside trench limits,4"diameter and larger) Measurement shall be by the lineal foot of each service that is reconnected, beginning at the connection to the main, up to the connection to the existing service,either outside or inside of the building,including any fire hydrant lead reconnections. Payment at the contract unit price shall constitute full compensation for famishing and installing all water service pipes, fittings,joint restraints, testing and disinfection, for all excavation, backfill, compaction, removal and replacement of any curbing or sidewalk removed to complete the item,proper disposal of all waste materials, and providing all tools,equipment and incidentals necessary to complete this item. Any gate valves required to complete the reconnection shall be measured and paid for separately. Item 30, 114, 209, & 312: (Install expansion tank and backflow preventer) Measurement will be by numerical count indicated where services are replaced into the house and there currently is not an expansion tank or backflow preventer. Payment shall include all materials, equipment, appurtenances, and labor to provide and install the expansion tank and backflow preventer. Item 31 &210: (Connection inside house from meter to existing line) Measurement will be by the hour for connection of the water service from the new meter/expansion tank/backflow preventer location to tie into the existing house plumbing where the service line is being relocated to enter in a different location than existing. Payment will include all materials, equipment, appurtenances, and labor to make the connection. Item 32, 115,....212, 313, & 314: (Fire hydrants) Measurement and payment shall be as per MP SS Section 02660 4.7 A. 2 MEASUREMENT AND PAYMENT Item 211: (2" Blowoff assembly) Measurement will be by numerical count of the size indicated. Payment shall include all materials, equipment, and labor to provide and install the corporation stop, pipe, curb stop/boxes, excavation, backfill and appurtenances. Item 116,213,&315: (Insulation)Measurement shall be made on a lineal foot basis along the centerline of the pipeline being insulated. Payment at the contract unit price shall constitute full compensation for famishing and installing the insulation board to the required dimensions as well as any required additional excavation, furnishing and placement of sand bedding, backfill and compaction, all for all tools, equipment and incidentals necessary to complete this item. Item 33, 117, 214 & 316: (Traffic control) This item shall be measured and paid for as per MPWSS Section if 1570 Part 4, lump sum basis. Item 118,216&319: (Locate&Repair Sewer Service) Measurement shall be by the numerical count of each sewer service which is found to be more than 2' either side of the locate marks. Payment at the contract unit price shall constitute full compensation for locating the sewer service and repairing it if it is broken including fumishing and installing pipe and necessary fittings, famishing and placing Type I pipe bedding,trench excavation,backfill,and compaction,including furnishing and placing any required flowable fill backfill,dewatering,proper disposal of all waste materials,and all other work necessary or incidental for completion of the item. No separate measurement and payment will be made for locating and/or repairing any sewer services which are found to be within 2 feet either side of the locate marks. Item 34, 119,215,&3171: (Temporary water system)This item shall be measured on a lump-sum basis. Payment shall be made at the contract lump-sum price bid for this item, and shall constitute full compensation for providing and installing the temporary water system, making all temporary connections, disinfection and testing of the temporary water system, protecting the temporary water system from damage at all vehicle crossing points,providing ADA approved pedestrian crossings of the temporary water system if necessary,for removal of the temporary water system and restoration of any pavement cuts, and for all materials, tools, equipment and incidentals necessary to complete this item. Progress payments are in proportion to total construction completed. Item 35 &219: (Gravel surface restoration) Measurement for gravel surface restoration shall be by the actual number of linear feet of restoration satisfactorily accomplished,measured along the centerline of the water lines, and payment shall be made at the unit price bid for all labor, equipment,materials and incidentals necessary to famish,install and compact the gravel base,and to furnish,install and compact the gravel surface restoration as per the plans. Item 36, 122, 218, & 321 : (Asphalt surface restoration)Measurement for asphalt surface restoration shall be by the actual number of linear feet of restoration satisfactorily accomplished,measured along the centerline of the water lines, and payment shall be made at the unit price bid for all labor, equipment, materials and incidentals necessary to famish,install and compact the gravel base,and to famish,install and compact the asphalt surface restoration as per the plans. 3 MEASUREMENT AND PAYMENT Item 37&318: (Curb box/valve box removal) Measurement shall be by the numerical count of each curb box or valve box removed that is associated with a service line that is currently abandoned or will not be re-connected. Payment at the contract unit price shall constitute full compensation for removing each curb box or valve box riser a minimum of 24"below finish grade,for backfilling any resulting voids,and for restoration of any landscaped areas or concrete areas disturbed during completion of this work. Item 120:, (Jack and bore) Measurement shall be by the lineal foot of steel casing pipe installed. Payment at the unit price shall constitute full compensation for furnishing and installing all steel pipe, excavation,backfill,boring or jacking,welding,exterior grouting,casing chocks,end seals,equipment and all incidentals necessary to complete this item. The carrier pipe will be paid for separately under item I 11. Item 38, 121, 217, & 320: (Quality Assurance Testing) This item shall be measured on a lump-sum basis. Payment shall be made at the contract lump-sum price bid for this item, and shall constitute full compensation for hiring an independent certified testing laboratory to perform all required testing, necessary retesting, documentation, report preparation and submittal; and for all materials, tools, equipment and incidentals necessary to complete this item. This item shall also include all necessary coordination and scheduling of testing activities which shall be the sole responsibility of the contractor. Progress payments are in proportion to total construction completed. Item 39: (Miscellaneous Work)The item Miscellaneous Work has been provided in the proposal for any work and/or materials which may be encountered during construction, but which is not addressed elsewhere in the contract. Miscellaneous work will be measured by the respective unit for material and/or work performed as directed in writing by the Engineer. Payment for Miscellaneous Work, measured as provided above, will be at agreed upon prices or on force account basis, The number Of units in dollars set down in the contract is an estimated amount only,which may be adjusted up or down by the Engineer in accordance with the needs of the project. 4 MEASUREMENT AND PAYMENT SECTION 02602 DIVISION 2 —SITEWORK PIPE BORING AND JACKING PANT GENERAL 1.1 WORK INCLUDED A. This item of work shall consist of furnishing all labor, materials, and equipment necessary to do all work and related items as shown on drawings,herein specified,or incidental to proper execution of the work to complete the boring and jacking at the required locations. 1.2 SUBMITTALS A. Submit for review complete working drawings showing details of the proposed method of construction and the sequence of operations to be performed during construction. Show the method of jacking and boring to be used and dewatering techniques that are proposed to be used. B. Complete information on Contractor's safety plan for personnel conducting the tunneling or jacking operations,shaft installation and appurtenance installation. The plan shall include provisions for lighting,ventilation, electrical safety and confined space entry. C. All Contractor submittals requiring structural design shall be signed by a professional civil or structural engineer registered in the State of Montana . D. Submit carrier pipe casing spacers, end seals, and pipe installation method. E. Submit information as may required for the exterior grouting of the casing pipe to the surrounding ground. Equipment,methods to be employed and check valve to be used. F, Submit a mix design for the exterior grout to be placed immediately after completion of the boring and jacking operations. The exterior grout shall be a cementation grout that will achieve 150 psi within 30 days. 1.3 QUALITY ASSURANCE A. Safety:The Contractor shall be responsible for the complete safety and protection of all individuals and any public or private properties associated with the boring and jacking operations required for this work. It shall be the Contractor's responsibility to see that the work is done in conformance with all applicable federal,state, DNRC, and local safety requirements. B. The Contractor shall give the Engineer a minimum of 4 working days advance notice of the start of an excavation or boring and jacking operation. 02602 - 1 SECTION 02602 DIVISION 2—SITEWORK PIPE BORING AND JACKING C. All work shall be performed in the presence of the Engineer,unless the Engineer has granted prior approval to perform such work in its absence. D, The Contractor shall be solely responsible for the structural integrity and safety ,associated with his means,methods,design and installation of the boring and jacking work. PART 2 PRODUCTS 2.1 CASING PIPE A. Casing pipe shall be steel as specified herein. Casing pipe diameters shall be properly sized to allow installation of the carrier pipe with minimum inside diameters as listed below: 7 Steel Casing Pipe Carrier Pipe Nominal Diameter V DIP 16 inches B. Steel Pipe. Steel casing pipe shall be smooth steel pipe,ASTM A53 Grade B,having a minimum yield strength of 35,000 PSI with a minimum wall thickness of 0.375 inches. Ends shall be beveled for field butt welding, and joints shall be welded around the entire circumference and ground smooth. 2.2 CARRIER PIPE The carrier pipe for the water main pipe for the Bozeman Creek crossing shall be 8 inch ductile iron, as specified on the plans. 23 CASING CHOCKS Casing chocks shall be installed on all carrier pipes. Casing chocks shall be of sufficient depth to prevent the bell end of the pipe from coming in contact with the casing pipe. Chock depth shall exceed the outermost edge of the pipe bell by a minimum of 3/4-inch. Casing chocks shall be composite stainless steel/ polyethylene casing chocks as specified herein. Metal components of casing chocks shall be Type 304 (18-8)stainless steel. The liner shall be neoprene rubber or PVC, and the runners shall be UHMW polyethylene with a low friction factor. Casing chocks shall be designed for center restraint. Casing chocks shall be Power Seal Model 4810, APS (Advance Products and Systems), or approved equal. 02602 - 2 SECTION 02602 DIVISION 2—SITEWORK PIPE BORING AND JACKING 2A EXTERIOR GROUT, See 1.02.F. 15 GROUT CONNECTIONS. The Contractor shall provide Grout/Lubrication ports within the pipe wall with no fewer than I hole per 25 feet of pipe located at the inside top edge of the pipe. Grout/lubrication ports to be 1 1/7" to 2" with check valves installed. Grout connectionstobe plugged prior to installation of the carrier pipe. 2.6 END SEALS End seals shall be rubber/elastomeric body with stainless steel bands. End seals shall be compatible with the casing and carrier pipe. End seals allowed for consideration shall be manufactured by Cascade Waterworks,Mfg.,or Power Seal Pipeline Products Corporation, or approved equal. PART 3 EXECUTION 3,1 GENERAL INSTALLATION PROCEDURES A. Jacking pit: The excavations for the boring orjacking operations shall be adequately shored and dewatered to safeguard personnel, existing substructures, and surface improvements and to ensure against ground movement in the vicinity of the jack supports. B. Control of alignment and grade: The Contractor shall control the application of the jacking pressure and excavation of materials as the casing advances to prevent the casing from becoming earthbound or deviating from the required line and grade. The Contractor shall restrict the excavation of the materials to the least clearance necessary to prevent binding in order to avoid loss of ground and consequent settlement or possible damage to overlying structures. Allowable deviations in horizontal and vertical alignments shall be no greater than 0.2 feet per 100 feet in any direction over the length of the jacking or boring. The terminating end of the boring shall be within 0.1 feet of the design as shown. Laser control shall be used for both horizontal and vertical alignment. C. Exterior grouting: Immediately after completion of the boring or jacking operations, the Contractor shall inject grout through the grout connections in such a manner as to 02602 - 3 SECTION 02602 DIVISION 2—SITEWORK PIPE BORING AND JACKING completely fill all voids outside the casing pipe resulting from the boring or jacking operations. Grout pressure shall be controlled so as to avoid deformation of the steel casing and avoid movement of the surrounding ground. Equipment used for grouting the exterior of the casing shall be equipped with a pressure gage to indicate the grout pressure. The gage shall be certified by an approved testing laboratory at the onset of the grouting operations. After completion of the grouting operations,the Contractor shall close the grout connections with steel threaded plugs D. Installation 1. The installation of the casing shall be in accordance with the Contract Documents and subject to the approval of the agency having jurisdiction over the area containing the boring or jacking operations. 2. The Contractor shall remove or penetrate all obstructions encountered. Dewatering shall be performed as necessary to prevent loss of ground, sloughing, subsidence, or liquefaction. 3. Any pipe damaged during the jacking operation shall be repaired by the Contractor in a manner acceptable to the Engineer at no expense to the Owner. 4. Should a deviation in grade of the pipe occur due to the jacking (or boring) operation, no additional payment will be made for the resultant change in depth of upstream or downstream piping. 5. Special care shall be taken during the installation of the jacked or bored pipe to ensure that no settlement or caving be caused around the pipe or to the ground surface above. Any such caving caused by the placement of the pipe shall be the Contractor's responsibility. The Contractor shall repair any structure so affected as directed by the Engineer, at the expense of the Contractor. E. Casing Pipe: Casing pipe shall be so constructed as to prevent leakage from the casing throughout its entire length. Casing pipe shall be installed to prevent the formation of a waterway along its length. Casing shall have an even bearing on the surrounding soil throughout and shall be sloped. , F. Stream Crossings: Install the casing as per the depths provided on the plans. G. Install the casing by jacking it through the earth, while excavating by boring or 02602 - 4 SECTION 02602 DIVISION 2—SITE WORK PIPE BORING AND JACKING mining methods, to the lines and grades shown on the drawings, or as staked by the Engineer. No open excavation will be permitted where jacking or boring is specified and shown on the plans. H. Install casing and carrier pipe by bore and jack methods between bore and jack limits. Casing and carrier pipe outside of bore and jack limits may be installed by open cut methods 1. Provide adequate equipment so as to insure a smooth, continuous and uniform operation leaving no exterior voids along the casing pipe. J. As pipe is jacked forward,excavate and remove soil through the pipe. Do not allow excavation to precede jacking operation. K. After each section of casing pipe has been jacked to the limits,the following section shall be connected to the preceding by a full penetration butt weld around the entire circumference of the joint. The quality around the weld for steel casing pipe shall conform to AWWA Standard C206, and shall develop full strength of the pipe wall, L. The Contractor may elect to provide a casing pipe larger than that shown on the plans to facilitate his excavation. However,the thickness of the casing actually used must meet the approval of the Engineer. No additional payment shall be made for any increase in the size of the casing pipe. 3.2 PIPE SKIDS Casing Chocks. Casing chocks shall be installed in accordance with the manufacturer's recommendations. Chock spacing shall be as detailed on the plans. Filling of the annulus is not required if casing chocks are installed. 3.3 END SEALS Install end seals on each end of the casing pipe per manufacturer's recommendations. END OF SECTION 02602 02602 - 5 APPENDIX STAN-DARD DRAWINGS r� a, � rn s C7 C31 �IL {7 a X a a c LO va°w Ln o C7 U r� UEL y a o M < .� v n D1�10 :rJbO :': . x LO 0 ¢ .0 W Nix Z O mod..W N M -0 7) V) ❑ C F CO L w C`1 M O LZLI U) V) _.J 0 oo� C� Q no ma q � u:z O D y, w v ►id r �' o Nktl"1Ffifi`JIF3 a o - c ° 9 w c ii C] o c Li Q d w c U ai Li w o a ° c o Q w q I m ti -" � o ® x s LO a cr o 9 0 0 ro. c n v w ❑ w E a ccs q v w ❑.ea o m = Vt W Olt Ol q La w ❑ " q w U o w w T— L w twy °€s � q � CT c "�-6 w L Pn c C�' `w �✓ q ❑ ❑ 4 a # T Q1 _ �(- C ® q Off^• ,, rr�-�� C U C O W 4 w � q Cf • uo . c •O b� qr� VE. to �n� y • s T3 Vf q A Qr CU �'�0cpp 7C T� ll 1 Y C Z C w.. a- q 4.!' G E a X ° q vtra Ow �'g crr W°p ZE w W«_�.Urn�ogro 'Lkz C -�j' C] w �� 'O0 w> ° 'C' q c c ,Ca ° °c? ac svo o 3 q��w Fes--NH a •�bSZ� rs g�j q 3 m QE LJem u.. gy�'w `1 VyU wtr c - °w y tL 9 Y^° Z s- C�1 MS +Y IP7 f0 h W e• F "E v � � r o u o tf} m W O 4 c c o- en c E LLJ .O Z // C c W 4 L°u° o aN ti L ca °cv E o c ' �c� °� a Ea � co x=,zu 3 u°u� E oo a c an0E L,J u o u c c E c u LLJ 6 b V U b .A N­E o w. a E E" N r° #° j a° W u Ems, �= QF- o of u b o ®. r^^� LLJ ca vc we E a � .2 cu uj J V Q b r O mom a we bE� o�c LL D ° ..3 o5 p.. Q o i'rno o r z°ma,o oaa TM ;f LxJ 1oZm O°oa� `3 U VI Ic o'tr w O 3 c a �ru cu, �va��n� v�+[[c0E LLJ LLJ 3�oz O U°# aEa �c °b° °n=�Eu� Q 0 r V) O-- °i 6 v vi �6 >*: fp s Q C7 W Z (� ° N n n of 0 E— a z r� WE LO ° Z o A QW°LO LU LL N. Z =aJC7 Li use cc a 3 K) ~LO � <t ti LO m a In ': w o co U n m p v� m I� o� a " C v N u .#c t.+ W Lj V) lZ / a o a o w 2 to ° (f7..®,1 z LLJ !E ° c E ° moo �J�J �vv m o. c ea xNE QL1 d Y-L�0LL :S x ao E EQ °O a 'NOS m u i o °E °moo J z z E p'-• ® Z E ° c N 0 U ..Ea fxk ° 0a i b x Q w. L v c E arc Z � EO JR ° - q .6�w L aa• �c U ��. E n r- . 'CZ O /</y+/ `^ < 4-i < I Z WL} i cW Iv A` 4 z V) dZ f , 8zzoow =Uaom 4 Um ¢°zmo5-,' roam°o La Li ' �.• m ate am �o:1*.cvnw `E ..J �L tl c Ea a [?ar.L ro m w nEa wcyun�m°°nC Eao,u () F� —_ Q Q 'd A E t-1 Z U H x w� Lu iv cU J p[ ¢ 0 O a M a cw� H H I. x..- 5 a' xO nd� = z . w as ,® N OPW r` a� so 'a 2 p p p 41 W D V) E u aN o »-' C t + P C TTi G E Ca C, a � a M � J W 1-- w 0.O V P _ 4 P x qy E W J C# E ro` O ° 4 N OU D hJ! -j ao� ° �c a e cE J tl O dy 1 I I C P 'v W P I^ C)< 3 EEc ® o° is =a 0 CL 0 T 1.1 Q' °E m A N O O C V E y t _ 7 O p m p C L�J t1' N E U fl n� "..'� .Z cc E CG 0 i Q m O .E U O Y C O. 5i O"O a J P P' O 0,0 oz Lx- I'm m y ° p L O O 0 V CC u 0 • Y c c m Y ro P r u-c.e' A.i.. Q L'i w lZ-u es ° mdwv-#m 1w- 0^yZD^, • W�6v wZ�O9v W pU�O pro 4�r L. 4F C O. O 0�u�.PO P Om%. . o L E ��yy N 0 Ltd tl-' OwQ DOO,�alIA}NWL p VF 4 3°croti N�Pax v,p;s0 a CJ w D �aw Cg v °'o�c—E,.W p? ri 4 Lri 6 n o3 u7 0 < � Z U'7�tD r� lJ 0 CS F-z �0w c�° az 0 � LO Qa° Q L)< N n �0 F V) ?C 'U Ey F- Q N W N N F L J a ° w `) a a tr W nF- LO 0 0 ca °ate � N N) n b' r LL 'X 4� e C 4 L.-t/7 LO �F c 0. w I N Z =x Lo 0 .. ': In Q G L Q f� .vc w LO r. p '77 T LL Q— C 41 p a, Z L1.. O A Q N Y Ain o o n�to us p F N° z a CD y _ L � v - r w7 v '0— c c v Z X 1— �- I Q E 0 Q v � � 0 � XS Q�l17Y5 y '?3 Q G C C L 0 L -J :z oN QQ w Z < > wc m 2 P LY ace Q u � v G� "�z r a via Q Ln EL z p¢qq7 a �, °L LL- Q W f� ..J O C y 0.1 LL ^s� (fir) r �w -SQL 0 E6F. s� Z L'9 a '>..N a v WZ r W CL ) L) F.= W Q c Z 7n Q +�w CL La.f Ca C) tJ p U n J t 0 Q 0 ° ° � U7— 0 , >:DOC v V) a Uao LO 047 J a) a� � 02 0 ° `—� u aj HdkU u o 0) O h0. Q) ..: C :s.+ p Ci C) GD C7 U1 O q),4 .1+ LL1 Lj p W b C b C co L) iC} 0 C.L. L C C:S. C r L O C7 c [ O.. X CY C.7(11 � � q ^� ,�� ® p b � �e..� �rsli v E v u . Q C ° ° _ r ;q��i6 a o a Y'9 1 L m L o p f— C Lj yw a a v E C)C)�' C1i b�G — .C1 Q Z C C, Q w p, O CJ 3::a'l �C."C., .L ow "p O V C jC I C S7 L� LiJ LL p 0 0 Z O Vii L I C1+.E = = < _) Q. b CJ 0 Ln W-•�, z ca p C W w- L C7 Z i 47 :2 2 4,w 47 (L v NU11bIS ONIODY13 4,n c, o I w, L� Li C U) Z et d C 'Q I W D ,..! CT b c VI D (!7 N 06as ZC3 Z -1 art C1 's u z Lj 0 E W > a > ,Q 00 �Q ni �r er ui .z z W N � A U � OR K., Q A Li a m 3 X II.Y ioo a V) R5'-1 1(L) SIDEWALK CLOSED AHEAD CR05S HERE 30"X24" -9 [SIDEWALK CLOSED 24"X18" SIGNS ARE TO BE PLACED AT THE NEAREST LEGAL CROSSING TO THE WORK AREA, MAY ONLY BE USED IF A PARALLEL SIDEWALK EXISTS ON THE OTHER SIDE OF THE ROADWAY, SIDEWALK CLOSED 24°X 18" R9-11(R) SIDEWALK CLOSED AHEAD CROSS HERE 30"X24" SIGN WORK SITE TRAFFIC DRUMS OR CONE CITY OF BOZEMAN SCALE: PEDESTRIAN TRAFFIC NO. 01570-7 NONE CONTROL FOR TEMPORARY STANDARD DRAWING SIDEWALK CLOSURE FEB 2007 5' 5" I ri R9-9 i SIDEWALK 4, CLOSED TEMPORARY ACCESS RAMP ADEQUATELY SUPPORTED u FENCING I i q FENCING I SIDEWALK CLOSED MUST MAINTAIN 4' CLEAR AREA R9-9 BETWEEN FENCING. WALKWAY MUST BE SMOOTH AND KEPT CLEAR OF FENCING AS SHOWN MAY USED OBSTRUCTIONS FOR SHORT TERM (LESS THAN APPROPRIATE TRAFFIC i 30 DAYS) INSTALLATION, MORE CONTROL PLAN MUST BE PERMANENT STRUCTURES WILL BE USED FOR LANE CLOSURES REQUIRED FOR LONGER TERM. A COVERWALK MAY BE REQUIRED FOR OVERHEAD OPERATIONS (IF HEIGHT MINUS 10' EXCEEDS DISTANCE FROM WALK WAY TO WORK AREA) � s i i CITY OF BOZEMAN SCALE, SIDEWALK CLOSURE NO. 01570-8 STANDARD DRAWING NONE WITH FEB 2007 DETOUR EU StRFFAOW, V +^ e HO'r NR ASP W,t CfYUFACIEU&St � CCHCRETE ADJY�U5I .Wp SUBCCW+GE ',i'. MNM AS NECC%kW r, NOTES: 1.Adjust manholes upward with adjusting rings under fie, 2.Adjust manhole downward by removing cone and barrel sections as necessary and replacing with sections of length acquired to mach grade. 3.Slope manhole fvne as required to msthch slope of streeL 4.Final manhole adjustment shall be made before paving. 5"All joints between manhole sections,top cone,adjusting rings,and manhole ring shall be watertight. Joint materid shall be'Ram-N-or approved equal. 6.Manhole ring and cover steal be adjusted to match final crown and grade of street.Use Anderson Precast or approved equal concrete angled adjustment zags to obtain rapped angle. 7.Manhole ring and cover.use MCI 305 frame,305A cover,WCO 772 frame, 772-B cover,or Deeter 1025,or D&L A-1172 with 1"'cover. CITY OF BOZEMAN Scale: MANHOLE ADJUSTMEM NO. 02213-1 STANDARD DRAWING None DETAJL Rev.April 2005 TOP Of NEW PAVEMENT 1/8' WN., 1/4- MAX. 6` per\,✓.��,����� 4����� COMPACTED BASE A SUBGRADE NOTES: 1. Adpust water valves upward or downward as required, Final adjustment shall be made alter paving and before seal cooking, 2. Model No.. 69 8550 series, East Jordan Iron works adjustable screw—type risers may be used to raise or adjust existing valve boxes only. 3, Volve box adjustment shown is designated cs Type 11 water valve adjustment. Type I water valve adjustment is similar except with a cancrete collar. CITY OF BOZE: AN SCALE: WATER VALVE ADJUSTMENT NO. 02213-2 STANDARD DRAWING NONE DETAIL Feb. 2004 NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT 'VERTICAL LINE A MINIMUM OF 12" (30cm) FROM THE EDGE OF THE TRENCH OPENING, WHERE NEAT LINE IS LESS THAN 3' (0.9m) FROM EDGE. OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT, EXISTING STREET SURFACE VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS' 12"(30 cm) MIN: SUBGRADE OR GROUND 7P 71 7?zml SURFACE '%;•/ifs/%\/%ti's%/✓� �%�//. '/� � �; INSTALL DETECTABLE SLOPING, BENCHING OR WARNING TAPE 18"(45crn) SUPPORT SYSTEMS IN THIS BACKSLOPE AS SPECIFIED MAX. DEPTH AREA TO CONFORM TO TO CONFORM TO O.S.H.A. (OPTIONAL) O.S.H.A. REGULATIONS* REGULATIONS" TYPE "A%"B", OR "C" 1 TRENCH BACKFILL / X ',x` 1 ` SELECT TYPE I BEDDING cl- / MATERIAL PLACED x \'A! IN 6"(15cm) LAYERS & TYPE I PIPE BEDDING < // / T c� \/ COMPACTED AS SPECIFIED PLACED IN 6"(15cm) MAX. 'f v 4// /�: IN SECTION 02221. LAYERS AND COMPACTED 4"(10cm) C, ✓! THOROUGHLY. T"CH WADTH=G.D,OF PIPE PLUS 2'(6Dcm) y/ MIN. TRENCH WIDTH= 3.5'(1.1m) /\ TYPE 2 PIPE BEDDING / \' WHERE REQUIRED FOR Al SOFT OR UNSTABLE FOUNDATION NOTE: SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCH DESIGN FEATURES • SEE O.S.H,.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS„ REVISED: 10/25/02 CITY OF BILLINGS SCALE: TYPICAL UTILITY TRENCH DETAILS STANDARD DRAWING STANDARD SPECIFICATIONS NONE NO. 02221-'1 f i ( r o-,1 1 1 r(.(I I I I,I u l-a I T v(. 17 1.�j I(-I I,I� 1+I i I(J I I i I�I A 11c• I I-c�(l fn I I)I I ti( c,)I % 1r P1 Oollj oVC,r f ;jic;I Th( e lot c 11)(, IoIin1m),e i- - ,)t 10 Ul(- - ', I Iw(IdjjT-, pr cjhr ,I)Tm imi 0 221 TIlFNC'l I J10 4NF) T3 A C.Wr I 1J. FOR P I PT-- LINE- .kKD kl`TTRTEK..lKT �TR[-CTURL �J'Jji�� oliciii,itc, �Jjoll hr t �( (i Oljlt If fol m 11)( 11 dttelyd 6r' Z-hoiiId I)(' of rd slilhoul Ilw of Hic pEiiiiruhl) SjIwi(jcul. TYPE 1 PIPE BEDDING I mrmIin-, oiT �itc ,t,tcl m Th( mi)tc.ljol -be,ij I)(. u(J) --jorlod )I.T(I (0jIlolm Io thr i im :ml hpc ("ll erl licil --r,.dc(d) of °ll of lhc I'm fj( d -�oil ,IrIcftl m 1[ 02113; rp I I t h e im r)I i l l y (,liL,i l I(-(,I I rir,rir r 1,1I IThi r I OI�I,Olj Ill) to o 11)"i\mms1l of I I r col lh(, 200 �iovc pro)-idcrl 1hr• pialllirils md(v of th( mrdori it 0 ni Ir. :�. 1"hc in,-Tmimin �•;;7.r rr, ri -h,,II be ji)( 11 Tjj(. (-o(.rfI(jc,jjt al t1ijifolmilv fol --i'l) cl vlt,rtP bc I ()I _-I cof( I olo of c ui t,rkljc befl, C,cjr I tild AI,dlf h,o r j crarfllrtcltl of MTIfol mHl cir 0 or (-,Pi( I ,,ml j ( or-lli( lelTi of Ill hc-ill,Ht-IT I omu 'I I Ja I I)f,d (jill-, ( Of z-1 minhimm of I im 10 ( m) c I I "I dlrc ran I(Ir rlr,urlt N ) of pil)t% 11111( 1)t ti c.l 1� vet f(•r h((101i I-,' wio(-] I IT( I)IIP(' Jwi I Ilc N'd(hn-, Ifloi(tl i,i` I ow o ",ttrJ caar l diw p pv Io pom I „ nlilmro m 0 me fj(,- -)( M I I ITT- of lh( p(pr- I'I m r�Ic 1)� or-11)( I f 11f c;I l I I I I o 1 11111 i ; 1)cd ji 1131, T "t f lo of zo (11,1 1r fr 1 of 00"', 1 10,", c\jlT cu D60 DI TIw (w-Ilif wW r)f ( m .af M c, J�• (it hw-d ;)�: I Iw po�--Jllml of III(- -qi;,ji of Ilia "m 1(�l ,II J,0,,„ If) the pI mlw I GI fl?(- -1 11)1 -)/(� rh,lllwtrf di'micicl 11 e)W,,,� (,\pl (I Cc (D30)2 D,,x D50 llh(�l c, III( n,0m;1il o( (w) hIT, miff(-I-Irt] ( orjl,jlw, aoj,(J4 0m If llotjf(f Allmu fy,Orhj;, mi�,c-ijiif :Ojiill not hc I"I iwlI(,j 411(1 11017nd Ilic p)pc. Io 0 (1 5e ro) r, Illo InI) of fh& ppe h,-,h ht-, Pad,1rFrI 6 hmr/ oi olljpT iri,ojjiri �n ,� roof to fli-i m h Ow I)jl;(. IJ) MoNHIMI13 lovcl� of 0 Im If(- (I lild r omp,l( I('(] Io ITTIMN?11M of H-) �1e,rtef,lr1 I)l m fol 1.7V P0913 I-,,. AI.-.1-ITO T-1)9 1w foj,u?j lo -J„Mr, ( owl"wlion m-i(jcl III(' h,jw1( hc� of dljc H,r ?J;JI iji'llcil'il A1,10 bf, I)tocccl In lhc I ei ( fi IT)? ft:- flM uldih o;j eof h flolc�u of fljiz pollj(m nf tjl(' tlr"mh 1101 nod I)(- o f 6(', limited d o 1 6,r 11 foi o p l j(?rl]I?i nloi:��ImI- foi oll ximmll ( o m j;,�r I ion of I f)( I n iI el irl I REVISE(},. 12/27/95 MONTANA PUBLIC WORKS SCALE: STANDARD DRAWNG PIPE BEDDING ALTERNATE STANDARD SPECIFICATIONS NONE NQ. 02221-2 A Ground Surface 3'(90 ,7) r r�// rJ r.'/r r.r /. / rr/!/rr r✓.r/ r/.r//, r rJ/' ✓ r f ✓ / J Std.Trench Backil r Trench Plug Material r .• r r r r/./'r ✓ / fr r / rr S,elecl Pipe Bedding r r / Bottom of Trench Type I Bedding A ]0"(3n1) - 1 Section t' —A Std.Trend~Backfiil Ground Surface r'./, rr/r r r rrr r r r,,/r ✓r/r /�� /,r Trenc . r r I Wall Trench Wall r Plug Limil Plug Lima (90 cm) JI Plug Limit J Trench Bottom -J LT(90 cm) REMSM 10/21/02 MONTANA PUBLIC WORKS SCALE: TRENCH PLUG STANDARD DRAMN0 STANDARD SPECIFICATIONS NONE EXCAVATION DETAIL NO. 02222--1 5.4" (0.4s) 2.4" s. 2" 4„• TOPSOIL 4 3 5'” (TYP.) 3/4"To PER v` stiaPE d 7.5 ro 4 4 a d 0000000000000000000000000000000 CRUSHED GRAVEL 0 0 O O 0 0 O O 0 O O 0 0 O O 0 BASE 3"x MIN. 0000000000000000000000000000000 SUB—BASE COURSE AS REQUIRED COMPACTED SUBGRADE 0.5„ 1.5„ 3/4" �,_3/4„ PER 1" SLOPE � 3 4„ PER 1' SLOPE 6„ 1 2„ PER 1 SLOPE , 9.5�-a. 9.5 4 DROP CURB FOR DRdVEWAYS DROP CURB FOR PEDESTRIAN RAMPS SPILL CURB NOTES: 1. Subgrode or base course compaction shall conform to section 02230 (M.P.W. Specs., 1996 ed.) 2. Contraction joints shall be placed at 10' intervals and shall have a minimum depth of 3/4" and minimum width of 1/8". 3. 1/2" expansion joint material shall be placed at all P.C.s, P.T.s, curb returns and at not more than 300' 'intervals. The expansion material shall extend through the full depth of the curb and gutter. 4, No curb and gutter shat! be placed without a final form inspection by the City Engineer or his representative. 5. Concrete shall be Class M-4000, 6. Crushed gravel base shall meet the requirements of Section 02235 (MPW SPECS, 2003 ed.) For curb and gutter replacement, projects, washed rock may be used for the grovel base. CITY OF BOZEMAN SCALE: INTEGRAL. CONCRETE NQ. 02528-1 STANDARD DRAWING NONE CURB & GUTTER Revised Mar. 2006 2" TO 2 1/2- DIAMETER BRASS CAP WITH ROUNDED TOP„ SET FROM REFERENCE POINTS. ENGINEER TO MARK MONUMENT POINT IN CAP AFTER INSTALLATION. STREET PAVEMENT X1/8" TO 1/4" BELOW PAVEMENT 6" TO 9" BUT NO DEEPER THAN 1/2" ABOVE BOTTOM OF BOX. l _q! GRAVEL BASE—' .•. ° . MIN, n LEAVE GRAVEL EXPOSED FOR DRAINAGE. MIN. ,. d a..8 STANDARD CONCRETE (6 1/2 SACK MIX OR BETTER) Ad. . POURED IN PLACE OR PRECAST AND SOLIDLY PLACED. NON REINFORCED 6" MIN., '. ROUND OR SQUARE WITH 1/2° CHAMFERED CORNERS OR REINFORCED PRECAST 4" SQUARE WITH 1/2" CHAMFERED CORNERS AND 4 NO. 2 REBARS. MONUMENT BOX INLAND FOUNDRY CO. PATTERN NO. 1434 OR APPROVED EQUAL. CITY OF BOZEMAN SCALE: TYPE 1 STREET MONUMENT NO. 02529-3 STANDARD DRAWING NONE Dec. 1999 TYPE OF MAIL BOX AND SUPPORTING POST IS OPTIONAL ---------- � 1 4 1 t 1 a MAIL BOX 1 i 1 l 8` MIN �' m (15am}' . MAINTAIN 3'(0.9m) MIN. CLEAR SIDEWALK WIOTH TO MAILBOX OR SUPPORT WHEN MOUNTED IN SIDEWALK. a C�3 E rn C7 u �g DEWALX OR BOULEVARD CURB STREET SURFACE P, REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: MAIL BOX MOUNTING STANDARD DRAWNG STANDARD SPECIFICATIONS NONE FOR CURBLINE DELIVERY NO 02529-10 B 3 '' REDUCER UNDISTURBED EARTH r'. r•^n r.. TEE TEE (Plugged) BEND STANDARD DIMENSIONS FOR THRUST BLOCKING REDU F7T77NG ]LES & PLUGS 960BE"ND 45°BDND & WYES 22 SEND 922E A B A B A B A B 4' 1'--7" 1"--2" a'-9' 1'-6" 1°-9' 0° fo" 1,_7• 0'-6" 6' 2=-O" 1'-11' 2"-5' 2-2' s" 2'-8" 2'-6' 3'-2" 3'-0' 2'-5' Z-1' 1'-g" Io' 3=4" 3"-3' 4'-0- 3"-f0" 3'-0" Z-9" 2'_2' 12" 4'-0" 3'-10" X-8" X-3' 2'-7' 2'-,3' ,3'-80 6'-6" #°-11" 4'-9" 3'-.5' 3' g• 2r-5. METRIC DIMENSIONS FOR THRUST BLOCKING F7TT7NG TEES & PLUGS' 90°BEND 45°BMD & WYEs REDUCERS D SIZES A B A B A B A B 10cm 0.5m 0.4m 0.5m 0.:5m 0.5m 0.3m 0.5m 0.2m 15cm 0.6m 0.6m 0.7m 0.7m 0.6m 0.5m o.5m 0-3m 20cm 0.8m 0:8m 1.0m 0.9m 0.7m 0.6m 0.5m 015m 25cm 1.0m 1.0m 1,2m 1.2m 0.9m 0.8m 0.7m 0 6m 30cm 1.2m 1.2m 1.4m 1,4m 1.1m 1.0m 0.8rn 0.7m 36cm 1.6m 1.2m zom 1.5m 1.4m L OM 1,Om o.7m NOTES 1. THESE TABLE'S ARE BASED ON 150 PSI(1030 kpa) MAIN PRESSURE Z WRAP ALL F rnNGS WfTH POLYETNNLEw 2000 PSF(9800 kgfm=) SOfL BEARING PRESSURE REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: THRUST BLOCKING STANDARD DRAWNG STANDARD SPECIFICATIONS NONE FOR WATER MAIN FITTINGS NO. 02660-1 NO VERTICAL REQUIREMENT WATER MAIN SEWER �t4tlO'-Q'MIN. ( m) Q PARALLEL ARRANGEMENT L � L. L/2 L2 EXISTING PIPE I " MIN. (D I NEW PIPE -� 0. M)O EXISTING PIPE 1$` M1fy.� I (0.5m 3 /-NEW PIPE CROSSINGS 5 NOTES; D SPECIFIC MONTANA DEPART. OF HEALTH AND ENVIROMENTAL SCIENCES APPROVAL IS REQUIRED FOR A DISTANCE LESS THAN 10 FEET(3m) BETWEEN WATER MAIN AND GRAVITY SEWER, Q NO EXCEPTION TO THE MIN. SEPARATION REQUIREMENT IS PERMITTED WHEN THE SEWAGE CARRYING PIPE IS A FORCE MAIN. AT CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE LOCATED SO THAT BOTH JOINTS WILL BE AS FAR FROM THE FORCE MAIN AS POSSIBLE. g LESS THAN 18 INCHES(O.5m) OF SEPARATION IS PERMITTED WHEN THE GRAVITY SEWER AT THE CROSSING IS MADE FROM A SINGLE 20 FOOT(6.1m) LENGTH OF AWWA PRESSURE PIPE AND THE CROSSING ANGLE IS APPROXIMATELY 90 DEGREES. SPECIFIC MONTANA DEPART. OF HEALTH AND ENVIROMENTAL SCIENCES APPROVAL IS REQUIRED FOR A VERTICAL SEPARATION OF LESS THAN 18 INCHES(O.5m) BETWEEN WATER MAIN AND SANITARY SEWER V IS A STANDARD LENGTH OF PIPE AS SUPPLIED BY A PIPE MANUFACTURER. ADEQUATE STRUCTURAL SUPPORT FOR PIPES AT CROSSINGS SHALL BE PROVIDED. REVISED: 12/27/95 MONTANA PUBLIC WORKS SCALE: WATER AND SEWER MAIN STANDARD DRAWWNG STANDARD SPECIFICATIONS NONE SEPARATION NO. 02660-2 REBAR ANCHOR -U-- Z a a a a .0. d c d / O e a . \ CONCRETE > ° - ANCHORS "!,✓ /t ^. r� !n ✓ t.✓\`/ f\v. "B" "A" NOTE: COAT RODS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL. THRUST BLOCK DIMENSIONS Rod� vome 100 PSI 150 PSI 200 PSI 250 PSI 300 PSI size Size A B C A B C A 8 O A B' C A B C 172" 2'-Q-..2'..p 2'.-4. 2'-0'2'-0.2..4.2.-0.2•_.0..2;`4. 2'-0'V-0' 2'-0'2'-D"2'-0..2.-7'. 172" 2'-0* 2'-0 2'-0'2'-6 2"-6 2'-0 2'-9'V-6'2`-6' 3-Q 3"-0'3'-0 3'-7 3'-Q',3_0 ri 2 ;. 2'-3" 2^-D 2«Q"3'-0 3'"0 2'-6 3_5.3^0.3.gD. 4`-3 3'-0'3'-0 6^-1 3__1" 1 1 4' 2'-3' 2'-Q 2'-0'3'-5 3`-0 3'-Q 4'..6•3•_0'3•-p•4'-0'4'-C'4"-0 4'_9 4'-0 4•_0 1 s 16" 3'-0'..3'-Q 3'-0.4'-4'.3"-0 3'-0 4'-1"4"-0"'...4'-Q' 5'-1 4"-0'4'--Q 6'-1 4'-0 4'--0 '.... S'-5 3`-D 3'-0 5°-1"4' p" S'_0' 5"-0 3/8 24" 4'_A. A'-D 4'-0"'6' 5 4'-Q 4'_D 6'_6.5'-D'S'-0» 6'°5 5'-0' fi'-Q 7`-g 6`-p 6"-0 NOTE: Pressures shown above are maximum working pressures in system. THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" 'VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER, MEGA—LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS. THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES CITY OF BOZEMAN SCALE: THRUST BLOCKING FOR NO. 02660-3 STANDARD DRAWING NONE WATER MAIN VALVES DEC 2003 8'— 0" MAX. 3'— 0" MIN. INSTALL. PLUMB WITH TO 'BACK OF CURB PUMPER NOZZLE FACING STREET NEW HYDRANT, MUELLER SUPER CENTURION 250 OR WATEROUS PACER MIN. 4'— 0" CLEAR ALL AROUND (TREES, HEDGES, BUSHES, ETC.) ADJUSTABLE SCREW ELEVATIONS AS SHOWN TYPE VALVE BOX ON PLANS OR 0.2' WITH L0 ABOVE TOP OF CURB GRADE GROUND LINE UNDISTURBED EARTH ' MIN. 6.5" COVER 11 1 11 *CONCRETE THRUST BLOCK TO MAIN LINE a O ri A JOINT AS REQUIRED FOR iA PIPE SPECIFIES !•� 5Y 1 '* "� [ ye•.. S. ,4r` J +`., . d th .'`rti4... ykrK.,..[r' v.-+. NEW 6" AUXILIARY GATE VALVE MIN, 1/'2 CUBIC YARD WASHED GRAVEL FLANGE JOINT *MEGA--LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK CITY OF BOZEMAN SCALE: FIRE HYDRANT NO.. 02660-4 STANDARD DRAWING NONE FEB 2008 PROPERTY LINE w w 2' MIN. s IV w w w w w w w w w w w w w w w VARIABLE w w w w y FIRE HYDRANT w w w w w w w w w w w w w w w SIDEWALK WATER MAIN CURB & GUTTER CURB WALK DETAIL PROPERTY LINE CURB & GUTTER FIRE. HYDRANT VARIABLE 3' MIN. VALVE WATER E 'MAIN 5 1 L (TYP.) BOULEVARD WALK DETAIL CITY OF BOZE AN SCALE. HYDRANT LOCATION NO. 02660-5 STANDARD DRAWING NONE DETAIL Dec 2003 STEEL POST MARKER PROPERTY PAINTED BLUE LINE OR EASEMENT 5 1/2 BOULEVARD LINE (TIP') STREET SURFACE 4' 5" SIDEWALK GROUND SURFACE. (TYP.) —"„. 1. i ` a a\! 07 1" 2.,5' CURB Box 11.5' PROVIDE 5' STATIONARY (TIP.) ROD IN ALL CURB BOXES 6 1/2' MIN. COVER SEE DETAIL a' BELOW (TYPICAL EXCEPT IN SPECIAL TAP BY CONTRACTOR CIRCUMSTANCES INHERE CITY HAS APPROVED ALTERNATE LOCATION) CURB STOP WATER MAIN NO COUPLINGS OR OTHER J0114TS ALLOWED ON SERVICE PIPE FROM BASE MATERIAL CORP. STOP TO CURB STOP FOR 3/4 AND 1" SERVICES. STRAIGHT COPPER PIPE SHALL BE USED FOR 1 l 2" AND 2" SERVICES DETAIL OF A SELECT MATERIAL BACKFILL AREA PROPERLY CORPORATION STOP (SEE SPECIFICATIONS) INS TA'LLLD /'/// ✓�✓ ✓ r //.r /// , ✓. CORPORA T TIr�N ✓,/��/✓'��/✓'�,i f,✓✓'��;//��//,;j//f`//,.%/1/"j j/✓`j/✓'�i�. TAB' MAIN AT '/°//!,''�/ '�✓/' ,�✓/✓f r///,�.✓/�///`//✓/�/✓//��,/�✓///,.,✓/fr%�r�✓✓f/r✓/////,�j r////�f 1✓/j 3/4" DIA. MN.SPRINGLINE SERVICE PIPE 1i\ 1 ',�1'� ✓ -°\ � �'-\ rr%��t /,,✓� �' �r 6" MIN, TRENCH BOTTOM.i\` \!'1 GENERAL NOTES: �! s\ �✓' ` � 1. WATER SERVICE LINES SHALL HAVE A MINIMUM Fi 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE, WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP, 2, WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. 3. BEDDING SHALL BE 1" DIA, MAXIMUM WITHIN 6" OF SERVICE PIPE.. 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF--POStiTION. CITY OF BOZEIMAN SCALE: WATER SERVICE LINE NO. 02660-6 STANDARD DRAWING NONE DEC 2003 R FINISH GRADE CURB BOX, VALVE BOX TOP SECTION B'MIN MUELLER H 15428 STRAIGHT COUPLING WITH GALVANIZED OR BRASS CAP MIN COPPER SERV6CE LINE 2" COPPER SERVICE LINE 1/4 BEND COMPRESSION 2 COUPLING 1�g"' DIAMETER 1 � 4 CURB STOP CORPORATION STOP PRDVIDEI/'B" DIAMETER DRAIN HOLE /,WATER MAIN CITY OF BO' EMAN SCALE; NO. 02660-7 STANDARD DRAWING NONE TYPICAL BLOWOEF Dec. 200 PAINT POSTS AS NOTED BELOW 26" \\ 34" a \✓ CONCRETE (TYP) 8" I.D. HEAVY—DUSTY STEEL PIPE FILL WITH 2000 P.S.Y. CONCRETE 12" 36" 66" 27" 33" 33°° NOTE: POST NOT REQUIRED WHERE NATURAL BARRIERS EXIST. PAINT POSTS WITH SHERWIN—WILLIAMS METALATEX SEMI—GLOSS COATING, SAFETY RED (B42 R315 620-4069), CITY OF BOZEMAN SCALE: HYDRANT NO. 02660-8 STANDARD DRAWING NONE BARRIER POSTS DEC 2003 EARTHT(n j % ���` CONCRETE THRUST a�. BLOCK (TYP.) MJ GLAND MJ GLAND D.I. MJ D.I. D.I. PIPE TEE PIPE PIPE MJ VALVE D.I. MJ GLAND PIPE 3/4" MIN. CORROSION RESISTANT ALL THREAD RESTRAINING ROD" CONFORMING TO ASTM A242-81, MJ VALVE INSTALLED IN HALF THE AVAILABLE MECHANICAL JOINT BOLT HOLES (TYP.) WHERE NECESSARY, CLAMPING LUGS (ROMAC "DUCTILE LUG" OR EQUAL) DESIGNED TO FIT DUCTILE IRON (D.I.) PIPE, AND CONFORMING MJ GLAND TO ASTM 536-80 MAY BE USED IN CONJUNCTION D.I. WITH THE RESTRAINING RODS, PIPE CITY OF BOZEMAN SCALE: TYPICAL VALVE/TEE NO. 02660-10 STANDARD DRAWING NONE RESTRAINT DEC 2003 a- a \ <n T_LLJ a o \ m /\ e m `\°r' U0. z vt �� m¢ J Ld 7D °Cr- uj z Z � r` \�,\f ca w 9L1 M Ltj \f V)a " �r ,%\,� 0 LLI" `� Z ti�)- Z Q if\\ \ , z Lo F- 4 H0 �d a Lj LA 0 � p v d ° aD cc ��frr f ,\ —1 -7 W 0 o ww� a mom© p � ; �Fr�a v V) m °{ ' LO 1-:1T< o Zh7 a aQ s LLJ \�f (.n �\✓< 0 LI ) Ew zmo w ` U7 w L� >- 3AIVA Nail .%` x < h- z cy- � w 0 0 za s w O z W G3 ! M LLI { cn �xm zw - M c w No PRESSURE GAVGES OR PRESSURE GAUGE FrmNGS WILL BE -METER SIZED SAME AS INCOMING LINE NO EXCEPTIONS.. ALLOWED ON THE TEST PORTS OF ANY BACKFLOW PREVENTION ASSEMBLY. '.. WKn-DW PREVENTION.ASSEMBLY MUST CONNECT DIRECTLY 10 METER/ STRAINER. RANGE TO BE THREADED ON STANDPIPE. REOUIRED gACKFLOW PREVENTON M.J.TO FLANGE ADAPTORS NOT ACCEPTABLE DEVICE TO BE DETERMINED BY (4a FLANGE ALL RISER CONFIGURATIONS) WATER SUPERINTENDENT, 4" OR LARGER CLASS. 51 DUCTILE IRON PIPE (TYP.) MGR.. 2' MAX.ABOVE FINISHED FLOOR FLOOR MECHANICAL 3/4" MIN.VWRedi Rod, INSTALLED IN EVERY OTHER AVAILABLE MJ. JOINT BDLT HOLES (TYPICAL).- $/B"RODS ACCEPTABLE FOR 4`U14ES MAIN THRUST \ 90' BEND WITH THRUST BLOCK BLOCK LEGEND TAPPING TEE & VALVE, -Z FLANGED 058cY VALVE OR INSTALL VALVE AT PROPERTY LINE (TYPICAL FOR ALL RISER CONFIGURATIONS) PROVIDE FLEXIBLE, WATER-TIGHT CONNECTION FOR ALL WALL OR FLOOR CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF PIPE PENETRATION, BACKFLOW PREVENTION ASSEMBLY 1. The FIRST fitting inside of the building shall be a UL listed flanged Kennedy or Mueller OS&Y volve the some size as the service line. Combination strainer/meter immediotety following OS&Y valve or elbow attached directly to OS&Y valve -- meter must set horizc 7tal. FN SHED FLOG V FF�LOOR 2, All. Backflow Prevention Assemblies shall be:. a. UL or FM listed. b. Approved by the University of Southern California FOundction for Cross Connection Control and Hydraulic Research (USCFCCCHR) for operation in the proposed position (vertical or horizontal) as shown on MECHANICAL approved plans. JOINT c. Installed as shown on the approved plans. 3. Horizontal installations must be a minimum of 2' above the finished floor. 4. The service riser must be a minimum of 2' from any outside wcll. 90` BEND WITH ; 5. The incoming service line shalt be a minimum 6.5', end a mox- THRUST BLOCK imum of 7.5' below the finished grade. 6. All service line appurtenances shall hove a minimum pressure rating of 175 PSI.. 7. All service lines 4" and forger shot] be Class 51 Ductile Iron Pipe. I- 1' MIN., 2' MAX. B. Line sizing. The Bockflow Prevention Assembly and meter shall be equal in size to 'both the incoming pipe diameter (upstream) and outgoing pixie diameter (downstream). For example, a 4" service line shall have a 4 meter and Backflow Prevention Assembly. 2' MIN.,, 3' MAX CLEARANCE COATED STEEL ABOVE FINISHED FLOOR WALL PLATF- S/is'MIN. - THiCKNESS CITE" OF BOZEMAN SCALE: WATER SERVICE LINE NQ. 02660-12 STANDARD DRAWING NONE FOR SIZES 4" AND LARGER DEC 2003 REV: APRIL 2006 ONLY FIRINGS ALLOWED BETWEEN nRST OS&Y VALVE AND NO PRESSURE CrWGES OR PRESSURE DWGE FrMNGS WILL BE LEGEND � WKFLOW ASSEMBLY'TO BE 9a BEND. EE NOTE 6 AIAWED ON THE TEST PORTS.OF AW BACKrLOW ASSEMBLY L FLANGED OS&Y VALVE FLANGE TO BE THREADED ON STANDPIPE, M-4 TO FLANGE AOWTORS NOT ACCEPTABLE DOUBLE CHECK VALVE CrfPICAL FOR ALL RISER aaNflauRnrK)NS) MIN. REQUIREMENT) 4" OR LARGER CLASS 51 l AS INDICATED ON DUCTILE IRON PIPE (TYP.} T'MIN„ 2' MAX,AB04 FLOOR nNISHED FLOOR X APP—._.....R'0YED PLAN(S) a MECHANICAL a 3/4" MIN. Red! Rod, INSTALLED IN EVERY OTHER AVAILABLE M.J. JOINT BOLT HOLES (TYPICAL) — 5/8" RODS ACCEPTABLE FOR 4" LINES MAIN90' BEND WITH THRUST BLOCK THRUST BLOCK i TAPPING TEE & VALVE, CITY OF BOZEMAN REQUIREMENTS FOR INSTALLATION OF OR INSTALL VALVE AT DOUBLE CHECK VALVE ASSEMBLY PROPERTY LINE (TYPICAL T. The FIRST fitting inside of the building shah! be a UL listed flanged FOR ALL RISER CONFIGURATIONS) Americcn Flaw Control, Kennedy or Mueller OS&Y valve the some size as the fire service line. 2. All Double Check Valve Assemblies shall be:. a. UL or FM listed. b. Approved by the University of Southern California Foundation for PROVIDE FLEXIBLE, Cross Connection Control and Hydraulic Research (USCFCCCHR) for WATER—TIGHT CONNECTION 'f SEE NOTE 6 operation in the proposed position (vertical or horizontal) as shown FOR ALL WALL OR FLOOR on approved plans.. PIPE PENETRATIONS. c. Installed as shown on the approved plans. 1 A flow detection device shall be installed immediately following the Double Check Valve Assembly (alarm check volve, flow sensor/olorm, meter, eta.) as shown an the approved plans. Paddle—type flow alarms not permitted on dry systems. I' MIN., 2' MX( ABOVE FLOOR 4. A Double Detector Check Valve Assembly may be used with a standard e City of Bozeman meter. The meter loop of the Double Detector Check Valve sholl have a Double Check Valve Assembly 'installed which meets the some installation criteria specified above in requirement number two. MECHANICAL 5, Horizontal installations must be a minimum of 2' above the finished JOINT floor, S. The lire serviae riser must be o minimum of 2' clear from any \ Outside wail, and a minimum of 1' clear from any interior wall, 7. The incoming fire service line sholl be a minimum 5.5% and a mox-- 90' BEND WITH imum of 7.5' below the finished grade. THRUST BLOCK B. All fire service line appurtenances shall hove a minimum pressure rating of 175 PSI. 9. All fire service lines 4" and larger shall be Class 51 Ductile Iron Pipe. 10. Line sizing: The Double Check Valve Assembly shall be equal in size 4 to the outgoing pipe diameter (downstream). —1' MIN., 2' MAX, rABOVE., 3' MAX CLEARANCE COATED SrEEI.. FINISHED FLOOR WALL PLATE, 5/16'MtN_THOCKNEss STANDARD FIRE SERVICE CITY OF BO MAN SCALE: LINE INSTALLATION NO. 02660-13 STANDARD DRAWING NONE FOR CLASS ), 11, & III SYSTEMS DEC 2003 REV: JAN 2008 ONLY FrrnNGS ALLOWED BETWEEN nnT OS&Y VALVE AND NO PRESSURE GAUGES OR PRESSURE GAUGE nTnNCS WILL BE BACKFLOW ASSEMBLY TO BE BO" BEND. ALLOWED ON THE TEST PORTS OF ANY BAGKFLOW ASSEMBLY EE NOTE S FLANGE TO BE THREADED ON STANDPIPE, M„Y. TO FLANGE ADAPTORS N07 ACCEPTABLE (TYPICAL FOR ALL RMR.CONFIGURATIONS) LEGEND 4”' OR LARGER CLASS 51 DUCTILE IRON PIPE (TYP.) 1' MW.,Y' MAX.ABOVE FLANGED OSkY VALVE FLOOR FINISHED FLOOR a MECHANICAL ...,.,...` REDUCED-PRESSURE BACKFLOW-PREVOMN JOINT 3/4" MIN. Redi Rod, INSTALLED IN ASSEMBLY{MINIMUM REDWREMENT)AS INDICATO MAIN EVERY OTHER AVAILABLE M,J, oN APPRGVED PLAN(S) BOLT HOLES (TYPICAL) 5/8" RODS ACCEPTABLE FOR 4" LINES THRUST 90' BEND WITH THRUST BLOCK BLOCK P TAPPING TEE & VALVE. OR INSTALL VALVE AT CITY OF BOZ,EMAN REQUIREMENTS FOR INSTALLATION OF REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY PROPERTY LINE (TYPICAL 1, The FIRST fitting inside of the building shall be a UL listed FOR ALL RISER flanged American Flow Control, Kennedy or Mueller OS&Y valve the CONFIGURATIONS. same size as the fire service line. 2. All Reduced Pressure Backflow Prevention Assemblies shop be: a. UL or FM listed. PROVIDE FLEXIBLE, b. Approved by the University of Southern California Foundetion for / SEE NaTE 5, Cross Connection Control and Hydraulic Research (USCFCCCHR) for WATER-TIGHT CONNECTION operation in the proposed position (vertical or horizontal) as shown on FOR ALL WALL OR FLOOR approved plans. c. Installed as shown on the approved plans. PIPE PENETRATIONS. 3. A flow detection device shall be installed immediately following the Reduced Pressure Bockflow Prevention Assembly (olorm check valve, flow sensorrolarrrl, meter, etc.) as shown on the approved plans. Paddle-type flow a arms not permitted on dry systems. I' MiN„ 2` MAX.ABOVE FINISHED FLOOR FLOOR 4. Horizontol instol'Iations must be a minimum of 2' above the finished floor. m 5. The fire service riser must be a minimum of 2' clear from any outside wall, and a minimum of V clear from any interior wall. MECHANICAL JOINT 6. The incoming fire service line shall be a minimum of 6.5% and a mox- Imum of 7.5' below the finished grade. 7, All fire service line appurtenances shall have a minimum pressure rating of 175 PSI. 8. All fire service lines 4" and larger shall be Class 51 Ductile Iron Pipe. 90' BEND WITH + 9. Une sizing: The Reduced Pressure Backflow Prevention Assembly shall be THRUST BLOCK equal in size to the outgoing pipe diameter (downstream). 10. A drain is required. -+�-1' MIN., 2' MAX. COATED sTEm 2 MIN., 3` MAX CLEARANCE WALL PLATE, ABOVE FINISHED FLOOR 5/16" MIN. THICKNESS . r CITY OF BGEMAN SCALE: STANDARD EIRE SERVICE LINE INSTALLATION NO. 02660-14 STANDARD DRAWING NONE FOR CLASS IV & 1f SYSTEMS Dec 2003 D\/. Jet R NEAREST FOUNDATION WALL TO CURB STOP CURB STOP AND BOX . S A & B BELOW EE DETAILS WATER MAIN 6.5' MIN. COVER WATER SERVICE LINE STUB -- (EE C, . 02660-6) INSTALLED WATER SERVICE LINE--� fNSTALLED BY CUSTOMER (SERVICE APPLICATION & PLUMBING PERMIT REQUIRED) NOTE: METER SIZED SAME AS INCOMING LINE—NO EXCEPTIONS. FOUNDATION BACKFLOW PREVENTION ASSEMBLY WALL (AS REQUIRED) 1'MIN./2' MAX SERVICE LINE ' ANGLE STOP 1' ui /2. MAX I BACKFLOW PREVENTION FDOMESTIC METER* ASSEMBLY (AS REQUIRED) FIXTURES s r FOUNDATION TO DOMESTIC WALL '. FIXTURES A _ DOWNSTREAM 1k,` SHUTOFF • DOWNSTREAM 1.' MIN_ SHUTOFF 2 MAX METER* 1' MIN. FLOOR ANGLE STOP OR STRAIGHT STOP *METER rTADRECTLY OIANCGLIIE OR IS RAIGH STOPIAN METER MUST SACKFLOW DEVICE QUARTER—BEND COUPLING (1 1/2" & 2' SERVICES ONLY) "DOWNSTREAM SHUT OFF VALVE MUST BE SEPARATE FROM BACKFLOW DEVICE DETAIL B DETAIL A TYPICAL FLOOR PENETRATION (N.T.S.) TYPICAL WALL PENETRATION (N.T.S.) (CRAWL SPACE) INSTALLATION REQUIREMENTS: I� WATER SERVICE LINE INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF BOZEMAN WATER SUPERINTENDANT. 2. SERVICE LINES SHALL BE TYPE K COPPER FOR 3/4". 1'. 1 1/2% AND 2" SERVICES. SEE STANDARD DRAWING NO. 02660-12 FOR 4' AND LARGER DOMESTIC SERVICE LINES. SERVICE LINES BETWEEN 2'AND 4' ARE NOT ALLOWED. 3, STRAIGHT COPPER TUBING SHALL BE USED FOR 1 1/2' AND 2' SERVICES. 4. SERVICE LINES SHALL BE BEDDED 3" UNDER AND OVER THE PIPE WITH SAND. NATIVE MATERIAL MAY BE USED AS BEDDING IF IT CONFORMS 70 THE REQUIREMENTS OF MONTANA PUBLIC WORKS STANDARD DRAWING 022212 AND DOES NOT CONTAIN ANY MATERIAL LARGER THAN 3/4'. 5. PROVIDE FLEXIBLE, WATER TIGHT CONNECTION FOR ALL WALL OR FLOOR PIPE PENETRATIONS, 5, METERS SHALL BE INSTALLED BY THE CITY WATER DEPARTMENT AT CUSTOMERS' EXPENSE. 7. NO SERVICE LINE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE WATER DEPARTMENT. B. CONTACT CITY OF BOZEMAN WATER DEPARTMENT FOR APPROVED LIST OF COPPER CONNECTIONS. 9. WATER SERVICE LINE MAY BE REDUCED TO A SMALLER SIZE THAN THE WATER SERVICE STUB, EEDUCTION MUST HE MADE' WITHIN 1$" OF CURB STOP.. 10. METER, BACKFLOW PROTECTION', AND INCOMING SERVICE LINE MUST ALL BE THE SAME SIZE. CITY OF BOZEMAN SCALE: WATER SERVICE LINE NO. 02660-15 STANDARD DRAWING NONE FROM CURD STOP TO BUILDING Dec. 2003 (LINES 2" AND SMALLER) Rear, April 2006 i d 60' R.O..W. i st> (rrn) I� 4 WATER 30 (rya.) ,7 SEWER ... .......- _..... 4 k #+J w 3 PROPERTY LINE 1. WATER MAINS LOCATED 19' FROM THE NORTH OR WEST RIGHT-OF-WAY PROPERTY LINE FOR STREETS 35` IN WIDTH OR GREATER. WATER MAINS LOCATED 5.5' WEST OR NORTH OF STREET CENTERLINE FOR STREETS LESS THAN 35' IN WIDTH (BACK OF CURB-BACK OF CURB) 2. WATER SERVICE STUB LOCATED AT CENTER OF LOT; SEE C.O.B, STANDARD DRAWING NO, 02660-6 FOR DETAILS. 3.. WATER MAIN VALVES LOCATED AT PROPERTY LINE, 4. SEWER MAINS LOCATED ON STREET CENTERLINE FOR STREETS 35' IN WIDTH OR GREATER, SEWER MAINS LOCATED 5,5' EAST OR SOUTH OF STREET CENTERLINE FOR STREETS LESS THAN 35' IN WIDTH 5. SEWER SERVICE STUB LOCATED 15' UPSTREAM FROM DOWNSTREAM PROPERTY LINE, 6. WATER & SEWER MAIN CROSSING; SEE M,P.W. STANDARD DRAWING NO. 02660-2 FOR DETAILS, 7, HYDRANTS LOCATED 5' FROM VALVE OR ON PROPERTY LINES EXTENDED FOR MID-BLOCK LOCATIONS. CITY OF BOZEMAN SCALE: WATER & SEWER MAIN AND NO. 02660-16 STANDARD DRAWING NONE SERVICES LOCATION Dec. 2003 STANDARDS FINISHED WALLS FINISHED WALLS w DOWNSTREAM w SHUTOFF DOWNSTREAM SHUTOFF BACKFLOW DEVICE BACKFLOW DEVICE METER METER ANGLE STOP ANGLE STOP 12" MIN CLEAR 6" MIN CLEAR 3/4" AND 1 " COPPER SERVICES 1 1 /2" AND 2" COPPER SERVICES PLAN VIEW PLAN VIEW FINISHED WALL �- FINISHED WALL J V Z Z ANGLE STOP ANGLE STOP FINISHED FINISHED T2� MIN FLOOR 1' MIN FLOOR MAX 2' MAX SERVICE PIPE SERVICE PIPE 3/4" AND 1 " COPPER SERVICES 1 1 IZ2" AND 2" COPPER SERVICES PROFILE VIEW PROFILE VIEW NOTE PROVIDE FLEXIBLE, MATER-TIGHT SEAL FOR ALL FLOOR PENETRATIONS CITY OF BOZEMAN SCALE: WATER SERVICE NO. 02660-17 STANDARD DRAWING NONE INTERIOR CLEARANCES APRIL 2005 FLAT BLADE STREET NAME REGULATORY SIGN BLANK AS PER SIGN BLANKS MUTCD STANDARDS, SIZE AS MOUNTED BACK TO SEE SECTION SPECIFIED ON PLANS BACK ON POST 09810 2.2 FOR /SIGN SIZES p� 2' MIN. MIN, 10' 2" PREFQRATED SQUARE TUBE POST (TELSPAR OR APPROVED EQUAL) 7' MIN_ ATTACH SIGNS TO POST WITH 3/8" DRIVE RIVETS (MIN. 2 PER SIGN) STREET MARKER SIGN REGULATORY SIGN 2" PREFQRATED SQUARE TUBE p POST (14 GAUGE) ° FASTEN POST TO SLEEVE WITH ;�6" CORNER BOLT 0 (A325) 1 X" ABOVE FINISH GRADE. INSERT BOLT FINISH GRADE 2" o HEAD FROM OPPOSITE SIDE OF EXPECTED IMPACT. INSERT DRIVE RIVET INTO OPPOSITE SIDE. fi 14' ." 2 Y," X 30" 12 GAUGE NON--PREFQRATED SQUARE TUBE SIGN POST SLEEVE (TELSPAR "QUIK PUNCH" OR APPROVED EQUAL) ALL SLEEVES AND SIGN 24" ; POSTS SHALL BE INSTALLED INSERT SIGN POST 18" INTO SLEEVE PLUMB, M-4000 CONCRETE ANCHOR SIGN POST FOUNDATION DETAIL CITY OF BOZEMAN SCALE: SIGN INSTALLATION NO. 09810- 1 STANDARD DRAWING NONE STANDARDS AUG. 1994 Revised 6/2002